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HomeMy WebLinkAbout2011 WP Ball Blvd (a)..._ V- - -- C;AU I ION: 11- I HIS - SHLL I IS NUI ,%-02" 11 IS A KEUUC ED- PRIM 1 . ABBREVIATIONS GENERAL PROJECT NOTES _ L Angle I.D. Inside Diameter (Dim.) GENERAL NOTES: JOB SITE NOTES: ___ __ . - I- _ - � Centerline INSUL. Insulation ^ Diameter or Round INT. Interior 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, (E) Existing AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY Jan. Janitor LIMITATION OF THE FOLLOWING: CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR ACOUS. Acoustical JT. Joint SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ACT. Acoustical Tile KIT. Kitchen ADVANCE PRIOR TO WORK. - I a [P (:@ C - AD. Area Drain - K.O. Knock Out - A. ALL APPLICABLE BUILDING CODES 2. ADJ. Adjustable B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND 3. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND - - _ - AFF. Above Finish Floor LAB. Laboratory SUPPLEMENTS SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN AGGR. Aggregate LAM. Laminate C. ASSOCIATED SPECIFICATIONS CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND I AL Aluminum LAV. Lavatory APPROX. Approximate LKR. Locker D. THE MANUFACTURERS REQUIREMENTS OR RECOMMENDATIONS . REGULATIONS OF THE STATE DEPARTMENT OF HEALTH:it ARCH. Architectural LT. Light E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 4. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE I ASB. Asbestos ASPH. Asphalt MAX. Maximum SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE M.C. Medicine 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL LOCATION OF DISPOSAL SITES. BD. Board MECH. Mechanical CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN I BLDG. Building MEMS. Membrane ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB BLK. Block MET. Metal THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS AFTER ITS COMPLETION. WHERE' APPLICABLE, CLEANING SHALL INCLUDE, BUT 2011 WP BALL BLVD, BLKG. Blocking MFR. Manufacturer DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE BM. Beam MH. Manhole OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND B.O.C. Bottom of Concrete MIN. Minimum OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND CORRIDOR CARPETS. B.O.M. Bottom of Mullion MIR. Mirror SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS B.O.P. Bottom of Panel MISC. Miscellaneous CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS 6. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED SANDFOR LORIDA 32711 B.O.R. Bottom of Reveal M.O. Masonry Opening PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR PER STATE AND LOCAL CODES. BOT. Bottom MTD. Mounted OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN B/S. Building Standard MUL. Mullion DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR 7. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN -TenantOTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. ISSUANCE OF A BUILDING OR GRADING PERMIT.(For Improvement P Only) CAB. Cabinet N. North C.B. Catch Basin N.I.C. Not In Contract 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: 8. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING CEM. Cement NO. Number WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & CER. Ceramic NOM. Nominal COUNTY REQUIREMENTS. I CFCI. CONT. Furnished/CONT. Installed N.T.S. Not To Scale A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS CFOI. CONT. Furnished/Oner Installed B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN PROJECT DATA RESPONSIBILITY MATRIX C.I. Cast Iron O.A. Overall AND TYPICAL DETAILS AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING I C.G. Corner Guard OBS. Obscure C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS AIR DISTRIBUTION SYSTEMS. On Center CLC. Ceiling O.C. SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED PROVIDED INSTALLED CLKG. Caulking O.D. Outside Diameter (Dim.) D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE DESCRIPTION I BY BY REMARKS CLO. Closet OFCI. Owner Furnished/CONT. THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. BUILDING DEPARTMENT: CITY OF SANDFORD, FLORIDA GENERAL CONDITIONS GC N/A CLR. Clear Installed REASONABLE PROTECTION OR COORDINATION EFFORTS. BUILDING PERMIT GC N/A GC TO PAY BUILDING DEPT. FEES. EXPEDITOR C.O. Cased Opening OF01. Owner Furnished/Owner 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE TO SUBMIT TO CITY; INCL. PERMIT APPLICATION, D F COL. Column Installed BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS BUILDING CODES: BUILDING, 6th EDITION FLORIDA BUILDING CODE(2017) LANDLORD, REQ'D DOCS. C.O.M. Center of Mullion OFF. Office COMPLETED. EXISTING BUILDING, 6th EDITION FLORIDA BUILDING CODE(2017) DEMOLITION GC N A CONC. Concrete OPNG. Opening 4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE MECHANICAL, 6th EDITION FLORIDA BUILDING CODE(2017) CONCRETE CUTTING, POURING, SAWING CONN. Connection OPP. Opposite FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ENERGY CONSERVATION, 6th EDITION FLORIDA BUILDING CODE(2017) G CONST. ( ) MASONRY G G REQUIRED CONT. Construction PRCST. Pre -cast CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND DRAWING NOTES: PLUMBING, 6th EDITION FLORIDA BUILDING CODE(2017) STRUCTURAL MISCELLANEOUS METALS G GC Continuous PL. Plate PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) ROUGH A P NTRY GC CONTR. Contractor PL. Plastic Laminate AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS C.O.R. Center of Reveal PLAS. Plaster AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED SHALL BE FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF NFPA 101 LIFE SAFETY CODE, 2012 EDITION I LEEMAN LEEMAN INCLUDES BREAK ROOM SINK CORR. Corridor PLYWD. Plywood CLAIMS AND LIABILITY. GRIDS. _ ACCESSIBILITY CODE, 6th EDITION FLORIDA BUILDING CODE(2017) SIGNAGE MC SIGN MC SIGN MILLWORK, EXTERIOR, MARKETING WINDOW CPT. Carpet NATIONAL ELECTRICAL CODE (NEC) 2014 INTERIOR RETAIL AND EXTERIOR SIGN FILM/VINYL GRAPHICS. INTERIOR GC TO CTSK. p PR. Pair COORDINATE WITH MC SIGN. EXTERIOR GC TO Countersunk PT. - Point 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR U.O.N. CNTR. Counter REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF OCCUPANCY CLASSIFICATION: PER FBC CHAPTER 3 (SECTION 302) M, B PROVIDE POWER, TIME CLOCK & COORDINATE P.T.D Paper Towel Dispenser 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED INSTALL WITH MC SIGN. CTR. Center P.T.D R Combination Paper Towel QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY C W Cold Water p•M. / Partition APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER FIRE PARTITION: SUBMITTALS GC GC TO PROVIDE ALL SUBMITTALS TO WARE D. Dee P.T.R. Paper Towel Receptacle TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO SMALLER SCALE DRAWINGS. PER FBC CHAPTER 7 - N/R MALCOMB FOR REVIEW. Deep P.J. Panel Joint CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING DISPLAY FIXTURES AND ACCESSORIES CHARTER CHARTER DBL. Double THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO TYPE OF CONSTRUCTION: PER FBC CHAPTER 6 SECTION 602 - II -B (TABLE TOP RISERS, COUNTER TOP DEPT. Department Q.T. Quarry Tile REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. ( ) D.F. Drinking Fountain SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY DISPLAY, TV ZONE POSTER, AND ALL DET. Detail R. Riser MILLWORK) CONSEQUENCES. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SPRINKLERED: YES DIA. Diameter RAD. Radius THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, THERMAL & MOISTURE PROTECTION GC GC AS REQUIRED DIAG_ Diagonal R.D. Roof Drain U.O.N. DIFF. Diffuser REF. - Reference 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DOORS, FRAMES, HARDWARE GC GC LOCKS TO BE KEYED ®TURNOVER BY CHARTER DIM. Dimension REFR. Refrigerator EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY NUMBER OF STORIES: 1 - FACILITIES SEE DOOR HARDWARE BELOW. DISP. Dispenser RGTR. Register AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY GLASS AND GLAZING GC GC DN. Down REINF. Reinforced FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS MODIFIED PROCUREMENT FABRICATION OR CONSTRUCTION. STOREFRONT SYSTEM GC GC D.O. Door Opening REQ. Required THROUGHOUT, U.O.N. DRYWALL PARTITIONS G GC DR. Door RESIL. Resilient PROJECT SCOPE: ACOUSTICAL CEILING SYSTEM GC GC REFER TO FINISH LEGEND AND SCHEDULE DWR. Drawer RM. Room 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. THE SCOPE OF THIS PROJECT IS TO FIT OUT AN GC GC REFER TO FINISH LEGEND AND SCHEDULE 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY FLOORING VCT, SHEET VINYL DS. Downspout R.O. Rough Opening EXISTING RETAIL SPACE. THERE IS NO CHANGE, CARPET &CARPET ADHESIVE CHARTER GC CHRIS GREENWAY 415 515-9159 TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO USE OR OCCUPANCY UNDER THIS APPLICATION. D.S.P. Dry Standpipe R.W.L. Rain. Water Leader 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART- OF LIGHTING GC GC PURCHASE THROUGH FRAZIER SERVICE DEPICT SPECIFIC LOCATIONS. DWG Drawing S. South THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN GC/ELEC. E. East S.C. Solid Core 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE SAME BUILDING. CONTRACT. COMPANY CONTACT: JODY BISHOP 1(770)455-8340 LEAD TIME: 3-4 WKS EA. Each S.C.D. Seat Cover Dispenser THE PLANS AND SPECIFICATIONS. RFPs WILL NOT BE PROCESSED THAT CAN BE INTERIOR /EXTERIOR NOTES: - TENANT OCCUPANCY: OFFICE (B) 997 S.F WALL FINISHES PAINT GC EFER T FINISH G AND SCHEDULE E.J. Expansion Joint SCHED. Schedule ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS MERCANTILE (M) 1,937 S.FSPECIALITIES EL. Elevation S.D. Soap Dispenser THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT RESTROOM FIXTURES AND ACCESSORIES C IFREQUIRED ELEC. Electrical SECT. Section ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, TOTAL 2,934 S.F FIREEXTINGUISHERS.CABINETS G GC - ELEV. Elevator SH. Shelf CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, MECHANICAL C EMER. Emergency SHR. Shower WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., 1T IS ELECTRICAL G GC ENCL. Enclosure SHT. Sheet PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE PLUMBING GC E.P. Electrical Panelboard SIM. Similar REQUIRED. - FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS SHEET INDEX LIFE SAFETY FIRE PROTECTION EQ. Equal SPEC. Specification WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF - = GC COORDINATE WITH VENDOR S SECURITY SYSTEM E PT. Q Square TR Equipment ment STRUCTURAL, MECHANICAL, CHARTER Q q p q 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND EC ANICAL, PLUMBING AND ELECTRICAL WORK. -ANY CONFLICT OR TE GC GC TO PROVIDE WIRING TO ELECTRIC STRIKES & E.W.C. Electric Water Cooler S.ST. Stainless Steel SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE � � '` SECURITY DEVICE ROUGH-IN'S (BACK BOXES, EXST. Existing S.SK. Service Sink WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER ARCHITECT'S ATTENTION FOR CLARIFICATION. M � PULL STRINGS, ETC.. GC TO COORDINATE • SHEET REVISED W � ) EXPO. Exposed STA. Station REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD W a 3:: a INSTALLATION WITH CHARTER. ALL LOW VOLTAGE EXP. Expansion STD. Standard HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND s s (INCLUDING PANIC/HOLD UP BUTTONS) TO BE W U PROVIDED BY CHARTER VENDOR. EXT. Exterior SIL. Steel CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION .LOCATE ACCESS DOORS/PANELS IN .WALL &CEILING CONSTRUCTION AS REQUIRED � `` STOR. Storage SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITU11ON TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL W W F.A. Fire Alarm W v_, = N TELEPHONE/DATA CABLING MNM MNM/GC GC TO COORDINATE INSTALL WITH THE MNM STRL. Structural IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL WORK. CONTRACTOR SHALL SUBMIT A PLAN AND SPECIFICATION OF ALL C� Ll "-' F.B. Flat Bar SUSP. Suspended THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO 0 U o o GROUP. DATA CABLING VENDOR MUST HAVE F.D. Floor Drain SYS. Symmetrical QUALITY TO WHAT IS SPECIFIED. INSTALLATION. a " abt CURRENT PANDUIT CERTIFICATION. " TOM DAVIS o " o Go FDN. Foundation 570-466-9377 F.E. Fire Extinguisher T.B. Tread 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN - tomdavis@themnmgroup.com F.E.C. Fire Extinguisher Cab T.B. Towel Bar DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC RATING. - N N N N F.H.C. Fire Hose Cabinet THK. Thick ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT,• AND EACH :2 N � r_: SECURITY CHARTER CHARTER ELECTRIFIED DOOR HARDWARE, CARD READERS, ARCHITECTURAL ( 19 SHEETS ) o MECHANICAL ( 06 SHEETS ) o o CAMERA WIRES, AND ALARMS TO BE FIN. Finish T.O.C. Top of Concrete DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 4. WHERE OCCURS CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR FURNISHED AND INSTALLED BY CHARTER. GC FL Floor T.O.P. Top of Panel / CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL A0.1 TITLE SHEET • • • • FLASH. Flashing T.O.R. Top of Reveal DAMAGES CAUSED BY CONTRACTOR. M0.1 MECHANICAL LEGEND, NOTES &SCHEDULES TO PROVIDE POWER AND CONDUIT. ALL OTHER FLUOR. Fluorescent T.O.RC. Top of beep Recess A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS AO.2 GENERAL NOTES • • M0.2 MECHANICAL SPECIFICATIONS • • HARDWARE TO BE SUPPLIED AND INSTALLED F.O.C. Face of Concrete T.O.M. Top of Mullion FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & AO.3 ACCESSIBILITY DETAILS • • MO.3 MECHANICAL COMPLIANCE • • BY GC. CONFIRM WITH SECURITY VENDOR.. F.O.F. Face of Finish T.O.W. Top of Wall B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. LOCAL CODES INCLUDING REQUIREMENTS FOR FLAME SPREAD. AND SMOKE AUDIO VISUAL SYSTEM &EQUIPMENT- GC MNM GG MNM GC TO PROVIDE BACK BOXES, PULL STRINGS, F.O.M. Face of Mullion T.P.D. Toilet Paper Dispenser C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. A1.1 OCCUPANCY & EXIT PLAN • • MO.4 MECHANICAL COMPLIANCE • • / / / RECEPTACLES, ETC. MNM E PULL ALL F.O.S. Face of Stud T.V. Television D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES DENSITY RATINGS FOR FINISH MATERIALS. AD.1 DEMOLITION FLOOR PLAN • • M2.1 MECHANICAL PLANS • • FPRF. Fireproof T.W. Top of Wall HAVING JURISDICTION OVER THE PROJECT. _ LABELING TO AV EQUIPMENT. GC TO BE F.S. Full Size TYP. Typical E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION AD.2 DEMOLITION CEILING PLAN • • M6.1 MECHANICAL DETAILS • • ONSITE FOR A V INSTALLATION. FOR THE PORTIONS OF WORK WHICH THEY DESIGN. BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE A2.1 PARTITION PLAN • • COMPUTER EQUIPMENT CHARTER CHARTER GG TO PROVIDE POWER/DATA AS REQUIRED FT. Foot or Feet UNF. Unfinished OZONE DEPLETING COMPOUNDS. FTG. Footing A3.1 POWER & SIGNAL PLAN • • ELECTRICAL ( 06 SHEETS MONITOR ARMS AND KEYBOARD TRAYS CHARTER CHARTER OFFICE ENVIRONMENTS PROVIDES, MILLWORKER FURR. Furring U.O.N. Unless Otherwise Noted 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL VENDOR VENDOR INSTALLS. FUT. Future PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. A4.1 REFLECTED CEILING PLAN • • EO.1 ELECTRICAL GENERAL INFORMATION • • TACTILE RESTROOM SIGNAGE VE GC VERT. Vertical PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND A5.1 FINISH PLAN • • E0.2 ELECTRICAL SPECIFlCAl10NS • • VEST. Vestibule GA. Gauge SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT DEFERRED SUBMITTALS: A6.1 FURNITURE PLAN • • E0.3 ELECTRICAL SINGLE LINE -DIAGRAM &PANEL SCHEDULES • • FURNITURE / CARTS CHARIER CHARTER OFFICE ENVIRONMENTS GALV. Galvanized MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. VENDOR VENDOR TRACY MILLER G.B. Grab Bar W West A6.2 MILLWORK PLAN • • E1.0 ELECTRICAL POWER PLAN • • W/ With TMiller@office-environments.com GN Glass W.C.Water Closet 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT 1. DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO 11EE ARCHITECT AND A7.1 EXTERIOR ELEVATIONS • • E2.0 ELECTRICAL LIGHTING PLAN • • ADHESIVES, VCT, WALL BASE, & VINYL GC GC GND. Ground TO THE SAME- PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING FLOORING GR. Grade WD- Wood TO H BEHALF OF THE PROJECT DESIGN TEAM INCLUDING WITHOUT LIMITATION DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE A8.1 ENLARGED PLANS & ELEVATIONS • • E3.0 ELECTRICAL LIGHTING COMPLIANCE FORMS • • WID Without WITH THE BUILDING DESIGN. A8.2 INTERIOR ELEVATIONS & SECTION • • MUD RINGS & PULL STRINGS GC GC -GYP. Gypsum WP Waterproof THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING WSCT. Wainscot COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE A9.1 CONSTRUCTION DETAILS • • PLUMBING 06 SHEETS DIGITAL MEDIA REALITY REALITY AMANDA MEIER H.B. Hose Bibb 2. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS amandam@realityi.com Weight NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; A9.2 MILLWORK SECTION DETAILS • • POA GENERAL NOTES AND FIXTURE SCHEDULE • • H.C. Hollow Core WT. g AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW -THE. USE OF ALL OR PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. HDWD. Hardwood ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE A9.3 DETAILS • • PO.2 PLUMBING SPECIFICATIONS • • SOUND: MOOD MEDIA MOOD MOOD SANDRA CRUZ HDWE. Hardware FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY 3. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL Sandra.cruz@moodmedia.com H.M. Hollow Metal MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL A10.1 DOOR, HARDWARE SCHEDULE &DETAILS • • P2.0 PLUMBING SANITARY SEWER AND VENT FLOOR PLAN • ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN P2.1 PLUMBING DOMESTIC WATER FLOOR PLAN • • HORIZ. Horizontal PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO - HR. Hour 4. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR - TO OBTAINING THE • • GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF P3.0 PLUMBING ROOF PLAN - HGT. Height BUILDING OFFICIALS APPROVAL OF THE SUBMITTAL - - - - COMPATIBILITY WITH ANY RECIPIENTS SOFTWARE OR HARDWARE SO THAT ANY P4.0 PLUMBING DETAILS • • i' USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USEb. I . 1_= .t e WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE FIRE PROTECTION (oz SHEETS ) RISK. - � • !-- FP1.0 FIRE ALARM DEVICE GUIDANCE PLAN • • � ' • FP2.0 FIRE SPRINKLER DEVICE LOCATION • • � - SYMBOLS LEGEND LANDLORDGENERAL_ __ CONTRACTOR CONSULTANTS SITE .PLAN VICINITY MAP_- � ALIGN /I-_ WEINGARTEN REALTY SA-INFORD EU � ' "` , XX f DETAIL REFERENCE � „'2.� L.��,..,.� ;~� FF �`i xxx f LANDLORD REP: WEEKES CONSTRUCTION CABLING QUEUING AEI-C,-r�: ,ED0,r1 D�FiEIWT�, ANDrr T:, 0 ICE ROOM NAME SHEET NUMBER ^ 1! AND Es JOEL F. KAPLAN � {CE� T? P�r'�`';=i=� �� T�'� t b.ORr. r :.. �, � FiS ril+ {-i ^,! _ n J , L 1r�-_� !_ .. , r�..... FL, , 1E 1 =.. v`'S vt - _ - - _ - - _ _ _- _ _ :^r:-: - - ,.rrte - _.t3 -err", _ _ __ - ;,_,��,�. T: r� - �'Sem�nv,e 1-owne Center 101 f 2720 EAST COLONIAL DRIVE PH: - - ROOM NUMBER 954 938 2583 THE MNM GROUP ( ) QMATIC -,�I�� �; a`,' CtF i t , ,C, ^� _ T�C... _�:r 111 � 4 ... .�r.r^ ,,-�, C. ., , ;C=1 '. i+n'�'--, ... `.j lYiii ,�^';f�w....V { �, i _ - - f I f ORLANDO FL 32803 Coil-�. t, �- �•��� .�_ ..,,C _ r r� ;3 } ;: DETAIL SECTION REFERENCE JKaplan®Weingarten.com TOM DAMS SHUNDRI MORGAN - „- �- -�� - Savannah Part :;r ._ / = Watmart Supercenters XX _ -�_ � ,.LL:; .`.:i Grr;:�i}iL , -OM Ti;Ls-1% . -. - _ ' f - •J _ - _ _ i . ,, ' At Heathrow a PH: 570 466-9377 , -,, T,��, _ �;;^� =s , ,�� a, _ ; XX �- ( ) shundri.morganC�gmatic.com ,�- �'J;iP . �� ..._�. C _ _ _ , SHEET NUMBER tomdavis(�themnm r - „ i g oup.com G,,�,..`_ .". 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X KEYNOTE INDICATOR p �- WALL MATERIAL TYPE 1622 BROADWAY PH: (917) 656-4837 t - ,lr R 1 �_ 40TH FLOOR C-William.PolancoC�charter.com - _ e TYPE NUMBER - f r ! ,` -_= `' = Lake s Ed e g : Colonia! Village ,_- g Apartment" 15150 NW 79th Ct., SUITE 202 REBECCA LETIECQ - PM _ _ ,, , - - - � at Twin Lakes - NEW YORK, NY 10019 �, _ _ SECONDARY CONTACT: MIAMI LAKES PH: (305) 777-9167 x EQUIPMENT TAG MILLWORK SOUND G spm°CtuhCi G ��t� _� , , : ;_ _ _ _ --_ - C �-- FLOOR MATERIAL TYPE KARA ERHAMZA FLORIDA,33016 RLeTiecq@waremalcomb.com PERMIT # TO IT,?-, C/ v G r 1 �- TYPE NUMBER PH: (347) 918-6145 LEEMAN ARCHITECTURAL MILLWORK MOOD MEDIA N + - r rj-1- Kara.erhamzaC�charter.com DAVE STITCHER SANDRA CRUZ PROJECT SITE . i.. �`.1 I I ` i N REVISION CLOUD PH: (678) 718-1740 PH: 512 '- -- 583-9301 1 �: ^__ D & DELTA NUMBER pL MISC. MATERIAL TYPE CHRIS SIHAWN CONTACT: dstitcher@ieeman-ow.com SUPPORT. (512) 583-9301 345-5000 1. - 1 TYPE NUMBER PH: (404) 263-9065 sandra.cruz@moodmedia.com f - - 0 Chris.hawn@charter.com NO SCALE » N0 SCALE �_ - - - - - - - - - -. - - _ - -- - - -- - - - - - - - - - - - - --- - - - - - _ ._.-... . - ..L-,;-_;;_L-A­_­..:-:-._.._.-.r. Y . - - --- _ - - - - - -- - - �_'e,.;�6:. -- -- - - - -- - �� � _ ` _ - -= _ _ _ -= _ � __ --� _ - - - 0- w U X w Y Of 3 CLI w 0 >- z a z 0 0 w V) w M F_ 0 z J J Q = 0 0 z 0 U J a w 0 i--- = CD 0- O 0 0 z >- i - W w a_ 0 W q_ w w = -s N ::� W - -- C;AU I ION: 11- I HIS - SHLL I IS NUI ,%-02" 11 IS A KEUUC ED- PRIM 1 . ABBREVIATIONS GENERAL PROJECT NOTES _ L Angle I.D. Inside Diameter (Dim.) GENERAL NOTES: JOB SITE NOTES: ___ __ . - I- _ - � Centerline INSUL. Insulation ^ Diameter or Round INT. Interior 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, (E) Existing AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY Jan. Janitor LIMITATION OF THE FOLLOWING: CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR ACOUS. Acoustical JT. Joint SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ACT. Acoustical Tile KIT. Kitchen ADVANCE PRIOR TO WORK. - I a [P (:@ C - AD. Area Drain - K.O. Knock Out - A. ALL APPLICABLE BUILDING CODES 2. ADJ. Adjustable B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND 3. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND - - _ - AFF. Above Finish Floor LAB. Laboratory SUPPLEMENTS SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN AGGR. Aggregate LAM. Laminate C. ASSOCIATED SPECIFICATIONS CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND I AL Aluminum LAV. Lavatory APPROX. Approximate LKR. Locker D. THE MANUFACTURERS REQUIREMENTS OR RECOMMENDATIONS . REGULATIONS OF THE STATE DEPARTMENT OF HEALTH:it ARCH. Architectural LT. Light E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 4. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE I ASB. Asbestos ASPH. Asphalt MAX. Maximum SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE M.C. Medicine 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL LOCATION OF DISPOSAL SITES. BD. Board MECH. Mechanical CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN I BLDG. Building MEMS. Membrane ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB BLK. Block MET. Metal THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS AFTER ITS COMPLETION. WHERE' APPLICABLE, CLEANING SHALL INCLUDE, BUT 2011 WP BALL BLVD, BLKG. Blocking MFR. Manufacturer DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE BM. Beam MH. Manhole OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND B.O.C. Bottom of Concrete MIN. Minimum OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND CORRIDOR CARPETS. B.O.M. Bottom of Mullion MIR. Mirror SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS B.O.P. Bottom of Panel MISC. Miscellaneous CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS 6. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED SANDFOR LORIDA 32711 B.O.R. Bottom of Reveal M.O. Masonry Opening PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR PER STATE AND LOCAL CODES. BOT. Bottom MTD. Mounted OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN B/S. Building Standard MUL. Mullion DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR 7. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN -TenantOTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. ISSUANCE OF A BUILDING OR GRADING PERMIT.(For Improvement P Only) CAB. Cabinet N. North C.B. Catch Basin N.I.C. Not In Contract 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: 8. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING CEM. Cement NO. Number WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & CER. Ceramic NOM. Nominal COUNTY REQUIREMENTS. I CFCI. CONT. Furnished/CONT. Installed N.T.S. Not To Scale A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS CFOI. CONT. Furnished/Oner Installed B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN PROJECT DATA RESPONSIBILITY MATRIX C.I. Cast Iron O.A. Overall AND TYPICAL DETAILS AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING I C.G. Corner Guard OBS. Obscure C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS AIR DISTRIBUTION SYSTEMS. On Center CLC. Ceiling O.C. SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED PROVIDED INSTALLED CLKG. Caulking O.D. Outside Diameter (Dim.) D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE DESCRIPTION I BY BY REMARKS CLO. Closet OFCI. Owner Furnished/CONT. THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. BUILDING DEPARTMENT: CITY OF SANDFORD, FLORIDA GENERAL CONDITIONS GC N/A CLR. Clear Installed REASONABLE PROTECTION OR COORDINATION EFFORTS. BUILDING PERMIT GC N/A GC TO PAY BUILDING DEPT. FEES. EXPEDITOR C.O. Cased Opening OF01. Owner Furnished/Owner 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE TO SUBMIT TO CITY; INCL. PERMIT APPLICATION, D F COL. Column Installed BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS BUILDING CODES: BUILDING, 6th EDITION FLORIDA BUILDING CODE(2017) LANDLORD, REQ'D DOCS. C.O.M. Center of Mullion OFF. Office COMPLETED. EXISTING BUILDING, 6th EDITION FLORIDA BUILDING CODE(2017) DEMOLITION GC N A CONC. Concrete OPNG. Opening 4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE MECHANICAL, 6th EDITION FLORIDA BUILDING CODE(2017) CONCRETE CUTTING, POURING, SAWING CONN. Connection OPP. Opposite FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ENERGY CONSERVATION, 6th EDITION FLORIDA BUILDING CODE(2017) G CONST. ( ) MASONRY G G REQUIRED CONT. Construction PRCST. Pre -cast CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND DRAWING NOTES: PLUMBING, 6th EDITION FLORIDA BUILDING CODE(2017) STRUCTURAL MISCELLANEOUS METALS G GC Continuous PL. Plate PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) ROUGH A P NTRY GC CONTR. Contractor PL. Plastic Laminate AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS C.O.R. Center of Reveal PLAS. Plaster AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED SHALL BE FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF NFPA 101 LIFE SAFETY CODE, 2012 EDITION I LEEMAN LEEMAN INCLUDES BREAK ROOM SINK CORR. Corridor PLYWD. Plywood CLAIMS AND LIABILITY. GRIDS. _ ACCESSIBILITY CODE, 6th EDITION FLORIDA BUILDING CODE(2017) SIGNAGE MC SIGN MC SIGN MILLWORK, EXTERIOR, MARKETING WINDOW CPT. Carpet NATIONAL ELECTRICAL CODE (NEC) 2014 INTERIOR RETAIL AND EXTERIOR SIGN FILM/VINYL GRAPHICS. INTERIOR GC TO CTSK. p PR. Pair COORDINATE WITH MC SIGN. EXTERIOR GC TO Countersunk PT. - Point 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR U.O.N. CNTR. Counter REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF OCCUPANCY CLASSIFICATION: PER FBC CHAPTER 3 (SECTION 302) M, B PROVIDE POWER, TIME CLOCK & COORDINATE P.T.D Paper Towel Dispenser 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED INSTALL WITH MC SIGN. CTR. Center P.T.D R Combination Paper Towel QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY C W Cold Water p•M. / Partition APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER FIRE PARTITION: SUBMITTALS GC GC TO PROVIDE ALL SUBMITTALS TO WARE D. Dee P.T.R. Paper Towel Receptacle TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO SMALLER SCALE DRAWINGS. PER FBC CHAPTER 7 - N/R MALCOMB FOR REVIEW. Deep P.J. Panel Joint CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING DISPLAY FIXTURES AND ACCESSORIES CHARTER CHARTER DBL. Double THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO TYPE OF CONSTRUCTION: PER FBC CHAPTER 6 SECTION 602 - II -B (TABLE TOP RISERS, COUNTER TOP DEPT. Department Q.T. Quarry Tile REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. ( ) D.F. Drinking Fountain SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY DISPLAY, TV ZONE POSTER, AND ALL DET. Detail R. Riser MILLWORK) CONSEQUENCES. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SPRINKLERED: YES DIA. Diameter RAD. Radius THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, THERMAL & MOISTURE PROTECTION GC GC AS REQUIRED DIAG_ Diagonal R.D. Roof Drain U.O.N. DIFF. Diffuser REF. - Reference 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DOORS, FRAMES, HARDWARE GC GC LOCKS TO BE KEYED ®TURNOVER BY CHARTER DIM. Dimension REFR. Refrigerator EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY NUMBER OF STORIES: 1 - FACILITIES SEE DOOR HARDWARE BELOW. DISP. Dispenser RGTR. Register AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY GLASS AND GLAZING GC GC DN. Down REINF. Reinforced FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS MODIFIED PROCUREMENT FABRICATION OR CONSTRUCTION. STOREFRONT SYSTEM GC GC D.O. Door Opening REQ. Required THROUGHOUT, U.O.N. DRYWALL PARTITIONS G GC DR. Door RESIL. Resilient PROJECT SCOPE: ACOUSTICAL CEILING SYSTEM GC GC REFER TO FINISH LEGEND AND SCHEDULE DWR. Drawer RM. Room 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. THE SCOPE OF THIS PROJECT IS TO FIT OUT AN GC GC REFER TO FINISH LEGEND AND SCHEDULE 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY FLOORING VCT, SHEET VINYL DS. Downspout R.O. Rough Opening EXISTING RETAIL SPACE. THERE IS NO CHANGE, CARPET &CARPET ADHESIVE CHARTER GC CHRIS GREENWAY 415 515-9159 TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO USE OR OCCUPANCY UNDER THIS APPLICATION. D.S.P. Dry Standpipe R.W.L. Rain. Water Leader 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART- OF LIGHTING GC GC PURCHASE THROUGH FRAZIER SERVICE DEPICT SPECIFIC LOCATIONS. DWG Drawing S. South THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN GC/ELEC. E. East S.C. Solid Core 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE SAME BUILDING. CONTRACT. COMPANY CONTACT: JODY BISHOP 1(770)455-8340 LEAD TIME: 3-4 WKS EA. Each S.C.D. Seat Cover Dispenser THE PLANS AND SPECIFICATIONS. RFPs WILL NOT BE PROCESSED THAT CAN BE INTERIOR /EXTERIOR NOTES: - TENANT OCCUPANCY: OFFICE (B) 997 S.F WALL FINISHES PAINT GC EFER T FINISH G AND SCHEDULE E.J. Expansion Joint SCHED. Schedule ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS MERCANTILE (M) 1,937 S.FSPECIALITIES EL. Elevation S.D. Soap Dispenser THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT RESTROOM FIXTURES AND ACCESSORIES C IFREQUIRED ELEC. Electrical SECT. Section ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, TOTAL 2,934 S.F FIREEXTINGUISHERS.CABINETS G GC - ELEV. Elevator SH. Shelf CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, MECHANICAL C EMER. Emergency SHR. Shower WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., 1T IS ELECTRICAL G GC ENCL. Enclosure SHT. Sheet PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE PLUMBING GC E.P. Electrical Panelboard SIM. Similar REQUIRED. - FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS SHEET INDEX LIFE SAFETY FIRE PROTECTION EQ. Equal SPEC. Specification WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF - = GC COORDINATE WITH VENDOR S SECURITY SYSTEM E PT. Q Square TR Equipment ment STRUCTURAL, MECHANICAL, CHARTER Q q p q 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND EC ANICAL, PLUMBING AND ELECTRICAL WORK. -ANY CONFLICT OR TE GC GC TO PROVIDE WIRING TO ELECTRIC STRIKES & E.W.C. Electric Water Cooler S.ST. Stainless Steel SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE � � '` SECURITY DEVICE ROUGH-IN'S (BACK BOXES, EXST. Existing S.SK. Service Sink WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER ARCHITECT'S ATTENTION FOR CLARIFICATION. M � PULL STRINGS, ETC.. GC TO COORDINATE • SHEET REVISED W � ) EXPO. Exposed STA. Station REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD W a 3:: a INSTALLATION WITH CHARTER. ALL LOW VOLTAGE EXP. Expansion STD. Standard HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND s s (INCLUDING PANIC/HOLD UP BUTTONS) TO BE W U PROVIDED BY CHARTER VENDOR. EXT. Exterior SIL. Steel CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION .LOCATE ACCESS DOORS/PANELS IN .WALL &CEILING CONSTRUCTION AS REQUIRED � `` STOR. Storage SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITU11ON TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL W W F.A. Fire Alarm W v_, = N TELEPHONE/DATA CABLING MNM MNM/GC GC TO COORDINATE INSTALL WITH THE MNM STRL. Structural IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL WORK. CONTRACTOR SHALL SUBMIT A PLAN AND SPECIFICATION OF ALL C� Ll "-' F.B. Flat Bar SUSP. Suspended THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO 0 U o o GROUP. DATA CABLING VENDOR MUST HAVE F.D. Floor Drain SYS. Symmetrical QUALITY TO WHAT IS SPECIFIED. INSTALLATION. a " abt CURRENT PANDUIT CERTIFICATION. " TOM DAVIS o " o Go FDN. Foundation 570-466-9377 F.E. Fire Extinguisher T.B. Tread 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN - tomdavis@themnmgroup.com F.E.C. Fire Extinguisher Cab T.B. Towel Bar DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC RATING. - N N N N F.H.C. Fire Hose Cabinet THK. Thick ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT,• AND EACH :2 N � r_: SECURITY CHARTER CHARTER ELECTRIFIED DOOR HARDWARE, CARD READERS, ARCHITECTURAL ( 19 SHEETS ) o MECHANICAL ( 06 SHEETS ) o o CAMERA WIRES, AND ALARMS TO BE FIN. Finish T.O.C. Top of Concrete DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 4. WHERE OCCURS CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR FURNISHED AND INSTALLED BY CHARTER. GC FL Floor T.O.P. Top of Panel / CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL A0.1 TITLE SHEET • • • • FLASH. Flashing T.O.R. Top of Reveal DAMAGES CAUSED BY CONTRACTOR. M0.1 MECHANICAL LEGEND, NOTES &SCHEDULES TO PROVIDE POWER AND CONDUIT. ALL OTHER FLUOR. Fluorescent T.O.RC. Top of beep Recess A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS AO.2 GENERAL NOTES • • M0.2 MECHANICAL SPECIFICATIONS • • HARDWARE TO BE SUPPLIED AND INSTALLED F.O.C. Face of Concrete T.O.M. Top of Mullion FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & AO.3 ACCESSIBILITY DETAILS • • MO.3 MECHANICAL COMPLIANCE • • BY GC. CONFIRM WITH SECURITY VENDOR.. F.O.F. Face of Finish T.O.W. Top of Wall B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. LOCAL CODES INCLUDING REQUIREMENTS FOR FLAME SPREAD. AND SMOKE AUDIO VISUAL SYSTEM &EQUIPMENT- GC MNM GG MNM GC TO PROVIDE BACK BOXES, PULL STRINGS, F.O.M. Face of Mullion T.P.D. Toilet Paper Dispenser C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. A1.1 OCCUPANCY & EXIT PLAN • • MO.4 MECHANICAL COMPLIANCE • • / / / RECEPTACLES, ETC. MNM E PULL ALL F.O.S. Face of Stud T.V. Television D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES DENSITY RATINGS FOR FINISH MATERIALS. AD.1 DEMOLITION FLOOR PLAN • • M2.1 MECHANICAL PLANS • • FPRF. Fireproof T.W. Top of Wall HAVING JURISDICTION OVER THE PROJECT. _ LABELING TO AV EQUIPMENT. GC TO BE F.S. Full Size TYP. Typical E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION AD.2 DEMOLITION CEILING PLAN • • M6.1 MECHANICAL DETAILS • • ONSITE FOR A V INSTALLATION. FOR THE PORTIONS OF WORK WHICH THEY DESIGN. BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE A2.1 PARTITION PLAN • • COMPUTER EQUIPMENT CHARTER CHARTER GG TO PROVIDE POWER/DATA AS REQUIRED FT. Foot or Feet UNF. Unfinished OZONE DEPLETING COMPOUNDS. FTG. Footing A3.1 POWER & SIGNAL PLAN • • ELECTRICAL ( 06 SHEETS MONITOR ARMS AND KEYBOARD TRAYS CHARTER CHARTER OFFICE ENVIRONMENTS PROVIDES, MILLWORKER FURR. Furring U.O.N. Unless Otherwise Noted 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL VENDOR VENDOR INSTALLS. FUT. Future PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. A4.1 REFLECTED CEILING PLAN • • EO.1 ELECTRICAL GENERAL INFORMATION • • TACTILE RESTROOM SIGNAGE VE GC VERT. Vertical PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND A5.1 FINISH PLAN • • E0.2 ELECTRICAL SPECIFlCAl10NS • • VEST. Vestibule GA. Gauge SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT DEFERRED SUBMITTALS: A6.1 FURNITURE PLAN • • E0.3 ELECTRICAL SINGLE LINE -DIAGRAM &PANEL SCHEDULES • • FURNITURE / CARTS CHARIER CHARTER OFFICE ENVIRONMENTS GALV. Galvanized MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. VENDOR VENDOR TRACY MILLER G.B. Grab Bar W West A6.2 MILLWORK PLAN • • E1.0 ELECTRICAL POWER PLAN • • W/ With TMiller@office-environments.com GN Glass W.C.Water Closet 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT 1. DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO 11EE ARCHITECT AND A7.1 EXTERIOR ELEVATIONS • • E2.0 ELECTRICAL LIGHTING PLAN • • ADHESIVES, VCT, WALL BASE, & VINYL GC GC GND. Ground TO THE SAME- PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING FLOORING GR. Grade WD- Wood TO H BEHALF OF THE PROJECT DESIGN TEAM INCLUDING WITHOUT LIMITATION DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE A8.1 ENLARGED PLANS & ELEVATIONS • • E3.0 ELECTRICAL LIGHTING COMPLIANCE FORMS • • WID Without WITH THE BUILDING DESIGN. A8.2 INTERIOR ELEVATIONS & SECTION • • MUD RINGS & PULL STRINGS GC GC -GYP. Gypsum WP Waterproof THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING WSCT. Wainscot COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE A9.1 CONSTRUCTION DETAILS • • PLUMBING 06 SHEETS DIGITAL MEDIA REALITY REALITY AMANDA MEIER H.B. Hose Bibb 2. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS amandam@realityi.com Weight NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; A9.2 MILLWORK SECTION DETAILS • • POA GENERAL NOTES AND FIXTURE SCHEDULE • • H.C. Hollow Core WT. g AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW -THE. USE OF ALL OR PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. HDWD. Hardwood ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE A9.3 DETAILS • • PO.2 PLUMBING SPECIFICATIONS • • SOUND: MOOD MEDIA MOOD MOOD SANDRA CRUZ HDWE. Hardware FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY 3. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL Sandra.cruz@moodmedia.com H.M. Hollow Metal MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL A10.1 DOOR, HARDWARE SCHEDULE &DETAILS • • P2.0 PLUMBING SANITARY SEWER AND VENT FLOOR PLAN • ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN P2.1 PLUMBING DOMESTIC WATER FLOOR PLAN • • HORIZ. Horizontal PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO - HR. Hour 4. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR - TO OBTAINING THE • • GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF P3.0 PLUMBING ROOF PLAN - HGT. Height BUILDING OFFICIALS APPROVAL OF THE SUBMITTAL - - - - COMPATIBILITY WITH ANY RECIPIENTS SOFTWARE OR HARDWARE SO THAT ANY P4.0 PLUMBING DETAILS • • i' USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USEb. I . 1_= .t e WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE FIRE PROTECTION (oz SHEETS ) RISK. - � • !-- FP1.0 FIRE ALARM DEVICE GUIDANCE PLAN • • � ' • FP2.0 FIRE SPRINKLER DEVICE LOCATION • • � - SYMBOLS LEGEND LANDLORDGENERAL_ __ CONTRACTOR CONSULTANTS SITE .PLAN VICINITY MAP_- � ALIGN /I-_ WEINGARTEN REALTY SA-INFORD EU � ' "` , XX f DETAIL REFERENCE � „'2.� L.��,..,.� ;~� FF �`i xxx f LANDLORD REP: WEEKES CONSTRUCTION CABLING QUEUING AEI-C,-r�: ,ED0,r1 D�FiEIWT�, ANDrr T:, 0 ICE ROOM NAME SHEET NUMBER ^ 1! AND Es JOEL F. KAPLAN � {CE� T? P�r'�`';=i=� �� T�'� t b.ORr. r :.. �, � FiS ril+ {-i ^,! _ n J , L 1r�-_� !_ .. , r�..... FL, , 1E 1 =.. v`'S vt - _ - - _ - - _ _ _- _ _ :^r:-: - - ,.rrte - _.t3 -err", _ _ __ - ;,_,��,�. T: r� - �'Sem�nv,e 1-owne Center 101 f 2720 EAST COLONIAL DRIVE PH: - - ROOM NUMBER 954 938 2583 THE MNM GROUP ( ) QMATIC -,�I�� �; a`,' CtF i t , ,C, ^� _ T�C... _�:r 111 � 4 ... .�r.r^ ,,-�, C. ., , ;C=1 '. i+n'�'--, ... `.j lYiii ,�^';f�w....V { �, i _ - - f I f ORLANDO FL 32803 Coil-�. t, �- �•��� .�_ ..,,C _ r r� ;3 } ;: DETAIL SECTION REFERENCE JKaplan®Weingarten.com TOM DAMS SHUNDRI MORGAN - „- �- -�� - Savannah Part :;r ._ / = Watmart Supercenters XX _ -�_ � ,.LL:; .`.:i Grr;:�i}iL , -OM Ti;Ls-1% . -. - _ ' f - •J _ - _ _ i . ,, ' At Heathrow a PH: 570 466-9377 , -,, T,��, _ �;;^� =s , ,�� a, _ ; XX �- ( ) shundri.morganC�gmatic.com ,�- �'J;iP . �� ..._�. C _ _ _ , SHEET NUMBER tomdavis(�themnm r - „ i g oup.com G,,�,..`_ .". N-PV:�y,;:.:,. �: I� �:: ;� - _ Best Bu NEW DOOR 237 RHETT STREET ANDY ROBERSON , ' i y 4 f; _ GRENVILLE, SC 29601 PH: (864) 233-0061 X 328 SECURITY _ 'mss"Rd �� Market P1 ce at - ### - xx SECTION REFERENCE arobersonC�weekesconstruction.com S EC U RI 1 i '> t' riinole Towr:e DIGITAL ,- F,�e �erTt�r ��= = - XXX f TT=NANT SITE - - DOOR NUMBER SHEET NUMBER CHARTER , _V - `ova il I - 3 . - -, (REFER TO DOOR MESSAGING - ��� ��-` -:�+e� 20'11 WP Ba{I 13oulevard� SCHEDULE) MALIIEW CORBITT :�V . X ELEVATION REFERENCE REALITY INTERACTIVE PH: (704) 206-2433 - - �� A Mothew.Corbitt@charter.com 7 � Target _ Fes-` eta EXISTING DOOR XXX � AMANDA METER A ' � ,3 � �- N-� h_ f - - SHEET NUMBER amandam@realit�.com t jam" - - a _ - F - _ - '_' -- __,_-,-_ _ TENANT _ _ i,f ARCHITECT t� 4,7__ , ___ "-''- �� -- FEC FIRE EXTINGUISHER 1 C3 ELEVATION VIEW X =__, .. _ -.� _ _ - CABINET W/ FIRE _', -,___ �____­_ --­ __�_�_-�­,­,­,7_ �__ �- ELEVATION REFERENCE a„ avid Maus Chevrolet EXTINGUISHER 4 2 MEP ENGINEERS SIGNAGE - n�� _� { �� WALL -MOUNTED XXX -SHEET NUMBER CHARTER COMMUNICATIONS ACIES r=_ - I#;/ Bentley MC SIGNS t - ©erbyPar& FIRE EXTINGUISHER .s -,!�� ;• ,` � David Maus Toyota E- -lenientarySchovl - 3 CHARTER PRIMARY CONTACT: KENNY MARINA JESSICA BUTAUSKI i - WARE COMB.. N_��7 PH: (408) 522-5255 PH: (440) 209-6200 X 105 _.: ,3.3 €7___ -,R�a¢g;A„��_-�,____ - COMMUNICATIONS WILLIAM POLANCO -, '-T ,- = �,n _ kennyC�acies.net jessica.bu#auskiCaDrncsign.com� v t r: ;r _ - ; ` -.,v;� c. X KEYNOTE INDICATOR p �- WALL MATERIAL TYPE 1622 BROADWAY PH: (917) 656-4837 t - ,lr R 1 �_ 40TH FLOOR C-William.PolancoC�charter.com - _ e TYPE NUMBER - f r ! ,` -_= `' = Lake s Ed e g : Colonia! Village ,_- g Apartment" 15150 NW 79th Ct., SUITE 202 REBECCA LETIECQ - PM _ _ ,, , - - - � at Twin Lakes - NEW YORK, NY 10019 �, _ _ SECONDARY CONTACT: MIAMI LAKES PH: (305) 777-9167 x EQUIPMENT TAG MILLWORK SOUND G spm°CtuhCi G ��t� _� , , : ;_ _ _ _ --_ - C �-- FLOOR MATERIAL TYPE KARA ERHAMZA FLORIDA,33016 RLeTiecq@waremalcomb.com PERMIT # TO IT,?-, C/ v G r 1 �- TYPE NUMBER PH: (347) 918-6145 LEEMAN ARCHITECTURAL MILLWORK MOOD MEDIA N + - r rj-1- Kara.erhamzaC�charter.com DAVE STITCHER SANDRA CRUZ PROJECT SITE . i.. �`.1 I I ` i N REVISION CLOUD PH: (678) 718-1740 PH: 512 '- -- 583-9301 1 �: ^__ D & DELTA NUMBER pL MISC. MATERIAL TYPE CHRIS SIHAWN CONTACT: dstitcher@ieeman-ow.com SUPPORT. (512) 583-9301 345-5000 1. - 1 TYPE NUMBER PH: (404) 263-9065 sandra.cruz@moodmedia.com f - - 0 Chris.hawn@charter.com NO SCALE » N0 SCALE �_ - - - - - - - - - -. - - _ - -- - - -- - - - - - - - - - - - - --- - - - - - _ ._.-... . - ..L-,;-_;;_L-A­_­..:-:-._.._.-.r. Y . - - --- _ - - - - - -- - - �_'e,.;�6:. -- -- - - - -- - �� � _ ` _ - -= _ _ _ -= _ � __ --� _ - - - 0- w U X w Y Of 3 CLI w 0 >- z a z 0 0 w V) w M F_ 0 z J J Q = 0 0 z 0 U J a w 0 i--- = CD 0- O 0 0 z >- i - W w a_ 0 W q_ w w = -s N ::� W ow_ - CU I U fu J ♦ cuE CO OE ::� I- �= 12 tm 00 1(�"�ry N G1 �< Cn r_ LL 0 J ��� �� U) DRAWN BY: K.F. JOB NO.: ti r, 0 ♦ M CO 0O co ; �= � Q at () W LL W� W U c °� °a' Rxrn Q to N � � a -0 � 0EUj u P. 04 M •- � ca M 0._ Wu r, cc �/: >s. ��� �� U) DRAWN BY: K.F. JOB NO.: ti .. ♦ M CO • ; �= � Q at () I � I U) DRAWN BY: K.F. JOB NO.: ti J N co CO Y LL D F� Q O () LL W� � �0 � o� Q N I � I U) DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Q Lu W Lu Q �__ o W W W W _ O �, � w Y Q w 0 g cn LL_ Wwc=n 0 0p W U CL 0 b\ O 00 00 00 0 0 W 04 C4 o4N 0 0 PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET AOml�._ CAU I ION: f1 I HIS SHEE I IS NO I JO"x42" 11 IS A DEDUCED NKIN Y O r Z Q W O F -- Z: w W U Z W O U W H O I- O rK a_ m O U J Q W ¢ Li O w U F= O Z W 2 F- 0 O F- F- c.� O w m W m J J Q 2 N } U Z Q d W 0' U N Cl r z m O: D 00 O tL . L{. 0 p • D N W 0 p W W L W W m J J Q 2 N D Z Q U) Z O N Z W Q 0 w J Q U N Of LLIO W U Z W 0 W U W Of d W Y Q J J U) N Z O N Z W Z W 1- H m O U J a U-1 o- a z w M w w 0' c� ¢ } m F- CL w U X W Y Of w O } Z Q Z O 0 W V) W m F- 0 O Z J J Q 2 N Z Q m m O U J Q W Q LL - 0 O F- U d O U Z Q r F -- w W 0- 0 O w d W 2 a Q PA / PM: R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 Y Q W U) W H Q F- 0 Z J W Of Z Of U) Y W d ��W V V) Ow it V) M Of V) C.7 00 Q' U CL 0 0 O 0000 O O W N N Q M r - Q � N n n O O PA / PM: R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 C;AIJ I ION- II- I HIS �Hk I- I No I AO ­)<4T 11 I� A Hk 1)HC k 1) PHIN NOTES: 4" MAX. 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SUP RESISTANT. 4 4 ACCESSIBILITY N 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. -�FS� '`x�{ ,' „ 60 MIN.`� „ „ MAX AX. _ - , . CARPET TI SHA HAVE A P TEXTURED OOP LEVEL CUT PI LEVEL CUT/UNCUTPI 48 MIN.- 0.241 TO 0.300 CARPET OR CARE LE LL LEVEL L00 TEX LLE TEXTURE. PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. EXPOSED EDGES OF CARPETHALL BE FASTENED TO FLOOR SURFACES AND SIGN' U IMITED UNLIMITED UNLIMI D / L/1"48" `WIDTH tlii -0.090 TO 0.100 SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW. � ������ I { r I SINGLE BRAILLE CELL a o i i o 1. ALL ITEMS ARE FOR REFERENCE ONLY. REFER TO LOCAL AND STATE BUILDING CODES FOR o "= °0 _ \ ,` CURRENT AND UP TO DATE INFORMATION. m ��� > 1 v X > 12 0 �\ , �\ , - - _ i i �, x � 2 - ^' o„ � � m 00_ �`_� _ _ 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR OWNER FROM C14o ___6 ® 1 ®O I .- _ a \ ¢ oM AX. MAX. ¢ COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. o 0 0 1 0 0 1 A N v POST ^ X > 12" N (C) (A) 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND FEDERAL 1 ► CARPET PILE HEIGHT VERTICAL CHANGE IN LEVELX N ^ ACCESSIBILITY STANDARDS. 0 0 0 Lp qj4 BLANK CELL SPACE BETWEEN WORDS DOMINANT DIRECTION OF TRAVEL (A) (B) z Q 1/2" MAX. /� _ LIMITS OF PROTRUDING POST MOUNTED PROTRUDING OBJECTS DOOR 48" MIN. DOOR RAISED DorLONG DIMENSION � 2 OBJECTS WIDTH °m' 0 oo � �O 0 ®® I O � O I le / ® ® 0.059" TO 0.063" PERPENDICULAR TO I DOMINANT DIRECTION � �:: OF TRAVEL lI� M" _ � _ EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4-1/2 MAX. s' (230 mm) (o N - I I HEIGHT AND DEPTH OF URINALS TRANSFER MAXIMUM48 REACH HEIGHT ( - 42 1065 mm ( ) 40 1015 mm ( ) 3s (915 mm) 34 (865 mm) ®rl n r1 n/r1l _ I - I = rn I I o SIDE 41 .y V LJLN X v (B) NO RAISED DOT I ¢ x DMEASURED CENTER TO CENTER. GROUND SPACE BEVELED CHANGE IN LEVEL N OT HEIGHT 0.025" MIN.. TO 0.037" MAX. ELONGATED OPENINGS IN FLOOR OR } TWO DOORS IN SERIES I FLOOR O R GROUND SURFACES REDUCED VERTICAL CLEARANC BRAILLE MEASUREMENT & CHANGES IN LEVEL PROTRUDING OBJECTS DOORS, DOORWAYS & GATES SCALE: N.T.S. IACSI-Braille_ICC-01 21 SCALE: N.T.S. IACMI-Floor_surface_level_ICC-01 1 SCALE: 1/4"=1'-0" IACMI-Protruding_objects_ICC-01 11 SCALE: 1/4"=1'-0" IACDR-Series_ICC-o1 z 20" MAX. >20"-25" MAX. CHARACTERS & BACKGROUND OF SIGNS TO BE NON -GLARE ---------OTHER -' FIXTURES NOT „ NOTES: ALLOWED IN THIS AREA 13-1/2 MIN. FINISH AND TO CONTRASTo Z 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH (FLOOR OR GROUND SURFACES & iL WITH EACH OTHER , r7 g X X CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR (STANDARD COLOR: WHITE ON - J ' ¢ ¢ a LANDINGS w . _ L------- --� z :2 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS BLUE BACKGROUND, UNLESS " " g _ SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL Z I APPROVED OTHERWISE 6 17 -25 _ 00 0000 d 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND t I 1 O X � SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST. ' ¢ COLOR &CONTRAST OF SIGN MAX. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX TO BE DISTINCTLY DIFFERENT (A) (B) 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. THAN COLOR & CONTRAST OF(A) (B) 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXIWALL. UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH 7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90• THE TIME REQUIRED TO MOVE THE DOOR TO ---- __ (A) TOE CLEARANCE A POSITION of 12` FROM THE LATCH IS 5 SECONDS MIN. 16"-18" 60 MIN. 4 8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70' THE DOOR OR GATE SHALL MOVE TO 17"-19" � � WALL HUNG TYPE THE CLOSED POSITION IN 1.5 SECONDS MIN. SANS -SERIF UPPERCASE 8" r 9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: (A) (B) SIZE OF CLEARANCE AT " 9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. WHEELCHAIR AMBULATORY WATER CLOSETS 13-1 2" MIN. . .. CHARACTERS, RAISED- 1/32 MIN. / • •� X 9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. ACCESSIBLE WATER •• PER LOCAL APPLICABLE - x ACCESSIBLE WATER Z r------ x X ¢ x ¢ 9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO CLOSETS ACCESSIBILITY STANDARDS I ¢ ¢ ¢ CLOSETS { , _ z Z _ - EXCEED 15 LBS (ss.7 N). WATER CLOSET LOCATION - I O _ 9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX 1 M _ It 10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH CORRESPONDING (GRADE 2) NI ' in ri r SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS BRAILLE PER LOCAL APPLICABLE '- - r -- IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.- 11 54" MIN. 36" MIN, ACCESSIBILITY STANDARDS CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. op 25"- "I „ "I 11. WHERE AUTOMATIC AND POWER -ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE 39"-41" " " 11"_ MAX. " (A) 10» MAX. (B) > 10 - CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE. 24 MIN. 12 MIN. • 10 MAX. MIN. (A) (B) OBSTRUCTED HIGH SIDE 24" MAX. 12" MAX. 42" Z I (B) ELEVATION PLAN UNOBSTRUCTED HIGH REACH MIN.44 co :2I STALL TYPE KNEE CLEARANCE NUL KLAUM MAXIMUM REACH DEPTH 0.5' (13 mm) 2" (51 mm) s" (125 mm) 6" (150 mm) s' (230 mm) 11" (280 mm) N - _ _ HEIGHT AND DEPTH OF URINALS TRANSFER MAXIMUM48 REACH HEIGHT 1220 mm ( ) 46 1170 mm ( ) 42 1065 mm ( ) 40 1015 mm ( ) 3s (915 mm) 34 (865 mm) J _ I - I = rn ' I SIDE 41 .y V LJLN w 2 v M � TACTILE "EXIT" SIGN KNEE AND TOE CLEARANCE REACH RANGES 32 MIN. 32 MIN. 32 MIN. 36 MIN. 12 SIDE WALL GRAB BAR AT REAR WALL GRAB BAR AT 1' SCALE: 3"= -0" IACSI-Exit-ALL SCALE: 1/4"=1'-0" IACMI-Knee_toe_clear_ICC-01 17 SCALE: 1/4"=1'-O" IACMI-Reach_range_ICC-01 O N WATER CLOSETS WATER CLOSETS A - 24" 48" MIN. 24" 17-19",-SPOUT7" MIN MAX. MAX. OUTLET SPOUT OUTLET01 _ y 15" MIN. 5" MAX. 24" AX (A) (B) (C) (D) DISPENCER OUTLET LOCATIONS 0 z O 5 1 z x X HINGED DOOR SLIDING DOOR FOLDING DOOR DOORWAYS WITHOUT DOORS TO COMPLY WITH FIGURE 604.7 MAX - - - � Z = X 0 ¢ o a CLEAR WIDTH OF DOORWAYS of ICC A117.1-2009 � ; 5 0 NOTE: co cV N co _ _ "'Lo _ _ 'co d ¢ MSN hu SEE "DRINKING FOUNTAIN" M y _ _ rn N io°' N r7 NOTES ON ACCESSIBILITY "' �' ------ ------ ' OR�FIC CLEAR WIDTH OF AN ACCESSIBLE ROUTE r i 11 1 A DOOR PULL SHALL BE NOTES SHEET FOR I 0I I I I ADDITIONAL INFORMATION 6" 8" EQUIPMENT 15" IN " ; i i f_ PLACED ON BOTH SIDES OF " I THE DOOR NEAR THE LATCH PERMITTED IN 30 CLR 13- /2 MIN. z i I "I r ., • MAX. MIN. SHADED AREA STANDING 6" 8" I 112 1 MIN * ' z - , 60 MIN. 60 MIN. MAX. MIN. FORWAR I " I mac__ I " „ Z WHEELCHAIR ACCESSIBLE DRINKING APPROACH o 1 18 !MIN. II ,IL Z _ FOUNTAIN LAVATORY URINAL ADULT x. wA�L HUNG ADULT FLOOR R DRINKING FOUNTAIN MouNTED Q ®to ---- - -- • WATER CLOSET WATER CLOSET (A) AND CHILDREN'S WATER z z CL FRONT APPROACH, PULL SIDE SIZE OF WHEELCHAIR ACCESSIBLE CLOSET * 4" TOILET COMPARTMENT _ z S W �I j N N x O IF BOTH CLOSER AND LATCH ARE PROVIDE MAX. _� � B h ® • Q ¢ _I Q I FRONT APPROACH, PUSH SIDE - DOOR SHALL _' ~ '14 `° o\wio MIN z M z NOT SWING 04 m �'�G\0 DRINKING Lr, N o0 r---------------, INTO THE - : J Pvv � ro 19 %N I 1 r----------------� c•� REQUIRED MIN r �. c� FOUNTAIN 42" MIN. 42" MIN. 36" MIN. 36" MIN. ; i ; 1 � AREA OF THE .0 "� INSULATE EXPOSED FRONT & SIE I I I - ����0� p APPROACH I _ -. _ 15 ' I ? ' 1 COMPARTMENT - I Z �G�S`' A X < 48 B X < 48co MINPIPES AND MIRROR NOT OVER A ACCESSORIES I 36 MIN. I ) , 42 MIN. I z , = b 'c> �) " O " MIRROR @ LAVATORY FIX COUNTER :z OR , " I _ I " 1 (A) FRONT PARTITION z_ 180 TURN 180 TURN (EXCEPTION) LAVATORY CLEAR WIDTH AT 180' TURN -----� o o N CLEAR WIDTH Q MOUNTING HEIGHTS ----- •, ------ 56" MIN. SCALE: 1/4"=l'-O"IACMI-Clear_width_ICC-01 1 v SCALE: 1/4"=1'-0" IACMI-Mounting_ht_ICC-01 1 (C) (D) �, o J WALL HUNG 8" MIN. ----,,,HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE m 0 ,r, ¢ W.C. i KNEE. ---6" MAX. " (C) ALTERNATE 59" MIN. CLEARANCETOE 12 MIN.* r_ ------------,. ' 6 SIDE WALL -0R PARTITION FLOOR MTD. 11" CLEARANCE AREA_ OF ,,,------_,` 60" MIN. �---- - I I MIN. �---------- I I � ¢ O W.C. " " 1 RARY U E i i i 1 WHEELCHAIR ACCESSIBLE TOILET 17"-25" •••••° ~�� �' �\ -- � z i 1 � � ; „ ' COMPARTMENT DOOR OPENINGS PARTITION - 2" MI 00, 4" * ,��. ------ ------ --- IN. MAX. " i \ _ I X60 i 54" MIN. IF CLOSER IS PROVIDED. „ MAX. ALCOVE /` '/ I{ \N w , �� Z O F ; \- I N` I ¢ ¢I O 48 MINfm . N I I I - O " � I � � , , m LATCH APPROACH,. PULL SIDE z � � 1 48 MIN. 1 I ------�--- 00 _ 1----• / 1 I p r - { ► 00 L- w `� ----� --- ko (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. _ (A) ; y o0 z / i ¢ `` i _ �� 1 1 (**) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. co ELEVATION ADULT I = z - (E) I I .� I - Z I r---- / ¢ \ coJ Z i I I r------------� I to ISPA o I y x / M z _ z ¢ z I I ; � PARTITION L ------ ----J ----'' \- -- = I I HINGE APPROACH, PUSH SIDE z o I �{y�-� o ISPA ------ oe�/o o U I �{,. - o - c =co CIRCULAR TURNING SPACE N F f 24" IN. 36" Z 6" g" L - - - - - - o_� ---- POSITION AND HEIGHT I I - ---- 1 N - MIN. 48" MIN. L----- BASE------� I �* /Z, IN. (C) ___ OF BRAILLE I, I, - \� _ PLAN CHARACTER HEIGHT ---------------- 12" 36" MIN. 12" ----- -�04 * ALCOVES WITH A DEPTH / `� i ; MIN. MIN. 1 N z GREATER THAN OR EQUAL TO 24" I/ AREA OF I ) z WHEELCHAIR ACCESSIBLE TOILET „ I O 1 T -SHAPED TURNING SPACE AMBULATORY ACCESSIBLE COMPARTMENT TOE CLEARANCES SHALL BE A MINIMUM 36 WIDE. i �� i REFUGE I 1 - TOILET COMPARTMENT R / i ) i (*) 48" MIN. IF CLOSER IS PROVIDED. ELEVATIONS CHILDREN / I yn (G) \�`. ,�.'� z < �--------------------� i �- ----- == LATCH APPROACH, PUSH SIDE -- _ slzE of cL AR FLOOR WATER CLOSETS AND TOILET ACCESSIBLE DRINKING FOUNTAIN c co 48" MIN. SPACE r MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS COMPARTMENTS &URINALS d L 4 SCALE: 3/8"=1'-0" ITOHC-HC_drinking_fntn-01 _IBC T z i i " " -------- ----------- � I I SCALE: 1/4 =1 -0 IACPE-Water-01 I1 ------1 co HEIGHT OF RAISED CHARACTER ABOVE I ) Z I E , FINISH FLOOR OR GROUND ; 0 )1 rbr ; o 1 18" IMIN. I I co I I CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN 1 I L ------------ i 00 OUTSIDE DIAMETER OF 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. (77= 4s, ----- g 30 MIN. x 1-1/2" SPACINGTHE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. (7\IT �. 00 (A) FORWARD (A) - THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS L_ SIZE AND POSITION OF CLEAR FLOOR (B) PARALLEL PULL SIDE SHALL BE 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MINIMUM. SPACE -------� r ---------i z CENTERED ON TACTILE U N I S EX NOT IN i -- "--------- I I I I POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 18" CHARACTERS PICTOGRAM z I I z I �j I - 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO MIN. FIELD I I ; i g I A �/ I THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S --- -----=---� _ I I _ II2 MIN' j USE, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES MINIMUM LOCATION OF SIGNS AT PICTOGRAM FIELD ' - _ T AND 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE DOORS ^ =- I 1 in 7 I I I 00 °O A O GRIPPING SURFACE. t 1 I I - L ---____J A_ _ A PROJECTING RECESSED x I I t n 1 ) I x P,, ----- _ x OBJECTS OBJECTS 4"-4.8" X ; O ; `_ SPACING OF GRAB BARS PERIMETER 44 _ 1 I I 1' � ' /� L -------------------- j 2" MAX. ------------�60" MIN. (B) (C) PUSH SIDE PUSH SIDE, DOOR PROVIDED 36" MIN. WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCE INTERNATIONAL SYMBOL INTERNATIONAL SYMBOL MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL OF ACCESSIBILITY OF ACCESS FOR IN AN ALCOVE, FORWARD APPROACH MANEUVERING CLEARANCE AT RECESSED DOORS (A) (B) HEARING LOSS APPROACH GRAB BAR NON -CIRCULAR CROSS SECTION SIGNS CLEAR FLOOR OR GROUND SPACE DOORS DOORWAYS & GATES GRAB 15 BARS SCALE: N.T.S. IACSI-Signs_ICC-01 20 SCALE: 1/2"=l'-0" IACMI-Floor-spaceJCC-01 SCALE: 1/4"=1'-O IACDR-1_ICC-01 1 O SCALE: N.T.S. IACMI-Grab-bars_ICC-01 5 F_ 0_ w U x w Y Of Of w _ 0 r z z 0 0 w w m F_ 0 z J J ¢ 0 0 Z m m 0 U J w a' ¢ O S t7 d 0 U 0 z w o_ 0 CL w F_ W 0- z 0 F- ¢ U U w CL V) PA / PM: R. LETIECQ DRAWN BY: W O cz a� cz V 0 N m E o U 0 0 N cu e� a J PA / PM: R. LETIECQ DRAWN BY: G > � J 0 J m Y O M 0 �a o e� a who to 41 .y V LJLN w 2 v 3x� IN v .•.' +: '> Lo r+ tri co to 'u PA / PM: R. LETIECQ DRAWN BY: G > � J N co J m Y 0 �a o Um a who LJLN PA / PM: R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 Y w U) J Q w W a 0 J m co W w U Y a Qwo U �(nu- ui w=) � w caf N U 00 c U a 0 0 0 O oo �o a W o 1-1 Q r1-1 r Q N O o PA / PM: R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 SHEET AOm3 OFFICE: B 997 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 10 NO �s w ,x APPIM40 s t ... .... _. r.,. Q UE iggi STORAGE CASH I 477,777 OUTI U �5M OCCUPANCY AND EXIT PLAN C;AU I ION: II- I HIS SHEL I IS NUI JOU x42 11 IS A RLUUC;EU PRIN 103 UNISEX ADA TOILET - - Y r� - - SEE SHEET A0.1 FOR GENERAL PROJECT NOTES 2 -A -10B: C (FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE - FEET OR PORTION THEREOF ON EACH FLOOR. 11. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN Q w 0 o >_ z Q �_ �' P.•••'�•• l�� ¢��'•�y 0: ��•. V� 104 SERVER B 100 RESTROOM SUMMARY 1 FIRE AUTHORITY NOTES z BREAK OCCUPANCY AND EXIT PLAN C;AU I ION: II- I HIS SHEL I IS NUI JOU x42 11 IS A RLUUC;EU PRIN 42 OCCUPANTS X .2 = 8.4 EQU RIRED _ 176"PROVIDED 14. ALL REQUIRED FIRE . DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY N SHOWING THE SPECIFIC RATING.im V) LEGEND - 15. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING Z AND FIRE CODES. o V) z 16. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY L:2Lj INDICATES AREA NOT IN CONTRACT (N.I.C.) OR ANY SPECIAL KNOWLEDGE OR EFFORT. n 0 17. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION Q SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE N LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL INDICATES MERCANTILE AREA. ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. Of 0 18. REFER TO ENGINEER'S DRAWINGS FOR FIRE ALARM AND FIRE SPRINKLER w GUIDANCE. Z w uj - o INDICATES BUSINESS AREA. 19. SIGN VENDOR TO PROVIDE AND INSTALL WALL -MOUNTED TACTILE "EXIT" SIGN AT ui LOCATIONS INDICATED. SEE DETAILS 20, 21 & 22 ON SHEET AO.3. w La Y H INDICATES EXIT OCCUPANCY & EXIT NOTES J Q U) UNOBSTRUCTED PATH OF TRAVEL r1 FAIL SAFE CARD READER. z 0 N 22 NEW FULLY ACCESSIBLE RESTROOM FACILITY. bi NEW CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADEDo ® QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE 0 EXISTING FIRE RATED PARTITION TO REMAIN. z DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. L ckf3 FEC NEW SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE m EXTINGUISHER BY POTTER-ROEMER. o v NOTE: EXIT SIGNS SHALL BE SELF -LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH Q SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. Z w w w c� m 103 UNISEX ADA TOILET - - Y 62 - - SEE SHEET A0.1 FOR GENERAL PROJECT NOTES 2 -A -10B: C (FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE - FEET OR PORTION THEREOF ON EACH FLOOR. 11. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN Q w 0 o >_ z Q �_ �' P.•••'�•• l�� ¢��'•�y 0: ��•. V� 104 SERVER B 100 RESTROOM SUMMARY 1 FIRE AUTHORITY NOTES z BREAK B 100 221 2 0 48" 106 CARTS B 100 z 3 6" 48" 107 SECURED STORAGE B 100 56 1 w � 36" 108 Y v) z B 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN 1 .2" 36" 109 MULTI-PURPOSE B 1 100 ADVANCE. z w .2" FIXTURES REQUIRED (BASED ON FPC TABLE 403.1): x a o L? _ ~ zo o w o' za ~ TOTAL OCCUPANTS = 42 TRAVEL DISTANCE TO EXITS MAXIMUM TRAVEL DISTANCE TO EXITS (107.2 SPRINKLERED BUILDING);_ M/ MERCANTILE (RETAIL) .......................................... B/BUSINESS (OFFICE) ................................................ 250 FEET MAX. 300 FEET MAX. ACCORDANCE WITH STATE & LOCAL FIRE CODES. 13. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. w m � z z� O 2. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF 00 0 z < oY o V) COMBUSTIBLE BUILDING MATERIALS TO THE SITE. b, w IL MERCANTILE 1,937 S.F. _ 60 = 32 _ 2 = 16 : 1 - 1 1 1 3. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE o OFFICE 997 S.F. _ 100 = 10 _ 2 = 5 : 1 - 1 - - PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0" '- TOTAL 2,934 S.F. 21 2 - 2 1 1 Z AND SPRAY BOOTH. 0 4. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR m * FPC 403.2, EXCEPTION 3: PERMITS A SHARED FACILITY FOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER o X MERCANTILE OCCUPANT LOADS OF 100 OR FEWER. _ STATE & LOCAL FIRE CODES. c� 0 W FIXTURES PROVIDED: 5. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER Q WATER CLOSETS: 2 06 m SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE m ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR < LAVATORIES: 2 _ C) MORE. DRINKING FOUNTAIN: 2 U 0 SERVICE SINK: 1 6. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM W Z BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. F= a 0 z 7. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE F_ & LOCAL FIRE CODES. m 8. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION 0 ~ EXITING ANALYSIS d EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION ~ O SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS U SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 0 0 ROOM OCC. OCC. LOAD SQUARE OCC. REQUIRED EXIT WIDTH Q m NUMBER NAME GROUP FACTOR FOOTAGE LOAD EXIT WIDTH PROVIDED 9• LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN m w Uw O� Of w O ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO 100 RETAIL M 60 1,937 32 6.4" 72" w THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION Q � 2 FROM FIRE DEPARTMENT PRIOR TO ORDERING. - N 101 VESTIBULE B 100 50 1 2" 36" 102 UNISEX ADA TOILET - - 47 - - 36" 10. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: Z 42 OCCUPANTS X .2 = 8.4 EQU RIRED _ 176"PROVIDED 14. ALL REQUIRED FIRE . DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY N SHOWING THE SPECIFIC RATING.im V) LEGEND - 15. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING Z AND FIRE CODES. o V) z 16. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY L:2Lj INDICATES AREA NOT IN CONTRACT (N.I.C.) OR ANY SPECIAL KNOWLEDGE OR EFFORT. n 0 17. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION Q SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE N LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL INDICATES MERCANTILE AREA. ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. Of 0 18. REFER TO ENGINEER'S DRAWINGS FOR FIRE ALARM AND FIRE SPRINKLER w GUIDANCE. Z w uj - o INDICATES BUSINESS AREA. 19. SIGN VENDOR TO PROVIDE AND INSTALL WALL -MOUNTED TACTILE "EXIT" SIGN AT ui LOCATIONS INDICATED. SEE DETAILS 20, 21 & 22 ON SHEET AO.3. w La Y H INDICATES EXIT OCCUPANCY & EXIT NOTES J Q U) UNOBSTRUCTED PATH OF TRAVEL r1 FAIL SAFE CARD READER. z 0 N 22 NEW FULLY ACCESSIBLE RESTROOM FACILITY. bi NEW CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADEDo ® QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE 0 EXISTING FIRE RATED PARTITION TO REMAIN. z DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. L ckf3 FEC NEW SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE m EXTINGUISHER BY POTTER-ROEMER. o v NOTE: EXIT SIGNS SHALL BE SELF -LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH Q SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. Z w w w c� m 103 UNISEX ADA TOILET - - MIA18-6041-00 62 - - 36" 2 -A -10B: C (FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE - FEET OR PORTION THEREOF ON EACH FLOOR. 11. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN Q w 0 o >_ z Q �_ �' P.•••'�•• l�� ¢��'•�y 0: ��•. V� 104 SERVER B 100 63 1 2" 36" 105 BREAK B 100 221 2 .4" 48" 106 CARTS B 100 294 3 6" 48" 107 SECURED STORAGE B 100 56 1 .2" 36" 108 CASH OUT B 100 1 120 1 .2" 36" 109 MULTI-PURPOSE B 1 100 84 1 .2" 36" �� SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 12. BUILDINGS) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE _ _ " " "" EXCEEDS 12 0 I H I N E GHT AND 6 0 FOR GROUP A PLASTICS AN TAI S D CERTAIN -OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK -SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH PILED STORAGE IN o L? _ ~ zo o w o' ti • :a co Q * •� N o= �•• 2•r� n �6;"••.• fid• ... • S •• R TOTAL OCCUPANTS = 42 TRAVEL DISTANCE TO EXITS MAXIMUM TRAVEL DISTANCE TO EXITS (107.2 SPRINKLERED BUILDING);_ M/ MERCANTILE (RETAIL) .......................................... B/BUSINESS (OFFICE) ................................................ 250 FEET MAX. 300 FEET MAX. ACCORDANCE WITH STATE & LOCAL FIRE CODES. 13. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. w m � Z 42 OCCUPANTS X .2 = 8.4 EQU RIRED _ 176"PROVIDED 14. ALL REQUIRED FIRE . DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY N SHOWING THE SPECIFIC RATING.im V) LEGEND - 15. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING Z AND FIRE CODES. o V) z 16. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY L:2Lj INDICATES AREA NOT IN CONTRACT (N.I.C.) OR ANY SPECIAL KNOWLEDGE OR EFFORT. n 0 17. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION Q SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE N LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL INDICATES MERCANTILE AREA. ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. Of 0 18. REFER TO ENGINEER'S DRAWINGS FOR FIRE ALARM AND FIRE SPRINKLER w GUIDANCE. Z w uj - o INDICATES BUSINESS AREA. 19. SIGN VENDOR TO PROVIDE AND INSTALL WALL -MOUNTED TACTILE "EXIT" SIGN AT ui LOCATIONS INDICATED. SEE DETAILS 20, 21 & 22 ON SHEET AO.3. w La Y H INDICATES EXIT OCCUPANCY & EXIT NOTES J Q U) UNOBSTRUCTED PATH OF TRAVEL r1 FAIL SAFE CARD READER. z 0 N 22 NEW FULLY ACCESSIBLE RESTROOM FACILITY. bi NEW CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADEDo ® QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE 0 EXISTING FIRE RATED PARTITION TO REMAIN. z DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. L ckf3 FEC NEW SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE m EXTINGUISHER BY POTTER-ROEMER. o v NOTE: EXIT SIGNS SHALL BE SELF -LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH Q SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. Z w w w c� m W Q R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 a w C) x w Y Q O of w 2 O Q' } Z Z g Z O Q 0 W V) w IL m O Z Q X _ (/) 0 W Z Q 06 m m O _ C) J U Q W Z w a O F_ m -, O w W a d O U 0 Z Udo Q F_ Of w Uw O� Of w O w w � 2 W Q PA / PM: R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 Y Q W Q' Z Q IL W Q X W 06 U Z Y w W a Udo Uw O� Of w � N IL — 0 CJ 0 o 0 0 O O O W N \ 0 N O O PA / PM: R. LETIECQ DRAWN BY: K.F JOB NO.: MIA18-6041-00 C TRENCHING GENERAL NOTES N: II- I HIS SHEE I IS NUI 50"x42" 11 IS A REDUCED PRIN Y ftf SEE SHEET AO.1 FOR GENERAL PROJECT NOTES < N z W o GENERAL- DEMOLITION NOTES z w W j r fiTl ® Gy LI/ I f II iii k�� p D 10 t11 I If f� r -------J I------ LJ I --------------J r I1 1I f 1 I i C D II II 10'-7" 1f 1f p 1 1 D D D D p TYP 7 p ri r �l i i rTrr rTrr rTrr rTrr rTr Tr J1. �1 � r � -----------L-----------------� L--------u-----------u-------------------------u--------------------------H--------------- --- ----- ----I�------------------ :_ _----------------------- -----------� r----- Rc r I�--- -------------7- r--------- 1 X ri c D r X n------ ��ray► 7��.. r�yr Y��----------------------------------r�� �T r ��----------- _ D D 2 \ J F i 10 D ��� D 10 i G�� -D� , 1 I I I D a i/ O D @E3 I I I I i r ,�� _ I f ,'C. I f ,�'v I I ► 9 8 1 D ��� I \\\\ r I �,� �, i i TYP 4 r ----------------------i �J ��� F-------------- ----i 5 - L ------------------------J L --J L -----------------J - it 6 TYP 12 TYP /� - u -C--------- r----, A. t------- ------ ;� f i ► ii 11 \` r I � f 1 I f I 9 10 iii i ����'�� 10 r i TYP II Mg'r---�C��j � � i -1 1/411=11-011 111 1 0 2' 4' 8' 16' DEMOLITION FLOOR PLAN SCALE: 1/4"=V-0" _- � � - -_�_ - � _- - � iJi` ••-ate �-r �_ __-_�� La _ �_+-�� � � cc - �� � -�� u� � �-� _L�.-_� �__`� 1. �5 REMOVE ALL UN -USED ELECTRIC OUTLETS AND TERMINATE LINES BACK TO CONDITIONS. I. vnnrvn7vll v1 LnIJulvv Vv1vvI11v1Na IlrivL [.)Luv %,%JfV1r1LCV rnvm LAIJlnvv UMI/1 SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO 2 0 THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION x 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, cin ADVANCE WITH THE OWNER. © REMOVE ALL DATA / LOW VOLTAGE CABLING AND OUTLETS. WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE o 22. 33. REFER TO FFE PLAN FOR CRITICAL HOLD DIMENSIONS BETWEEN FIXTURES. COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR _ 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE �7 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND z SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT 0 SPECIFICATIONS. 34. VERIFY FINAL FIXTURE AND PENETRATION LOCATIONS IN FIELD PRIOR TO SAW 24. IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE o O;` o CUTTING AND INSTALLATION OF OUTLETS (TYP.) CUT -1N SECTION OF WALL AS REQUIRED FOR NEW 4'-0" DOOR. COURSE OF THE DEMOLITION WORK. o ILL Q Q o REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO m THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACESu. MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING o N 35. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR SAW CUTTING OF CHANNEL IN 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL Of CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE EXISTING CONCRETE SLAB FOR RUNNING OF TELECOMMUNICATIONS AND � •- � � UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE REMOVE PLUMBING FIXTURES. CAP PLUMBAS REQUIRED. CONTRACTOR. o ELECTRICAL CONDUITS. REFILL SAW CUT WITH 3,000 PSI CONCRETE WHEN BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP 00 o 1i �• R FINISHED. REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE a TO PREVENT VANDALISM. FINISHES PER FINISH PLAN. DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS w Q REMOVE DOOR ASSEMBLY. DONE IN A LEGAL MANNER. m ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. w 0 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, _ LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT wo DEMOLITION KEY NOTES 9� WALL SURFACE. CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES ao SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING o 0 ¢ FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO >- PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS w OF THE EXISTING BUILDING ELEMENT(S). IF`THE EXISTING FIREPROOFING , mo REQUIRED. INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS a_ �j REMOVE EXTERIOR STOREFRONT DOOR ASSEMBLY. O� 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, REMOVE EXTERIOR DOOR ASSEMBLY. O TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON = THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO c� 0 REMOVE EXISTING STOREFRONT GLAZING AND EXTERIOR DOOR AS REQUIRED AS NOT TO DAMAGE ADJOINING CONSTRUCTION, 00 TO ACCOMMODATE NEW STOREFRONT DOOR AND GLAZING SYSTEM TO Of m MATCH EXISTING. 6. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING Lu z UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM m DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR Q _ ® GC TO SAW CUT AND TRENCH AS REQUIRED FOR ELECTRICAL CONDUIT REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN RUNS, FLOOR BOXES AND STUB UPS. REFERENCE: A3.1 FOR END OF RUN CONJUNCTION WITH THE EXECUTION OF HIS WORK. = N LOCATIONS AND DETAIL 9/A9.3 FOR SLAB REPLACEMENT. >- 7 7 ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING 0 j r fiTl ® Gy LI/ I f II iii k�� p D 10 t11 I If f� r -------J I------ LJ I --------------J r I1 1I f 1 I i C D II II 10'-7" 1f 1f p 1 1 D D D D p TYP 7 p ri r �l i i rTrr rTrr rTrr rTrr rTr Tr J1. �1 � r � -----------L-----------------� L--------u-----------u-------------------------u--------------------------H--------------- --- ----- ----I�------------------ :_ _----------------------- -----------� r----- Rc r I�--- -------------7- r--------- 1 X ri c D r X n------ ��ray► 7��.. r�yr Y��----------------------------------r�� �T r ��----------- _ D D 2 \ J F i 10 D ��� D 10 i G�� -D� , 1 I I I D a i/ O D @E3 I I I I i r ,�� _ I f ,'C. I f ,�'v I I ► 9 8 1 D ��� I \\\\ r I �,� �, i i TYP 4 r ----------------------i �J ��� F-------------- ----i 5 - L ------------------------J L --J L -----------------J - it 6 TYP 12 TYP /� - u -C--------- r----, A. t------- ------ ;� f i ► ii 11 \` r I � f 1 I f I 9 10 iii i ����'�� 10 r i TYP II Mg'r---�C��j � � i -1 1/411=11-011 111 1 0 2' 4' 8' 16' DEMOLITION FLOOR PLAN SCALE: 1/4"=V-0" _- � � - -_�_ - � _- - � iJi` ••-ate �-r �_ __-_�� La _ �_+-�� � � cc - �� � -�� u� � �-� _L�.-_� �__`� 1. �5 REMOVE ALL UN -USED ELECTRIC OUTLETS AND TERMINATE LINES BACK TO CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREASui a¢ ARE NOT ALLOWED WITHOUT PRIOR APPROVAL POINT OF ORIGIN. THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION x 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, cin ADVANCE WITH THE OWNER. © REMOVE ALL DATA / LOW VOLTAGE CABLING AND OUTLETS. NOT LESS THAN 24 -HOURS IN ADVANCE: o 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS; NAIL HOLES, w CHIPS AND CRACKS. _ 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE �7 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND z PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. SPECIFICATIONS. ,,; N ¢•' • •�yJ 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR o O;` o ® CUT -1N SECTION OF WALL AS REQUIRED FOR NEW 4'-0" DOOR. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. o ILL Q Q o REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO m THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACESu. MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING o N REMOVE EXISTING MILLWORK. INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING = I - O : W CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE J � •- � � 10 REMOVE PLUMBING FIXTURES. CAP PLUMBAS REQUIRED. CONTRACTOR. o 'r6b'• 3d, • • �5 �lS,`• • 0ING FIRE DEPARTMENT. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE o 1i �• R 11 REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE c TO PREVENT VANDALISM. FINISHES PER FINISH PLAN. DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE > 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR 12 REMOVE DOOR ASSEMBLY. DONE IN A LEGAL MANNER. m w 0 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY N ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS a DIRECTED BY THE OWNER. LEGENDS0 12. IN ORDER TO INSTALL- SOME OF THE NEW WORK (INCLUDING, BUT. NOT LIMITED N TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE z Li CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING INDICATES AREA NOT IN CONTRACT (N.I.C.) o NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED w COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. In 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE o IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WALL LEGEND WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS z INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. w CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF bw EXISTING CONSTRUCTION TO REMAIN CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. w a 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. EXISTING CONSTRUCTION TO BE REMOVED Y 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING a OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE _ ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. N U) 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES zo AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND Z THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND :ui 2 NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE fz BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE m REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND o LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. J 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE w REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM a REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. ~" B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. l- - C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. Z Lu m 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE w w LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. m 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS a C.C./A.R. ARE NOT ALLOWED WITHOUT PRIOR APPROVAL MIA18-6041-00 x 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN `j ADVANCE WITH THE OWNER. 0 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS; NAIL HOLES, w CHIPS AND CRACKS. _ 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE 0 >- EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING z PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. Z 0 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR o CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO m w MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING l.- INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY z INSPECTOR. J 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. c=n SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY o FIRE DEPARTMENT. a 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION m o PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM 0 TO PREVENT VANDALISM. ¢ 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING m WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR J APPROVAL FROM THE OWNER. w 0 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, _ INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR 2 REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A 9� CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES ao SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT 0 ¢ FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO >- STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF`THE EXISTING FIREPROOFING , mo INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS a_ DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR w THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING I w ELEMENT(S). a U) 30. EXISTING DOORS TO REMAIN U.O.N. 10 NI 1 1 V) C PA / PM: R. LETIECQ DRAWN BY: C.C./A.R. JOB NO.: MIA18-6041-00 Y w z Q J w O� O J LL z O �-- t: m J U) w w O Y N o . w N w w U) <0n N w 0 0 W U CL oC) 0 o m m ��0 QN 0 0 PA / PM: R. LETIECQ DRAWN BY: C.C./A.R. JOB NO.: MIA18-6041-00 CAU I ION: 11- I HIS SHEE I IS NUI ,%"x42" 11 IS A REDUCED NKIN DEMOLITION KEY NOTES SEE SHEET AO.1 FOR GENERAL PROJECT NOTES GENERAL DEMOLITION NOTES Y Of z ¢ U- 0 Z: w w U ¢ JOB NO.: MIA18-6041-00 z U-1 OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA 12. REMOVE ALL EXISTING CEILING GRID &TILES THROUGHOUT AND PREP FOR SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO o NEW. SAVE ALL DEMO'D LIGHT FIXTURES & EXIT SIGNS FOR POSSIBLE WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE w RE -USE IN NEW GRID. CLEAN FIXTURES AS REQUIRED FOR "LIKE NEW" COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR r CONDITION. RE -LAMP AS REQUIRED. SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT 0 - 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE r - 22. COURSE OF THE DEMOLITION WORK. o 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL a LEGENDS UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE : �Op,...,.' BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP o 13. DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE a MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. m o 0.00 .Q ¢ o w AREA NOT IN CONTRACT (N.I.C.) ng 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS U' `* .0 ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. v -INDICATES LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT o w WALL SURFACE. w CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF i �l6�d, 0 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING Z �5 0 PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS - CEILING LEGEND REQUIRED. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. o CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, z r EXISTING SUSPENDED CEILING GRID &TILES TO BE REMOVED TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON = 1 THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO c� OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 0 EXISTING 2x4 LIGHT FIXTURE TO BE REMOVED OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE m L_�.D� 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING w 'CD EXISTING RECESSED DOWNLIGHT TO BE REMOVED UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM m F-1 DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR tt EXISTING 2'x2' LIGHT FIXTURE TO BE REMOVED REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN = L- r=� CONJUNCTION WITH THE EXECUTION OF HIS WORK. V) EXISTING SUPPLY AIR GRILL TO BE REMOVED >- L=J 7 ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING Z i i i i 1 r --+----------_ - l 1 I II 1 I I I l 1 I I I I 1 I 1 1 t 1 I I I I I I 1 1 I 1 I 1 I 1 t 1 I t I 1 I --1----------L--X11-----L----L--------L----1-----L-� L-----L----1----J----- -- � I I I I I I ► \ D 1 I I I I D I I 1 D I I 1 D I 1 r --7---------- 1 t 1 I I 1 I I I 1 r i i i i i i i i i i I 1 I I I \ 1 1 I \ 1 I f \ 1 I I \ I I r \ f I 1 1 \ 11 1 1 \ 1 t 1 1 I \ 1 I 1 \ I I 1 \ I I I \ I 1 1 \ 1 I I I \ T ---__ - J 1------r 7--_-1---- I I I I I I I I I I f I I I 1 I ! t 1 I ► I I I I I I ! I 1 I 1 1 I I 1 I I I r I ! I � � I I I 1 I 1 I I I I r 1 r I Y ► f 1 I� �I 1 I I 1 1 I 1 I 1 1 I __-- I 1 ---- I I ! 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I f 1 1 1 I I I 11 I 1 \ I I I \ I 1 f t I I I I\ ! I I I I �\ r \ 1 I i ( i I 1 \\ I I 1 1 \\ I 1 1 \\ 1 1 i i �\ I til `; I I I FI-----�----T �---� r ----t---- ---- ------�----�----- ----- �-----{----- 1 1 1 \ 1 I , ,- t \ I11 ----- t---- t------------- -- ---- III 1 1 1 r 1 t I I I I I I I I 1 L\\ ,/ 4----J 1 I I \\ ,� I { { t 1 I I I r I I 1 I I I I ► I 1 I I III `g--T----------r--1 �� i i iii i I//\\ i I � ;�/\\ ► I , , 1 I , I , , I t , 1 1 i i 1 i i i t I i 4 1 �.--+----------I---i 1/411=11-011 111 1 0 2' 4' 8' 16' DEMOLITION CEILING PLAN Imo`_j EXISTING RETURN AIR GRILL TO BE REMOVED CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION w ¢ JOB NO.: MIA18-6041-00 ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED WALL -MOUNTED EXIT SIGN TO BE REMOVED NOT LESS THAN 24 -HOURS IN ADVANCE. 21. TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE w - r ckf � "T,JUNCTION BOX, CEILING -MOUNTED (IN ACCESSIBLE CEILING). 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL a • 1� 22. TO BE REMOVED UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. _ SPECIFICATIONS.J �Op,...,.' In "C, CAMERA CEILING -MOUNTED TO BE REMOVED 13. m O; •J: 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. o 0.00 .Q ¢ o IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES U' `* .0 WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS v INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING 24. 0. w CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE=, CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF i �l6�d, CONTRACTOR. o �5 0 - 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. o CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY z DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE > H Q OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE m 25. OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE DONE IN A LEGAL MANNER. ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. o .J U) 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY N ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS z m 20. DIRECTED BY THE OWNER. ¢ JOB NO.: MIA18-6041-00 ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. In 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED z .00 21. TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE w - CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR ckf � REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING 0 22. NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. _ In 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND 0 r REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE o N IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE Q Z WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS v 24. INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. w CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF �w CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. w REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO m 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. o INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY z 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION H Q AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING Q 25. OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE _ ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. o FIRE DEPARTMENT. U) 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES o 0- AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND z THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND w NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE o 27. ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE z BEEN TAKEN. Z ¢ APPROVAL FROM THE OWNER: w 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT 0 28. EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE Tri REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND 0 LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. u J CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES mo 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE 0 29. REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM Q REQUIREMENTS: >_ A. FULL HEIGHT WALL FROM FLOOR TO CEILING. ~ U B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. 31 C. NON-COMBUSTIBLE ACCESS DOOR NTH (3) HINGES AND SPRING CLOSER. w z 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE w ui LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS 0 AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. } m DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR w THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). a In 30. EXISTING DOORS TO REMAIN- U_O.N. 1 z0 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS �- a JOB NO.: MIA18-6041-00 ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. w 0 x 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN Y ADVANCE WITH THE OWNER. ckf � 0 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. _ 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE 0 r EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING w N PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. Q Z 0 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR in CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL N THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO 0 REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO m MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING o INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY z INSPECTOR. J Q 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. v SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY o FIRE DEPARTMENT. Q 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION m o 0- PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. (' (D w 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING O WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR Z ¢ APPROVAL FROM THE OWNER: w 0 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, _ INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR S2 REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A J CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES mo SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 0 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT 0 a FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO >_ STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) w U OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING o INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS a- DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR w THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). a In 30. EXISTING DOORS TO REMAIN- U_O.N. 1 z0 PA / PM: co DRAWN BY: cJ JOB NO.: MIA18-6041-00 z Y N c� � z Q w N w Lu H PA / PM: co DRAWN BY: C.C./A.R. JOB NO.: MIA18-6041-00 Y Q Lu z Q J 0- (' (D w Z ¢ J W U z _O F_ ~ J � w OY of N o W cn=) w W c_- 0 0 � U CL 0 0 oo a 0 m m WC140 N 0 0 PA / PM: R. LETIECQ DRAWN BY: C.C./A.R. JOB NO.: MIA18-6041-00 CAU I ION: 11- 1 HIS SHEE I IS NO I50"x42 � I I IS A REDUCED PRIN I - SEE SHEET AO.1 FOR PROJECT NOTES Of O 3 LEGENDS GENERAL NOTES } Z O 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION Z INDICATES AREA NOT IN CONTRACT (N.LC.) LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. � w U 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. w ### DOOR TAG. SEE DOOR/FRAME/HARDWARE 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. o SCHEDULE ON SHEET A10.1. v 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL = CONSTRUCTION. O WALL LEGEND 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN � 0'-4" OF ADJACENT PERPENDICULAR PARTITION. 0 a 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING m WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES O _ EXISTING SHALL BE REPORTED TO THE ARCHITECT. J 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO w ry Uc �, EXISTING WALL WITH NEW FURRING MOISTURE OR WHERE TILE IS USED. A9.1 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL o FULL HEIGHT NON -RATED PARTITION TO CODES. w U A9.1 STRUCTURE 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING o DRAWINGS. z w q ---- FULL HEIGHT PARTITION TO 6" ABOVE CEILING 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. ~ A9'1 CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT NOTE: SEE METAL WALL STUD TABLE ON SHEET A9.1 TO SELECT APPROPRIATE FOR APPROVAL PRIOR TO INSTALLATION. WALL STUD SIZE FOR WALL HEIGHT. 11. ALL MILLWORK SHALL CONFORM TO ARCHITECTURAL WOOD WORK STANDARDS 2nd m EDITION 2016. w m 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. a U) 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT r APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK MILLWORK AND ANY z 1 A8.1 c i c 0 2' 4' ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. p z 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR ¢ TO INSTALLATION. Z 0 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL w HAVE DIRECTIONAL EXIT SIGNS. 0 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. ¢ U 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS � SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT . o w 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, STAIRS, AND w ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N. o 0 w w w Y 1 J 2 N N Z O V) Z W -KEY- .NOTESp DOOR NOTES ui PROVIDE NEW STOREFRONT GLASS TO MATCH EXISTING. 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL NOT USED. GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE o OF DISCREPANCY. �3 G.C. TO PROVIDE 4" F.R. PLYWOOD BACKING BEHIND GYP. BD. AT ALL 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. w LOCATIONS RECEIVING A TV. ® GENERAL CONTRACTOR TO PROVIDE F.R. PLYWOOD THIS WALL FOR MILLWORK 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: INSTALLATION. "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". F SHELF TO BE INSTALLED AT 72" A.F.F. 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. Z © G.C. TO INSTALL AND PROVIDE NEW GLASS DOUBLE DOOR TO MATCH 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & w EXISTING. STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING m F7 PROVIDE H1 -L0 DRINKING FOUNTAIN. SEE PLUMB. DRAWINGS. THE SPECIFIC RATINGS. Q Egj ARTICULATING TV ARM AT BREAK ROOM TV TO BE INSTALLED BY GENERAL 6. ALL HARDWARE TO BE LEVER -TYPE PER GOVERNING CODES & ACCESSIBILITY m - - - - - OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. a W Irf a _- .�.....- � ,�.� � - � is 9 FIXED TV MOUNTING BRACKETS T 0 BE INSTALLED BY GENERAL CONTRACTOR. MIA18-6041-00 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND 7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH w IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. o FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, Y EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH 0 " #7013 -DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT (SEMI -GLOSS) ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS Q j CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. INCLUDED. DETAIL 9 ON SHEET A9.1 LOCATION T.B.D. 6'-11" 71-0" 11'-7" 12'-0" 1 1t ALL WALLS IN SERVER ROOM TO RECEIVE F.R. PLYWOOD. Li SOA,.......'y O 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING S, BRACING, STIFFENER I N 1 •t7 • c� �CL o0 �_2 12 NOT USED. 9. BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE o LL: ¢ =Q o 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. THROAT THICKNESS' FOR EACH LOCATION. pw VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY w = 0- p _ N cn CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. I- �! `'• =.<<4 n z 0 6• 3 0 12. Im_ - - L NECESSARYELECTRICAL CONNECTIONS AN PM p z . � r... � . � . � ---------- ------------ � - SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & 1.1 MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT r- ----� - EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS w _ a� 4"PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S > 14. W APPROVAL m NOT ABLE TO REFINISH TO "AS NEW" CONDITION. ' 106a 4 W m 9 17 EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL o 1 A8.1 c i c 0 2' 4' ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. p z 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR ¢ TO INSTALLATION. Z 0 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL w HAVE DIRECTIONAL EXIT SIGNS. 0 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. ¢ U 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS � SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT . o w 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, STAIRS, AND w ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N. o 0 w w w Y 1 J 2 N N Z O V) Z W -KEY- .NOTESp DOOR NOTES ui PROVIDE NEW STOREFRONT GLASS TO MATCH EXISTING. 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL NOT USED. GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE o OF DISCREPANCY. �3 G.C. TO PROVIDE 4" F.R. PLYWOOD BACKING BEHIND GYP. BD. AT ALL 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. w LOCATIONS RECEIVING A TV. ® GENERAL CONTRACTOR TO PROVIDE F.R. PLYWOOD THIS WALL FOR MILLWORK 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: INSTALLATION. "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". F SHELF TO BE INSTALLED AT 72" A.F.F. 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. Z © G.C. TO INSTALL AND PROVIDE NEW GLASS DOUBLE DOOR TO MATCH 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & w EXISTING. STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING m F7 PROVIDE H1 -L0 DRINKING FOUNTAIN. SEE PLUMB. DRAWINGS. THE SPECIFIC RATINGS. Q Egj ARTICULATING TV ARM AT BREAK ROOM TV TO BE INSTALLED BY GENERAL 6. ALL HARDWARE TO BE LEVER -TYPE PER GOVERNING CODES & ACCESSIBILITY m - - - - - R. LETIECQ STANDARDS. a _- .�.....- � ,�.� � - � is 9 FIXED TV MOUNTING BRACKETS T 0 BE INSTALLED BY GENERAL CONTRACTOR. MIA18-6041-00 U 7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH w 10 PROVIDE SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, Y EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH 0 " #7013 -DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT (SEMI -GLOSS) FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND TO MATCH ADJACENT WALL. EXTINGUISHER TO BE #3005, 2A:10B: C. SEE CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. DETAIL 9 ON SHEET A9.1 LOCATION T.B.D. ui 1 1t ALL WALLS IN SERVER ROOM TO RECEIVE F.R. PLYWOOD. 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. O �_2 12 NOT USED. 9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. a 13 DOOR TO BE WELDED SHUT. NOT AN EXIT. 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME 0 THROAT THICKNESS' FOR EACH LOCATION. pw cn 11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.. w m 12. ALL WALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. o z Z 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. _ a� w V 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF Z NOT ABLE TO REFINISH TO "AS NEW" CONDITION. Q m 15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL o KNOWLEDGE OR EFFORT. z 16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. Of < 17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, a DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. r O U p tz J-- F-- Q af W 0- 0 ^w Y d W 2 H LL W Q R. LETIECQ BY: E K.F. MIA18-6041-00 Y Q w z a� w _o z _O tz Q Of Of ^w Y d LL ix ¢ w O 2 V) LL - Lu cn m w cn w N O p 0!: U IL o 0 C) O 001 �2 2 00 W N \ Q M Q N O O R. LETIECQ BY: E K.F. MIA18-6041-00 I 1/411=11-011 1}1 L 0 21 41 POWER & SIGNAL PLAN CAU I ION: 11- I HIS SHLE I IS NUI �0­02­ 11 IS A KLUUC;EU NKIN I POWER/SIGNAL KEY NOTES SEE SHEET AO.1 FOR GENERAL PROJECT NOTES POWER/SIGNAL GENERAL NOTES Y F1 G.C. TO PROVIDE DEDICATED CIRCUIT FOR MICROWAVE & REF. I� DATA OUTLET MUD RING, WALL -MOUNTED AT 18" A.F.F., U.O.N. PROVIDE z PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. ALL FURNITURE TO BE PROVIDED AND INSTALLED BY OFFICE ENVIRONMENTS. 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE VERIFY EXACT LOCATIONS WITH FURNITURE DEALER PRIOR TO INSTALLATION SUB -CONTRACTOR. i? QUANTITY OF CABLES WITH CHARTER'S VENDOR. OF RELATED POWER & SIGNAL CONNECTIONS. ALL WALL COVER PLATES SHALL BE WHITE. JUNCTION BOX, WALL -MOUNTED. SEE ELECTRICAL DRAWINGS. J � 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. U SEE ELECTRICAL DRAWINGS FOR ANY ADDITIONAL POWER REQUIREMENTS. 17 PROVIDE HARDWIRED DEDICATED CIRCUIT FOR CHARTER SECURITY 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH WHITE COVER 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE 00 ® VERIFY POWER REQUIREMENTS FOR USER PROVIDED EQUIPMENT PRIOR TO POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF a �•. �.• ' INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS. COMBINATION TELEPHONE/DATA OUTLET, WALL -MOUNTED AT 18" A.F.F. WITH THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE - 5� G.C. IS RESPONSIBLE FOR ALL POWER DISTRIBUTION, CONDUITS, & PULL .�s, NEAREST WALL STUD. 18 REFER TO ELECTRIC DRAWINGS FOR PANEL INFORMATION. STRINGS FOR ALL TELEPHONE/DATA/COAX TO THE RETAIL FIXTURE POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL N m o Q LOCATIONS INCLUDING ALL SLAB SAW -CUTTING, SLAB PATCHING, 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. o� EXCAVATION, AND BACKFILL FOR COMPLETELY CONCEALED DISTRIBUTION. NO TO PROVIDE OUTLETS INSIDE MILLWORK. SEE ELECTRICAL DRAWINGS & SPACED NO MORE THAN 2" APART. o 16. POWER POLES ARE TO BE UTILIZED. W O •:� N �. a COMBINATION TELEPHONE/DATA IN FLOOR STUB -UP WITH FLEXIBLE U 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED zo 6 D PROVIDE POWER FOR EXTERIOR SIGNAGE AS REQUIRED. PROVIDE ADD 21 BETWEEN +15" TO BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE m WITH TENANT. ALTERNATIVE FOR TIME CLOCK CONNECTED TO EXTERIOR SIGNAGE. TIMEFROM `�s`''••�••RC� FINISH FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT. o CLOCK TO BE 24HR PHOTOCHELL TORK OR EQUAL. CONTRACTOR TO PROVIDE IFLCJ COAX JACK CUT -SHEET FOR OWNER APPROVAL. 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE a 0 COORDINATE POWER AND DATA LOCATIONS WITH MILLWORK. O CENTERED AT +18" A.F.F., U.O.N. a ® POWER TO BE INSTALLED IN MILLWORK. 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, C. RL PROVIDE 3/4" CONDUIT WITH PULL STRING & PULL RING STUBBED 6" INTO ~ SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE w 0 0 PROVIDE GROUND BAR AT BACK BOARD LOCATION. SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. FURNISHED BY TENANT. U E0j QMATIC MONITORS PROVIDED BY CHARTER. GC TO SUSPEND QUE FROMg, * ALL CAT6 DROPS FOR REALITY INTERACTIVES EQUIPMENT TO BE LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND z STRUCTURE ABOVE. CHARTER TO PROVIDE CEILING ADAPTER, MOUNTING WIRE RE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR w COLUMN AND CEILING TRAY. Q FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE 11 PROVIDE 2" CONDUIT FOR CHARTER COMMUNICATIONS FIBER FROM BUILDING POWER FEED. o MPO TO SERVER ROOM, COORDINATE WITH CHARTER COMMUNICATIONS. z g WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE _ 12 HARDWIRE CONNECTION. GC TO COORDINATE SECURITY PANEL CONNECTION. PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. o 13 1 GC TO PROVIDE J BOX. COORDINATE LOCATION WITH CHARTER SIGN VENDOR. 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER w m SPECIAL CONVENIENT LOCATIONS. m o 14 PROVIDE RIGID CONDUIT STUB UP INTO MILLWORK AT EACH REP STATION 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, J a AND AT THE GREETER. LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. N F-1-5-1 ELECTRICIAN TO PROVIDE (2) EXTENSION CORDS FOR THIS AREA. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET Z 16 G.C. TO USE ONE BOX FOR LOW VOLTAGE CABLES (DATA/COAX), PROVIDED DRAWN DRAWN BY: CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER w I� DATA OUTLET MUD RING, WALL -MOUNTED AT 18" A.F.F., U.O.N. PROVIDE Z) PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. TOTAL NUMBER OF CABLES IS LESS THAN OR EQUAL TO 6. COORDINATE 0 QUANTITY OF CABLES WITH CHARTER'S VENDOR. 13. ALL WALL COVER PLATES SHALL BE WHITE. JUNCTION BOX, WALL -MOUNTED. SEE ELECTRICAL DRAWINGS. J � Q 17 PROVIDE HARDWIRED DEDICATED CIRCUIT FOR CHARTER SECURITY 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH WHITE COVER ¢ �••�3� TO MILLWORK. SEE ELECTRICAL DRAWINGS. Z EQUIPMENT. 1 DEDICATED DUPLEX TO BE PROVIDED. PLATE. a �•. �.• ' COMBINATION TELEPHONE/DATA OUTLET, WALL -MOUNTED AT 18" A.F.F. WITH m - I FLEXIBLE CONNECTION TO MILLWORK. VERIFY CONNECTION REQUIREMENTS .�s, 18 REFER TO ELECTRIC DRAWINGS FOR PANEL INFORMATION. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL N m O J 0015. 'l: :a •� Q 19 PROVIDE 2" CONDUIT THRU-OUT U.O.N. FLOOR STUB -UP WITH FLEXIBLE CONNECTION TO MILLWORK. ELECTRICIAN INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. o� u.: i� -G N TO PROVIDE OUTLETS INSIDE MILLWORK. SEE ELECTRICAL DRAWINGS & 20 AT ALL TV/MONITOR LOCATIONS, USE COMBINATION POWER/DATA OUTLETS. 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION W O •:� N �. COMBINATION TELEPHONE/DATA IN FLOOR STUB -UP WITH FLEXIBLE U J CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS zo '�6:'•., fid, o 21 FAIL SAFE CARD READER WITH TENANT. o `�s`''••�••RC� IFLCJ COAX JACK 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO 22 COORDINATE DUPLEX LOCATION WITH CHARTER PM. DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS 23 NOT USED. REQUIRED TO MAINTAIN FLOOR FIRE RATING. m 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND = BOXES AT EACH LOCATION. N 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS. cn 0 z w 0 Cl w U N OfLi ] ■ O QW U z W O W U W CL co W LJ� I Y H J Q 2 N co N V LEGENDS o 0 z W� w 0 INDICATES AREA NOT IN CONTRACT (N.I.C.) z r 6= r :' ... 0 NEW MILLWORK BY CHARTER VENDOR o N ............... J Q W POWER & SIGNAL LEGEND (� 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. ~ z Li w DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT I +18" A.F.F., U.O.N. Q in " 110v. DUPLEX RECEPTACLE, MOUNTED 6 ABOVE COUNTER OR SPLASH. a w IU DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER x OR SPLASH. Y Of - 0 110v. DUPLEX RECEPTACLE, IN FLOOR BOX. w I110v. FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N. 0 z a 110v. FOURPLEX RECEPTACLE. IN FLOOR BOX. o - U) DRAWN DRAWN BY: o w JOB NO.: I� DATA OUTLET MUD RING, WALL -MOUNTED AT 18" A.F.F., U.O.N. PROVIDE Z) PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. m 0 JUNCTION BOX, WALL -MOUNTED. SEE ELECTRICAL DRAWINGS. J � Q __ JUNCTION BOX, WALL -MOUNTED AT 18" A.F.F. WITH FLEXIBLE CONNECTION v' TO MILLWORK. SEE ELECTRICAL DRAWINGS. Z a COMBINATION TELEPHONE/DATA OUTLET, WALL -MOUNTED AT 18" A.F.F. WITH m - I FLEXIBLE CONNECTION TO MILLWORK. VERIFY CONNECTION REQUIREMENTS o WITH VENDOR PRIOR TO ROUGH -IN. Q FLOOR STUB -UP WITH FLEXIBLE CONNECTION TO MILLWORK. ELECTRICIAN TO PROVIDE OUTLETS INSIDE MILLWORK. SEE ELECTRICAL DRAWINGS & Q MILLWORK DRAWINGS. COMBINATION TELEPHONE/DATA IN FLOOR STUB -UP WITH FLEXIBLE U J CONNECTION TO MILLWORK. VERIFY CONNECTION REQUIREMENTS WITH _ VENDOR PRIOR TO ROUGH -IN. IFLCJ COAX JACK o O NUMBER OF DROPS TO BE PLUGGED INTO RECEPTACLE. � WALL -MOUNTED JUNCTION BOX FOR CARD READER AT 48" A.F.F., U.O.N. } C. RL PROVIDE 3/4" CONDUIT WITH PULL STRING & PULL RING STUBBED 6" INTO ~ I� ACCESSIBLE CEILING SPACE. LOW VOLTAGE WIRING & CARD READER a FURNISHED BY TENANT. U * ALL CAT6 DROPS FOR REALITY INTERACTIVES EQUIPMENT TO BE _ SHIELDED CAT6 CABLES. w Q N (n PA / PM: U) DRAWN DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Q w z J Lu J a Q � z _0` o W W w � Y O 2ND cnw wV) of V 0 0 Of U C 0 0 O o �0 m Lu �� �2 -4 0 Cr n n O O PA / PM: R. LETIECQ -- DRAWN DRAWN BY: K.F. JOB NO.: MIA18-6041-00 1/4"=1'-0" 1 1 I 1 0 2' 4' CAU I ION: II- I HIS SHEE I IS NUI .50 x4� 11 IS A REDUCED NKIN I 17. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, ¢ NEW CEILING MOUNTED RECEPTACLE. AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE N CODES. z 18. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE Z FIXTURES COME IN DIRECT CONTACT WITH INSULATION. O 19. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT Cl EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE m THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. Q U N w U Z W W U KEY NOTES w n, i J J F1 PROVIDE GYP. BD. SOFFIT ® 68" A.F.F. U.O.N. _ SEE DETAIL 7 & 8 ON SHEET A9.3 FOR TYPICAL INSTALLATION OF LIGHT zo SWITCHES AND T -STATS THROUGHOUT, U.O.N. PROVIDE LOCATIONS OF T -STATS AND LIGHT SWITCHES FOR ARCHITECTS APPROVAL PRIOR TO ,Z INSTALLATION. PROVIDE ACRYLIC SECURITY BOX WITH LOCK FOR T -STATS. LIGHT SWITCHES TO BE LOCATED OUT OF SITE AND OFF ANY GRAPHIC WALLS. o uiz CEILING GRID/TILE TO BE CENTERED IN THIS ROOM. ® SEE DETAIL 5 ON SHEET A9.3 FOR RESTROOM EXHAUST WATERPROOF DETAIL. ( 3' m F5 LIGHT FIXTURE TO BE CENTERED IN THIS ROOM.I O U J © DO NOT INSTALL ANY HVAC SUPPLY OR RETURN AIR GRILLES IN GYPSUM :2 uj BOARD SOFFIT. rK �7 NOT USED. ( �_ rQ z GC TO PROVIDE POWER TO THE OVERHEAD TRIANGULAR SIGN. PRIMARY M ELECTRICAL RUN TO TRIANGLE SIGN SHALL BE IN CEILING WITHIN 6' OF THE w CENTER OF THE SIGN. GC TO PROVIDE 4-1/2- NON CORROSIVE THREADED RODS OFF SUFFICIENT LENGTH TO SPAN CONNECTION TO ROOF STRUCTURE ABOVE TO 10" BELOW FINISH CEILING - } ABOVE, OR BOTTOM FACE OF FLOOR m SEE SHEET AO.1 FOR GENERAL PROJECT NOTES DRAWN BY: ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL a MIA18-6041-00 O SIGNS. GC TO COORDINATE INSTALLATION AND LOCATION WITH MC SIGNS. SUSPENDED CEILING SYSTEM THROUGHOUT THE RETAIL AREA TO BE ENGINEER. LEGEND GENERAL NOTES Z ¢ < ARMSTRONG 2'x2' DUNE #1774, 11LE WITH ANGLED TEGULAR EDGE. �r O U 1. SEE ELECTRICAL ENGINEERING SHEETS EO.1 & E2.0 FOR SPECIFICATIONS OF NEW COLOR: WHITE, GRID: PRELUDE 15/16". SEE DETAILS 19 ON SHEET A9.& 12, WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. w 11 ALL FRONT OF HOUSE MOUNTED SPRINKLER HEADS AND CEILING FIRE ALARM a ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE r o INSTALLATION STARTING POINT. ON CENTERLINE OF ACOUSTIC CEILING GRID. INDICATES AREA NOT IN CONTRACT (N.I.C.) 2. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, z 2X4 RECESSED TROFFER LIGHT FIXTURE. 13. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURALui ��• • �ti ••'�`/ Q`' j•=s'J . PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED mm O' t� =. Q oc CLARIFICATIONS. o0 REFLECTED CEILING LEGEND 3. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ui STRUCTURE ABOVE. CHARTER TO PROVIDE CEILING ADAPTER, MOUNTING ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. O COLUMN AND CEILING TRAY. MOUNTING COLUMN TO BE CENTERED IN CEILING o TILE. POWER/DATA OUTLETS TO BE INSTALLED ABOVE CEILING. NOTE: LIGHTING NOTE: NATIONAL ACCOUNT - SUBMIT QUOTE REQUEST TO 4. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE o CHARTER COMMUNICATIONS. NO ALTERNATES ALLOWED. INSTALLER NEW CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. a RESPONSIBLE FOR COUNTS. FIXTURES ARE UNDER WARRANTY PROGRAM `<6;'•.,- �b - c .(S, ••. QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE BY FRAZIER SERVICE COMPANY, CONTACT: JODY BISHOP (770)455-8340. 5. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. m DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. w O U NOTE: EXIT SIGNS SHALL BE SELF -LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED 6. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING a & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. STORAGE BATTERIES OR AN ON-SITE GENERATOR. NEW CEILING MOUNTED -LOW VOLTAGE FOR DATA, SECURITY, WAPT, ui w m 7. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR ETC. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL SURFACES, AND AS SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. - NO ACCESS HATCHES INSPECTION AND SUBJECT TO BUILDING INSPECTOR. SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY o J J ARCHITECT. (NO EXCEPTION) uj C.H.= X' CEILING HEIGHT A.F.F. 8. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND 9 0 -X" CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM w ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD CHANGE IN CEILING HEIGHT PROFILE. Z LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. o 9. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. J NEW 5/8" TYPE "X" GYPSUM BOARD CEILING or SOFFIT - G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO USE RATED MATERIAL & CONSTRUCTION WHERE REQUIRED. W INSTALLATION. 0 SEE DETAIL 1/A9.3 M.E.A.# 24-03-M m 10. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT w SUSPENDED CEILING SYSTEM THROUGHOUT B.O.H. TO BE ARMSTRONG SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES 0° J 2'x4' DUNE #1776,- TILE WITH ANGLED TEGULAR EDGE. COLOR: WHITE, OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS a GRID: PRELUDE 15/16". SEE DETAILS 19 ON SHEET A9.& OTHERWISE NOTED. v=, 11 PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. U 17. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, ¢ NEW CEILING MOUNTED RECEPTACLE. AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE N CODES. z 18. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE Z FIXTURES COME IN DIRECT CONTACT WITH INSULATION. O 19. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT Cl EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE m THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. Q U N w U Z W W U KEY NOTES w n, i J J F1 PROVIDE GYP. BD. SOFFIT ® 68" A.F.F. U.O.N. _ SEE DETAIL 7 & 8 ON SHEET A9.3 FOR TYPICAL INSTALLATION OF LIGHT zo SWITCHES AND T -STATS THROUGHOUT, U.O.N. PROVIDE LOCATIONS OF T -STATS AND LIGHT SWITCHES FOR ARCHITECTS APPROVAL PRIOR TO ,Z INSTALLATION. PROVIDE ACRYLIC SECURITY BOX WITH LOCK FOR T -STATS. LIGHT SWITCHES TO BE LOCATED OUT OF SITE AND OFF ANY GRAPHIC WALLS. o uiz CEILING GRID/TILE TO BE CENTERED IN THIS ROOM. ® SEE DETAIL 5 ON SHEET A9.3 FOR RESTROOM EXHAUST WATERPROOF DETAIL. ( 3' m F5 LIGHT FIXTURE TO BE CENTERED IN THIS ROOM.I O U J © DO NOT INSTALL ANY HVAC SUPPLY OR RETURN AIR GRILLES IN GYPSUM :2 uj BOARD SOFFIT. rK �7 NOT USED. ( �_ rQ z GC TO PROVIDE POWER TO THE OVERHEAD TRIANGULAR SIGN. PRIMARY M ELECTRICAL RUN TO TRIANGLE SIGN SHALL BE IN CEILING WITHIN 6' OF THE w CENTER OF THE SIGN. GC TO PROVIDE 4-1/2- NON CORROSIVE THREADED RODS OFF SUFFICIENT LENGTH TO SPAN CONNECTION TO ROOF STRUCTURE ABOVE TO 10" BELOW FINISH CEILING - } ABOVE, OR BOTTOM FACE OF FLOOR m PAINT THREADED ROD P-1. TOP CONNECTION OF THREADED ROD VARIES AS DRAWN BY: ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL a MIA18-6041-00 SIGNS. GC TO COORDINATE INSTALLATION AND LOCATION WITH MC SIGNS. SUSPENDED CEILING SYSTEM THROUGHOUT THE RETAIL AREA TO BE ENGINEER. Y SWITCH FOR SIGN VENDOR TO CONNECTION. o ARMSTRONG 2'x2' DUNE #1774, 11LE WITH ANGLED TEGULAR EDGE. �r U ctfW 10 COLOR: WHITE, GRID: PRELUDE 15/16". SEE DETAILS 19 ON SHEET A9.& 12, WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE Ln m r 11 ALL FRONT OF HOUSE MOUNTED SPRINKLER HEADS AND CEILING FIRE ALARM a ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE r o INSTALLATION STARTING POINT. ON CENTERLINE OF ACOUSTIC CEILING GRID. COORDINATED WITH THE ARCHITECT. a m 2X4 RECESSED TROFFER LIGHT FIXTURE. 13. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. ,w ��• • �ti ••'�`/ Q`' j•=s'J . 14. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED mm O' t� =. Q oc = 2'x2' RECESSED TROFFER LIGHT FIXTURE. z TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE BY THE MEANS OF EGRESS IS -7) �; :0 LLOLrj STRUCTURE ABOVE. CHARTER TO PROVIDE CEILING ADAPTER, MOUNTING AT ALL TIMES THE BUILDING SPACE SERVED COLUMN AND CEILING TRAY. MOUNTING COLUMN TO BE CENTERED IN CEILING o TILE. POWER/DATA OUTLETS TO BE INSTALLED ABOVE CEILING. Q OCCUPIED. m -' ® NEW CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED 15. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL o `<6;'•.,- �b - c .(S, ••. QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE o �,.R'� DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. w COMPLY WITH THE NEC. ¢ 16. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR Lu ® NEW CEILING MOUNTED -LOW VOLTAGE FOR DATA, SECURITY, WAPT, DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR REQUIRED BY THE FIRE DEPARTMENT: m ETC. SURFACES, AND AS J J 17. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, ¢ NEW CEILING MOUNTED RECEPTACLE. AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE N CODES. z 18. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE Z FIXTURES COME IN DIRECT CONTACT WITH INSULATION. O 19. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT Cl EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE m THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. Q U N w U Z W W U KEY NOTES w n, i J J F1 PROVIDE GYP. BD. SOFFIT ® 68" A.F.F. U.O.N. _ SEE DETAIL 7 & 8 ON SHEET A9.3 FOR TYPICAL INSTALLATION OF LIGHT zo SWITCHES AND T -STATS THROUGHOUT, U.O.N. PROVIDE LOCATIONS OF T -STATS AND LIGHT SWITCHES FOR ARCHITECTS APPROVAL PRIOR TO ,Z INSTALLATION. PROVIDE ACRYLIC SECURITY BOX WITH LOCK FOR T -STATS. LIGHT SWITCHES TO BE LOCATED OUT OF SITE AND OFF ANY GRAPHIC WALLS. o uiz CEILING GRID/TILE TO BE CENTERED IN THIS ROOM. ® SEE DETAIL 5 ON SHEET A9.3 FOR RESTROOM EXHAUST WATERPROOF DETAIL. ( 3' m F5 LIGHT FIXTURE TO BE CENTERED IN THIS ROOM.I O U J © DO NOT INSTALL ANY HVAC SUPPLY OR RETURN AIR GRILLES IN GYPSUM :2 uj BOARD SOFFIT. rK �7 NOT USED. ( �_ rQ z GC TO PROVIDE POWER TO THE OVERHEAD TRIANGULAR SIGN. PRIMARY M ELECTRICAL RUN TO TRIANGLE SIGN SHALL BE IN CEILING WITHIN 6' OF THE w CENTER OF THE SIGN. GC TO PROVIDE 4-1/2- NON CORROSIVE THREADED RODS OFF SUFFICIENT LENGTH TO SPAN CONNECTION TO ROOF STRUCTURE ABOVE TO 10" BELOW FINISH CEILING - } ABOVE, OR BOTTOM FACE OF FLOOR m LL_ O c.� r a O U I O Z } d' W a- 0 W 2 H a ¢ NOTE: REFER TO MEP DRAWINGS FOR RTU ROOF CURB AND PENETRATIONS. N z O F- U v w a N PAINT THREADED ROD P-1. TOP CONNECTION OF THREADED ROD VARIES AS DRAWN BY: K.F. PER EXISTING CONDITIONS, THREADED ROD TO SIGN CONNECTION BY MC MIA18-6041-00 SIGNS. GC TO COORDINATE INSTALLATION AND LOCATION WITH MC SIGNS. x BOTTOM OF SIGN TO BE AT 8'-0" AFF. GC TO PROVIDE 12'-0" WHIP AND Y SWITCH FOR SIGN VENDOR TO CONNECTION. o SEE DETAIL 11 ON SHEET A9.3 FOR AC PENETRATION WATERPROOF DETAIL. �r ctfW 10 SEE DETAIL 15 ON SHEET A9.3 FOR MECHANICAL UNIT PLATFORM DETAIL. o r 11 ALL FRONT OF HOUSE MOUNTED SPRINKLER HEADS AND CEILING FIRE ALARM a DEVICES TO BE CENTERED IN CEILING TILE - TYP. o 12 NOT USED. m 13 CEILING MOUNTED DUPLEX. CENTERED IN CEILING TILE. w m E4j CEILING MOUNTED DATA OUTLET. CENTERED IN CEILING TILE. ~O w z 15 QMATIC MONITORS PROVIDED BY CHARTER. GC TO SUSPEND QUE FROM a STRUCTURE ABOVE. CHARTER TO PROVIDE CEILING ADAPTER, MOUNTING COLUMN AND CEILING TRAY. MOUNTING COLUMN TO BE CENTERED IN CEILING o TILE. POWER/DATA OUTLETS TO BE INSTALLED ABOVE CEILING. Q m Z O U J Q w ¢ LL_ O c.� r a O U I O Z } d' W a- 0 W 2 H a ¢ NOTE: REFER TO MEP DRAWINGS FOR RTU ROOF CURB AND PENETRATIONS. N z O F- U v w a N PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y w Z Q J w Z o J W U 0 W U W co W � Y J Q w o �V)w w w cn w U) V) N of 0 o U � 0 O p 00 00 O O w N N r 0 N r r O O PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 N I ~ CAU I ION IF I HIS SHEE I IS NUI 11 IS A REDUCED PRINI FINISH: SATIN (DOORS AND FRAMES SEMI -GLOSS) 15. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. _ CASH SECURED M.E.A.: N/A cn OUT 13 I STORAGE I P - J - - P - - - J L - P 16. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS.. DO NOT P ITEM: PAINT EXPOSED CEILINGS/STRUCTURE ABOVE z 108 107 i 5 2 5 MFR: BENJAMINE MOORE CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. i 4 C RB P I 9 COLOR/N0: 1617 Z 1 1 3 i 17. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED FINISH: FLAT FINISH o i ON FINISH PLANS. -, I I 8 i M.E.A.: N/A w _ _ _ _ _ _ _ , I FUTURE k SQUARE k FUTURE ( P ITEM: PAINT - 4" BORDER ON APP SPECTRUM WALLS 18. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, o SQUARE SQUARE k ( TABLE ( k 5 MFR: BENJAMIN MOORE INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH o 00 TABLE TABLE I FIXTURE k FIXTURE k FIXTURE k COLOR/N0: ULTRA WHITE CC -10 ARE OPEN TO THE FLOOR. Q (52' x 52-) k (52• x 52°} ( (52• x 52^) I FINISH: SATIN FINISH y� M.E.A.: N/A 19. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND V) 2 - - - - - - - STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR Li -N-1 3 7 11 �� ♦♦ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. o PAINT SEE www.waremalcomb.com/ws/09900-001.pdf w MULTI CARTS k f ♦ 20. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW Z ' PURPOSE i 106 ({ ♦ FRP ITEM: FIBERGLASS REINFORCED PANELS CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS o 109 i I �� ♦♦ e MFR: MARLITE WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR w I { ♦ 4 COLOR/N0: WHITE - PEBBLE FINISH WARRANTIES AND ADHESIVE PRODUCTS. CL 13 i INSTALLA11ON: RESTROOMS: FROM WALL BASE TO 54" A.F.F., U.O.N. '---� FROM L BA 96" AU.O.N.. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES PATCHY Nil {" {. i ; 1 _ _ _ _ _ i , _ JAN. CLOS.. F.F., U. AND REPAIR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS F M WAL SE TO 0 + X + ,�, " M.E.A.: 177-78-M +�- k { �,' "' 12 REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. ?. " ? FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE Q 8 22. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL = -- g 13 www.waremalcomb.com/ws/09985-001.pdf a7 Q LL o i w "' w "' SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. BREAK 0 ++ m x- m X cn 105 RETAIL 23. FEATHER SUB -FLOOR UP FOR A) VINYL FLOORING TO CARPET, FOR FLUSH + i + W r---� 100 INSTALLATION. z VCT RB P I .. � ' � '. 1 1 e - i RB ITEM: RUBBER BASE PINNACLE 24. INSTALL METAL TRANSITION STRIPS S WHERE TILE MEETS ALL OTHER FLOORING MFR: JOHNSONITE z 8 P i i C RB P TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT w i COLOR/N0: MOON ROCK, #29 i 1 1 1 " " FLOOR TYPES MEET, VERIFY COLOR. 2 , + SIZE: 4 HEIGHT - 1/8 THICK it STYLE: STRAIGHT ® CARPET / COVED @ RESILIENT FLOORING ----- , i 25. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER NOTE: AT ALL PAINTED GYP. BD. WALLS, TYP., U.O.N. ' - M.E.A.: N/A MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER . `i' MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 0 ITEM: INTERIOR WINDOW FILM ®MULTI-PURPOSE Q 26 MANUFACTURER'S SPECIFIED �lk ------------- __-____-_ L_--____- � .FLOOR COVERING NG INSTALLER TO FOLLOW MANUFACTUR CARPE w 1 MFR: METROPOLITAN WEST C V IT - -- INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS CK + r----------� � C COLOR/N0: MATTED METRO FROST ' \ " / z e NOTE: PROVIDE AND INSTALLED BY McSIGN. REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET 3 OF[3' ADA \ . 2 COORDINATE W/ CHARTER PM SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. - - - SERVER i i UNISEX 2 WF ITEM: INTERIOR WINDOW FILM ® CASH OUT ETJ 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURERS SPECIFIED CONTOURED 104 i SV P UNISEX EX SV P 102 i \� FRP �/ i 2 MFR: 3M RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION z ' 1 3 103 + 1 3 6 7 COLOR/N0: ULTRA 600 CLEAR METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. il 51-1 VCT RB P ' + VESTIBULE �• - w 1 1 3 i FRP FRP 8'-0" NOTE: PROVIDED AND INSTALLED BY McSIGN 101 i ---- �.7_7 --- -___ i WITH IPA ADHESIVE FROM EDGE OF GLASS TO FRAME. 28. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT a VCT RB P i i g ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE 1 1 3 ' ' i i WF ITEM: BLACK OUT FILM OC, B TY END E HEAVY FOOT TRA FIC, CARTS m LOWV DUI ------- 3 EAVY DU ADH SIV T E ES 0 UR F AR S _-:„_ -_ - - . _ . __..._ .__ y._ > _. _, ._ _._ _.�- __.:. _ _.__ ,._ .:_ __ _ __ _.,,--_ . �.�_. TO MAINTAINPRODUCT'S W ANTY. ►- �- . .. .._ _..__ - 4.,._.. ._ v.� R.. ..._ ._. �_,._. _ . �: _:_. e_ _ ... --- --- ,�.�, MANTAWARRANTY. _ r 1, Y _. _ z_ - a _ _ �- s � _ ,_ __ __ � . � � _. _ � . �.� � _ , - . _� ._ _ . � _ � _ _ _ _ NO PROVIDED .. _� . _ _. � . _ � NOTE: AND LED B _ 3 _ , ..� a �,- � � u _ � , . ,_ _ _ �. _ � _ � �- x-"' * . tom. _., . - _ _ > _ .. �. _,_ _ -.. .. .. -' -.,... _.._.z.... _z, - �,._.>. __ ,- - - -3. :' �" _ '.:¢..:+ . x _ -.. _ __ _, . _.... ..-. ._. ., � �. w. ,. _ .. - -.d . r .-..... P .. . _ .� ,- �_,...eK ,� _ .fid, _. ,. ,>,.. 3-.. .a .moi_ -. _. .� .. _.._ _ ,.. -'�� .- >.'�.._,.>a. _... .. .. -_ _ . _. ,.. _. N S..<.,. -< . -',*- .- - _ - rE��g� _< �- _ . � xx. ..Rai: ': ' -� - -�' - .. _.. -s.. _._ _. _. -;�' ... -_ `�`'' _.. ._.. -.... <..__.>..,....__.-.- __.-.,3"�F.-. - sem- . _. -w �.. _. - - , _ .i .. _ .. -r .- .. .> - _., i : � ct ._.� _�. - F _ _ ...z ,a, -..� _ . , a,-�:-::-�' tx» a- "'.z. _.. _ate _.... . �- s§` _. .,r. ._ _. 'w. �.a_ .-� <.. -_. - _ --�. -.�-' ;..i.: �.. -.-a;. F..=,_.� _ _. _ _ _ ... - -mak. _ ..z _ ... -.. - _. -��€, .E _.-. _.. , a=a-....> _ . :. _.r ,.. , Wiz. �... ,.,,_� _. � . _� _ TYP.LOCATION AT WALL BUILT IN FRONT OF WINDOW.29x. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY Li AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF Y PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND o - GR ITEM: ILUMINATED SIGNS SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. � e MFR: TBD COLOR/N0: JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO W NOTE: PROVIDED BY MC SIGNS RECEIVING NEW PAINT FINISH APPLICATION. �E INSTALLED BY G.C. 0 30. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF } - SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL z ITEM: 1 WAY ADVERTISING GRAPHIC WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 0 e NOTE: PROVIDE AND INSTALLED BY McSIGN. m w COORDINATE W/ CHARTER PM 31. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND V) CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. w m 32. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, o HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH z WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS --+ 1/4"=1'-0" SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND FINISH PLAN UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. U) 33. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER 0 2' 4' 8' 16' - SCALE: 1/4„ =l'- 0" CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT m N OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 0 U LEGENDS FINISH NOTES 34. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED Q CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, NTH PERIMETER � r ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB -1), U.O.N. 13 CARPET TILES TO BE CENTERED IN ROOM RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA. EXTERIOR INDICATES AREA NOT IN CONTRACT (N.LC.) JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF w SURFACE AREA. o GYP. BD. SOFFIT/CEILING TO RECEIVE PAINT (P-1). 35. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: 3 GENERAL CONTRACTOR TO PROVIDE RESTROOM FINISHES. SEE ENLARGED CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES RESTROOM SHEETS FOR WALL FINISHES. WITH DISSIMILAR WALL STRUCTURE. o SYMBOLS LEGEND MECHO SHADE AS 'ADD/ALTERNATE', TO BE CONFIRMED BY CHARTER PM 0 INDICATES LINE OF FLOOR TRANSITION OR G.C. DURING THE SUB -WALK Add these notes if bidding out to new contractors: z FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING CARPET SEE PROVIDE TRANSITION REDUCER STRIP BETWEEN CARPET AND OTHER www.waremalcomb.com/ws/09680-001.pdf X FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING PAINT SEE w FLOORING FINISHES (VCT -1, SV -1, CARPET .TILE ETC.). SEE DETAIL www.waremalcomb.com/ws/09900-001.pdf ao 6 ON SHEET A9.3. - X - INDICATES LOCATION OF NON -TYPICAL WALL FINISH FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE ©a DOORS TO RECEIVE PAINT (P-3) U.O.N. www.waremalcomb.com/ws/09985-001.pdf w INDICATES DIRECTION OF FLOORING/CEILING INSTALLATION r7 SOFFIT PAINT TO HAVE FLAT FINISH. w o' L_8 PROVIDE BRUSHED STAINLESS STEEL CORNER GUARDS (EQ -11) TO 4'-0" AFF INDICATES FLOOR INSTALLATION START POINT D cn OUTSIDE CORNERS IN DELIVERY/STORAGE AREAS AND IN RETAIL AT STORAGE o CART TRAVEL LANES. +_ Q 0 PROVIDE WALL PROTECTION BUMPERS (EQ -12). WALL BUMPERS ARE SHOWN AS U - HEAVY DASHED LINE IN CART/BOH. AREAS AT LOCATIONS INDICATED AT 36" w A.F.F. 9-1 10 PROVIDE FIBERGLASS REINFORCE PANELS (FRP-1) BEHIND DRINKING FOUNTAIN Q AS INDICATED. cn z - 11 CARPET DIRECTION TO RUN PARALLEL TO ENTRY DOOR. 12 CHECK MOISTURE CONTENT IN FLOOR SLAB & TO REMEDIATE AS REQUIRED FOR NEW FLOOR FINISH. Li i w U) DRAWN BY: SEE SHEET A0.1 FOR GENERAL PROJECT NOTES orf MIA18-6041-00 FINISH LEGEND 8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. a La 0 3 Y r LEGENDS (CONTINUED): FINISH NOTES _ ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER 0 - - FLOOR FINISHES z ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. ITEM: CARPET TILE 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. w w HC MFR: MILLIKEN c.) Lu 1 COLLECTION: SOUTHERN ANALOG 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. PATTERN: VIEWFINDER FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR COLOR/N0: VF217 VIGNETTE LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. 00 INSTALLATION: ASHLAR PATTERN CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING w ITEM: NOTE: PROVIDE 5% OVERAGE WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. PRODUCTS. 1 O - _ CONTACT. CHRIS GREENAWAY (415) 515-9159 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION MFR: BENJAMIN MOORE AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE o '•• APPROVED OR NOTED. o= WALK -OFF CARPET COLOR/N0: BUNNY GRAY # 2124-50 a_ PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE eCITEM: MFR: MILLIKEN 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE � COLLECTION: SEPIO FINISH: WITH STATE & LOCAL CODES. o PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. PATTERN: AEGIS COLOR/NO.: AEG118-133 CASTLE 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT & CEILINGS INSTALLATION: PROVIDE 5% OVERAGE om CONDITION. Ld - - NOTE: ASHLAR PATTERN < CONTACT- CHRIS GREENAWAY (415) 515-9159 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: = LL O : W i FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, o CARPET SEE www.waremalcomb.com/ws/09680-001.pdf eP VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH Uj NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT I- SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. z z SV CONTACT. ITEM: CHRIS GREENAWAY (415) 515-9159 SHEET VINYL - RESTROOMS RESPONSIBLE FOR ALL FLOOR PREPARATION. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. Uj o 1 MFR: MANNINGTON - COLOR/NO: v' STYLE: BIO SPEC C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. _ COLOR/N0: FLINT #15384 CD NOTE PROVIDE 6" HIGH INTEGRAL CONTINUOUS WALL BASE 13. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. W - VCT 1 1 ITEM: MFR: VINYL COMPOSITE TILE ARMSTRONG 6. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING M m M.E.A.: N/A FULL ORDERS. w STYLE: STANDARD EXCELON ,. _ -. I 9 {\ J Q . -x (LARGE 153,3/4^x20114°) COLOR/N0: SOFT WARM GRAY 51861 7. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL = V) 14. NOTE: MONOLITHIC INSTALL 12"x12" Lu PRIOR TO ORDER. AVCT RB P e I 5 Tom' U z FINISH: SATIN (DOORS AND FRAMES SEMI -GLOSS) 15. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. _ CASH SECURED M.E.A.: N/A cn OUT 13 I STORAGE I P - J - - P - - - J L - P 16. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS.. DO NOT P ITEM: PAINT EXPOSED CEILINGS/STRUCTURE ABOVE z 108 107 i 5 2 5 MFR: BENJAMINE MOORE CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. i 4 C RB P I 9 COLOR/N0: 1617 Z 1 1 3 i 17. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED FINISH: FLAT FINISH o i ON FINISH PLANS. -, I I 8 i M.E.A.: N/A w _ _ _ _ _ _ _ , I FUTURE k SQUARE k FUTURE ( P ITEM: PAINT - 4" BORDER ON APP SPECTRUM WALLS 18. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, o SQUARE SQUARE k ( TABLE ( k 5 MFR: BENJAMIN MOORE INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH o 00 TABLE TABLE I FIXTURE k FIXTURE k FIXTURE k COLOR/N0: ULTRA WHITE CC -10 ARE OPEN TO THE FLOOR. Q (52' x 52-) k (52• x 52°} ( (52• x 52^) I FINISH: SATIN FINISH y� M.E.A.: N/A 19. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND V) 2 - - - - - - - STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR Li -N-1 3 7 11 �� ♦♦ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. o PAINT SEE www.waremalcomb.com/ws/09900-001.pdf w MULTI CARTS k f ♦ 20. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW Z ' PURPOSE i 106 ({ ♦ FRP ITEM: FIBERGLASS REINFORCED PANELS CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS o 109 i I �� ♦♦ e MFR: MARLITE WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR w I { ♦ 4 COLOR/N0: WHITE - PEBBLE FINISH WARRANTIES AND ADHESIVE PRODUCTS. CL 13 i INSTALLA11ON: RESTROOMS: FROM WALL BASE TO 54" A.F.F., U.O.N. '---� FROM L BA 96" AU.O.N.. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES PATCHY Nil {" {. i ; 1 _ _ _ _ _ i , _ JAN. CLOS.. F.F., U. AND REPAIR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS F M WAL SE TO 0 + X + ,�, " M.E.A.: 177-78-M +�- k { �,' "' 12 REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. ?. " ? FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE Q 8 22. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL = -- g 13 www.waremalcomb.com/ws/09985-001.pdf a7 Q LL o i w "' w "' SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. BREAK 0 ++ m x- m X cn 105 RETAIL 23. FEATHER SUB -FLOOR UP FOR A) VINYL FLOORING TO CARPET, FOR FLUSH + i + W r---� 100 INSTALLATION. z VCT RB P I .. � ' � '. 1 1 e - i RB ITEM: RUBBER BASE PINNACLE 24. INSTALL METAL TRANSITION STRIPS S WHERE TILE MEETS ALL OTHER FLOORING MFR: JOHNSONITE z 8 P i i C RB P TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT w i COLOR/N0: MOON ROCK, #29 i 1 1 1 " " FLOOR TYPES MEET, VERIFY COLOR. 2 , + SIZE: 4 HEIGHT - 1/8 THICK it STYLE: STRAIGHT ® CARPET / COVED @ RESILIENT FLOORING ----- , i 25. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER NOTE: AT ALL PAINTED GYP. BD. WALLS, TYP., U.O.N. ' - M.E.A.: N/A MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER . `i' MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 0 ITEM: INTERIOR WINDOW FILM ®MULTI-PURPOSE Q 26 MANUFACTURER'S SPECIFIED �lk ------------- __-____-_ L_--____- � .FLOOR COVERING NG INSTALLER TO FOLLOW MANUFACTUR CARPE w 1 MFR: METROPOLITAN WEST C V IT - -- INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS CK + r----------� � C COLOR/N0: MATTED METRO FROST ' \ " / z e NOTE: PROVIDE AND INSTALLED BY McSIGN. REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET 3 OF[3' ADA \ . 2 COORDINATE W/ CHARTER PM SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. - - - SERVER i i UNISEX 2 WF ITEM: INTERIOR WINDOW FILM ® CASH OUT ETJ 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURERS SPECIFIED CONTOURED 104 i SV P UNISEX EX SV P 102 i \� FRP �/ i 2 MFR: 3M RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION z ' 1 3 103 + 1 3 6 7 COLOR/N0: ULTRA 600 CLEAR METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. il 51-1 VCT RB P ' + VESTIBULE �• - w 1 1 3 i FRP FRP 8'-0" NOTE: PROVIDED AND INSTALLED BY McSIGN 101 i ---- �.7_7 --- -___ i WITH IPA ADHESIVE FROM EDGE OF GLASS TO FRAME. 28. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT a VCT RB P i i g ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE 1 1 3 ' ' i i WF ITEM: BLACK OUT FILM OC, B TY END E HEAVY FOOT TRA FIC, CARTS m LOWV DUI ------- 3 EAVY DU ADH SIV T E ES 0 UR F AR S _-:„_ -_ - - . _ . __..._ .__ y._ > _. _, ._ _._ _.�- __.:. _ _.__ ,._ .:_ __ _ __ _.,,--_ . �.�_. TO MAINTAINPRODUCT'S W ANTY. ►- �- . .. .._ _..__ - 4.,._.. ._ v.� R.. ..._ ._. �_,._. _ . �: _:_. e_ _ ... --- --- ,�.�, MANTAWARRANTY. _ r 1, Y _. _ z_ - a _ _ �- s � _ ,_ __ __ � . � � _. _ � . �.� � _ , - . _� ._ _ . � _ � _ _ _ _ NO PROVIDED .. _� . _ _. � . _ � NOTE: AND LED B _ 3 _ , ..� a �,- � � u _ � , . ,_ _ _ �. _ � _ � �- x-"' * . tom. _., . - _ _ > _ .. �. _,_ _ -.. .. .. -' -.,... _.._.z.... _z, - �,._.>. __ ,- - - -3. :' �" _ '.:¢..:+ . x _ -.. _ __ _, . _.... ..-. ._. ., � �. w. ,. _ .. - -.d . r .-..... P .. . _ .� ,- �_,...eK ,� _ .fid, _. ,. ,>,.. 3-.. .a .moi_ -. _. .� .. _.._ _ ,.. -'�� .- >.'�.._,.>a. _... .. .. -_ _ . _. ,.. _. N S..<.,. -< . -',*- .- - _ - rE��g� _< �- _ . � xx. ..Rai: ': ' -� - -�' - .. _.. -s.. _._ _. _. -;�' ... -_ `�`'' _.. ._.. -.... <..__.>..,....__.-.- __.-.,3"�F.-. - sem- . _. -w �.. _. - - , _ .i .. _ .. -r .- .. .> - _., i : � ct ._.� _�. - F _ _ ...z ,a, -..� _ . , a,-�:-::-�' tx» a- "'.z. _.. _ate _.... . �- s§` _. .,r. ._ _. 'w. �.a_ .-� <.. -_. - _ --�. -.�-' ;..i.: �.. -.-a;. F..=,_.� _ _. _ _ _ ... - -mak. _ ..z _ ... -.. - _. -��€, .E _.-. _.. , a=a-....> _ . :. _.r ,.. , Wiz. �... ,.,,_� _. � . _� _ TYP.LOCATION AT WALL BUILT IN FRONT OF WINDOW.29x. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY Li AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF Y PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND o - GR ITEM: ILUMINATED SIGNS SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. � e MFR: TBD COLOR/N0: JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO W NOTE: PROVIDED BY MC SIGNS RECEIVING NEW PAINT FINISH APPLICATION. �E INSTALLED BY G.C. 0 30. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF } - SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL z ITEM: 1 WAY ADVERTISING GRAPHIC WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 0 e NOTE: PROVIDE AND INSTALLED BY McSIGN. m w COORDINATE W/ CHARTER PM 31. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND V) CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. w m 32. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, o HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH z WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS --+ 1/4"=1'-0" SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND FINISH PLAN UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. U) 33. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER 0 2' 4' 8' 16' - SCALE: 1/4„ =l'- 0" CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT m N OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 0 U LEGENDS FINISH NOTES 34. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED Q CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, NTH PERIMETER � r ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB -1), U.O.N. 13 CARPET TILES TO BE CENTERED IN ROOM RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA. EXTERIOR INDICATES AREA NOT IN CONTRACT (N.LC.) JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF w SURFACE AREA. o GYP. BD. SOFFIT/CEILING TO RECEIVE PAINT (P-1). 35. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: 3 GENERAL CONTRACTOR TO PROVIDE RESTROOM FINISHES. SEE ENLARGED CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES RESTROOM SHEETS FOR WALL FINISHES. WITH DISSIMILAR WALL STRUCTURE. o SYMBOLS LEGEND MECHO SHADE AS 'ADD/ALTERNATE', TO BE CONFIRMED BY CHARTER PM 0 INDICATES LINE OF FLOOR TRANSITION OR G.C. DURING THE SUB -WALK Add these notes if bidding out to new contractors: z FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING CARPET SEE PROVIDE TRANSITION REDUCER STRIP BETWEEN CARPET AND OTHER www.waremalcomb.com/ws/09680-001.pdf X FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING PAINT SEE w FLOORING FINISHES (VCT -1, SV -1, CARPET .TILE ETC.). SEE DETAIL www.waremalcomb.com/ws/09900-001.pdf ao 6 ON SHEET A9.3. - X - INDICATES LOCATION OF NON -TYPICAL WALL FINISH FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE ©a DOORS TO RECEIVE PAINT (P-3) U.O.N. www.waremalcomb.com/ws/09985-001.pdf w INDICATES DIRECTION OF FLOORING/CEILING INSTALLATION r7 SOFFIT PAINT TO HAVE FLAT FINISH. w o' L_8 PROVIDE BRUSHED STAINLESS STEEL CORNER GUARDS (EQ -11) TO 4'-0" AFF INDICATES FLOOR INSTALLATION START POINT D cn OUTSIDE CORNERS IN DELIVERY/STORAGE AREAS AND IN RETAIL AT STORAGE o CART TRAVEL LANES. +_ Q 0 PROVIDE WALL PROTECTION BUMPERS (EQ -12). WALL BUMPERS ARE SHOWN AS U - HEAVY DASHED LINE IN CART/BOH. AREAS AT LOCATIONS INDICATED AT 36" w A.F.F. 9-1 10 PROVIDE FIBERGLASS REINFORCE PANELS (FRP-1) BEHIND DRINKING FOUNTAIN Q AS INDICATED. cn z - 11 CARPET DIRECTION TO RUN PARALLEL TO ENTRY DOOR. 12 CHECK MOISTURE CONTENT IN FLOOR SLAB & TO REMEDIATE AS REQUIRED FOR NEW FLOOR FINISH. Li i w U) DRAWN BY: K.F. JOB NO.: MIA18-6041-00 FINISH LEGEND 8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. a La Y 9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER Q ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. WALL FINISHES Lu o Lu P e ITEM: PAINT - TYPICAL THROUGHOUT, U.O.N. 10. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. Q 1 O MFR: BENJAMIN MOORE '•• COLOR/N0: BUNNY GRAY # 2124-50 11. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE O� t7 •' FINISH: SA11N ON WALLS / FLAT ON UNDERSIDE OF SOFFITS PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. co LL ¢ Q U_ & CEILINGS om , o : o i� N Z _ ITEM: PAINT ACCENT 12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE = LL O : W i eP LL - NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS o- MFR: BENJAMIN MOORE RESPONSIBLE FOR ALL FLOOR PREPARATION. 'oo c �� Ty` - COLOR/NO: 2060- SYMPHONY ,, ....• .�- FINISH. SATIN 13. ALL CARPETING SHALL BE INSTALLED NTH GLUE DOWN METHOD, U.O.N. W - ------------ ----- �. r ow1=-SlaEpty?�RGHgNDIsEigi[ M.E.A.: N/A w ,. _ -. I 9 {\ 1 008"X�4) . /{ I . -x (LARGE 153,3/4^x20114°) P ITEM: PAINT -BACK OF HOUSE, ALL DOORS &FRAMES 14. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA CUT CARPET IN AN X OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT Lu En AVCT RB P e I 5 Tom' MFR: BENJAMIN MOORE N TRIM CARPET. w m 1 1 COLOR NO: 1599 MARINA GRAY I \ / 'y FINISH: SATIN (DOORS AND FRAMES SEMI -GLOSS) 15. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. _ CASH SECURED M.E.A.: N/A cn OUT 13 I STORAGE I P - J - - P - - - J L - P 16. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS.. DO NOT P ITEM: PAINT EXPOSED CEILINGS/STRUCTURE ABOVE z 108 107 i 5 2 5 MFR: BENJAMINE MOORE CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. i 4 C RB P I 9 COLOR/N0: 1617 Z 1 1 3 i 17. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED FINISH: FLAT FINISH o i ON FINISH PLANS. -, I I 8 i M.E.A.: N/A w _ _ _ _ _ _ _ , I FUTURE k SQUARE k FUTURE ( P ITEM: PAINT - 4" BORDER ON APP SPECTRUM WALLS 18. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, o SQUARE SQUARE k ( TABLE ( k 5 MFR: BENJAMIN MOORE INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH o 00 TABLE TABLE I FIXTURE k FIXTURE k FIXTURE k COLOR/N0: ULTRA WHITE CC -10 ARE OPEN TO THE FLOOR. Q (52' x 52-) k (52• x 52°} ( (52• x 52^) I FINISH: SATIN FINISH y� M.E.A.: N/A 19. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND V) 2 - - - - - - - STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR Li -N-1 3 7 11 �� ♦♦ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. o PAINT SEE www.waremalcomb.com/ws/09900-001.pdf w MULTI CARTS k f ♦ 20. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW Z ' PURPOSE i 106 ({ ♦ FRP ITEM: FIBERGLASS REINFORCED PANELS CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS o 109 i I �� ♦♦ e MFR: MARLITE WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR w I { ♦ 4 COLOR/N0: WHITE - PEBBLE FINISH WARRANTIES AND ADHESIVE PRODUCTS. CL 13 i INSTALLA11ON: RESTROOMS: FROM WALL BASE TO 54" A.F.F., U.O.N. '---� FROM L BA 96" AU.O.N.. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES PATCHY Nil {" {. i ; 1 _ _ _ _ _ i , _ JAN. CLOS.. F.F., U. AND REPAIR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS F M WAL SE TO 0 + X + ,�, " M.E.A.: 177-78-M +�- k { �,' "' 12 REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. ?. " ? FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE Q 8 22. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL = -- g 13 www.waremalcomb.com/ws/09985-001.pdf a7 Q LL o i w "' w "' SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. BREAK 0 ++ m x- m X cn 105 RETAIL 23. FEATHER SUB -FLOOR UP FOR A) VINYL FLOORING TO CARPET, FOR FLUSH + i + W r---� 100 INSTALLATION. z VCT RB P I .. � ' � '. 1 1 e - i RB ITEM: RUBBER BASE PINNACLE 24. INSTALL METAL TRANSITION STRIPS S WHERE TILE MEETS ALL OTHER FLOORING MFR: JOHNSONITE z 8 P i i C RB P TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT w i COLOR/N0: MOON ROCK, #29 i 1 1 1 " " FLOOR TYPES MEET, VERIFY COLOR. 2 , + SIZE: 4 HEIGHT - 1/8 THICK it STYLE: STRAIGHT ® CARPET / COVED @ RESILIENT FLOORING ----- , i 25. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER NOTE: AT ALL PAINTED GYP. BD. WALLS, TYP., U.O.N. ' - M.E.A.: N/A MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER . `i' MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 0 ITEM: INTERIOR WINDOW FILM ®MULTI-PURPOSE Q 26 MANUFACTURER'S SPECIFIED �lk ------------- __-____-_ L_--____- � .FLOOR COVERING NG INSTALLER TO FOLLOW MANUFACTUR CARPE w 1 MFR: METROPOLITAN WEST C V IT - -- INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS CK + r----------� � C COLOR/N0: MATTED METRO FROST ' \ " / z e NOTE: PROVIDE AND INSTALLED BY McSIGN. REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET 3 OF[3' ADA \ . 2 COORDINATE W/ CHARTER PM SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. - - - SERVER i i UNISEX 2 WF ITEM: INTERIOR WINDOW FILM ® CASH OUT ETJ 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURERS SPECIFIED CONTOURED 104 i SV P UNISEX EX SV P 102 i \� FRP �/ i 2 MFR: 3M RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION z ' 1 3 103 + 1 3 6 7 COLOR/N0: ULTRA 600 CLEAR METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. il 51-1 VCT RB P ' + VESTIBULE �• - w 1 1 3 i FRP FRP 8'-0" NOTE: PROVIDED AND INSTALLED BY McSIGN 101 i ---- �.7_7 --- -___ i WITH IPA ADHESIVE FROM EDGE OF GLASS TO FRAME. 28. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT a VCT RB P i i g ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE 1 1 3 ' ' i i WF ITEM: BLACK OUT FILM OC, B TY END E HEAVY FOOT TRA FIC, CARTS m LOWV DUI ------- 3 EAVY DU ADH SIV T E ES 0 UR F AR S _-:„_ -_ - - . _ . __..._ .__ y._ > _. _, ._ _._ _.�- __.:. _ _.__ ,._ .:_ __ _ __ _.,,--_ . �.�_. TO MAINTAINPRODUCT'S W ANTY. ►- �- . .. .._ _..__ - 4.,._.. ._ v.� R.. ..._ ._. �_,._. _ . �: _:_. e_ _ ... --- --- ,�.�, MANTAWARRANTY. _ r 1, Y _. _ z_ - a _ _ �- s � _ ,_ __ __ � . � � _. _ � . �.� � _ , - . _� ._ _ . � _ � _ _ _ _ NO PROVIDED .. _� . _ _. � . _ � NOTE: AND LED B _ 3 _ , ..� a �,- � � u _ � , . ,_ _ _ �. _ � _ � �- x-"' * . tom. _., . - _ _ > _ .. �. _,_ _ -.. .. .. -' -.,... _.._.z.... _z, - �,._.>. __ ,- - - -3. :' �" _ '.:¢..:+ . x _ -.. _ __ _, . _.... ..-. ._. ., � �. w. ,. _ .. - -.d . r .-..... P .. . _ .� ,- �_,...eK ,� _ .fid, _. ,. ,>,.. 3-.. .a .moi_ -. _. .� .. _.._ _ ,.. -'�� .- >.'�.._,.>a. _... .. .. -_ _ . _. ,.. _. N S..<.,. -< . -',*- .- - _ - rE��g� _< �- _ . � xx. ..Rai: ': ' -� - -�' - .. _.. -s.. _._ _. _. -;�' ... -_ `�`'' _.. ._.. -.... <..__.>..,....__.-.- __.-.,3"�F.-. - sem- . _. -w �.. _. - - , _ .i .. _ .. -r .- .. .> - _., i : � ct ._.� _�. - F _ _ ...z ,a, -..� _ . , a,-�:-::-�' tx» a- "'.z. _.. _ate _.... . �- s§` _. .,r. ._ _. 'w. �.a_ .-� <.. -_. - _ --�. -.�-' ;..i.: �.. -.-a;. F..=,_.� _ _. _ _ _ ... - -mak. _ ..z _ ... -.. - _. -��€, .E _.-. _.. , a=a-....> _ . :. _.r ,.. , Wiz. �... ,.,,_� _. � . _� _ TYP.LOCATION AT WALL BUILT IN FRONT OF WINDOW.29x. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY Li AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF Y PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND o - GR ITEM: ILUMINATED SIGNS SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. � e MFR: TBD COLOR/N0: JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO W NOTE: PROVIDED BY MC SIGNS RECEIVING NEW PAINT FINISH APPLICATION. �E INSTALLED BY G.C. 0 30. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF } - SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL z ITEM: 1 WAY ADVERTISING GRAPHIC WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 0 e NOTE: PROVIDE AND INSTALLED BY McSIGN. m w COORDINATE W/ CHARTER PM 31. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND V) CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. w m 32. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, o HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH z WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS --+ 1/4"=1'-0" SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND FINISH PLAN UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. U) 33. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER 0 2' 4' 8' 16' - SCALE: 1/4„ =l'- 0" CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT m N OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 0 U LEGENDS FINISH NOTES 34. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED Q CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, NTH PERIMETER � r ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB -1), U.O.N. 13 CARPET TILES TO BE CENTERED IN ROOM RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA. EXTERIOR INDICATES AREA NOT IN CONTRACT (N.LC.) JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF w SURFACE AREA. o GYP. BD. SOFFIT/CEILING TO RECEIVE PAINT (P-1). 35. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: 3 GENERAL CONTRACTOR TO PROVIDE RESTROOM FINISHES. SEE ENLARGED CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES RESTROOM SHEETS FOR WALL FINISHES. WITH DISSIMILAR WALL STRUCTURE. o SYMBOLS LEGEND MECHO SHADE AS 'ADD/ALTERNATE', TO BE CONFIRMED BY CHARTER PM 0 INDICATES LINE OF FLOOR TRANSITION OR G.C. DURING THE SUB -WALK Add these notes if bidding out to new contractors: z FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING CARPET SEE PROVIDE TRANSITION REDUCER STRIP BETWEEN CARPET AND OTHER www.waremalcomb.com/ws/09680-001.pdf X FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING PAINT SEE w FLOORING FINISHES (VCT -1, SV -1, CARPET .TILE ETC.). SEE DETAIL www.waremalcomb.com/ws/09900-001.pdf ao 6 ON SHEET A9.3. - X - INDICATES LOCATION OF NON -TYPICAL WALL FINISH FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE ©a DOORS TO RECEIVE PAINT (P-3) U.O.N. www.waremalcomb.com/ws/09985-001.pdf w INDICATES DIRECTION OF FLOORING/CEILING INSTALLATION r7 SOFFIT PAINT TO HAVE FLAT FINISH. w o' L_8 PROVIDE BRUSHED STAINLESS STEEL CORNER GUARDS (EQ -11) TO 4'-0" AFF INDICATES FLOOR INSTALLATION START POINT D cn OUTSIDE CORNERS IN DELIVERY/STORAGE AREAS AND IN RETAIL AT STORAGE o CART TRAVEL LANES. +_ Q 0 PROVIDE WALL PROTECTION BUMPERS (EQ -12). WALL BUMPERS ARE SHOWN AS U - HEAVY DASHED LINE IN CART/BOH. AREAS AT LOCATIONS INDICATED AT 36" w A.F.F. 9-1 10 PROVIDE FIBERGLASS REINFORCE PANELS (FRP-1) BEHIND DRINKING FOUNTAIN Q AS INDICATED. cn z - 11 CARPET DIRECTION TO RUN PARALLEL TO ENTRY DOOR. 12 CHECK MOISTURE CONTENT IN FLOOR SLAB & TO REMEDIATE AS REQUIRED FOR NEW FLOOR FINISH. Li i w PA / PM: U) DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Q Lu Lu Z a Q � U_ Z LL o- w of LLI Ow V) Lu En LLj N =) w cn 0 - 0 0 of U CL 0 0 C) o m m 00 W N N 'r N 0 0 PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 -- (Tnrei 9) 1/411=11-011 I I I I I 0 2' 4' 8' al -i FURNITURE PLAN N CAU I ION: 11- I HIS SHEE I IS NUI .50"x42" 11 IS A REDUCED NKIN Y SEE SHEET A0.1 FOR GENERAL PROJECT NOTES 0 Z w a o FURNITURE SCHEDULE w w r� KEY _ITEM REMARKS F-01 STEELCASE JULES KEYBOARD TRAY, STELLA ARM GC F-02 STEELCASE Flt MONITOR ARM GC F-03 HUMANSCALE PONY SADDLE STOOL, GRAPHITE Y F-04 STEELCASE REPLY CHAIR, MESH BACK, ADJ. ARMS, TORNADO FABRIC ON SEAT LEEMAN F-06 STEELCASE MOVE CHAIR, PLASTIC BACK AND ARMS STERLING SOLID WITH TORNADO UPHOLSTERED SEAT GC EQ -05 AND PLATINUM METALLIC LEGS WITH CASTERS GC F-07 STEELCASE MOVE CHAIR, ARMLESS, PLASTIC SEAT AND BACK PLATINUM METALLIC LEG, COLORS: GC EQ -07 PICASSO AND STERLING SOLID GC F-08 STEELCASE UNIVERSAL 36" SQUARE, ARCTIC WHITE LAMINATE TOP WITH PLATINUM METALLIC 4 STAR INSIGHT EQ -09 BASE INSIGHT F-09 STEELCASE UNIVERSAL 36" X 60" TABLE, ARCTIC WHITE LAMINATE TOP WITH PLATINUM METALLIC 4 STAR INSIGHT EQ -11 BASE GC F-10 STEELCASE UNIVERSAL 30" X 72" TABLE WHITE LAMINATE TOP WITH 4 PLATINUM METALLIC LEGS AND INSIGHT EQ -14 CASTERS INSIGHT F-11 COALESE SOFA, (1) 60 DEGRESS AND (1) 30 DEGREE CURVED SECTIONAL SOFA IN FINESSE ICEBERG INSIGHT EQ -16 VINYL WITH PLANTINM METALLIC LEGS. NATURAL WALNUT VENEER GANGED END TABLE WITH 4 LEGS. INSIGHT F-12 NEVINS ADLER 36" ROUND TAPERED DRUM TABLE WITH (1) CENTERED 3' FACTORY INSTALLED GROMMET CSG EQ -18 THAT EXTENDS TO THE BASE FOR POWER ACCESS CHARTER EQ -19 SYMPHONY TONDO 36" DIA. X 42" HT. TABLE, WHITE LAMINATE TOP WITH WHITE PAINTED BASE. GC F-13 INCLUDES CIRCO POWER UNIT WITH 2 RECEPTACLES. POWER CORD RUNS DOWN TABLE LEG AND COMES EQ -21 OUT OF A 4" DIA. CUTOUT. F-14 COALESSE ENEA LOTUS POST BASE STOOL, SWIVEL BAR HT. WITH WHITE POLYPROPYLENE SHELL AND CHARTER EQ -23 WHILE PAINTED METAL BASE. INSIGHT F-15 COALESSE CIRCA 50" X 28" STRAIGHT BENCH FINESSE ICEBERG VINYL WITH PLATINUM METALLIC LEGS F-16 STEELCASE: UNIVERSAL -30"W X 18"D 2 DRAWER FILE CABINET ARCTIC WHITE PAINT WITH WHITE LAMINATE TOP F-17 LOCKERS UNLIMITED PENCO METAL LOCKERS, 3 TIERED WITH SLOPED TOP (5) 12"W X 18"D X 84"HT., JANUARY WHITE, GANGED AND BOLTED TO WALL F-18 STEELCASE UNIVERSAL 15"W X 18"D X 27" HT. PEDESTAL FILE, PAINTED WHITE METAL BBF (2) PER ROOM. F-19 GLOBAL INDUSTRIAL 36"W X 24"D X 69"H CART, NEXELATE WIRE SHELF TRUCK WITH BACK AND SIDES KIT AND 2 BLUE BINS PER CART. U Z w M m 0 U W 0 cr0 a m 0 U J Q w Q w 0 Lu U 0 z w 0 c� O of m w m J J Q V) } U Z a a Li U N 0 z Q bi t - V m 0 w z 0 m w of w m J J a p z Q z 0 z w 0 p MISCELLANEOUS ACCESSORIES SCHEDULE w J a U N KEY ITEM _ PROVIDED BY EQ -01 LIBERTY COAT HOOKS, #RPLR6DJ-PWW-L1, WHITE 27" W GC EQ -02 HOME DEPOT/GLOBAL INDUSTRIAL EXTRA HEAVY DUTY SHELVING 48"W X 18"D X 84" HT, 5 SHELVES NTH WOOD DECK#WB601888 GC EQ -03 AMSEC SAFE #8555510, 32"W X 26"D X 67-3/4"HT Y EQ -03a AMSEC SAFE, 10"W X 10"D X 27-3/4"HT LEEMAN EQ -04 REFIRGERATOR WITH WATER LINE. SEE ENGINEERING SHEET P.01 FOR SPECIFICATIONS. GC EQ -05 MICROWAVE, HOME DEPOT/GE PROFILE, COUNTERTOP, SS #PES7227SLSS GC EQ -06 ULINE DRY ERASE #H-2757, 8'W X 4' HT, WHITE MELAMINE GC EQ -07 ULINE DRY ERASE #H-1840, 6'W X 4' HT, WHITE MELAMINE GC EQ -08 UNIVERSAL MOUNTS FLAT TV WALL MOUNT, 37"-75" TVS, 32"W X 26"D X 67-3/4"HT INSIGHT EQ -09 QUE MOUNTING BRACKET, PEERLESS ACC -557 TRUSS CEILING ADAPTER, PEERLESS AEC -1012 AJUSTABLE CEILING COLUMN, PEERLESS CMJ -450 CEILING TRAY - INSIGHT EQ -10 CHIEF 75" TV MOUNTING BRACKET, XSMIU INSIGHT EQ -11 STAINLESS STEEL CORNER GUARDS GC EQ -13 QUE INSIGHT EQ -14 SAMSUNG TV Q675H-TR 68.55"W X 39.85"HT X 3.42"D OR SAMSUNG QB75H 66.49"W X 38.24"HT X 2.6"D INSIGHT EQ -15 TV INSIGHT EQ -16 SAMSUNG TV PM43H, 37.95"W X 21.83"HT X 1.5"D INSIGHT EQ -17 BENCHMARK SERIES KIOSK 64"HT X 25"W X 28"D CSG EQ -18 COPIER CHARTER EQ -19 COFFEE MAKER WITH WATER LINE. REFER TO ENGINNERING SHEET P0.1 FOR SPECIFICATIONS. GC EQ -20 FIRE EXTINGUISHER CABINET EQ -21 CARD READER EQ -22 RECYCLING BIN, #CPRE, 52" X 15" X 15.5% 30 GAL. CHARTER EQ -23 75" INTERACTIVE TV AT APP/DEMO MILLWORK, PLANAR #EP6524K-T, 58.4" X 33.8" X 4.1" INSIGHT Of W 0 w U Z W 0 w U W a w Y Fa - J J N z 0 V) z wLd Of 0 z m 0 U J Q w o' Q z w w w Of c� a m F -- a w U X W Y o' Of w 0 r z Q z 0 m Li N W m 0 z J J a V) p z Q m m O U J Q w a 3 LL - 0 c� Q_ O U on J R. LETIECQ DRAWN BY: K.F. JOB NO.: ti ti M m Y O J � 0 Uao m LL 0 Cn�Q Q N � J PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Q w o: Z W Q ^J L.L � LLI f— z � of w LLY � Q w w g cn w � En w <n N o O p � U D_ 0 O 0 O O O N H \ Q r7 I� Q � N O O PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET A6m - - - - - -,--------------- ------ - - - - - - AP ON� IDED+1ANDISI .WALL -----.=-�1---'--==-=-f-=-•=-=---.008" 24")•:_ -• . ==2=3 .•-(LARGE 15 r. MJER•. •. -.'•. 1. •. •. •. �••.-•. -. •. -. 3R rn 11 CASH SECURED 1 3 MW -7 A8.2 MW -9 MW -13 OUT I STORAGE I I I 4 UR A8.1 108 I 107 6 A8.2 8 W-5 FIXTURES W-5 FIXTURES A8.2 1 A8.2 O 1 FU RE FU RE MULTI PURPOSE 109 SERVER 104 i I FIXTURE I F I FIXT RE is 1 II .. (52 X 52•") • :•-• :•{-• {-'. ♦ _ / � I (52',',52') I) ; :. I (52" 52") ( CARTS -:•:•f .•r.:- A8.2 X I I I � 9 4 _ 106 Ir - 1 �' A8.2 5`-2" 5-2" °O A8.210 N W-4 / 1 _ {. 10 I 1 1 x 1 w MW -6 ( -6 A8.2 x 1 1 w 1 j Ir. -. : .•_O . •' _-_ Lo LL + :- w .•.:;w :•. m._..., m I I I 1 la l I :. 4•. :..�. 1 1 f MW -3 ( 1 1 f RETAIL w w BREAK A8.1 - ' i ` _ / (TOTA 1) ♦ / 100 105 I 1 3 i - -- MW-12 A8.1 i •�•- I ( ---- 1 MW -2 MW -1 FIXTURES 8'-11" (TOTAL 5) N .' • SCJ � I - _ • H .-------------T----- - 1-------------r--1----------------� : J- 1 I 1 ' 4,-5" 6'-2n 6'-2" l9s. I ADA 11 ADA 7 5 ♦7 / UNISEX UNISEX I VESTIBULE I I 103 i 102 101 1 A8.2 I MW -11 A8.2 1 2 Fir 1 I I cQUE= 1 I -� ' :'•'.' ': .'.'•,'.�•,. ;::'.': .'.''.'...'• I I�---- ---rte 1/4"=1'-0" 1 1 1 1 1 16' CAU I ION: IF I HIS SHEE I IS NO I J0 ­x42 11 IS A KLUUC;EU NKIN I EXTERIORS. 22. ALL HINGES SHALL OPEN ±105', EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP U -i 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. THE DOOR PULL FROM DAMAGING THE WALL. N Cl I r z w F -- N m O w z O m w MILLWORK SCHEDULE w m J _j KEY ITEM COMMENTS i < `cl l to DRAWN BY: z Y SEE SHEET AO.1 FOR GENERAL NOTES o - z MW -2 r MILLWORK NOTES z Q Cl O Q MW -3 ADA REP STATION, 38-1/4"W X 28-1/2"D X 44" HT U N z Li 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM O MW -4A FUTURE AUDIO & FLEX, 60"W X 18n D X 34" HT z SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY 12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" ui CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT FILING AND BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX z o OR DESIGNER PRIOR TO ORDERING PRODUCTS. TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL MW -5 SQUARE TABLE, 52"W X 52"D X 34" HT 0 w 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO 13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. Zw CL FABRICATION TO THE ARCHITECT. CABINETMAKER SHALL USE ON SITE SQUARE TABLE, 52"W X 52"D X 34" HT WHERE NO BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED a o FIELD FRAMING DIMENSIONS FOR ALL SHOP DRAWINGS AND FABRICATIONS. TIGHTLY TO BACK & SIDE WALLS. MW -6 WIDE TABLE, 72"W X 52"D X 34" HT ANY SUBSTITUTIONS TO THE FOLLOWING SPECIFICATIONS MUST BE a Of O APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO a_ EDGE OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION in z m 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING. COLOR MW -9 m LOCATION FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT CAULK OR CLEAR SILICONE. BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL ~ INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL 15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP ESPECIALLY FOR SINKS U.O.N. w MATERIAL THICKNESS INCLUDED. m MW -11 STORAGE WALL - SINGLE SIDED, 3 UNITS ® 48"W X 30"D X 71"HT 16. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF 0 IL 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM EDGE BANDING ON ALL DOORS TO MATCH FACE MATERIAL 0 ARCHITECT/INTERIOR DESIGNER ON SHOP DRAWING SUBMITTALS OR BY MW -12 PANTRY MILLWORK LETTER. u 17. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL AT J z 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS � LEAST 3" DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE w & LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL INSIDE OF THE CABINET, I.E. OVER THE DOOR (WHEN PRESENT). OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. O 18. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF 6. -ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK TRAINING MILLWORK THE INTERIOR CABINET SHALL BE FACED TO MATCH DOOR FRONTS. m MATERIAL, UNLESS APPROVED PRIOR TO EACH JOB. w w c C9 19. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON � 7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED DOOR (NOT CABINET). G m ON FINISH PLANS OR ELEVATIONS. m 20. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND J 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER NOT INSTALLED ON THE DRAWER OR DRAWER FRONT. Q OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. V w 21. ALL DRAWER GLIDES SHALL BE FULL EXTENSION. 9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH z EXTERIORS. 22. ALL HINGES SHALL OPEN ±105', EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP U -i 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. THE DOOR PULL FROM DAMAGING THE WALL. N Cl I r z w F -- N m O w z O m w MILLWORK SCHEDULE w m J _j KEY ITEM COMMENTS i < `cl l I> m n1 v z V) 0 z MILLWORK PLAN SCALE: 1/4"=l' -O" o N V) w to DRAWN BY: z MW -1 SINGLE GREETER, 34"W x 30"D x 36"HT - z MW -2 REP STATION, 38-1/4"W X 28-1/2"D X 50 HT Cl Q MW -3 ADA REP STATION, 38-1/4"W X 28-1/2"D X 44" HT U N Li O MW -4A FUTURE AUDIO & FLEX, 60"W X 18n D X 34" HT FUTURE ui z w MW -5 SQUARE TABLE, 52"W X 52"D X 34" HT 0 w Zw CL MW -5A SQUARE TABLE, 52"W X 52"D X 34" HT FUTURE a MW -6 WIDE TABLE, 72"W X 52"D X 34" HT a MW -7 APP/ DEMO WALL, 108"W X 24"D X 109" H N zo in z w MW -9 MERCHANDISE WALL - ONE SIDED, 153-3/4"W x 108"HT x 20-1/4" D z w ~ MW -10 STORAGE WALL - DOUBLE SIDED, 3 UNITS ® 40"W X 24"D X 71"HT m MW -11 STORAGE WALL - SINGLE SIDED, 3 UNITS ® 48"W X 30"D X 71"HT 0 J MW -12 PANTRY MILLWORK u J � MW -13 CASHOUT MILLWORK W/ UPPER CABINETS tz MW -14 TRAINING MILLWORK m w w c C9 I> m n1 v z V) 0 z MILLWORK PLAN SCALE: 1/4"=l' -O" o N V) w PA / PM: to DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Q w Zw a Q o a. 0 J � c cow G Y Q w O g cn U_ M N w cn w N 00 IY U a. o 0 0 O by QO O O w N N Qr21�N Q � 00 PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 i CAU I ION: II- I HIS SHEE I IS NO I J0 ­x42 11 IS A REDUCED PRIN Y O r z Q L- O F - Z W m W U z w 0 U w _ 0 Of O a- m m O U J Q W Of ¢ LL - 0 w U F- 0 Z w _ H O I -- F- 0 O w m w m J J Q V) U Z Q d W a U V) Z Q tz N m O W Z 0 0 LL] w w W m J J ¢ V) 0 Z Q U) Z O (f) Z W D W J Q U N w W O w U Z W 0 W U W W Y H J J Q 2 N U) z 0 (N Z W C) Z W H m 0 U J Q W Q H Z W m W W 0 Q m F- CL CL W U X W Y Lr O Of w 0 r z Q z 0 0 W V) w m F- 0 z J J Q N C) Z m m O U J Q W Of Q LL - 0 F - CLO U Z ¢ F - Of W 0- 0 w d W H W Q z O F- C-) L- C) w a V) 0 z N C) z a 0 w LA W I N O � N E", 0 U 0 N C J O O M as U 0 t w (U v a14 as bo U C � z � .E ►ti C •U _ +U+ tSf '� � � m i tb ¢, b0 u ' D Q 00 LL L, p =� N L ■ Qr J M coW Q J Q 0 W U- V �o 0 ` Q C:) N U) Y Q w z 0 �w Q Q o W w w 0 w Y LLJ w0 X w 2U)LL- wU)� wV) U O - p � U Vo 0 0 O 00 �0 W O \ O N Q Q r7 � I� N O O PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET i A7.1 CAU I ION: IF I HIS SHLL I IS NUI J0-02" 11 IS A REDUCED PRIN SEE SHEET AO.1 FOR PROJECT NOTES o M } � N PLAN SPECIFIC NOTES ¢ SEE CEILING PLANZ O 1 FOR CEILING HEIGHT WATER CLOSET -FULLY ACCESSIBLE, FLOOR -MOUNTED. (SEE PLUMBING w DRAWINGS FOR SPECIFICATIONS.) w '-'-' OPEN " Z •i CD Q ABOVE 3/4 MELAMINE TOP W/EDGE a aj LAVATORY - FULLY ACCESSIBLE, WALL -HUNG, SELF -RIMMING, PORCELAIN � > BAND SINK. (SEE PLUMBING DRAWINGS FOR SPECIFICATIONS.) INSTALL WITH o FRAMELESS CONCEALED HINGE, 0:� i WALL BRACKET IN LIEU OF CARRIER. 0 o_ TYP. W I _ 0 1 • 3/4" FRENCH CLEAT- 11 r I 3 FASTENED TO STUDS, TYP. _ BREAK I 5 -55 I WALL -MOUNTED SIGN. SEE DETAIL 20 ON SHEET AO.3. o o 3/4" PLASTIC LAMINATEn r CABINET DOOR, TYP. - FINISH 105 M1 ® MOP SINK - FLOOR MOUNTED (SEE PLUMBING DRAWINGS FOR •� BOTH SIDES & PROVIDE EDGEI Ih I I a_ BAND AT ALL 4 EDGES EQ. EQ. SPECIFICATIONS.) m 0 , I ! r I HI -LO DRINKING FOUNTAIN (SEE PLUMBING DRAWINGS FOR o 1 - 1/4" MELAMINE BACK TYP. fl i i I r 5 9 C N �' I - ; SPECIFICATIONS. ¢ (� o 4" BRUSHED STAINLESS WIRE FEIN i i� ► © SEE SHEET A5.1 FOR FINISH SPECIFICATIONS. � D PULLS MOUNTED HORIZONTALLY WITH , . r ti�--------- r i � i - .- .• .- - _ r 0 SEE DETAIL 5 ON SHEET- A9.3 FOR RESTROOM EXHAUST WATERPROOF w ----i-----------� DETAIL. O COUNTER -SUNK SCREWS & t6'-0" i - O CAPS, TYP. - PROVIDE 1 I I 1 I 1' SILENCERS AT DOORS I I I 1 1 I 1 r--�- 1 W 1 I I 1 /� 1 �. r-- -, I Z ® MOP SHELF. U 1 -3 - -_ - - -- = z TRAINING TABLE ELEVATION ' m 1 -- =-U -' w 0- 0 N > " 3 T 1 T I -0 l 1 1 SCALE: 3/8 =1 -0 75; I \`� '--------------------T---------------------------�---J-----------------------; � O.M. I 1 I 1 it 1 " c10:. _ __1_ 1—____ 1 1 I I C7 N 1-1 2 COUNTERTOP 1 1/2- 12 EQ. SPACES 1 1/2 - I -- 1+-1 a I i 2aD/1 i ® ® U' o 1 N / t\ p I 1 I I I I ®o I C 2'-1/2" I 1 I I I I I 5 1 m y �- y o i I 1 I I ADA i ADA 2 i i m 1.4 b0 cn m 1/2" 1/2" BACKSPLASH 8 1 1 SERVER , UNISEX I UNISEX A E r 3 VESTIBULE I c,, �, c, z a r\ 1 I B I I ao a _ %---) r I r I 104 11 103 Io Lo 1 1 I I 1 rn 2 '" 5 M o ---- 1/2%" MELAMINE DRAWER BACK _ . . I I I r I 4 I 6 } -- ---- - --- --- &SIDES N % _ __ _7t \ =�L �L=� __ `_ '`_ _� _�`_ '` i n\\i i 1 f - — 3 4" MELAMINE DRAWER �V �L �L �L I I 1 C ui BOTTOM Lo xI I I I I Q 3/4" PLASTIC LAMINATE w DRAWER FACE " II �' I ' I I z PLUMBING ACCESSORIES o •_ � � (4) 2-1/2 DIA. 11 - -- --- --- ---- ---- 1 ¢ ' 1 " 1 1 BLACK F - _ Q.,........ BI CE R _ _ _ SSO . 3 6 DIA. H - R SHELF _ _ � � O. �! G OMMETS f_ _ E >_. R S TYP. - "SUPP" SCHEDULES mco 3/4 MELAMINE SHELF (1 IF _ o LII �� Q OVER 3'-0" WIDE), TYP. - -1 1 U. ;' O C N PROVIDE EDGE BANDS AT I I ,••� N W Q: .W T �= FRONT &BACK N ( f KEY I TEM o `�6.•. 3d, y'<� o 3/4" x 3" STRETCHER, TYP. 8'-11" 7'-7" T-3" Ir Ir 7r W 3" 2 x 4 WOOD STRETCHERS AT f 15'-1" E 2'-0" 0. C. PA -1 LAVATORY MOUNTED SOAP DISPENSER, BOBRICK #B-822 > w PLASTIC LAMINATE BASE m SEMI -RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND - VAS H - T PA -3 WASTE RECEPTACLE, BOBRICK #B-3942 UPPER/LOWER CABINETS OU ELEVATION ENLARGED PLAN m 1 O " • " PA -5 SURFACE -MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER, z SCALE: 3/8' =1 -0 SCALE: 3/8 =1 -0 BOBRICK #B-2888 N SCALE: 1"=1'-0" IMWCB-Up_low_drws_splash-01 N z o_ 24" x 48" MIRROR WITH STAINLESS STEEL CHANNEL FRAME, � 1 1/2" COUNTERTOP PA -6 BOBRICK #B-165 2448 (E) STUDS ® 16" O.C. 2'-1/2" TWO WALL STAINLESS STEEL GRAB BARS WITH SNAP o 10 PA -7 FLANGE, 1 %" (38MM) DIAMETER, 42" X 54% BOBRICK � WHITE MELAMINE WORK N " 1 2" BACKSPLASH 3/4" SURFACE WITH EASED EDGE \a a 1/2 / #B-6897 N r 1%" (38MM) DIAMETER, 18" STAINLESS STEEL GRAB BARS w PA -7A WITH SNAP FLANGE, BOBRICK #B -6806x18 WITH BOBRICK > • GROMMET WITH PLASTIC --- CONCEALED ANCHOR PLATES 2583 Q -- 3/4" x 3" STRETCHER TYP. _ o Lo SLEEVE -SPACE AS NEEDED --_________- P EQ.� EQ. I` 3 PA -8 SURFACE -MOUNTED SEAT -COVER DISPENSER, BOBRICK w > N 9" DIA. CUT-OUT IN COUNTER #B-221 - — TOP FOR TRASH. J • a • o • • PROVIDE SATIN. ALUMIN. �� 2'-0" PA -6 Ld MM M cn SLEEVE. P I PA -9 SURFACE -MOUNTED SANITARY NAPKIN DISPOSAL, BOBRICK W Q X 3 2,-0• RACKET & SUPPORT o PA -7A I' / o CONTURA #B-270 Y Q > PROVIDED BY MILLWORKER. 3/4" PLASTIC LAMINATE ` F p Y 1 ¢ J — J O > 04 FALSE FRONT TO ALIGN WITH PA -8 R PA -8 UTILITY SHELF WITH MOP/BROOM HOLDERS AND RAG HOOKS ~ �.I u' w ADJACENT DRAWERS OPERABL 1 PA -10 BOBRICK #B-239 Q 0 o_ z PARTS _ I 2 V) M J FRP PA -5 °O PA -1 PA -7 LLI LL w 1/4" MELAMINE BACK, TYP. PA -9 z z o U %�o w k'01TENANT PROVIDED TRASH CAN - _ 4 x - o PA -9 w cn RUBBER WALL BASE SV / `° C° ¢x 8 R I o a, �I z 0 FRAMELESS CONCEALED HINGE, ,' ; I "�' r LL q- _ d Q d 3 TYP. �� N N ►� N I M Z 13 m O _E_ .C_ o c� �' COUNTERTOP SUPPORT LOWER CABINET AT TRASH -p` J 6 bi SCALE: 1"=V-0" IMWCB-Counter_Top-01 SCALE: 1"=1'-0" IMWCB-Low_sink_splash-01 W ry 1 1/2" COUNTERTOP 2'-1 /2" 3 - 1/2" 1/2" BACKSPLASH uj 00 LU PA -6 w 1/8„ VINYL WAINSCOT, APPLY \� P P ;. PER MANUFACTURER'S __=_______= 3/4" x 3" STRETCHER, TYP. 3 3 ¢ RECOMMENDATIONS , } SINGLE BOWL. STAINLESS ' m STEEL SINK PROVIDED BY , a 5/8" TYPE "X" WATER N - — I i 2 1 I MILLWORKER PA -3 U-1 RESISTANT GYP. BOARD 1 I I , x LL:' 3/4" PLASTIC LAMINATE FRP FRP Ld FALSE FRONT TO ALIGN WITH Y Q _ _ METAL WALL STUDS W/ 5/8" _ w 1 1 � GYP. BOARD EA. SIDE o z ADJACENT DRAWERS3. ® N ¢ i 4" BRUSHED STAINLESS WIRE PULLS `` w _ z Y w MOUNTED HORIZONTALLY, WITH /12 • 11-- 0 COUNTER -SUNK SCREWS &CAPS, TYP. w - - RUBBER WALL BASE 1 � - s VCT N Z L-_ ; -PROVIDE SILENCERS AT DOORS 4 �, _ x Q ------ - -- ¢ Q z Y 1 LoO 1 DRAIN & HOT WATER PIPING CONCRETE SLAB AT GROUND I � o W N J w �r � TO BE WRAPPED WITH m LV LEVEL INSULATION AS REQUIRED w Y 3" FRAMELESS CONCEALED HINGE, 1'-7" m . N F •. as -e- � D _B_ � ; d 1'-7" TYP. - - Z w ADA -COMPLIANT INTEGRAL .I KNEE/TOE CLEARANCE TOE -KICK 0 ¢ - WAINSCOT LOWER CABINET AT SINK RESTROOM ELEVATIONS o J SCALE: 3"= 1'-0" IFLBA- Wain scot -01 SCALE: 1"=1'-0" IMWCB-Low_sink_splash-01 SCALE: 3/8"=1'-0--(:" ¢ m 0 od _ _ U SEE CEILING PLAN - — 10 FOR CEILING HEIGHT � Q i�;2 3:co Of JOf af OPEN 3 4" MELAMINE TOP 2" 6 EQ. SPACES `` � 2 V) u- 0 ¢ ABOVE 0 W/EDGE _ 0 W u > BAND I m N INTERIOR FINISH PER SCHEDULE - FRAMELESS CONCEALED HINGE, 2 w cf _ 0 TYP REFRIGERATOR o 3/4" FRENCH CLEAT - / \ `\ COFFEE a_ 0 X 1 MAKER � o - CONT. CAULK (APPLIED PRIOR FASTENED TO STUDS,- TYP. � � TO PAINTING) 3 4" PLASTIC LAMINATE -_ o z J 0 CABINET DOOR, TYP. —FINISH � � � I I I } z m VINYL CAP STRIP ALTRO OR : BOTH SIDES & PROVIDE EDGE L 1 L L I , o 0 EQUAL BAND AT ALL 4 EDGES co W _ w CN 04 ICROWAVE i i W ¢ � 1-1 r� O Q \ N W r ] 6 ! n n I COVED SHEET VINYL BASE I 1/4" MELAMINE BACK, TYP. N J �r===== cV o CONT. FILLER STRIP " N En li ® ;11 i ® I I 1 ! _ Q_ II Iia Ir 1 ! 1 1 I 4 BRUSHED STAINLESS WIRE L------� I I i I I f o 0 _ _ Z ^ PULLS MOUNTED 1/2 L-1 Li t w SHEET VINYL FLOORING HORIZONTALLY, WITH - .�. - . i Q COUNTER -SUNK SCREWS & b PA! PM: R. LETIECQ 1 I E _ — CAPS, TYP. - PROVIDE i ' ' '� �'�` I 1 ® o SILENCERr 1%S AT DOORS N W. V� W - �V - i 1 r i Q N " I ! DRAWN BY: K.F. 1 -3 ----L------- w JOB NO.: MIA18-6041-00 PROVIDE 9" DIA. CUT-OUT � 2 EQ. SPACES 3'-0" 2 EQ. SPACES IN COUNTER TOP FOR o -71 J9'-1 1/2" TRASH. PROVIDE SATIN. Q SHEET 01 ALUMIN. SLEEVE. V) c� i SHEET VINYL COVED BASE UPPER CABINETS BREAK AREA Q ELEVATIONS 8 3w 11 SCALE: 3"= 1'-0" Detail_Title SCALE:. 1 "=1'-0" IMWCB-Up_low_drws_splash-01n A801 SCALE: 3/8"=1'-0" W I I F ' � CAU ||JJ` ||L | |S JLL | IS KJ | 50"x42" J-\42- | | IS A REDUCED LIJ | 4~ BORDER PAINTED1 TYP' EA. SIDE P -J �5� U | U � ' |NSTALLED VMTH �� SPACERS` ` APPROX.RECESS IN WALL FOR lV/3 \ POWER OUTLETS, TYP' PROVIDE COMBINATION ��QV - LOCATION FOR COORDINATE NTHAND WALL BRACKET,, RECESSED ATA AND ' CHARTER SIGN VENDOR' U \. \ \ U K \ \ U ` ` | � ' c» 4 ovnuon ALL a/uco co �z PAINTED LdFri uj uu ' ' PROVIDE BLOCKING IN "c ' WALL FOR MILLWORK ' �� ��~� 0 - SUPPORT ui uJ ------------------ c� / co U | | | -�J' l�- POYNER ATA STUBBED - INTO MILLWORK INSIDE CABINET - 04 . . IN MIA18-6041-00 WEB ' |NSTALLED VMTH �� SPACERS` ` APPROX.RECESS IN WALL FOR lV/3 \ POWER OUTLETS, TYP' PROVIDE COMBINATION ��QV - LOCATION FOR COORDINATE NTHAND WALL BRACKET,, RECESSED ATA AND ' CHARTER SIGN VENDOR' U \. \ \ U K \ \ U ` ` | � ' c» 4 ovnuon ALL a/uco co �z PAINTED LdFri uj uu ' ' PROVIDE BLOCKING IN "c ' WALL FOR MILLWORK ' �� ��~� 0 - SUPPORT ui uJ ------------------ c� / co U | | | -�J' l�- POYNER ATA STUBBED - INTO MILLWORK INSIDE CABINET - _ ' 'fLj 4 L4: � F T -;7t - - - - - ---- - - - - - - - - - - - - - - - - - A - - - - - - ' ' 00 ' � ^` ' U | � U - U U ` 04 . . JOB NO.: MIA18-6041-00 co _ ' 'fLj 4 L4: � F T -;7t - - - - - ---- - - - - - - - - - - - - - - - - - A - - - - - - ' ' 00 ' � ^` ' U | � U - U U ` SHEET A802 04 JOB NO.: MIA18-6041-00 co . . U to . SHEET A802 JOB NO.: MIA18-6041-00 co 0 co LL 0. 0 LL U) Cq U) r4 M bo u to Lo 0 SHEET A802 JOB NO.: MIA18-6041-00 co 0 co LL 0. 0 LL U) Cq U) SHEET A802 JOB NO.: MIA18-6041-00 Lu 0 Of 00 �02 00 04 SHEET A802 JOB NO.: MIA18-6041-00 SHEET A802 CAU I ION: 11 I HIS SHEE I IS NUI SO ­x421 11 IS A REDUCED PRIN I MEMBER DEPTH: FLANGE WIDTH: WALL TAG MODIFIERS: 7 --if DECK LINE (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625""' 162 X WALL TYPE NOTES: Ue2= 2-1/2" METAL STUDS BENT METAL STUD CLIP (SAME ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS / "�� SIZE AND GAUGE AS FURRING INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. 1_ INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC -ESR -1338 Ue3= 3-5/8 METAL STUDS � ` DEPTH IS THE INSIDE DIMENSION. 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING Ue4= 4" METAL STUDS t STUDS) WITH (2) #8 SHEET METAL R 600 S 162 - 54 BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. Ue6= 6" METAL STUDS 0 SCREWS SECURE TO CONCRETE STYLE: MATERIAL THICKNESS: � 1 -DRIVEN 3. MAX. STUD SPACING SHALL BE 24". Ue8= 8"WALL WITH METAL STUDS ( ) POWER (EXAMPLE: STUD OR JOIST SECTION =S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 4. MINIMUM FASTENER SIZE SHALL BE 6 - 1-1 4" SCREWS. FASTENER, USE SLOTTED THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE # / WALL TYPE PATTERN .� n "� -,-� CONNECTION AT STUD TO ALLOW THE DESIGNATOR SYSTEM ARE: - METAL THICKNESS IN MILS. MINIMUM BASE METAL 5. MAXIMUM FASTENER SPACING SHALL BE 12 FIELD AND 8 AT EDGES. � � �, FOR LATERAL MOVEMENT THICKNESS REPRESENTS 95% OF THE DESIGN 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. - S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. " �[�� c° ICC -ESR -1663 7. ALL RESTROOM WALL STUDS TO BE 6 AND FULLY INSULATED, U.O.N. F = FURRING INTERIOR NON-STRUCTURAL NON -COMPOSITE:- CEILING LINE AS APPLICABLE I` z 0 D (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF 0240 250S125-18 12" 10'-6" 250S125-18 16" 9' -7- '-7"250S125 250S125 -18 18 24" 8'-,3' 3625125-33 16" 16'-0" 2505125 33 j;fif l f � � �/,/! /1/;Y2 r � .✓fi, V W L 250S125-43 12" 14'-4" 250S125-43 16" 13'-0" 250S125-43 24 11'-5" 3625125'"18�» SPACING (IN.) O.C. 5 PSF U240 40OS125-43 l! 20'-9" 3625125'[81/ rf''-,;, f24"jf�` ';jf g �,`• j 362S125-33 12" 17'-7" 3625125-33 16" 16'-0" 3625125-33 24" 14'-0" V W L ' �62S125 fi 1' n jN N xF/.fi /" /f r/ "/J 3625.125 ✓� a/ -fir /� {J 3625125-54 (50 KSI) 12" 20'-6" 3625125-54 (50 KSI) 16" . 18'-7" 362S125-54 (50 KSI) 24" 16'-3" 362125 Jr58 (5t7 _KSt) f 12"� ';%21" 1,> "'I 362Si25 68;(5a 12" 60OS125-33 16" 23'-9" 400S125 -18X 12" 14'-9" 0 40OS125-18 x 16" 12'-10"• 40OS125-18x 24' 10'-5" • .� 40051 12" 30'-9" 60OS125-54 (50 KSI) 16" 27'-11" NOTE: ALL STUD INFORMATION IS BASED ON: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) ICC ESR 30640 (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF U240 40OS125-43 12" 20'-9" 40OS125-43 16" 18'-10" 40OS125-43 24" 16'-5" 0 4045125 .j Q N V W L 40OS125-68 (50 KSI) 12" 23'-8" 40OS125-68 (50 KSI) 16" 21'-6" 40OS125-68 (50 KSI) 24" 18'-10" /j/� } ry'7 1 6005125 4 i X l�f rf'/ /I 1 L ! // rf i:.24 • ' 66 S' 27x11, 'll ;%'1fi",'`` 21f r6'•% 60051257, 60OS125-33 12" 26'-2" 60OS125-33 16" 23'-9" 60OS125 33 24" 20'-6" .c 6005125�4�,,.Ijjlf, z .� 60OS125-54 (50 KSI) 12" 30'-9" 60OS125-54 (50 KSI) 16" 27'-11" 60OS125-54 (50 KSI) 24" 24'-5" J 6a©5125 1 1 / f �JJ 4lrfr 6O0S125 fi0C)5125 ,.68,(50 -KSt) ff 24,:,j, 80OS125-43 12" 36'-1" 80OS125-43 16" 32'-9" 80OS125-43 24" 28'-8" 80dS125 54 (50<KS() f�j�12 /�, �,j38�-3>, 8005125 ; (50 51) %;TFa"r =;J j% 35 17/ 8005125' �� (50 ;xS►) j'1J24�fr�J �% �a'-9" �. 80OS125-68 (50 KSI) 12" 41'-11" 800S125-68 (50 KSI) 16" 38'-1" 80OS125-68 (50 KSI) 24" 33'-4" PER CEILING PLANS o� Y METAL STUD FRAMING x3 w - vi < i_' 5/8" GYPSUM BOARD Z Z w I- o a I; o BOTTOM TRACK FASTENED TO FLOOR ® 16"O.C. MAX. cy w EXTERIORARNM. a EXISTING WALL kms£ WALL BASE WHERE OCCURS, I .. O' SEE FINISH PLANS � INSULATION PER ���§� ��: I °. ,? ENERGY CALCULATIONS J,s I ACOUSTICAL SEALANT MIN. 10 MIL POLY VAPOR FLOOR LINE `) BARRIER, WHERE OCCURS � y 3 Q WALL, TYPE — - FURRING ®EXTERIOR CONCRETE WALL Uc ~ cn SCALE: 1 -1/2"=l' -O" IWAMT-Wall t o Uc-01 C a U _ DECK LINE • DESIGN BUILD METAL STUD: NOTE: I 1 EXTEND GYP. BD. ON ONE 1\ 1. STEEL STUDS AND RUNNERS: MINIMUM BASE -METAL THICKNESS: SIDE UP TO UNDERSIDE OF ' SLIPTRACK FASTENED TO a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: DECK ABOVE AS REQUIRED4 - DECK ® 16" O.C. MAX. 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND BY METAL STUD SPAN _ LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN TABLE OR STUD J L/240 OF PARTITION HEIGHT. MANUFACTURER < 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR 10 a OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, L MINIMUM 20 GAGE STUDS AT 16" ON CENTER o Q 3 WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR i CEILING TYPE AND HEIGHT _ ____ Ld o ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. WALL TYPE PATTERN ----------- PER CEILING PLAN Ld ------------ Of 0 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, - a a PROVIDE MINIMUM 22 GAGE STUDS. WALL TAG MODIFIERS: INSULATION WHERE OCCURS, w z 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. z Uj SEE FLOOR PLANS w 0 6) CEILINGS: AT CEILINGS USING MOLD -MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 U_ o " Af2 2-1/2" METAL STUDS INCHES O.C. FOR 5/8GYPSUM. v" 0 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND " Af3= 3-5/8" METAL STUDS BOTTOM TRACK FASTENED TO m z Af4= 4 METAL STUDS Uj a LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE 11LE THICKER THANFLOOR ®16"O.C. MAX. � i 3/4 INCH, ETC) Af6= 6� METAL STUDS a z Af8= 8 METAL STUDS �o a- b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURERS RECOMMENDED SPANS, PROVIDE " WALL BASE WHERE OCCURS, H w STRUCTURAL CALCULATIONS. 5/8 GYPSUM SEE FINISH PLANS BOARD EACH SIDE v OCL VER METAL STUDS, N ACOUSTICAL SEALANT z_ N SEE METAL STUD FLOOR LINE X TABLE FOR SPACING LIMITING .WALL HEIGHT TABLE -L/240 DESIGN BUILD METAL STUD WALL TYPE -Af- WALL TO 6" ABOVE CEILING, FULL HEIGHT FRAMING (:SCALE: NONE IWAMT-Height_table-L 240 -SS MA SCALE: N.S.C. IWAMT-Design-Build-Metal-Stud 7 SCALE: 1-1/2"=1'-0" IWAMT-Wall_type_Af-01 W MAX. 100 Ib. PER STUD. I `� I I 1 16 GA. METAL STUD 16 O.C. �} - DECK LINE I�� ALL BACKING STUD TRACKS,% RA 1 I n4�A mSLIPTRACK FASTENED TO DECK EXISTING WALL. SLIPTRACK ISOMETRIC ®16" O.C. MAX. pwINSULATION WHERE OCCURS, SEE FLOOR PLANS 1 I x ss # 16 GA.X6" Xl-1/2" UNPUNCHED METAL TRACKv� 14 50 X5 8" GYPSUM BOARD EACH 1 I �����# SEALANT _ / 1 I W/LEGS CLIPPED & BENT ®h ��� EA. STUD. ATTACH TO EACH a SIDE OVER METAL STUDS, SEE _ � METAL STUD -TABLE FOR s mss SPACING STUD W/3(#10) SELF -DRILLING AND SELF -TAPPING SHEET WALL TYPE PATTERN l I METAL SCREWS (TO MIN. 3 — — — — BOTTOM TRACK FASTENED TO 1 , , STUDS) EXTEND BACKING 1 METAL J -MOLD FLOOR @ 16" O.C. MAX. r BAY BEYOND EDGE OF 1 I ��y WALL TAG MODIFIERS: CABINET /EQUIP. INSULATION WHERE OCCURS. WALL BASE WHERE OCCURS, 7 F2= 2-1/2" METAL STUDS SEE FINISH PLANS 1 IF3= 3-5/8" METAL STUDS 1 1 5/8" TYPE "X" GYP. BD. ONACOUSTICAL SEALANT I 1 F4= 4 METAL STUDS 1 METAL FURRING STUDS. 1 I I NOTE: F6= 6" METAL STUDS FLOOR LINE DO NOT CUT FLANGES FOR PARTITION FRAMING, SEE F8= 8" METAL STUDS BETWEEN SUPPORTING WALL STUD TABLE & STUDS REFERENCED DETAILS. 5 BACKING DETAIL FOR MISC. EQUIP. WALL AT PERIMETER WALL TYPE -F FULL HEIGHT NON -RATED WALL SCALE: N.T.S. IWAMI- Wall _equip -backing -01 13 SCALE: 3"=1'-0" IWACO- Wall -perimeter-01 SCALE: 1-1/2"=1'-0" IWAMT-Wall type -F-01 F SEE PLANS FOR ROOF METAL DECK COMPOSITION STEEL DECK CEMCO SLOTTED TRACK (CST) CEMCO SLOTTED TRACK (CST) z ICC -ESR -2012 WITHz ICC -ESR -2012 WITH II POWER -DRIVEN FASTENERS ® 16" FIRE EXTINGUISHER CABINET (F.E.C.) ° POWER -DRIVEN FASTENERS ® 16" CN r MAX. FASTEN AT DECK FLUTES MAX. FASTEN AT DECK FLUTES - ICC -ESR -1752 VERIFY ROUGH OPENING W (CC -ESR -1752 / RIGID INSULATION OVER PERPENDICULAR CONDITION MFG. IN FIELD. PERPENDICULAR CONDITION METAL DECK METAL DECK MIN. 3" WIDE @ 16" O.C. MIN. 3" WIDE ® 16" O.C. OVER 2 FLUTED SPAN, 14 GA.(2) LAYERS 5/8" TYPE "X" GYP. BD. OVER 2 FLUTED SPAN, 14 GA. PLATE WITH POWER -DRIVEN BEHIND F.E.C. W FURRING CHANNELS PLATE WITH POWER -DRIVEN FASTENERS TO EACH FLUTE / FASTENERS TO EACH FLUTE ICC -ESR -1752 TO MAINTAIN 1 -HR RATING. ICC -ESR -1752 CEMCO SLOTTED TRACK 5/8" TYPE "X" GYP. BD. TYP. ( ) CST CEMCO SLOTTED TRACK (CST) ICC -ESR -2012 WITH ICC -ESR -2012 WITH u 11 POWER -DRIVEN FASTENERS ®16" Imo—VARIES PER MANUFACTURER. (4" MAX) f POWER -DRIVEN FASTENERS ®16" MAX. FASTEN AT METAL PLATES - METAL STUDS WHERE OCCUR. rizLu MAX. FASTEN AT METAL PLATES ICC -ESR -1752 ICC -ESR -1752 NOTE : MOUNT FEC SO HIGHEST OPERABLE ONE-HOUR WALL PART OF CABINET OR EXTINGUISHER NON -RATED PARALLEL CONDITION INSTALLATION DOES NOT EXCEED 48" AFF. INSTALLATION PARALLEL CONDITION NON -RATED WALL HEAD FIRE EXTINGUISHER CABINET FRAMING WALL HEAD SCALE: 3"=1'-0" IWAMT-F_hd_md-ins-01 14 SCALE: 3"= 1'-0" IFPMI-FEC-01 v SCALE: 3"=1'-0" IWAMT-F-hd-md_frm-01 4 5/8" GYPSUM BOARD OVER METAL CEILING JOISTS, SEE METAL JOIST TABLE FOR SPACING BOTTOM TRACK WITH - POWER -DRIVEN FASTENERS AT 16"O.C. MAX. ICC -ESR -1752 z #10 SCREWS (TYP.) GYPSUM BOARD CEILING SUSPENDED ACOUSTICAL (- ACOUSTICAL SEALANT CEILING, SEE RCP CEILING WALL ANGLE N SUSPENDED ACOUSTICAL I :I CONCRETE FLOOR CEILING all • - all a a . CEILING TRANSITION TO WALL WALL BASE FULL HEIGHT NON -RATED WALL SCALE: 1-1/2"=1'-0" ICEMI-Transition_to_Wall-01 10 SCALE: 3"=1'-0" IWAMT-Base_t -01 5 - - LLI CL w U x w Y 0 a- w 0 r z z 0 0 w In w •m 0 z J J Q 0 z Q 0 U J a w Of LL_ U c� a- 0 U 0 z a F_ w w a- 0 w a. w w z 0 a U U w m N PA / PM: C DRAWN BY: W O(IJ . r, E Qy O 0 0 1�1 .j Q N V W L W J PA / PM: C DRAWN BY: K.F. JOB NO.: MIA18-6041-00 r, cn Q 0 .j Q 0 V W L W 1� LL U) C:) Z Q N U) U o N o 4�: .c bo o z .� >~ .� o E Ln o a. b"o u r a PA / PM: C DRAWN BY: K.F. JOB NO.: MIA18-6041-00 M cn Q J .j Q 0 V W L W 1� LL U) C:) Z Q N U) PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 MENOMONEE PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET A9.1 CAU I ION: 11- I HIS SHEE I IS NO I M"x42" 11 IS A REDUCED NRIN I Y c_ 0 TOP STUD UP EXTEND GYP. TO 6" ABOVE 4 1/4" CEILING. TYP.. z 3 5/8" METAL STUD 16. a CD GA TO ADJACENT STUD. IF 3 5/8" METAL TRACK. O I I. 2 HORIZONTAL 3 �- 5„ . I 5/8 -METAL STUD STUD PROVIDE 1/2" F.R. 16. GA ATTACHED TO PLYWOOD GYP. BD. FOR ADJACENTTV /MOUNTING (�I 3 5/8" METAL STUD BRACKET SUPPORT TV - 5/8" GYP. TV PROVIDE 1/2- F.R. "'i oO PLYWOOD GYP. BD. FOR N TV / MOUNTING N - BRACKET SUPPORT POWER/DATA POWER/DATA OUTLETS/MUDRING OUTLETS/MUDRING 5" 3-5/8" RUNNER, 16. 4 1/2 3-5/8" RUNNER, 16. GA. BOTTOM WITH SELF GA. BOTTOM WITH SELF TAPING METAL SCREWS. TAPING METAL SCREWS. 3 5/8" METAL STUDS, z 3 5/8" METAL STUDS, 16. GA. 16. GA. 12" CHANNEL STUD. ON ------------12" CHANNEL STUD. ON EACH SIDE WITH SELF TAPING EACH SIDE WITH SELF 10 BOX STUDTAL SCREWS. TAPING METAL SCREWS. ( ) - (BOX STUD). _ 1 LAYERS OF 5/8" GYP. 1 LAYERS OF 5/8" GYP. TRIM BY MILLWORKER. TRIM BY MILLWORKER. f 2'-0" CABINET WITH SHELVES z E o ! BY MILLWORKER a Z 40"W X 24"D X 71" HT CABINET BY a j o m I MILLWORKER 0 0 0} 48"W X 30"D X 71 "H T CD m o CARTS INSIDE CABINET w i PROVIDED BY o FURNITURE VENDOR o { i 2'-6" I CLEAR GYP. BD. OPENING SECTION MILLWORK W/ SHELVE SECTION MILLWORK W/ CARTS SCALE: 1"=l' -O" SCALE: 1"=l' -O" TOP STUD EXISTING WALL (2) HORIZONTAL 3" STUD - = I 16 GA. ATTACHED TO ADJACENT ACT CEILING. ® 10'-0" 5/8" GYP BD. _ 4 BORDER CONSISTING OF 3 5/8" X 16 GA. METAL STUD FRAMING SHEATHED WITH 5/8" GYP BD. AT APP WALL, GC TO PAINT (P-2) ZV ' 1/2" FIRE RESISTANT PLYWOOD " GYP. THIS SIDE TO BE FINISHED WITH GYP BOARD AND PLYWOOD TO BE; ADDED WHEN: LOCATED IN FRONT OF WINDOW' , VERTICAL BUMP -OUT BEYOND. EXISTING WALL ZRI __=A�`" o Ju - APP WALL SCALE: 1 1/2"=1'-0" IWAMI-Free standing APP -wall -01 2 Lu H CL W U X W Y Of O Of w O r z a z 0 m w V) W m 0 z J J Q 2 U) 0 Z Q m O U J Q W Q LL_ O H C� W O U D Z Q F_ H Of W C O w Q_ W 2 F -- n PA / PM: � ~ G JOB NO.: ti � N co m Wu F•�i O � a� 0 ULL m cz who ao T E U)� Qyf a N O 1 N w cz a� J J_ r-, 0 0o co � b 104 U � w lu .� ed 3 a " z N C) E tz 03 bo U c4 � M N Sl+ PA / PM: � ~ G JOB NO.: ti � N co m Y D 0 ULL m who ao T LL U)� Q a N W PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Q w J_ LLQ r W p� w Z O 1� U rW vJ V1 W � Y O V)0 Lu U) LLI D: V) O W v7 Of 0 V) O in 0:� U O_ 0 0 O O O W N N Q N O O PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET A9.2 C;AU ITUN: - !F IHIS SHEE I IS NO 1 .50"02. 11 I5 A �NEDUCEU NKIN STEEL STUDS 3-5/8" x 25 GA. ALL ROOF WORK TO BE BY LANDLORDS BONDED ROOFER PIPE PENETRATION, EXTEND DBL 1-5/8 x 25 GA UNHEMMED CHANNEL DBL 2-1/2" x 25 GA ACOUSTICAL CEILING SUSPENSION SYSTEM DBL 3-5/8" X 20 GA AS NECESSARY TO MAINTAIN E MOLDING E 0 N LL y A MIN. 8" HT. ABOVE ROOF 1/8" RESILIENT FLOORING OR N Cu 13 i i HIGH GRADE SEALANT (VCT, STATIC DISSIPATIVE DRYWALL GRID SYSTEM ICC ESR -1289 ANGLE MOLDING i LLU) TILE.) U o Y N CONTINUOUS BEAD OF LAP w i ATTACHED 3 LIGHT ) SEALANT rn i 14 _ FIXTURE Co VINYL "CARPET TO RESILIENT �0 -4 u b0 STAINLESS STEEL CLAMPING " FLOORING ADAPTOR - ,•= i - u RING JOHNSONITE CTA -XX -A, 1/4 4, M w CIRCLE INDICATES REQUIRED A. •� bD 'v CARPET TO 1/8- RESILIENT i1. v LOCATION OF COMPRESSION FIELD FABRICATED METALa�; FLOORING w STRUTS. SEE BELOW. i� 3" HOOD (OPTIONAL) `` ,`` `a „�,•;=• 4 •, -,- - �� ofZ a CEILING SYSTEMS ARE TO BE z i MIN. PRE -MOLDED PIPE FLASHING, CARPET -- ;, _ - NINSTALL 0o ATTACHED ONLY AT 2 i PER ROOFING - ADJACENT WALLS OR SOFFITS ,i MANUFACTURER'S SPECIFICATIONS UNATTACHED SUSPENDED CEILING SYSTEM, :: ,•�,,. __�____ - - - O x SEE REFLECTED CEILING PLAN W a -- o • ,d•- - FOR SPECIFICATIONS. ° ° d ° , �• _ ''"'" 2 FIRE 12'-0" ICC ESR -2631 ° d q - - SPRINKLER OC TYP. (CHICAGO METALLIC), OR DRYWALL MAIN BEAM ICC ESR -1222 SINGLE -PLY ROOFING � (USG INTERIORS), OR INSTALL PER ROOFING NOTE: ICC ESR -1308 (WORTHINGTON ARMSTRONG MANUFACTURERS SPECIFICATIONS CROSS TEE FOR ADDITIONAL INFORMATION SEE ARMSTRONG VENTURE) RIGID INSULATION PER ENERGY DRYWALL GRID SYSTEMS TECHNICAL GUIDE CALCULATIONS ROOF PENETRATION FLASHINGCARPET TO RESILIENT FLOORING DRYWALL FURRING SYSTEM 11 1 LATERAL FORCE BRACING AND SUSPENSION SCALE: 3"= 1'-0" ERFPN-1ply_rins_tube-02 SCALE: FULL IFLTR—Carpet_resilient_floor_01 SCALE: 3" = 1'-0" (CEGB—Cing_grid_ARMSTRONG i LATERAL FORCE BRACING: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO ALL ROOF WORK TO BE BY LANDLORDS BONDED ROOFER THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. LATERAL FORCE BRACING MECHANICAL EQUIPMENT, NOTE: o- SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SEE MECANICAL DRAWINGS PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL APPROVED SEALANT AS REQ'D LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION NOTE: PIPING OR - DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES.I I PER ROOFING MANUFACTURER'S INDICATED PROVIDE 2 INCHES OVER SIZED TRIM Y BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER SPECIFICATIONS RINGS FOR SPRINKLERS (AND OTHER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. _ _ _ SCREW WITH NEOPRENE ,� f THERMOSTAT PENETRATIONS) TO ALLOW FOR AT LEAST 1" OF MOVEMENT IN ALL THE FOLLOWING INSTALLATION DETAILS ARE TO BE CONSIDERED TO BE COMPLYING WITH THE _ _ _ _ ;- -- - WASHER , 6" LIGHT SWITCH AND/OR DIRECTIONS. SUSPENDED CEILING ABOVE REQUIREMENTS. PREFABRICATED CURB, INSTALL f SENSOR NOTES: PER MANUFACTURER'S , g 1. WHERE THE ROOF SYSTEM IS COMPOSED OF WOOD BEAMS, PURLINS, AND SUB -PURLINS, I SPECIFICATIONS THE 2 X 4 SUB -PURLINS ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING THE ROOF. 2. CEILING SUSPENSION SYSTEM SHALL COMPLY WITH 808 AND 2506.2.1. COMPONENTS SHALL z PREFABRICATED CURB, INSTALL _ PER MANUFACTURER'S - a0 SINGLE -PLY ROOFING, INSTALL - - OF LIGHT BE ASTM "HEAVY DUTY" CLASS. ! PER ROOFING MANUFACTURER'S SWITCH/SENSOR 3. THE COMPRESSION STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 SPECIFICATIONS SPECIFICATIONS - o x OUT -OF -PLUMB. q RIGID INSULATION PER ` 1 ¢ ENERGY CALCULATIONS \ M N STRUCTURAL MEMBER, SEE STRUCTURAL DRAWINGS CD `� 2" SPRINKLER HEAD, SEE FIRE 0 0 MIN PROTECTION DRAWINGS METAL STUDS: Of U THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8" LEG WITH A 3/8" RETURN. DOUBLE STUDS ARE CONNECTED TOGETHER IN THE SHAPE OF A H, WITH ONE #6 SHEET I I STEEL DECK, SEE METAL SCREW AT 16" O.C.. ATTACH THE METAL STUD TO THE T -BAR MAIN RUNNER WITH TWO STRUCTURAL DRAWINGS #8 SCREWS. SEE DETAILS FOR ATTACHMENT TO STRUCTURE ABOVE. ' ROOFING PREFABRICATED CURB LT. SWITCH / T -STAT INSTALLATION SPRINKLER CEILING PENETRATION CD 12 7 2 STEEL STUDS 3-5/8" x 25 GA. TO 8'-0" DBL 1-5/8 x 25 GA TO 10'-0" DBL 2-1/2" x 25 GA TO 15-0" DBL 3-5/8" X 20 GA TO 20'-0" SCALE: 3"= 1'-0" ERFCU-1 ply-prefab-rins-01 SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-02 SCALE: 3" = 1'-O" ICEAC_sprklr-pen "ATTACHED WALL" 0000 ARMSTRONG BERC2 8" MAX ICC` ESR -1308 DOOR JAMB _ TWO (2) NO. 12 GAUGE WIRES LATERAL FORCE BRACING MEMBERS MUST BE SECURED FROM LIGHT & MUST BE SPACED A MINIMUM OF 6" MECHANICAL FIXTURES AT FROM ALL HORIZONTAL PIPING OR OR SIDELITE OPPOSING CORNERS ALONG THE DUCT WORK THAT IS NOT PROVIDED FIXTURE'S DIAGONAL. WIRES MAY WITH BRACING RESTRAINTS FOR "ATTACHED WALL" DOOR IN OPEN BE SLACK. HORIZ. FORCES. BRACING WIRES • USG ASM7 MUST BE ATTACHED TO THE GRID %POSITION AND TO THE STRUCTURE IN SUCH A t�+ ICC ESR -1222 I MANNER THAT THEY CAN SUPPORT OR I A DESIGN LOAD OF NOT LESS THAN WALL OR SOFFIT ILL 200 POUNDS OR THE ACTUAL LOADS, FOUR (4) NO. 12 GAUGEWHICHEVER IS GREATER, WITH A 20GA. MIL. STD COMPRESSION STRUT ®EA. SET OF "ATTACHED WALL" I WIRES MUST BE ATTACHED SAFETY FACTOR OF BRACING WIRES W/(2) #8 SHEET MIL. SCREWS TO -THE 2 - CHICAGO METALIC I PARTIAL PLAN TO THE GRID MEMBERS GRID, SPAN PER TABLE ABOVE. SEISMIC CLIP SYSTEM ICC ESR -2631 THERMOSTAT WITHIN 3EA. CORNER � OF EA. FIXTURE WHEN LIGHT FIXTURE ANCHOR TO WALL OR SOFFIT BY #6 SCREWS AT PERIMETER HANGER I INTERMEDIATE CEILING (LESS THAN 56 LBS.) 24" O.C. WIRE AT ALL MAIN SYSTEMS ARE 12GA. VERTICAL HANGER WIRE ® 4'-0" O.C. EACH WAY RUNNERS AND CROSS B - - OF LIGHT SWITCH/SENSOR USED. (4' O.C. AT MAIN RUNNER) MINIMUM 3 TIGHT TURNS IN TIGHT SCREW TEES 1-1/2" BOTH ENDS TYPICAL I _ o x e I ¢ NOTE: CLOSURE ANGLE SUSPENDED CEILING ( PROVIDE METAL BLOCKING BETWEEN GRID I STUDS TO MOUNT LIGHT MOLDING 7800 I SWITCH/SENSOR & THERMOSTAT AT ACOUSTICAL PANEL I DIMENSION INDICATED PROVIDE MINIMUM OF 2 SCREWS HIIHANGER AND PERIMETER SUSPENDED AT OPPOSIT CORNERS OF " AX " WIRES MUST BE PLUMB WITHIN CEILING GRID SUPPORT WIRES, OR SCREW ON 8 MAX. T -BAR SAFETY CLIPS AT SIDES *11 1 IN 6 UNLESS COUNTER (OR @ SYSTEM. SEE CEILING PLAN. - GLASS FRONT) OR ENDS. o SLOPING WIRES ARE PROVIDED ° SUSPENDEDCEILING- ATTACHED CLOSURE ANGLE LT. SWITCH / T STAT SIDELITE LIGHT FIXTURE SUSPENDED CLN .� SQ CROSS ° SCALE: 3" = 1'-0" ICEAC-CIng_grid_wall_attach-ARMSTRONG 1 SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-01 �+ SCALE: N.T.S. ICEAC-Susp_light_intermediate-01 3) RUNNER MAIN RUNNER 45' EXISTING SLAB TO REMAIN. "UNATTACHED WALL" ARMSTRONG BERC2 #4 REBAR ®12" O.C. - 8" MAX ICC ESR -1308 ALTERNATE SIDES. 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH NEW CONCRETE TO MATCH END. SPLAY WIRE BRACING IN CLUSTERS OF FOUR , WIRES ATTACHED TO MAIN RUNNER WITHIN 2" OFA OR EXISTING CONCRETE ACOUSTICAL CEILING TILE. CROSS TEE SECTION. OCCUR WHEN CEILING AREA >, "UNATTACHED WALL" WITH WALL ANGLE. EXCEEDS 1000 SF_ a, USG ASM7 ICC ESR -1222 REPLACE BASE TO MATCH - a STUD ORIENTATION WALL OR SOFFIT OR 6" EXISTING MATERIAL AND � COMPACTION. REPLACE ALL 2 1/2" METAL STUD. 3-5/8" X 20 GA. STUDS- SCREWED W/ 7/16" 9 GA. "UNATTACHED WALL" 4" VAPOR BARRIERS. J \ �+ FRAMING SCREWS 24" O.C. STAGGERED- SANDWICH MAIN CHICAGO METALIC n 0 k SEISMIC CLIP SYSTEM ICC ESR -2631------- -__ _______, _ _ w o RUNNER BACK. & ATTACH W (3) 7/16" FRAMING SCREWS. ANCHOR TO WALL OR MAIN RUNNER SOFFIT BY #6 SCREWS AT PERIMETER HANGER WIRE AT_ _ _ — _ w 24 O.C. ALL MAIN RUNNERS AND -II(--LOOSE SCREW CROSS TEES IIIIII III II III III I I III I I III III I ww -III-IIIA i I-1 I I -III III -III 1 � I _ _ w TYPE "X" GYPSUM BOARD TAPED AND FINISH SMOOTH MANUFACTURED STRUTS: SUSPENDED CEILING —� l I III-III—_III-I I I I I � FOR GLOSS PAINT FINISH. PRE—MANUFACTURED STRUTS MAY ONLY BE USED IF ENGINEERING IS APPROVED BY THE CLOSURE ANGLE GRID —1 ' EXISTING REBAR, TIE NEW BUILDING DEPARTMENT:: GC TO SUBMIT FOR APPROVAL. MOLDING 7800 ACOUSTICAL PANEL REBAR TO EXISTING CONCRETE WHERE WALL REMAINS 043- HANGER AND PERIMETER UNATTACHED TO CLOSURE WIRES MUST BE PLUMB WITHIN BACK FILL TO BE CONCRETE ANGLE, 3/4" CLEARANCE TO 8" MAX. 1 IN 6 UNLESS COUNTER SLURRY OR 95% COMPACTED BE MAINTAINED SLOPING WIRES ARE PROVIDED SAND UNATTACHED CLOSURE ANGLE SAW -CUT CONCRETE SLAB REPAIR CEILING TRA SUSPENDED CEILINGS NSITION SCALE: N.T.S. ICEAC-Susp_vertca - i I_strut CatD-01 1 v(� SCALE: 3" = 1'-0" ICEAC-Cing-grid1 4 SCALE: 1-1/2"=1'-0" IFLMI-Saw(� repair -01 v SCALE: 3"= 1'-0" 6041_A93 `T _ ALL ROOF WORK TO BE BY LANDLORDS BONDED ROOFER EXHAUST FAN a ° MECHANICAL UNIT, SEE (SEE MECHANICAL PLANS) CONCRETE WALL I MECHANICAL DRAWINGS FASTEN MEMBRANE FLASHING 8" O.C. c ; CONCRETE PLATFORM a FIBERLASS INSULATION TOEXHAUS - DECK ABOVE I 12" O.CT FAN FLASHING, FASTEN i 24 GA. MIN. GALVANIZED STEEL CAP PRE -FAB. EQUIP. CURB PER ROOF PRODUCTS AND SYSTEMS METAL STUD WALL BRACE L — — — CORP. RC -4A, WITH 2X2 NAILER CONTINUOUS CLEAT a (OR APPROVED EQUAL) POWER DRIVEN ANCHOR AT 4 4 .. _' STUD - a a - a as BUILT-UP ROOFING, SEE INSTALL FLASHING PER MANUF. INSTALL PER ROOFING a - 5/8" GYP. BD. OVER METAL :m MANUFACTURER'S SPECIFICATIONS. STUDS a SPECIFICATIONS _ SUSPENDED ACOUSTICAL v a d a CEILING, SEE REFLECTED v CEILING PLAN RIGID INSULATION/ METAL DECK 4 4 CORNER BEAD a HOLD GYP. BD. 1/8" FROM a METAL FRAME. CAULK NEATLY 6" TO FRAME ROOF COMPOSITION DUCT AND DAMPER (SEE MECHANICAL PLANS) EXTERIOR GLAZING SIZE PER MECHANICAL T PERIMETER WALL EQUIPMENT PLATFORM EXHAUST FAN CURB/FLASHING SOFFIT A _ 15 SCALE: 1-1/2"=1'-0" IWISF-Soffit_perimter-02 20 SCALE: 3"= 1'-0" ERFCU 4pty-mech-01 SCALE: 1-1/2"=1'-0" ERFPN-4ply_conc_md_exhfan-01 5 Lu a - w U x w Y 0- 3 0- w O r z z O 0 w V) Z) w m F_ O z J J ¢ V 0 z m O U J w Of 3 0 F of Q_ O U 0 z ¢ w o_ O O a w A 0 z O r~= U U w CL N PA / PM: CD LI ti W O c>S a� i 0 E m E 0 N LL y J N Cu eq C� LL CID J PA / PM: U) ti K.F. JOB NO.: MIA18-6041-00 J 0 m Y N LL rn J O� 0 eq m LL woo LLU) U o N w :.d rn Co �0 -4 u b0 Lu u a � .� Lo � M m A. •� bD 'v � � i1. PA / PM: U) ti K.F. JOB NO.: MIA18-6041-00 J N M. m Y N LL J O� 0 U m LL woo LLU) N PA / PM: U) DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y Lu w W J Q w o- w Cl- Y Q w o g cn w �U)=) w cn N CD 0 0 Of U O_ 0 CD o C'4 WC'4 M N 0 0 PA / PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET A9.3 STOREFRONT JAMB SCALE: 3" = 1'-0" STOREFRONT DOOR SCALE: 3"= 1'-0" ALUMINUM STOREFRONT SYSTEM DOOR STOP GLASS EDRSF-Sf_Ib_c-01 ALUMINUM STOREFRONT FRAME INSULATED GLASS DOOR STOP AT JAMB BEYOND BOTTOM RAIL TO MATCH DOOR FRAME EXTERIOR RAIN DRIP DOOR BOTTOM SWEEPS (VINYL) WITH STAINLESS STEEL FASTENERS. COLOR TO MATCH DOOR THRESHOLD SET IN SEALANT AND SEAL EDGES OF ENDS, FINISH TO MATCH DOOR FRAME PEMKO 2005 _T FILL CONSTRUCTION CONTROL JOINTS THAT CONTINUE UNDER THRESHOLD WITH SEALANT 1/2" EXPANSION JOINT MATERIAL, WHERE OCCURS COORDINATE WITH SLAB AND EXTERIOR WALLS EDRSF-Sf_sec_ins_c-01 CAU IION: 11- IRIS SHED.I IS NUI 50"x42 11 IS A REDUCED 'KIN I Y DOOR SCHEDULE 0 5/8" TYPE 'X' GYP. BD. EACH z SIDE OVER METAL STUD. SEE STUD TABLE FOR SIZE AND SPACING INSULATION WHERE OCCURS METAL TRACK 3-5/8" METAL STUD NESTED IN METAL TRACK DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE HOLLOW METAL DOOR HEAD (JAMB SIM:> SCALE: 3" = 1'-0" IDRAL-Head_Hollow_metal1 INSULATION WHERE OCCURS 5/8" TYPE 'X' GYP. BD. EACH SIDE OVER METAL STUD. SEE STUD TABLE FOR SIZE AND SPACING. METAL TRACK r. 3-5/8" METAL STUD NESTED IN METAL TRACK BACKER ROD & SEALANT SHIM AS REQUIRED 0 ALUMINUM WINDOW FRAME FIXED GLASS DOOR NO. ROOM NO. DOOR *(E) EXISTING DOOR FRAME uj W_ CLW Q = 0 2 C� w Q W �j 0 � F- LU W Y (n 0 REMARKS * SEE RESPONSIBILITY MATRIX SHEET AO.1. TYPE WIDTH HEIGHT THICK MATERIAL FINISH RATING MATERIAL FINISH RATING LL cu o M 3 � ri bD v7 � �0 C ar o�, Ln u coa, o Co 100 100 RETAIL E , " PAIR 3 -0 , " 7 -0 1-3/4 " ALUMINUM & GLASS CLR ANODIZED - ALUMINUM CLEAR - - - NO YES NEW STOREFRONT DOORS TO MATCH EXISTING 101 101" VESTIBULE A 3 -0 7'-0" 1-3/4 " HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - 62 1e NO NO PROVIDE KICKPLATE, DIRECT GLUED 102 CD 102 UNISEX RR A 3'-0" 7'-0" 1-3/4" HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - 81 1d NO NO 103 CD 103 UNISEX RR A 3'-0" 7'-0" 1_3/4" HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - 61 1d NO NO 104 104 SERVER ROOM A 3'-0" 7'-0" 1-3/4" HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - B2 1i YES NO PROVIDE KICKPLATE, DIRECT GLUED PROVIDE CARD READER AND ELECTRIC STRIKE WITH FAIL SAFE. CHARTER SECURITY TO PROVIDE CONTACT. CD105 105 BREAK B 4'-0" 7'-0" 1-3/4" HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - B2 1i YES YES PROVIDE CARD READER AND ELECTRIC STRIKE WITH FAIL SAFE. CHARTER SECURITY TO PROVIDE CONTACT. PROVIDE KICK PLATE, DIRECT GLUED. PROVIDE WIDE ANGLE PEEPHOLE. 106 CD 106 CARTS D 2'-2" 5'-7" 1-3/4" WOOD PAINTED - - - - B3 6b NO NO ROLLER LATCH WITH C OR RECESSED PULL 106a CARTS B 4'-0" T-0" 1-3/4" HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - 62 1i YES NO PROVIDE CARD READER AND ELECTRIC STRIKE WITH FAIL SAFE. CHARTER SECURITY TO PROVIDE CONTACT. PROVIDE KICK PLATE, DIRECT GLUED. 107 107" STORAGE A 3 -0 70-0- 1-3/4 " HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - 62 1e YES NO PROVIDE KICKPLATE, DIRECT GLUED PROVIDE CARD READER AND ELECTRIC STRIKE WITH FAIL SAFE. CHARTER SECURITY VENDOR TO PROVIDE CONTACT. 108 108" CASH - OUT C0 3 -0 7'-0' 1-3/4 " HOLLOW METAL PAINTED - HOLLOW METAL PAINTED - 62 1 i YES NO PROVIDE 1'-6" SIDELIGHT. PROVIDE CARD READER AND ELECTRIC STRIKE WITH FAIL SAFE. CHARTER SECURITY TO PROVIDE CONTACT. 109 E109 109 ULTIPURPOSE RN 109 ULTIPURPOSE R C - 3'-0' - " 7 -0 - 1-3/4 " - HOLLOW METAL - PAINTED - - - HOLLOW METAL - PAINTED - - _ 61 _ 1e _ NO _ NO _ PROVIDE 1'-6" SIDELIGHT. REMOVE LEVER AND REPLACE WITH DEADABOLT ON INTERIOR SIDE. WELD SHUT. 0N o �wc=n w N 00 � U 0 0 0 0 0O Q oo a2 o 0 w 04 04 Q N 0 0 LL_ 0 z w w U M w 0 U w 0 Of 0 w CL M M 0 C) J ¢ w o' LL_ 0 w U 1= 0 z w 0 c� 0 o' m w M J ¢ V) U z Q_ w Off U N 0 r z M 0 w z 0 0 w L_ of Lu DOOR HARDWARE HARDWARE SPECIFICATIONS OPERATING HARDWARE WINDOW HEAD (JAMB_ & SILL SIM z SCALE: 3"= 1'-0" IWIAL-Window head -01 BUTT HINGES: 1. CYLINDRICAL LOCKS - SCHLAGE "ND" SERIES LATCHING HARDWARE z 1. IVES 3 KNUCKLE 450T88 SERIES (OR.5 KNUCKLE 5BB1 SERIES) OR 1. IVES COR SERIES OR APPROVED EQUAL, SIZED TO FIT FROM STOP (FOR USE ON INTERIOR DOORS ONLY) o APPROVED EQUAL TO STOP. LEVER DESIGN: "SPARTA z a) PROVIDE FULL LENGTH BRACKET FOR MOUNTING TO ALUMINUM FINISH: #626 SATIN CHROMIUM PLATED (OR APPROVED EQUAL) 2. SIZE: FRAME. a. ND80 - STOREROOM LOCK o b. ND50 - OFFICE LOCK o a) 3-1/2" X 3-1/2" X 0.123 GA FOR 1-3/8" DOORS 2. IF JAMB STOP DOES NOT PERMIT USE OF IVES COR SERIES, c. ND53 -ENTRANCE LOCK b) 4-1/2 X 4-1/2 X 0.134 GA FOR 1-3/4 DOORS TO 36" WIDE SUBSTITUTE IVES CORG SERIES, GRAVITY COORDINATORS. ¢ 4-1 2" X 4-1 2" X 0.180 GA FOR 1-3 4" FOR DOORS KICK PLATES: d. ND40S - BATH PRIVACY LOCK N c ) / / / e. ND10S -PASSAGE LATCH GREATER THAN 36" TO 42" WIDE. 1. ACROVYN, SERIES 4000, COLOR #136 PEARL GRAY OR APPROVED f. ND60 - DOUBLE CYLINDER VESTIBULE LOCK d) 5" X 4-1/2" X 0.190 GA FOR 1 3/4" FOR DOORS GREATER - EQUAL. g. ND70 - CLASSROOM LOCK 0 THAN 42" TO 48" WIDE. 2. SIZE AS FOLLOWS: h. ND75 - DOUBLE CYLINDER CLASSROOM LOCK e) MANUFACTURER'S GUIDELINES FOR ALL OTHER DOOR a) 36"x 2" LESS THAN DOOR WIDTH - SINGLE DOOR i ND80EL/EU - ELECTRIC LOCKSET (FAIL SAFE OR FAIL Z THICKNESSES. b) 36"x 1" LESS THAN DOOR WIDTH - PAIR OF DOORS. SECURE AS REQUIRED o U w 3. QUANTITY: WEATHER STRIPPING: 6. ACCESS CONTROLLED CLOSET DOOR FIXED GLASS. 1-1/2 PAIRS FOR DOORS 60" TO 90" IN HEIGHT AND AN ALUMINUM WINDOW FRAME ADDITIONAL 1/2 PAIR FOR EVERY 30" OR FRACTION 1. ZERO INTERNATIONAL (ZER) OR APPROVED EQUAL- a. 1291ADDMR-Q-B CYL-6KAQ DOOR MOUNT FAIL SECURE Y THEREOF. a) THRESHOLDS - ZER 545 OR AS SHOWN ON SILL DETAILS ELECTRIC DEADBOLT WITH MECHANICAL RELEASE ;!s BACKER ROD & SEALANT AND AS REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS. b. IVES R32 ROLLER LATCH, SATIN CHROME FINISH J 4. MATERIAL: b) HEAD RAIN DRIPS - ZER 142 OR AS SHOWN ON HEAD CONCRETE SLAB a) ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF DETAILS_ AND AS REQUIRED TO SUIT CONDITIONS AT EXTERIOR N FINISH, SEE FINISH PLAN NON-FERROUS MATERIAL AND SHALL HAVE STAINLESS STEEL HINGE DOORS. (OMIT AT DOOR SHELTERED WITH OVERHANGS). N z PINS. c) BOTTOM RAIN DRIPS - ZER 11 OR AS SHOWN ON SILL 0 b) ALL EXTERIOR OUTSWING DOORS SHALL HAVE NON-REMOVEABLE DETAILS AND AS REQUIRED TO SUIT CONDITIONS. (AT `" z w PINS. IN -SWING DOORS). c) ALL FIRE RATED DOORS OR DOORS WITH CLOSING DEVICES SHALLo HAVE BALL BEARING STEEL HINGES. d) DOOR BOTTOMS/SHOES -ZER 8198 OR AS SHOWN ON z SILL DETAILS AND REQUIRED TO SUIT CONDITIONS AT SHIM AS REQUIRED'" OUT -SWINGING EXTERIOR DOORS. ,~- 1. IVES 7000 SERIES. e) DOOR BOTTOMS/SHOES - ZER 381 OR AS SHOWN ON SILL DETAILS AND AS REQUIRED TO SUIT CONDITIONS AT m 2. HIGH STRENGTH FORCED BRONZE OR STAINLESS STEEL TILT -ON IN -SWINGING EXTERIOR DOORS. PRECISION BEARING AND BEARING PIN. f) HEAD AND JAMB SEALS - ZER 8042 (OR AS REQUIRED TO 0 a) BOTTOM AND INTERMEDIATE PIVOTS: ADJUSTABILITY OF MINUS MEET FIRE LABEL RATING AT EXTERIOR DOORS AND FIRE Q WINDOW SILL 1/16", PLUS 1/8". RATED DOORS. (OMIT AT ALUMINUM FRAMES). SCALE: 3"= 1'-0" IWIAL-Windowsill-01 3 CLOSING DEVICES: g) ASTRAGALS - 383 AT NON -RATED WOOD DOORS AND 1. CONCEALED - FLOOR: DORMA BTS 80 SERIES. 383FS AT FIRE RATED WOOD DOORS. (SEE LATCHGUARDS FOR � _ a) HYDRAULICALLY CONTROLLED, CEMENT CASE, MAXIMUM EXTERIOR AND HOLLOW METAL DOORS) GENERAL NOTES HARDWARE GROUP DEGREE DEAD STOP PERMITTED BY TRIM OR ADJACENT STRUCTURE. PROVIDE SPECIAL PINS, FLOOR PANS, AND LATCHGUARDS: z FIXED GLASS. LONGER SPINDLES TO ACCOMMODATE FLOOR AND JAMB 1. IVES LG SERIES OR APPROVED EQUAL FOR SINGLE OUTSWING SEE SHEET AO.1 FOR GENERALPROJECT NOTES SINGE WOOD OR HOLLOW METAL DOOR ui w CONDITIONS. EXTERIOR DOORS. w DOOR FRAME PER SCHEDULE 2. CONCEALED - OVERHEAD: LCN 2030 SERIES OR APPROVED EQUAL. 2. ZER 44SP SERIES ASTRAGAL OR APPROVED EQUAL FOR PAIRS OF 1. ALL HARDWARE SHALL MEET ALL APPLICABLE NATIONAL, STATE AND B1 STANDARD DOOR: 5/8" TYPE 'X' GYP. BD. EACH a) CONCEALED IN TRACK BUMPERS WHERE SCHEDULED. EXTERIOR HOLLOW METAL DOORS WITHOUT PANIC HARDWARE. LOCAL BUILDING CODES. BUTT HINGES 450 T88 Q SIDE OVER METAL STUD. SEE DOOR PER SCHEDULE 3. SURFACE - LCN 1461 SERIES OR APPROVED EQUAL. STOP W1276 CCS } STUD TABLE FOR SIZE AND a) PROVIDE "DS" DESIGNER SERIES COVERS AT ALL DOORS KEYING. 2. REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) FOR SILENCERS m SPACING. 1. ON NEW CONSTRUCTION: PROVIDE SCHLAGE LARGE FORMAT w VISIBLE BY THE PUBLIC (STANDARD COVERS AT MAINTENANCE ADDITIONAL DOOR INFORMATION. CORE CYLINDERS WITH CONSTRUCTION CORES AND ROOMS). A PERMANENT CORE. 3. ALL DOOR FRAMES TO BE FACTORY FINISHED. U.O.N. B2 STANDARD DOOR WITH CLOSER: w 4. .MAX. EFFORT TO OPERATE DOORS: BUTT HINGES 450 T88 2. ON EXISTING WORK: MATCH BUILDING STANDARD OR AS DIRECTED BY a) EXTERIOR DOORS - 5 LBS. OWNER AND ARCHITECT. ELECTRICAL HINGE (WHERE REQ'D) PTH -4Q -DPS (SDC) 4. RATED DOORS SHALL HAVE AUTOMATIC CLOSERS AND COMPLY WITH b) INTERIOR DOORS - 5 LBS. REQUIREMENTS OF ALL GOVERNING CODES AND STANDARDS. STOP W1276 CCS c) FIRE RATED DOORS - 15 LBS. BOLTS: CLOSER 8581 BF 5. A CLOSING DEVICE MUST BE USED ON ALL FIRE -RATED DOORS. 1. MANUAL FLUSH BOLTS: 5. CHARTER SECURITY VENDOR TO PROVIDE DOOR HANDLES FOR DOORS WITH SILENCERS _ a)IVES FB458 OR APPROVED EQUAL CARD READERS. o ` b) LENGHT TO SET AS FOLLOWS: 63 ACCESS CLOSET DOOR: } 1. IVES DOOR STOPS: 1b) BOTTOM BOLTS 12" 6. FIELD VERIFY OPENING WIDTH AND HEIGHT FOR ALL NEW PIVOT SET 178-626 RIXSON Q DOORS IN EXISTING OPENINGS. DOOR PULL SCHWINN C PULL 52836, ADA a) W1276 CCS WALL STOP OR APPROVED EQUAL, TYPICAL U.O.N. 2b) TOP BOLT 12" FOR DOORS TO 84" IN HEIGHT # z b) FS436/R435 DOME FLOOR STOP (SIZE BASE TO FIT) OR 3b) TOP BOLT 12" PLUS AS 1" FOR EVERY ADDITIONAL SATIN NICKEL o APPROVED EQUAL - WHERE WALL STOP WILL NOT WORK. INCH OF DOOR HEIGHT OVER 84" 7. ALL DOOR FRAMES SHALL BE WELDED. ui c) WHERE WALL OR FLOOR STOPS WILL NOT WORK PROVIDE AN INSULATION c) DO NOT USE ANY ROOMS NORMALLY OCCUPIED BY PEOPLE g• ALL HOLLOW METAL FRAMES TO BE WELDED TYPE w WHERE OCCURS OVERHEAD STOP OR SPRING "CRUSH" ARM ON THE CLOSER. 2. AUTOMATIC FLUSH BOLTS UNLESS OTHERWISE NOTED. M It SEE a) IVES F830 OR APPROVED EQUAL FOR HOLLOW METAL DOORS ~o FLOOR PLAN MAGNETIC HOLDERS: b) IVES F840 OR APPROVED EQUAL FOR WOOD DOORS 9. G.C. TO PREPARE DOORS/FRAMES FOR ELEC. STRIKES. z c) AUTOMATIC FLUSH BOLTS MUST BE USED AT ALL PAIRS OR FIRE ALL TO BE FAIL SAFE. Q 1. LCN SEM7800 (24 VDC/VAC) MAGNETIC HOLDER OR APPROVED RATED DOORS. /� EQUAL AT FIRE -RATED AUTOMATIC RELEASE DOORS. 10. ALL DOORS AND FRAMES TO BE PAINTED WITH N INTEGRAL HOLLOW a) PROVIDE EXTENDED ARMATURES AS REQUIRED TO SUIT SEMI -GLOSS PAINT TO MATCH ADJACENT WALL COLOR. o METAL DOOR & WINDOW JAMB CONDITIONS. M 4 M SCALE: 3"= 1'-0" IDRAL-Jamb-03_integral 0 U w Of DOOR TYPES/ PESOT TEMPERED GLAZING - CLEAR GLASS, U.O.N. 5/8" TYPE 'X' . GYP. BD. EACH o SIDE OVER METAL STUD. SEE STUD TABLE FOR SIZE AND 0 SPACING } INSULATION WHERE OCCURS o U z 7" TEMPERED 2 TEMPERED 2 1 a 1 � GLASS - GLASS w 5 � 4 f cr_ CL WOOD FRAME Ld 4 4 5 / ' SIM. ' � 3-5/8" METAL STUD NESTED - r <` , c{. ;�;- SIM. ¢ IN METAL TRACK cc;q, /# WINDOW FILM-����� WINDOW FILM z METAL TRACK SIM.` _ WF -2: CASH -OUT s:fi£r;q#' WF -1: MULTI-PURPOSE N F- 04 DOOR PER SCHEDULE c�~ c) >#' w N SEE SEE SEE 4'-0" z PLAN PLANP PLAN 3 c¢n V) UE )OOR HEADER KIOSK OD © © © AO _5 - a SCALE: 3" = 1'-0" IDRAL-Head-Solid_CoreJ<iosk w V) • w N W O � aD U E E o 0 Wr_ N c� cu J PA i PM: U) DRAWN BY: G > 0 0o m m 0 -a bo U o LL cu o M 3 � ri bD v7 � �0 C ar o�, Ln u coa, o Co o a.. bo PA i PM: U) DRAWN BY: G > � co m Y QWD O LL wCL o C oQ N W PA i PM: U) DRAWN BY: K.F. JOB NO.: MIA18-6041-00 Y r^ VJ J Q g Q w o: W 0 0 IllJ o W U W Q � o' cf) w � Y 0N o �wc=n w N 00 � U 0 0 0 0 0O Q oo a2 o 0 w 04 04 Q N 0 0 PA i PM: R. LETIECQ DRAWN BY: K.F. JOB NO.: MIA18-6041-00 SHEET . A 10 ■ rn 3 O 0 00 N M a U Q E a> 0 U 0 v 0 v CL Q. 0 i v, CD U) M LO, DESIGN CONDITIONS - SANFORD, FL: OUTSIDE: A. SUMMER: 94'F DB / 80'F N3 B. WINTER: 30'F D13 INSIDE: C. SUMMER: 74'F (MAXIMUM) 50% RH. D. WINTER: 70'F (MINIMUM). TEMPERATURE SETTINGS: OCCUPIED COOLING 74' 7:30AM-10:OOPM MONDAY -SATURDAY 8:OOAM - 6:OOPM SUNDAY UNOCCUPIED COOLING 84' 10:OOPM - 7:30AM MONDAY -SATURDAY 6:OOPM - 8:OOAM SUNDAY OCCUPIED HEATING 70' 7:30AM - 10:OOPM MONDAY -SATURDAY 8:OOAM - 6:OOPM SUNDAY UNOCCUPIED HEATING 60' 10:OOPM - 7:30AM MONDAY -SATURDAY 6:OOPM - 8:00AM SUNDAY DAMPER CONTROL DAMPERS FOR OUTDOOR AIR SUPPLY AND EXHAUST SHALL AUTOMATICALLY SHUT WHEN THE SYSTEM OR SPACES SERVED ARE NOT IN USE OR DURING BUILDING WARM-UP, COOL -DOWN, AND SETBACK. OPERATION OF DAMPERS SHALL BE ALLOWED DURING VENTILATION PREPURGE ONE HOUR BEFORE EXPECTED OCCUPANCY AND FOR UNOCCUPIED PERIOD PRE -COOLING DURING THE COOLING SEASON HVAC MAINTENANCE CHECKLIST FOR EXISTING RTU 1. CHEMICALLY CLEAN CONDENSER COILS 2. LUBE ALL BEARINGS AND LINKAGES AS REQUIRED 3. CHECK ALL MOTORS AND DRIVES 4. REPLACE ALL FAN BELTS 5. CHECK OIL LEVELS WHERE POSSIBLE 6. CHECK REFRIGERANT CHARGES 7. VISUALLY INSPECT ALL SYSTEMS FOR REFRIGERANTI O L OR WATER LEAKS 8. CHECK OPERATING PRESSURES AND TEMPERATURES ON COOLING EQUIPMENT 9. CHECK CONTROL SETTINGS 10. CHECK OPERATION OF SAFETY CONTROLS 11. CHECK GENERAL OPERATION OF EQUIPMENT 12. CHECK AIR COOLED CONDENSERS FOR DIRT 13. CHECK ALL SEALS AND PACKING 14. CHECK STARTER CONTACT POINTS 15. CHECK AND TIGHTEN ELECTRICAL CONNECTIONS 16. CHECK OPERATION OF CYLINDER UNLOADERS 17. CHECK SOLENOID AND EXPANSION VALVES FOR CORRECT OPERATION 18. CHECK ALL DAMPERS FOR PROPER POSITION AND OPERATION 19. CALIBRATE CONTROLS AS REQUIRED 20. CHECK VOLTAGE AND AMPERAGE OF MAIN EQUIPMENT 21. CHANGE FILTERS. FILTERS MUST BE PLEATED AND MINIMUM MERV 8 RATING 22. CHECK CONDENSATE DRAINS 23. CHECK LOW AMBIENT CONTROLS AND OPERATIONS 24. CHECK FANS AND BLOWERS FOR PROPER POSITION AND SET SCREW TIGHTNESS 25. INSPECT, REPAIR OR REPLACE OUTDOOR DUCTS AS NEEDED. 26. SEAL ROOF AROUND EXISTING DUCTS. 27. INSPECT AND REPAIR FILTER RACK TO PERMIT REMOVAL OF FILTER WITHOUT SPECIAL TOOLS. H.V.A.C. GENERAL NOTES 1. THIS CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMIT FEES AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION. 2. ALL WORK AND MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES INCLUDING STATE AND LOCAL ADMINISTRATIVE AUTHORITY. 3. ALL CUTTING AND PATCHING OF GENERAL CONSTRUCTION WORK, IF REQUIRED TO SUIT H.V.A.C. WORK, SHALL BE DONE BY THE GENERAL CONTRACTOR. 4. ALL PENETRATIONS OF WALLS, FLOORS AND ROOF SHALL BE DONE BY USE OF SLEEVES MANUFACTURED AND FABRICATED FOR THAT PURPOSE. 5. AS BUILD DRAWINGS SHOWING DIMENSIONS, LOCATIONS OF PIPES, DUCTS AND EQUIPMENT SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, TENANT, AND OWNER. 6. ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED UNDER THIS CONTRACTOR SHALL BE NEW AND GUARANTEED FOR THE PERIOD OF ONE YEAR FROM THE DATE OF BENEFICIAL OCCUPANCY. ALSO, ANY DEFECTS IN MATERIALS AND/OR WORKMANSHIP OCCURRING DURING TIME PERIOD SHALL BE CONTRACTED BY THIS CONTRACTOR AT NO COST TO THE OWNER. THIS CONTRACTOR SHALL CONTACT MANUFACTURER AND PROVIDE (5) FIVE MAINTENANCE MANUALS ON AIR CONDITIONING EQUIPMENT. 7, THE ARCHITECT/ENGINEER SHALL HAVE THE RIGHT TO ACCEPT AND/OR REJECT MATERIALS, EQUIPMENT AND/OR WORKMANSHIP AND SHALL ONLY DETERMINE WHEN THE CONTRACTOR HAS COMPLIED WITH THE REQUIREMENTS. 8, WORKMANSHIP SHALL BE ON THE BEST QUALITY AND ONLY COMPETENT MECHANICS, SKILLED IN THEIR RESPECTED TRADES, SHALL BE EMPLOYED. 9, THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL UNUSED MATERIALS AND DEBRIS RESULTING FROM THE PERFORMANCE OF THIS CONTRACT. 10_ ALL WORK SHALL BE IN ACCORDANCE WITH "SMACNA" AND "ASHRAE" STANDARDS. 11. ALL EQUIPMENT CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND SHOP DRAWINGS. 12. THE TENANT RESERVES THE RIGHT TO ACCEPT AND/OR REJECT ANY OR ALL BIDS. 13. THIS CONTRACTOR MUST BE REGISTERED, HAVE NECESSARY LICENSES, OBTAIN NECESSARY PERMITS AND HAVE CONSENTS REQUIRED BY ALL GOVERNMENTAL AGENCIES TO CARRY OUT THE WORK OF THIS CONTRACT. 14. ALL LOW VOLTAGE WIRING SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR A. WHO SHALL BE DIRECTLY HIRED BY THE GENERAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TERMINATION OF ALL LOW VOLTAGE WIRING TO T -STATS AND K&LTLARk- TRICAL CONTROL AND INTERLOCK WIRING SHALL BE INSTALLED IN 1/2" NOMINAL B. ELECTRIC METALLIC TUBING. ALL LINE VOLTAGE CONTROLS INCLUDING STARTERS, RELAYS, CONTACTORS, START/STOP C. STATIONS, ETC. SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE PROPER VOLTAGES D. AND AMPERE RATINGS REQUIRED FOR ITEMS IN PARAGRAPH "C", LISTED ABOVE, BY COORDINATION WITH THE ELECTRICAL CONTRACTOR. ALL EXPOSED CONTROL COMPONENTS SHALL BE COLORED AS PER ARCHITECT. CONTRACTOR E. SHALL VERIFY IF ANY SPECIAL COLOR REQUIREMENTS WITH THE ARCHITECT AND/OR INTERIOR DECORATOR PRIOR TO ORDERING. 15. H.V.A.C. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL REGISTERS AND DIFFUSERS A. WITH THE FINAL ELECTRICAL LIGHTING LAYOUT AND COORDINATE WITH ELECTRICAL CONTRACTOR IN THE FIELD. COORDINATE ALL WORK UNDER H.V.A.C. CONTRACT WITH WORK OF ALL OTHER TRADES PRIOR B. TO INSTALLATION. ` CONTRACTOR SHALL VERIFY IF ANY SPECIAL COLOR'S AND/OR FINISHES ARE REQUIRED FOR C. AIR INLETS/OUTLETS WITH ARCHITECT AND/OR INTERIOR DECORATOR. PAINTING BY THIS CONTRACTOR. 16. H.V.A.C. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS FOR THE COMPLETE A. INSTALLATIONS OF AN ELECTRONIC AUTOMATIC TEMPERATURE CONTROL SYSTEM. THE SYSTEM SHALL BE COMPLETE IN ALL RESPECTS, INCLUDING THERMOSTATS, AND DAMPERS. ALL H.V.A.C. ROOFTOP UNITS SHALL BE PROVIDED WITH ECONOMIZERS, GRAVITY RELIEF B. DAMPERS, AND ROOF CURBS. 17- THIS CONTRACTOR SHALL FURNISH AND INSTALL SUPPORTS REQUIRED TO INSTALL ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT. 18. FURNISH AND INSTALL FIRE DAMPERS AND ACCESS DOORS AS SHOWN ON FLOOR PLAN AND DETAILS. 19• ROOF OPENINGS SHALL BE DETERMINED FROM APPROVED SHOP DRAWINGS OF ALL ROOFTOP EQUIPMENT. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 20. THIS CONTRACTOR SHALL SUBMIT (6) SIX COPIES OF SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR 'APPROVAL PRIOR TO ORDERING EQUIPMENT OR MATERIALS. SUCH SHOP DRAWINGS SHALL CLEARLY IDENTIFY WHAT IS SUBSTITUTING EQUIPMENT AND CLEARLY IDENTIFY ALL PERTINENT DATA TO SUBSTANTIATE THE EQUALITY OF THE PRODUCT. THIS CONTRACTOR SHALL SUBMIT 1" SCALE DUCTWORK SHOP DRAWINGS TO THE ENGINEER, DUCTWORK SHALL BE FABRICATED FROM APPROVED SHEET METAL SHOP DRAWINGS. 21. THIS CONTRACTOR SHALL PERFORM AIR BALANCE. AIR BALANCE SHALL BE PERFORMED AFTER ELECTRICAL CONTRACTOR COMPLETES POWER WIRING, H.V.A.C. CONTRACTOR SHALL START UNIT AND WILL BALANCE FLOWS FIRST TO VALUE SPECIFIED ON DRAWINGS AND SUBSEQUENTLY RE -ADJUST BALANCE TO ACHIEVE MAXIMUM COMFORT CONDITIONS. 22. THE H.V.A.C. CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND FAMILIARIZED HIMSELF WITH ITS CONDITIONS. HE SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF HIS EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR COMPLETE H.V.A.C. MAY BE FULFILLED. NO EXTRA PAYMENTS WILL BE ALLOWED TO THE H.V.A.C. CONTRACTOR BECAUSE OF UNFAMILIARITY WITH THE SITE CONDITIONS. 23. DUCTWORK SHALL BE NOT SUPPORTED FROM THE ROOF DECK JOIST BRIDGING OR OTHER DUCTS. HANG DUCTS FROM BEAMS, JOISTS OR SUPPLEMENTARY STRUCTURAL MEMBERS PROVIDED BY MECHANICAL CONTRACTOR. 24. A. PROVIDE TURNING VANES AT ALL MITERED ELBOWS. OPPOSED BLADE BALANCING, WITH LOCKING QUADRANTS AT BRANCH DUCTS. VOLUME EXTRACTORS, SPLITTER DAMPERS, AND _ ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. B. PROVIDE 90 DEGREE TURNING VANES PROPERLY SELECTED FOR DUCTWORK SIZE AND AIR FLOW WHEREVER 90 DEGREE TURNS (INSIDE RADIUS EQUAL TO DUCT WIDTH) CANNOT BE ACHIEVED IN THE FIELD. ALSO, PROVIDE OPPOSED BLADE BALANCING WITH LOCKING QUADRANTS AT BRAND DUCTS, VOLUME EXTRACTORS, SPLITTER, DAMPERS AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. C. CONTRACTOR SHALL FURNISH AND INSTALL ALL DAMPERS, LINKAGES, AND ACTUATORS REQUIRED FOR VENTILATION CONTROL SYSTEM. DAMPERS SHALL BE OPPOSED BLADE WITH RUBBER GASKETS. ACTUATORS SHALL BE "BELIMO" NO -LINKAGE TYPE OR "HONEYWELL" WITH LINKAGE. ACTUATOR MOTORS SHALL BE 24 VOLT WITH SPRING RETURN AND MANUAL OVERRIDE FOR EMERGENCY. 25. ALL DUCTWORK CONNECTED TO FAN OR VIBRATING EQUIPMENT SHALL BE FITTED WITH FLEXIBLE CONNECTING WHICH WILL PROVIDE A MINIMUM OF ONE INCH SPACE BETWEEN THE EQUIPMENT AND THE DUCTWORK. FLEXIBLE CONNECTIONS SHALL BE SECURED IN PLACE. 26. FLEXIBLE DUCT SHALL BE ONE AND ONE HALF INCH INSULATED AND SIZE NOTED ON THE DRAWINGS. RUNS SHALL NOT EXCEED SIX FEET, USE STEEL DUCT TO MAKE UP THE DIFFERENCE. 27. A. ALL SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH TWO INCH FIBERGLASS WITH FOIL FACED VAPOR BARRIER. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH ARMAFLEX. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH ARAMAFLEX. B. SUPPLY AND RETURN DUCTS SHALL BE LINED WITH 1" LINER. 20'-0" TO AND FROM ALL AIR HANDLING UNITS INCLUDING ALL INSULATED PORTIONS. 28. CONDENSATE DRAIN PIPING SHALL BE TYPE "I" WITH "P" TRAPS. ALL 90 DEGREE TURNS SHALL BE MADE WITH TEE -WYE FITTINGS CAPPED ON TEE SIDE TO ALLOW FOR CLEANOUT. 29. HVAC CONTRACTOR SHALL PROVIDE & INSTALL DUCT MOUNTED SMOKE DETECTORS (POWERED BY EC) IN DUCT SYSTEMS AS PER CODE. ELECTRICAL CONTRACTOR SHALL WIRE DUCT SMOKE DETECTOR TO SHUT DOWN FAN OF UNIT IT SERVES, AND SHALL ALSO WIRE IT TO THE FIRE ALARM SYSTEM. 30. CONTRACTOR SHALL FURNISH TO TENANT AND PLACE INTO STORAGE FOR TENANT ONE COMPLETE SET OF REPLACEMENT FILTERS AND DRIVE BELTS ALL NEW H.V.A.C. EQUIPMENT ON THIS PROJECT. 31. ALL NEW H.V.A.C. EQUIPMENT, DUCTWORK, PIPING VALVES AND CONTROL COMPONENTS SHALL BE PLACED, LABELED WITH A PERMANENT LAMINATED PLASTIC LABEL. SUBMIT LABELING TO ENGINEER FOR APPROVAL AS A FORMAL SUBMITTAL. 32. CONTRACTOR SHALL INCLUDE IN BID, ALL -FUEL DOUBLE WALL FLUE FROM ALL FUEL BURNING APPLIANCES TO ATMOSPHERE VIA ROOF. CONTRACTOR SHALL OBTAIN PLUMBING DRAWINGS AS APPLICABLE FOR LOCATIONS OF ALL SUCH EQUIPMENT. 33. CONTRACTOR SHALL INSTALL ALL EQUIPMENT TO MAINTAIN A 10' SEPARATION BETWEEN AIR INTAKES AND BUILDING EXHAUSTS. 34. CONTRACTOR SHALL INSTALL ROOFTOP EQUIPMENT A MINIMUM OF 10 FEET_ FROM ANY EDGE WITH A DROP OF MORE THAN 2 FEET. WHERE SUCH INSTALLATION IS NOT POSSIBLE CONTRACTOR SHALL PROVIDE A 30" HIGH SAFETY RAIL. 35. ALL NEW DUCTWORK, PIPING, AND H.V.A.C. EQUIPMENT SHALL BE INSTALLED, CONCEALED FROM VIEW FROM FLOOR, UNLESS SPECIFIED TO BE EXPOSED. SERVER PACKAGED ROOFTOP UNIT SCHEDULE SCHEDULE SYMBOL TYPE REQUIRED OUTSIDE AIR VENTILATION RATES (ASHRAE 62-1) REFRIGERANT ELECTRICAL MANUFACTURERS INDOOR FAN EQUIP. COOLING HEATING ELECTRICAL ELECTRICAL SERVICE OPERATING REMARKS EQUIP. TAG MANUFACTURER & AREA SERVED LOCATION - -� - - - II I ( 67 SEE PLANS (cfu) FC ❑.c.) (rpn)❑ TAG & MODEL WEIGHT REMARKS SEER CFM -HI TYPE NET AREA CODE MOCP WEIGHT (Ibq Occupant PEOPLE ELECTRIC Vbz Ez Vdz Vpz Vpsd MODEL Zd Xs (LBS) vat Vot 80W /1.14A 115/1/60 DAIKIN RKN18NMVJU SUPPLY AIR OUTSIDE ESP (in Density NOMINAL NOMINAL SENSIBLE 11 15 HEATER HEATING CU -1 - R41 OA 1/2 1/4 208/1/60 1,2,3,4,5,9,12 / MITSUBISHI PUY-A18NKA7 18.0 (CFM) AIR (CFM) H20) BHP CAPACITY TOTAL (MBH) (MBH) EER JEER RATING OUTPUT V/ph/H❑ MCA MOCP - Outdoor Outdoor CONTRACTOR OCCUPANCY CUBIC FEET PER MINUTE DET. DETAIL DISC. 27 EF (TONS) (E) EXISTING E.S.P. EXTERNAL STATIC PRESSURE FD (MBH) 1/2 1/4 - - intake flow per RTU TRANE CATEGORY AREA OUTDOOR BASED ON 425 #" Per ASHRAE OUTDOOR BASED ON Total OA Zone air OUTSIDE AIR OBD System Uncorrected QA fraction System System ASHRAE design TEMP. THC102F3RCA SALES FLOOR ROOF Floor area 3060 420 1.00 1.36 8.5 96.81 74.80 12.5 14.7 18EW 61.47 208/3/60 57.5 60 1400 1-13,17 RTU (E) YORK DM048C00N2KAAIA BOH & OFFICES ROOF CFM 1440 165 0.5 - 4.0 48.0 36.0 - - (5.6FM FIELD (19.1) FIELD 208/3/60 (26) FIELD (35) FIELD 800 14,15,16 \1_/ Az Ra - Rp W C0 W VERIFY VERIFY zone airflow VERIFY VERIFY 1. COOLING ONLY PACKAGED ROOFTOP UNIT. DOWNFLOW 6. PROVIDE CONDENSATE DRAIN. SEE PLUMBING PLANS FOR 12. PROVIDE DEHUMIDICATION/HOT GAS REHEAT.. 17. CORROSION PROTECTION COATINGS. f Y., 212 Y. DISCHARGE CONFIGURATION WITH CONDENSER COIL HAIL GUARD. t , 27 � �. -_, -' ROUTING. 7.5 = ; f 2025 _ ;-: -- �:� 415.:"- 0.8 3060 ='�- 306a � 13. PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT TO SHUTDOWN 4._ .:.0.136 � nz=0136 `�` NOTE: 2. ON NEW 14" ROOF CURB. 7. PROVIDE PROPER CLEARANCE FOR UNIT MAINTENANCE. UNIT UPON SMOKE DETECTION. = 212.4. _�,, + .. ; ..,,_ 27 _.._., �, _: 1` . _..:202.5 . � _ �--.414.9 -� ;_ 00 AMERICAN STANDARD IS AN 3. PROVIDE MERV-8 FILTERS. REPLACE FILTERS AFTER 8. WALL -MOUNT PROGRAMMABLE THERMOSTAT & HUMIDISTAT. 14. EXISTING ROOFTOP UNIT. PERFORM MAINTENANCE CHECKLIST. ACCEPTABLE ALTERNATE BRAND OF CONSTRUCTION PRIOR TO FINAL. Multi -Purpose rp Retail s5 a.a6 .. 5_.��-. . _.: __ ,,, 2_.f_�s 9. PROVIDE WALL -MOUNT TEMPERATURE & HUMIDITY SENSOR. 15. NEW WALL -MOUNT PROGRAMMABLE THERMOSTAT. _ �- � 20=`_�.. 0.8 EQUIPMENT. PLEASE SUBMIT TO 4. FACTORY MOUNTED UNPOWERED CONVENIENCE OUTLET. - .`3- z=,- 25a.,3 � ;. 20. �_-. ¥ - >. °(i_081 . _ �,��Q.08 r.� ..:`':U_999¢�� _ Q ENGINEER FOR REVIEW. Toilet Rooms 10. PROVIDE ELECTRIC HEAT OPTION. 16. FIELD VERIFY IF THERE IS ELECTRIC HEAT INSTALLED ON EXISTING + - 0 0 5. FACTORY MOUNTED DISCONNECT SWITCH. _-Q , ROOFTOP UNIT. PROVIDE 61W DUCT HEATER IF NOT PRESENT. D N N t� 11. PROVIDE LOW -LEAK ENTHALPY ECONOMIZER WITH POWER Hallway Hal pp EXHAUST. .v_ 20. THIS CONTRACTOR SHALL SUBMIT (6) SIX COPIES OF SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR 'APPROVAL PRIOR TO ORDERING EQUIPMENT OR MATERIALS. SUCH SHOP DRAWINGS SHALL CLEARLY IDENTIFY WHAT IS SUBSTITUTING EQUIPMENT AND CLEARLY IDENTIFY ALL PERTINENT DATA TO SUBSTANTIATE THE EQUALITY OF THE PRODUCT. THIS CONTRACTOR SHALL SUBMIT 1" SCALE DUCTWORK SHOP DRAWINGS TO THE ENGINEER, DUCTWORK SHALL BE FABRICATED FROM APPROVED SHEET METAL SHOP DRAWINGS. 21. THIS CONTRACTOR SHALL PERFORM AIR BALANCE. AIR BALANCE SHALL BE PERFORMED AFTER ELECTRICAL CONTRACTOR COMPLETES POWER WIRING, H.V.A.C. CONTRACTOR SHALL START UNIT AND WILL BALANCE FLOWS FIRST TO VALUE SPECIFIED ON DRAWINGS AND SUBSEQUENTLY RE -ADJUST BALANCE TO ACHIEVE MAXIMUM COMFORT CONDITIONS. 22. THE H.V.A.C. CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND FAMILIARIZED HIMSELF WITH ITS CONDITIONS. HE SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF HIS EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR COMPLETE H.V.A.C. MAY BE FULFILLED. NO EXTRA PAYMENTS WILL BE ALLOWED TO THE H.V.A.C. CONTRACTOR BECAUSE OF UNFAMILIARITY WITH THE SITE CONDITIONS. 23. DUCTWORK SHALL BE NOT SUPPORTED FROM THE ROOF DECK JOIST BRIDGING OR OTHER DUCTS. HANG DUCTS FROM BEAMS, JOISTS OR SUPPLEMENTARY STRUCTURAL MEMBERS PROVIDED BY MECHANICAL CONTRACTOR. 24. A. PROVIDE TURNING VANES AT ALL MITERED ELBOWS. OPPOSED BLADE BALANCING, WITH LOCKING QUADRANTS AT BRANCH DUCTS. VOLUME EXTRACTORS, SPLITTER DAMPERS, AND _ ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. B. PROVIDE 90 DEGREE TURNING VANES PROPERLY SELECTED FOR DUCTWORK SIZE AND AIR FLOW WHEREVER 90 DEGREE TURNS (INSIDE RADIUS EQUAL TO DUCT WIDTH) CANNOT BE ACHIEVED IN THE FIELD. ALSO, PROVIDE OPPOSED BLADE BALANCING WITH LOCKING QUADRANTS AT BRAND DUCTS, VOLUME EXTRACTORS, SPLITTER, DAMPERS AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. C. CONTRACTOR SHALL FURNISH AND INSTALL ALL DAMPERS, LINKAGES, AND ACTUATORS REQUIRED FOR VENTILATION CONTROL SYSTEM. DAMPERS SHALL BE OPPOSED BLADE WITH RUBBER GASKETS. ACTUATORS SHALL BE "BELIMO" NO -LINKAGE TYPE OR "HONEYWELL" WITH LINKAGE. ACTUATOR MOTORS SHALL BE 24 VOLT WITH SPRING RETURN AND MANUAL OVERRIDE FOR EMERGENCY. 25. ALL DUCTWORK CONNECTED TO FAN OR VIBRATING EQUIPMENT SHALL BE FITTED WITH FLEXIBLE CONNECTING WHICH WILL PROVIDE A MINIMUM OF ONE INCH SPACE BETWEEN THE EQUIPMENT AND THE DUCTWORK. FLEXIBLE CONNECTIONS SHALL BE SECURED IN PLACE. 26. FLEXIBLE DUCT SHALL BE ONE AND ONE HALF INCH INSULATED AND SIZE NOTED ON THE DRAWINGS. RUNS SHALL NOT EXCEED SIX FEET, USE STEEL DUCT TO MAKE UP THE DIFFERENCE. 27. A. ALL SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH TWO INCH FIBERGLASS WITH FOIL FACED VAPOR BARRIER. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH ARMAFLEX. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH ARAMAFLEX. B. SUPPLY AND RETURN DUCTS SHALL BE LINED WITH 1" LINER. 20'-0" TO AND FROM ALL AIR HANDLING UNITS INCLUDING ALL INSULATED PORTIONS. 28. CONDENSATE DRAIN PIPING SHALL BE TYPE "I" WITH "P" TRAPS. ALL 90 DEGREE TURNS SHALL BE MADE WITH TEE -WYE FITTINGS CAPPED ON TEE SIDE TO ALLOW FOR CLEANOUT. 29. HVAC CONTRACTOR SHALL PROVIDE & INSTALL DUCT MOUNTED SMOKE DETECTORS (POWERED BY EC) IN DUCT SYSTEMS AS PER CODE. ELECTRICAL CONTRACTOR SHALL WIRE DUCT SMOKE DETECTOR TO SHUT DOWN FAN OF UNIT IT SERVES, AND SHALL ALSO WIRE IT TO THE FIRE ALARM SYSTEM. 30. CONTRACTOR SHALL FURNISH TO TENANT AND PLACE INTO STORAGE FOR TENANT ONE COMPLETE SET OF REPLACEMENT FILTERS AND DRIVE BELTS ALL NEW H.V.A.C. EQUIPMENT ON THIS PROJECT. 31. ALL NEW H.V.A.C. EQUIPMENT, DUCTWORK, PIPING VALVES AND CONTROL COMPONENTS SHALL BE PLACED, LABELED WITH A PERMANENT LAMINATED PLASTIC LABEL. SUBMIT LABELING TO ENGINEER FOR APPROVAL AS A FORMAL SUBMITTAL. 32. CONTRACTOR SHALL INCLUDE IN BID, ALL -FUEL DOUBLE WALL FLUE FROM ALL FUEL BURNING APPLIANCES TO ATMOSPHERE VIA ROOF. CONTRACTOR SHALL OBTAIN PLUMBING DRAWINGS AS APPLICABLE FOR LOCATIONS OF ALL SUCH EQUIPMENT. 33. CONTRACTOR SHALL INSTALL ALL EQUIPMENT TO MAINTAIN A 10' SEPARATION BETWEEN AIR INTAKES AND BUILDING EXHAUSTS. 34. CONTRACTOR SHALL INSTALL ROOFTOP EQUIPMENT A MINIMUM OF 10 FEET_ FROM ANY EDGE WITH A DROP OF MORE THAN 2 FEET. WHERE SUCH INSTALLATION IS NOT POSSIBLE CONTRACTOR SHALL PROVIDE A 30" HIGH SAFETY RAIL. 35. ALL NEW DUCTWORK, PIPING, AND H.V.A.C. EQUIPMENT SHALL BE INSTALLED, CONCEALED FROM VIEW FROM FLOOR, UNLESS SPECIFIED TO BE EXPOSED. SERVER ROOM SPLIT SYSTEM SCHEDULE SYMBOL TYPE REQUIRED OUTSIDE AIR VENTILATION RATES (ASHRAE 62-1) REFRIGERANT ELECTRICAL MANUFACTURERS LOCATION EQUIP. MANUFACTURER Charter Spectrum - Sanford, FL MOTOR ELECTRICAL SERVICE OPERATING REMARKS OPERATING REMARKS SD -1 SUPPLY DIFFUSER - -� - - - II I ( 67 SEE PLANS (cfu) FC ❑.c.) (rpn)❑ TAG & MODEL & MODEL MBH SEER CFM -HI TYPE NET AREA CODE MOCP WEIGHT (Ibq Occupant PEOPLE COD Vbz Ez Vdz Vpz Vpsd Vou Zd Xs Ev vat Vot 80W /1.14A 115/1/60 DAIKIN RKN18NMVJU / REQ'D 15 12"x12" Density SURFACE REQ'D 2. FLEXIBLE CONNECTION & ISOLATORS 11 15 100 DOOR UNDERCUT (3/4" MINIMUM) CU -1 - R41 OA 1/2 1/4 208/1/60 1,2,3,4,5,9,12 / MITSUBISHI PUY-A18NKA7 18.0 18.5 9.5 15 90 AFS 4) PROVIDE RAPID FRAME MOUNT IN HARD LID CEILING AREAS. BDD BACK DRAFT DAMPER CB 5) HEATING AND COOLING OPERATION. CLG. CEILING DAIKIN FTKN18NMVJU / 17.1 Outdoor Outdoor CONTRACTOR OCCUPANCY CUBIC FEET PER MINUTE DET. DETAIL DISC. 27 EF FC -1 (E) EXISTING E.S.P. EXTERNAL STATIC PRESSURE FD :R410A 1/2 1/4 - - intake flow per intake flow ZONE & AREA CATEGORY AREA OUTDOOR BASED ON 425 #" Per ASHRAE OUTDOOR BASED ON Total OA Zone air OUTSIDE AIR OBD System Uncorrected QA fraction System System ASHRAE design TEMP. TEMPERATURE TYP. Air Rate Ra Floor area UNLESS OTHERWISE NOTED . People Standard Air Rate Rp people Required by distribution Supply Supply primary outdoor air required average ventilation Standard (CFM) 2. NEMA 3R DISCONNECT SWITCH. THERMOSTAT AT MIN 48" AFF. MO.4 CFMISF CFM MECHANICAL PLANS 11. PROVIDE SUPPLEMENTAL DRAIN PAN WITH LEAK 62.1 CFM/Person CFM code (CFM) effectiveness (CFM) (CFM) airflow intake of minimum outdoor efficiency 62.1 Az Ra Pz Rp W C0 W (CFM) zone airflow air fraction Sales Area - Retalt 1 0 77 -0.12 f Y., 212 Y. + t , 27 � �. -_, -' 15 7.5 = ; f 2025 _ ;-: -- �:� 415.:"- 0.8 3060 ='�- 306a � '; 60 `�' _ '` 30 ., - _ . 1 � ;' , . _, 4 5 s � .. 4._ .:.0.136 � nz=0136 `�` 1 ;415 Q RTU -1 Subtotal . �; t770 � 3-. = 212.4. _�,, + .. ; ..,,_ 27 _.._., �, _: 1` . _..:202.5 . � _ �--.414.9 -� ;_ 00 a- = ` 3060 =. fi � , ti �_ -v.415 d;�.:a,-= 420 Multi -Purpose rp Retail s5 a.a6 .. 5_.��-. . _.: __ ,,, 2_.f_�s 15 7.5 y15 _ _ �- � 20=`_�.. 0.8 25a _ ___ 250..= - .`3- z=,- 25a.,3 � ;. 20. �_-. ¥ - >. °(i_081 . _ �,��Q.08 r.� ..:`':U_999¢�� _ Q Restrooms Toilet Rooms 116 0 `0 + - 0 0 50 _-Q , C D N N t� 0 Hallway Hal pp .v_ .: 0.8 100 0.03 0.03 1 3Hal _.... :, Break Area Retail 197 0.12 - . � 24 _�_ + } _: ,� 4 10 _ 50 7.5 . �::75 _ . _:;. �� 99 =_v_, _ 0.8 240 �.$_ 240 �-u -«r- 24a = � , _:� . 99 �=; _ z 0.411:._., a �s:. 0.413 �;� _ �,fi:1.002 �=s �: 99 .Y=. Cash Out Office Space pa 120 0.06 <- . ��_ 7_ .. _ + , . = _?.._� . .,_ . 2 E _ �.._ 10 5.0 , . _> 10 ,; ,. t... 0.8 275 _., - ._. _ _. ,Vr <,_� 275... t , . __ . _ _, ,w x-275 . ,. .. ,,, - _ s., 4. An,.. _, _ x -,. _ 17 ._., _. �. ,� � ... _�. � -_ a_t)fi3__ , .. � . ,. - ,.. �r�-_O.I162.�_._ _ _.. _a._ ,,. � �,vE . � . ..0.999..:.. _r�„, .r18.��__.x-- Storage Storage 9 55 ; _E + 5.0 r_._ 0 3 = 0.8 75 � 75 � 75 Y 3 , . - 0.044-_- _-0.04,,-- fl a4 BOH Stora e g 325 0.06 ,,.. 2a + _-44 0 0 5.0 :.� Q . ...� __.� . 2a z=� G.8 a.8 .450 9,� 450 :=�. �. �� 450 .< � 20 � � .= a 0441= .0.044--' � ,. v 1 _ . E,�� , ._ � r2Q RTU -2 Subtotal x.948 =K,- r .61:74 .�,.. + =. ,, _ _.: _14 - z��,�- � �_:-:100 �_�- , _ ,. _ .u.,> 7fi9.74 Y �-_. 3,<_ , � - 1440--1 s �. - ..�=�1fi5 �=y:�.-�. 165 20. THIS CONTRACTOR SHALL SUBMIT (6) SIX COPIES OF SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR 'APPROVAL PRIOR TO ORDERING EQUIPMENT OR MATERIALS. SUCH SHOP DRAWINGS SHALL CLEARLY IDENTIFY WHAT IS SUBSTITUTING EQUIPMENT AND CLEARLY IDENTIFY ALL PERTINENT DATA TO SUBSTANTIATE THE EQUALITY OF THE PRODUCT. THIS CONTRACTOR SHALL SUBMIT 1" SCALE DUCTWORK SHOP DRAWINGS TO THE ENGINEER, DUCTWORK SHALL BE FABRICATED FROM APPROVED SHEET METAL SHOP DRAWINGS. 21. THIS CONTRACTOR SHALL PERFORM AIR BALANCE. AIR BALANCE SHALL BE PERFORMED AFTER ELECTRICAL CONTRACTOR COMPLETES POWER WIRING, H.V.A.C. CONTRACTOR SHALL START UNIT AND WILL BALANCE FLOWS FIRST TO VALUE SPECIFIED ON DRAWINGS AND SUBSEQUENTLY RE -ADJUST BALANCE TO ACHIEVE MAXIMUM COMFORT CONDITIONS. 22. THE H.V.A.C. CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND FAMILIARIZED HIMSELF WITH ITS CONDITIONS. HE SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF HIS EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR COMPLETE H.V.A.C. MAY BE FULFILLED. NO EXTRA PAYMENTS WILL BE ALLOWED TO THE H.V.A.C. CONTRACTOR BECAUSE OF UNFAMILIARITY WITH THE SITE CONDITIONS. 23. DUCTWORK SHALL BE NOT SUPPORTED FROM THE ROOF DECK JOIST BRIDGING OR OTHER DUCTS. HANG DUCTS FROM BEAMS, JOISTS OR SUPPLEMENTARY STRUCTURAL MEMBERS PROVIDED BY MECHANICAL CONTRACTOR. 24. A. PROVIDE TURNING VANES AT ALL MITERED ELBOWS. OPPOSED BLADE BALANCING, WITH LOCKING QUADRANTS AT BRANCH DUCTS. VOLUME EXTRACTORS, SPLITTER DAMPERS, AND _ ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. B. PROVIDE 90 DEGREE TURNING VANES PROPERLY SELECTED FOR DUCTWORK SIZE AND AIR FLOW WHEREVER 90 DEGREE TURNS (INSIDE RADIUS EQUAL TO DUCT WIDTH) CANNOT BE ACHIEVED IN THE FIELD. ALSO, PROVIDE OPPOSED BLADE BALANCING WITH LOCKING QUADRANTS AT BRAND DUCTS, VOLUME EXTRACTORS, SPLITTER, DAMPERS AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. C. CONTRACTOR SHALL FURNISH AND INSTALL ALL DAMPERS, LINKAGES, AND ACTUATORS REQUIRED FOR VENTILATION CONTROL SYSTEM. DAMPERS SHALL BE OPPOSED BLADE WITH RUBBER GASKETS. ACTUATORS SHALL BE "BELIMO" NO -LINKAGE TYPE OR "HONEYWELL" WITH LINKAGE. ACTUATOR MOTORS SHALL BE 24 VOLT WITH SPRING RETURN AND MANUAL OVERRIDE FOR EMERGENCY. 25. ALL DUCTWORK CONNECTED TO FAN OR VIBRATING EQUIPMENT SHALL BE FITTED WITH FLEXIBLE CONNECTING WHICH WILL PROVIDE A MINIMUM OF ONE INCH SPACE BETWEEN THE EQUIPMENT AND THE DUCTWORK. FLEXIBLE CONNECTIONS SHALL BE SECURED IN PLACE. 26. FLEXIBLE DUCT SHALL BE ONE AND ONE HALF INCH INSULATED AND SIZE NOTED ON THE DRAWINGS. RUNS SHALL NOT EXCEED SIX FEET, USE STEEL DUCT TO MAKE UP THE DIFFERENCE. 27. A. ALL SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH TWO INCH FIBERGLASS WITH FOIL FACED VAPOR BARRIER. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH ARMAFLEX. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH ARAMAFLEX. B. SUPPLY AND RETURN DUCTS SHALL BE LINED WITH 1" LINER. 20'-0" TO AND FROM ALL AIR HANDLING UNITS INCLUDING ALL INSULATED PORTIONS. 28. CONDENSATE DRAIN PIPING SHALL BE TYPE "I" WITH "P" TRAPS. ALL 90 DEGREE TURNS SHALL BE MADE WITH TEE -WYE FITTINGS CAPPED ON TEE SIDE TO ALLOW FOR CLEANOUT. 29. HVAC CONTRACTOR SHALL PROVIDE & INSTALL DUCT MOUNTED SMOKE DETECTORS (POWERED BY EC) IN DUCT SYSTEMS AS PER CODE. ELECTRICAL CONTRACTOR SHALL WIRE DUCT SMOKE DETECTOR TO SHUT DOWN FAN OF UNIT IT SERVES, AND SHALL ALSO WIRE IT TO THE FIRE ALARM SYSTEM. 30. CONTRACTOR SHALL FURNISH TO TENANT AND PLACE INTO STORAGE FOR TENANT ONE COMPLETE SET OF REPLACEMENT FILTERS AND DRIVE BELTS ALL NEW H.V.A.C. EQUIPMENT ON THIS PROJECT. 31. ALL NEW H.V.A.C. EQUIPMENT, DUCTWORK, PIPING VALVES AND CONTROL COMPONENTS SHALL BE PLACED, LABELED WITH A PERMANENT LAMINATED PLASTIC LABEL. SUBMIT LABELING TO ENGINEER FOR APPROVAL AS A FORMAL SUBMITTAL. 32. CONTRACTOR SHALL INCLUDE IN BID, ALL -FUEL DOUBLE WALL FLUE FROM ALL FUEL BURNING APPLIANCES TO ATMOSPHERE VIA ROOF. CONTRACTOR SHALL OBTAIN PLUMBING DRAWINGS AS APPLICABLE FOR LOCATIONS OF ALL SUCH EQUIPMENT. 33. CONTRACTOR SHALL INSTALL ALL EQUIPMENT TO MAINTAIN A 10' SEPARATION BETWEEN AIR INTAKES AND BUILDING EXHAUSTS. 34. CONTRACTOR SHALL INSTALL ROOFTOP EQUIPMENT A MINIMUM OF 10 FEET_ FROM ANY EDGE WITH A DROP OF MORE THAN 2 FEET. WHERE SUCH INSTALLATION IS NOT POSSIBLE CONTRACTOR SHALL PROVIDE A 30" HIGH SAFETY RAIL. 35. ALL NEW DUCTWORK, PIPING, AND H.V.A.C. EQUIPMENT SHALL BE INSTALLED, CONCEALED FROM VIEW FROM FLOOR, UNLESS SPECIFIED TO BE EXPOSED. AIR SERVER ROOM SPLIT SYSTEM SCHEDULE SYMBOL TYPE EQUIP. TAG COOLING CAPACITY REFRIGERANT ELECTRICAL MANUFACTURERS LOCATION EQUIP. MANUFACTURER ALTERNATIVE MANUFACTURER MOTOR ELECTRICAL SERVICE OPERATING REMARKS OPERATING REMARKS SD -1 SUPPLY DIFFUSER - -� - - - II I ( 67 SEE PLANS (cfu) FC ❑.c.) (rpn)❑ TAG & MODEL & MODEL MBH SEER CFM -HI TYPE PIPE SIZE V/ph/H❑ MCA MOCP WEIGHT (Ibq 814 GAS LIQUID 15 1,2,3,4,5 EF -2 GREENHECK SP -6110 RG -1 UNISEX BATHROOM CEILING 75 24"x24" 0.5 801 80W /1.14A 115/1/60 DAIKIN RKN18NMVJU / 17.1 15 12"x12" DIA. SURFACE TITUS PAR T 2. FLEXIBLE CONNECTION & ISOLATORS 11 15 100 DOOR UNDERCUT (3/4" MINIMUM) CU -1 - R41 OA 1/2 1/4 208/1/60 1,2,3,4,5,9,12 / MITSUBISHI PUY-A18NKA7 18.0 18.5 9.5 15 90 AFS 4) PROVIDE RAPID FRAME MOUNT IN HARD LID CEILING AREAS. BDD BACK DRAFT DAMPER CB 5) HEATING AND COOLING OPERATION. CLG. CEILING DAIKIN FTKN18NMVJU / 17.1 15 713 CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. 27 EF FC -1 (E) EXISTING E.S.P. EXTERNAL STATIC PRESSURE FD :R410A 1/2 1/4 - - - HEATING, VENTILATING, AND AIR CONDITIONING 6,7,8,10,11 / MITSUBISHI 18.0 18.5 425 29 MAXIMUM OVERCURRENT PROTECTION (N) NEW OA/OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER PH PHASE SIS PKA A18HA7 SENS. SENSIBLE TEMP. TEMPERATURE TYP. TYPICAL LION UNLESS OTHERWISE NOTED . V VOLTS 1. ROOF MOUNTED OUTDOOR AIR CONDENSING_ UNIT 6. WALL MOUNT INDOOR UNIT. 10. INDOOR UNITS RECEIVE POWER FROM OUTDOOR DEMAND CONTROLLED VENTILATION CAPABLE OF LOW AMBIENT OPERATION. DWG NO. UNIT THROUGH FIELD SUPPLIED INTERCONNECTE MO.1 - 7. WALL MOUNT PROGRAMMABLE ELECTRIC WIRING. 2. NEMA 3R DISCONNECT SWITCH. THERMOSTAT AT MIN 48" AFF. MO.4 MECHANICAL COMPLIANCE M2.1 MECHANICAL PLANS 11. PROVIDE SUPPLEMENTAL DRAIN PAN WITH LEAK 3. MOUNT ON PATE RAIL. 8. FACTORY PROVIDED FILTER. DETECTOR. 4. SUCTION LINE FILTER, SHUT-OFF VALVE, FROSTAT, FILTER 9. PROVIDE TXV FLOW CONTROL, SOLENOID VALVE, FAN DELAY 12. FACTORY PROVIDED WIND BAFFLE FOR LOW DRYER, ACCESS PORT, MOISTURE AND LIQUID INDICATOR RELAY, & EVAPORATOR DEFROST CONTROL. AMBIENT OPERATION. 5. PROVIDE HARD START KIT. AIR DISTRIBUTION EXHAUST FAN SCHEDULE SYMBOL TYPE EQUIP. TAG MANUFACTURER & FACE SIZE SERVICE MANUFACTURERS LOCATION AIR FLOW TOTAL STATIC PRESSURE (i0 FAN SPEED MOTOR ELECTRICAL SERVICE OPERATING REMARKS MODEL # MODEL SD -1 SUPPLY DIFFUSER - -� - - - II I ( 67 SEE PLANS (cfu) FC ❑.c.) (rpn)❑ SIZE (V/ph/Hi) WEIGHT (Ibq (L) EF -1 GREENHECK SP -B150 SINGLE LINE DUCT BRANCH TAKE -OFF UNISEX BATHROOM CEILING 100 SD -3 0.5 814 128W /1.7A 115/1/60 15 1,2,3,4,5 EF -2 GREENHECK SP -6110 RG -1 UNISEX BATHROOM CEILING 75 24"x24" 0.5 801 80W /1.14A 115/1/60 15 1,2,3,4,5 1. CEILING EXHAUST FAN WITH FACTORY GRILLE 4. SPEED CONTROLLER 12"x12" DIA. SURFACE TITUS PAR T 2. FLEXIBLE CONNECTION & ISOLATORS NOTES: 5. INTERLOCK WITH LIGHT SWITCH. UC DOOR UNDERCUT (3/4" MINIMUM) U 1) OFF-WHITE FINISH, COORDINATE WITH ARCHITECT. 3. BACKDRAFT DAMPER M O 2) 4 -WAY PATTERN. E O FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. AIR DISTRIBUTION SCHEDULE G SYMBOL TYPE NECK SIZE FACE SIZE BORDER TYPE MANUFACTURERS CD/SR CEILING DIFFUSER/SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) (4 -WAY TYPICAL IF NO ARROWS) J ® --+�- RR/RG RETURN REGISTER/GRILLE MODEL # -+- SD -1 SUPPLY DIFFUSER - -� - - - II I ( 67 SEE PLANS 24"x24" FC LAY IN TITUS PCS 1-3 SD -2 SUPPLY DIFFUSER (L) SEE PLANS 12"x12" SINGLE LINE DUCT BRANCH TAKE -OFF SURFACE TITUS PCS 1-4 SD -3 SUPPLY VAV DIFFUSER T -STAT SEE PLANS 24"x24" �to bo - O 4 CU LAY IN ACUTHERM TF 1-3,5 RG -1 RETURN GRILLE FD SEE PLANS 24"x24" FSD LAY IN TITUS PAR 1,3 RG -2 RETURN GRILLE CD SEE PLANS 12"x12" DIA. SURFACE TITUS PAR T 1,3,4 NOTES: -UC- UC DOOR UNDERCUT (3/4" MINIMUM) U 1) OFF-WHITE FINISH, COORDINATE WITH ARCHITECT. POINT OF CONNECTION M O 2) 4 -WAY PATTERN. E O FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. FURNISHED BY MECHANICAL CONTRACTOR AND M INSTALLED BY ELECTRICAL CONTRACTOR. C OR. 3) MANUAL VOLUME DAMPER. AC MECHANICAL EQUIPMENT DESIGNATION 1 DESIGNATED NUMBER A/C, AC AIR CONDITIONING AFS 4) PROVIDE RAPID FRAME MOUNT IN HARD LID CEILING AREAS. BDD BACK DRAFT DAMPER CB 5) HEATING AND COOLING OPERATION. CLG. CEILING CONN. LEGEND SYMBOL & ABBREVIATION DESCRIPTION G SA/SUP SUPPLY AIR (RISEIDROP) RA/RET EA/EXH RETURN AIR DUCT (RISE/DROP) EXHAUST AIR DUCT (RISE/DROP) � - ®- CD/SR CEILING DIFFUSER/SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) (4 -WAY TYPICAL IF NO ARROWS) J ® --+�- RR/RG RETURN REGISTER/GRILLE ® -+- ER/EG EXHAUST REGISTER/GRILLE - -� - - - II I ( 67 RECTANGULAR DUCT ELBOW WITH TURNING VANES FC FLEXIBLE CONNECTION MVD MANUAL VOLUME DAMPER FD FIRE DAMPER (L) DUCT LINING (1" THICK UNLESS OTHERWISE NOTED) N SINGLE LINE DUCT BRANCH TAKE -OFF DUCT TRANSITION (RECTANGULAR TO ROUND) FLEX FLEXIBLE DUCT T T -STAT PROGRAMABLE THERMOSTAT S �to bo - O 4 CU TEMPERATURE SENSOR - SD SD DUCT SMOKE DETECTOR FD FIRE DAMPER FS FSD COMBINATION FIRE/SMOKE DAMPER ZD ZONE DAMPER -CD- CD CONDENSATE DRAIN 0 DIA. DIAMETER - DL- DL DOOR LOWER -UC- UC DOOR UNDERCUT (3/4" MINIMUM) U POC POINT OF CONNECTION M O FURNISHED AND Y INSTALLED S B MECHANICAL CONTRACTOR. E O FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. FURNISHED BY MECHANICAL CONTRACTOR AND M INSTALLED BY ELECTRICAL CONTRACTOR. C OR. SD -1 SD -SUPPLY DIFF - USER RD RETURN ER DIFFU -EX S E HAUS TJ 100 AIR QUANTITY IN CFM AC MECHANICAL EQUIPMENT DESIGNATION 1 DESIGNATED NUMBER A/C, AC AIR CONDITIONING AFS AIR FLOW SENSOR BDD BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CEILING CONN. CONNECT/CONNECTION CONT. CONTINUATION CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. DISCONNECT EF EXHAUST FAN (E) EXISTING E.S.P. EXTERNAL STATIC PRESSURE FD FIRE DAMPER GA. GAGEIGAUGE _ GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MCA MINIMUM CIRCUIT AMPACITY MFR. MANUFACTURER MECH. MECHANICAL MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW OA/OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER PH PHASE SIS STAINLESS STEEL SENS. SENSIBLE TEMP. TEMPERATURE TYP. TYPICAL LION UNLESS OTHERWISE NOTED . V VOLTS CHECK VALVE II--- WALL CLEANOUT DCV DEMAND CONTROLLED VENTILATION SHEET INDEX DWG NO. DRAWING TITLE MO.1 MECHANICAL LEGEND, NOTES & SCHEDULES MO.2 MECHANICAL SPECIFICATIONS MO.3 MECHANICAL COMPLIANCE MO.4 MECHANICAL COMPLIANCE M2.1 MECHANICAL PLANS M6.1 MECHANICAL DETAILS W BID ALTERNATE NOTES CONTRACTOR SHALL PROVIDE SEPARATE LINE ITEM FOR NEW 6EW DUCT HEATER ON (E)RTU-2. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE LINE ITEM FOR POWER TO NEW DUCT HEATER. EXISTING CONDITIONS/SCOPE NOTES CONTRACTOR SHALL CLOSELY INSPECT AND VERIFY ALL EXISTING CONDITIONS AND INCLUDE IN BID ALL WORK REQUIRED TO DELIVER DESIGN INTENT. COORDINATE ALL ROOF -TO -SPACE PENETRATIONS WITH LANDLORD AND REQUEST ADDITIONAL SHELL INFORMATION FROM LANDLORD AS NECESSARY. NO CHANGE ORDER WILL BE ALLOWED. Y Z 0 Z w W U Z w 0 U w 0 0 a. M M 0 U J W 3 0 W U 0 Z W 2 0 x c� O M W J J r U Z a W rr U Ln 0 z w M O w Z 0 to W it W M J J 2 0 Z N Z O Z w D w J U N 0 w U Z W 0 w U w rr 0- _j J J x 0 (n Z V) Z w a Z W F_- C6 M_ 0 U J W 3 x Z w w W c� M 13- W U x w Y rr 3 Cr w 0 r Z Z 0 0 w D W M I.- 0 Z J J ¢ N 0 Z M M 0 U J w 3 W 0 c� a- 0 U 0 Z r H W a_ 0 af a_ W 2 W Uf Ln Z 0 U U W o_ ACTES ENGINEERING - 3371 Olcott Street Santa Clara,95054 ph: (408)522-525 51 fx: (408)A C 90522-5260 info@acies.net I Copyright©2018 IIIII 0�\111 14///777j �\ SON �4i��i • h CENg �� v . •'• •••. F � F � No. 2620 7 : -O � STATE OF ANAL R. LETIECQ DRAWN BY: G O� ~ r , � v, i h� J E C V y LL who CD C IM CDJ Q VO 0 N co O co ao V o Q w as �to bo - O 4 CU zap O 1-4 Lfi L0U 0 04 ACTES ENGINEERING - 3371 Olcott Street Santa Clara,95054 ph: (408)522-525 51 fx: (408)A C 90522-5260 info@acies.net I Copyright©2018 IIIII 0�\111 14///777j �\ SON �4i��i • h CENg �� v . •'• •••. F � F � No. 2620 7 : -O � STATE OF ANAL PA / PM: R. LETIECQ DRAWN BY: G > ~ M m 0 Y J Q � O LL who o Q N U) PA / PM: R. LETIECQ DRAWN BY: KH JOB NO.: MIA18-6041-00 W 0 Y J � W Q w W U U 06 (n w W Q O Z 0 Z W W C0 W W N ¢ N Q w W U 00 a- _ � W Z -0 w Q O U W C D N N U pp ao CW 00 CN C14N G Q 0 0 PA / PM: R. LETIECQ DRAWN BY: KH JOB NO.: MIA18-6041-00 SHEET mom 1 CO3 0 N LO N V m rn 3 -a N 0 U c 0 s U U J a E. 0 c 0 V) m L a� c (1) U c 3 0 m a m L Q) t U rn rn L0 0 m _m O N / c c O v U c 0 E E 0 ' U E 3 V N a N a t U E 0 U a N L 0 3 CAUTION: IF THIS SHEET IS NOT 30""x42" IT IS A REDUCED PRINT SECTION 1500 - HEATING, VENTILATION AND AIR CONDITIONING Y 0 G 1.00 - GENERAL F. SUPPLY AND RETURN AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 '/' THICK, 1 1/2 2.05 FIRE DAMPERS & SMOKE FIRE DAMPERS 2. AIR INLETS, OUTLETS SHALL BE PROPERLY SET IN PLACE. REGISTERS AND GRILLES SHALL BE - PCF DENSITY OR AS REQUIRED BY LOCAL ENERGY CODE. INSULATION SHALL BE to I TIGHTLY SEALED. 1.01 DESCRIPTION OF WORK OWENS-CORNING SOFT DUCT WRAP OR EQUAL CONSISTING OF A BLANKET OF GLASS FIBER A. - PROVIDE FIRE DAMPERS WITH ACCESS DOORS INSTALLED WHERE REQUIRED BY ALL LOCAL c v INSULATION FACTORY -LAMINATED TO FRK VAPOR RETARDER FACING. INSULATION SHALL MEET CODES. IN GENERAL, FIRE DAMPERS ARE REQUIRED WHERE DUCTS PIERCE FIRE -RATED 3. TRANSITIONS IN SIZE OF DUCTS SHALL BE MADE BY UNIFORMLY TAPERING SECTIONS FURNISH AND INSTALL COMPLETE AND OPERATIVE HVAC SYSTEM AS SHOWN ON THE DRAWING AND THE REQUIREMENTS OF NFPA 90A AND 90 B AND OTHER MECHANICAL ENERGY CODES. FLOORS, CEILINGS, WALLS AND SHAFTS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS HAVING 1 INCH INCREASE IN WIDTH FOR EACH 7 INCHES OF RUN UNLESS CONSTRUCTION SPECIFIED HEREIN. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: G.ACOUSTICAL FLEXIBLE DUCT SHALL BE UL 181 LISTED, CLASS 1, 2 -PLY VINYL FILM SUPPORTED OF ALL FIRE RATED ASSEMBLIES. LIMITATIONS REQUIRE A MORE ABRUPT TRANSITION. A. AC UNIT, SEE SCHEDULES. BY HELICALLY WOUND SPRING -STEEL WIRE, FIBROUS -GLASS INSULATION TO MEET LOCAL B. FIRE DAMPERS SHALL BE EQUAL TO AIR BALANCE INC., MODEL NO. 119BLX, OR B. TOILET EXHAUST FAN. CODE R -VALUES, AND FINISHED WITH A POLYETHYLENE VAPOR -BARRIER FILM. INTERIOR VINYL 119CL, OR AS APPROVED, FOR RECTANGULAR AND ROUND DUCTS. DAMPERS SHALL 4. DIFFUSERS, GRILLES AND REGISTERS: EACH REGISTER AND DIFFUSER SHALL BE EQUIPPED FILM SHALL BE PERFORATED FOR SOUND ATTENUATION. FLEXIBLE DUCT SHALL BE RATED TOMEET THE REQUIREMENTS FOR NFPA BULLETIN NO. 90A, AND SHALL BE TESTED WITH A VOLUME DAMPER OR AIR EXTRACTOR. PAINT INTERIOR SURFACE OF ALL UNITS FLAT C. AUTOMATIC TEMPERATURE CONTROLS SYSTEM INCLUDING TIME CLOCK, BY-PASS TIMER, +10"/-1' W.G., 4000 FPM, AND -20 TO 210 DEG. F TEMPERATURE RANGE. FLEXIBLE DUCT CLAMP ACCORDANCE WITH UL 555 TEST CRITERIA, FIRE DAMPERS SHALL BE LABELED -ANND BLACK. FACE AND TRIM OF ALL UNITS SHALL BE FINISHED. SIZE, FINISH, FRAMES, THERMOSTATS, CONTROL LOW -VOLTAGE INTERLOCK WIRING AND OTHER ASSOCIATED DEVICES. CONNECTORS SHALL BE STAINLESS-STEEL BAND WITH CADMIUM HEX SCREW TO TIGHTEN LISTED BY UL. ACCESORIES, CAPACITY AND PATTERN AS SHOWN ON DRAWINGS. D. DUCTWORK AND AIR DISTRIBUTION SYSTEMS. BAND WITH A WORM -GEAR ACTION. FLEXIBLE DUCTS SHALL BE ALLOWED ONLY AT THE FINAL CONNECTION TO AIR OUTLETS/INLETS AT A LENGTH OF 5 FEET MAXIMUM. C. IF APPLICABLE, FIRE DAMPERS SHALL COMPLY WITH UL -555-2006, 7TH EDITION 5. CONTRACTOR SHALL PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH DUCTWORK IN E. HANGERS AND SUPPORTS FOR DUCTWORK, PIPING AND HVAC EQUIPMENT AND SHALL BE MARKED "FOR USE IN DYNAMIC SYSTEMS" OR "FOR USE IN SUPPLY AIR, RETURN AIR AND OUTSIDE AIR SYSTEMS (WHETHER SHOWN ON PLANS OR F. FLASHING OF DUCT AND PIPE PENETRATIONS THROUGH EXTERIOR OPENINGS. STATIC SYSTEMS" AS REQUIRED. NOT) WHERE REQUIRED FOR AIR BALANCING OF HVAC SYSTEMS. G. ROOF CURB AND ROOF SLEEPER SUPPORTS. 2.01.2 FACTORY -MADE AIR DUCTS D. COMBINATION SMOKE FIRE DAMPERS SHALL BE INSTALLED WHERE DUCTWORK H. DUCT THERMAL AND ACOUSTIC INSULATION. PENETRATES FIRE RATED WALLS SURROUNDING AN EXIT CORRIDOR. 3.02 TESTING AND BALANCING (SEE ALSO, SECTION 15990 AT RIGHT.) I. LICENSE, PERMITS AND ASSOCIATED FEES. A.FACTORY-MADE AIR DUCTS SHALL BE APPROVED FOR THE USE INTENDED. EACH SECTION OF A FACTORY -MADE AIR DUCT SHALL BE IDENTIFIED BY THE MANUFACTURER WITH A LABEL - BALANCING OF THE AIR CONDITIONING SYSTEM WILL BE PERFORMED BY AN INDEPENDENT TEST AND J. DEMOLITION AND REMOVAL OF EXISTING HVAC EQUIPMENT AS REQUIRED. INDICATING CLASS DESIGNATION. THESE DUCTS SHALL BE LISTED AND SHALL BE INSTALLED 2.06 AIR CONDITIONING EQUIPMENT BALANCING AGENCY. THE MECHANICAL CONTRACTOR SHALL COOPERATE WITH THE SELECTED TEST K. SEISMIC RESTRAINTS AND BRACING. IN ACCORDANCE WITH THE TERMS OF THEIR LISTING. A. FURNISH AND INSTALL AIR CONDITIONING EQUIPMENT AS SPECIFIED ON THE AND BALANCE AGENCY IN THE FOLLOWING MANNER: B. INSULATED ALUMINUM FLEXIBLE DUCT SHALL BE UL 181 LISTED, CLASS 0, INTERLOCKING DRAWINGS AND IN EQUIPMENT SCHEDULES. A. PROVIDE SUFFICENT TIME BEFORE FINAL COMPLETION DATE SO THAT TEST AND BALANCING CAN SPIRAL OF ALUMINUM FOIL, FIBROUS -GLASS INSULATION SHALL MEET LOCAL CODE R-VALUE,BE 2.07 INSULATION (INSTALLED PER MANUFACTURER'S RECOMMENDATIONS) ACCOMPLISHED. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS AND SHALL BE FINISHED WITH A POLYETHYLENE VAPOR -BARRIER FILM. ALUMINUM FLEXIBLE B. PROVIDE IMMEDIATE LABOR AND TOOLS TO MAKE CORRECTIONS WHEN REQUIRED WITHOUT UNDUE A. FIRE PROTECTION, SECTION 15300. DUCT SHALL BE RATED TO +/- 8" W.G., 5000 FPM VELOCITY, AND -20 TO 250 DEG. F A. HEATING AND COOLING DUCTWORK LOCATED IN INTERIOR LOCATIONS DELAY. INSTALL BALANCING DAMPERS AS REQUIRED BY TEST AND BALANCE AGENCY. B. PLUMBING, SECTION 15400. TEMPERATURE RANGE. 1. INSULATE WITH OWENS-CORNING FIBERGLASS ALL SERVICE FACED DUCT WRAP C. THE CONTRACTOR SHALL PUT ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND C.INSULATED WIRE FLEXIBLE DUCT SHALL BE UL 181 LISTED, CLASS 1, 2 -PLY VINYL FILM TYPE 150 WITH FACTORY APPLIED FLAME RETARDANT FOIL REINFORCED KRAFT FACING EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING EACH C LINE VOLTAGE AND POWER WIRING, ELECTRICAL SECTION 16000. SUPPORTED BY HELICALLY WOUND SPRING -STEEL WIRE, FIBROUS -GLASS INSULATION SHALL (FRK-25 UL LABELSD), OR APPROVED EQUAL. INSTALLED THERMAL RESISTANCE SHALL BE WORKING DAY OF TESTING AND BALANCING. MEET LOCAL CODE R -VALUES, AND SHALL BE FINISHED WITH A POLYETHYLENE A MINIMUM OF R-8 FOR CA CLIMATE ZONES 11, 14-16 AND R-6 FOR ALL OTHER ZONES. 1.03 EXAMINATION OF SITE VAPOR -BARRIER FILM. FLEXIBLE DUCTS SHALL BE RATED TO +10/-1"W.G., 4000 FPM VELOCITY, D. TESTING AND BALANCING AGENCY SHALL BE KEPT INFORMED OF ANY MAJOR CHANGES MADE TO AND -20 TO 210 DEG. F TEMPERATURE RANGE. FLEXIBLE DUCT CLAMP CONNECTORS SHALL BE B. ACOUSTICAL DUCTWORK AND PLENUM AND CASING LINER SYSTEM DURING CONSTRUCTION AND SHALL BE PROVIDED WITH COMPLETE AS -BUILT DRAWINGS. _ VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH STAINLESS-STEEL BAND WITH CADMIUM HEX SCREW TO TIGHTEN BAND WITH A WORM -GEAR E. THE MECHANCIAL CONTRACTOR SHALL INCLUDE THE COSTS OF DAMPERS, PULLEY AND BELT WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL ACTION. 1. PROVIDE INTERNALLY LINED DUCTWORK WHERE INDICATED ON DRAWINGS. ACOUSTICAL DUCT CHANGES IN HIS CONTRACT. COSTS. CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL D.iNSTALLATION OF FACTORY -MADE AIR DUCT JOINTS AND ATTACHMENTS SHALL BE IN STRICT LINER SHALL BE TRALITE DUCT LINER, OR EQUAL, MATTE FACE, COMPLETE PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN ACCORDANCE WITH LATEST EDITION OF SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - SUITABLE FOR VELOCITIES FROM 1500 TO 4000 FPM , IN COMPLIANCE W/ UL723 AND 3.04 SPECIAL CONDITIONS RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. METAL AND FLEXIBLE". UL181. SECURE LINER TO DUCTWORK WITH ADHERSIVE AND MECHANICAL FANSTENERS PER 1.04 DRAWINGS E. SELECT TRANSITIONS, BRANCH CONNECTIONS, TEES AND LATERALS, AND OTHER FITTING SMACNA DUCT LINER APPLICATION STANDARD. A. AIR CONDITIONING EQUIPMENT ON ROOF: THE EXACT EQUIPMENT LOCATIONS ON THE ROOF SHALL BE FIELD VERIFIED BY CONTRACTOR. THE INTENT OF THE DESIGN IS TO UTILIZE THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND TYPES, AND FABRICATE ACCORDING TO SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS - 2. WHERE INTERNAL INSULATION IS APPLIED, DUCT AND PLENUM SIZES AS SHOWN ON THE A MANUFACTURER SUPPLIED ROOF CURB THAT WOULD SUPPORT THE NEW EQUIPMENT. MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA METAL AND FLEXIBLE" BASED ON INDICATED STATIC -PRESSURE CLASS. DRAWINGS SHALL BE INSIDE CLEAR DIMENSIONS. CONTRACTOR SHALL CONFORM TO MANUFACTURER'S PUBLISHED INSTALLATION AND ASSEMBLY GUIDE. SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE F. SELECT SIZING PRACTICES IN ACCORDANCE TO THE AIR CONDITIONING CONTRACTORS OF 3. FIBERGLAS DUCT AND PLENUM INSULATION ARE TO BE APPLIED ONLY WITH MANUFACTURER'S INSTALLATION SHALL CONFORM TO STRUCTURAL ENGINEERS'S REQUIREMENTS. CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH AMERICA (ACCA), MANUALS D & Q. IN PRACTICE LIMIT VELOCITIES TO 700 FPM MAX. FOR SUPPLY AND RETURN AIR DUCTS, AND INCREASE DUCT SIZES BY ONE SIZE (EVEN NUMBER) APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENING DEVICES. B. STRUCTURAL SUPPORT FOR THE AIR CONDITIONING UNIT: THE OWNER SHALL ENGAGE A LICENSED THE STRUCTURE AS FOUND SHALL BE MADE. LARGER THAN METAL AIR DUCTS. C. HEATING AND COOLING DUCTWORK LOCATED ON THE ROOF. STRUCTURAL ENGINEER TO DESIGN THE STRUCTURAL SUPPORT FOR THE AIR CONDITIONING UNIT ON 1.05 RULES AND REGULATIONS G.FACTORY-MADE DUCTS SHALL NOT BE USED FOR VERTICAL RISERS IN AIR DISTRIBUTION DUCT 1. INSULATE WITH RIGID BOARD INSULATION WITH A MINIMUM R VALUE OF R-6 OR R-8. THE ROOF. THE MECHANICAL CONTRACTOR IS TO COORDINATE ALL WORK WITH THE STRUCTURAL SYSTEMS. SUCH A DUCT SHALL NOT PENETRATE CONSTRUCTION WHERE FIRE DAMPERS ARE AS REQUIRED PER CODED. COAT EXTERIOR OF INSULATION WITH PERFORATED SHEET METAL LINER. ENGINEER. A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS REQUIRED. SUITABLE FOR VELOCITIES FROM 1500 TO 4000 FPM, IN COMPLIANCE W/ UL723 AND OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS.C. UL181. ALL REQUIRED PENETRATIONS OF EXISTING ROOFING SYSTEM SHALL BE MADE BY LANDLORD'S NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT 2. WHERE INTERNAL INSULATION IS APPLIED, DUCT AND PLENUM SIZES AS SHOWN ON THE ROOFING CONTRACTOR AT OWNER'S EXPENSE AFTER NOTIFICATION TO LANDLORD FOR APPROVAL. CONFORMING TO THESE CODES. DRAWINGS SHALL BE INSIDE CLEAR DIMENSIONS. END OF SECTION B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR D. SOFT FLEXIBLE DUCT. SECTION 15990 -TESTING, ADJUSTING AND BALANCING MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS. 1.00 - GENERAL 1. R-8 FOR CA CLIMATE ZONES 11, 14-16 AND R-6 FOR ALL OTHERS CALIFORNIA ZONES Y 1.06 SUBMITTALS 1.01 DESCRIPTION A. SUBMIT FOR REVIEW TO THE OWNER A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT E. INSULATION. THE TESTING AND BALANCING WORK WILL BE PERFORMED UNDER A SEPARATE CONTRACT FROM THE ,. AND MATERIALS PROPOSED FOR USE (1) HARD & (1) SOFT COPY, ACCOMPANIED BY 2.02 PIPING 1. FOIL FACED FIBERGLASS, OWENS CORNING TYPE 75 OR EQUAL, FLAME SPREAD RATING OF HVAC WORK. THE WORK DESCRIBED IN THIS SECTION SHALL BE PERFORMED BY AN INDEPENDENT MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WITHIN A. CHILLED WATER, HOT WATER AND CONDENSER WATER SERVICE PIPING SHALL BE BLACK OF NOT MORE THAN 25 AND A SMOKE DEVELOPMENT RATING OF NOT MORE THAN 50 TEST AND BALANCE AGENCY, SPECIALIZING IN TESTING AND BALANCING OF HVAC SYSTEMS AND A 15 DAYS AFTER, AWARD OF CONTRACT. SUBMIT PORTABLE DOCUMENT FORMAT(PDF) AND STEEL SCHEDULE 40, PER ASTM A-120 WITH PLAIN WELDED JOINTS AND SEAMLESS SCHEDULE UNLESS SHOWN OTHERWISE, ALL INSULATION SHALL BE EXTERNAL TO NUMBER OF THE AABC OR APPROVED EQUAL ORGANIZATION: ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED DUCTWORK INSTALLATION. 40 FITTINGS GALVANIZED FOR EXTERIOR LOCATIONS. DUCTWORK. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE F. DUCT LINER. INSTALLATION WITH OTHER TRADES. B. ALL STEEL PIPING SHALL HAVE THREADED CONNECTIONS AND ALL COPPER PIPING SHALL HAVE1.02 1. FOR EXTERIOR DUCTS: FIBERGLASS WITH FIRE RATED BLACK COATING, OWENS CORNING SCOPE OF WORK B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF & A COPY OF A LETTER STATING SOLDERED JOINTS OF 300 LB. PRESSURE RATING. AEROFLEX TYPE 150. A. HVAC SYSTEM TEST AND BALANCE IN ACCORDANCE WITH PROCEDURES ESTABLISHED BY AABC ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF MATERIAL, C. PIPE HANGERS SHALL BE SUPERSTRUT OR KIN -LINE, SPACED @ 6 FT. O.C., WITH CLEVIS OR 2. FOR OTHER LOCATIONS SHOWN ON DRAWINGS: AEROFLEX TYPE 150, AS ABOVE, EXCEPT OR NEBB. CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN TRAPEZE TYPE HANGERS. SECURE PIPE HANGER RODS TO STRUCTURE PER UPC 1 INCH THICK. FLAME SPREAD RATING OF NOT MORE THAN 25 AND SMOKE DEVELOPED B. MEASUREMENT OF FINAL OPERATING CONDITIONS OF HVAC EQUIPMENT. FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL PROVIDE ISOLATION SHIELDS WHERE PIPE RESTS ON HANGER ASSEMBLY. RATING OF NOT MORE THAN 50. C. TEST AND BALANCE REPORTS. IN QUALITY DESIGN, G UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. D. INSULATE ALL WATER PIPING WITH DENSITY FIBROUS GLASS INSULATION WITH WHITE KRAFT BONDED 3. AN EPA -APPROVED BIOCIDE IN THE AIRSTREAM COATING ENABLES OWENS-CORNING DUCT D. EACH PIECE OF AIR CONDITIONING AND HEATING EQUIPMENT AND THE AIR DISTRIBUTIONS 1.07 AS -BUILT DRAWINGS TO ALUMINUM FOIL. THICKNESS AND R VALUE AS PER TABLE 120.3-A OF CEC STANDARDS. LINERS TO RESIST FUNGAL OR BACTERIAL GROWTH WHEN SUBJECTED TO MICROBIAL ATTACK TSYSTEMS SHALL BE TES ED AND ADJUSTED TO INSURE PROPER FUNCTIONING OF ALL CONTROL, TOF FITTINGS SHALL BE INSULATED WITH PREMOLDED FIBERGLASS INSULATION. THE INTEGRITY DESCRIBED IN ASTM C 665 AND STANDARD PRACTICES ASTM G 21 (FUNGUS TEST) AND PROPER DISTRIBUTION AIR, MAINTENANCE OF TEMPERATURE, ELIMINATION OF DRAFTS, A SET OF HVAC PRINTS OR ACCESS TO A PRINT SHOP/PDFS WILL BE FURNISHED TO THE OF THE VAPOR BARRIER SHALL BE MAINTAINED THROUGHOUT THE INSTALLATION. G 22 (BACTERIA TEST). NOISE AND VIBRATION, AND LEFT IN FIRST CLASS OPERATING CONDITION. THE AIR SYSTEM CONTRACTOR ON WHICH HE/SHE SHALL INDICATE THE INSTALLATION "AS -BUILT" AS THE WORK TAPE AND SEAL ALL JOINTS WITH VAPOR BARRIER TAPE. - SHALL BE READJUSTED IF REQUIRED FOR COMFORT OF EACH ROOM. PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL E. ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL UTILIZE DIELECTRIC INSULATING FITTINGS, 2.08 TEMPERATURE CONTROL SYSTEM E. THE MECHANICAL CONTRACTOR WILL MAKE ANY CHANGES IN THE PULLEYS, BELTS, DAMPERS, BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET COUPLINGS AND UNIONS. A. ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING HEAT PUMPS, NOT CONTROLLED BY A VANES, BAFFLES AND THE LIKE REQUIRED FOR CORRECT BALANCE OF OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET OF PDFS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETATION AND BEFORE F. FALL SHUT-OFF VALVES AND DRAIN VALVES SHALL BE BALL -COCK TYPE, 300 LB. RATING WITH CENTRAL ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) SHALL HAVE A SETBACK THERMOSTAT. SYSTEM AS RECOMMENDED BT T&B AGENCY AND TO THE SATISFACTION OF THE OWNER. FINAL ACCEPTANCE OF THE PROJECT. PLUGS INSTALLED ON DRAIN VALVES. NIBCO OR EQUAL. 1. SETBACK CAPABILITIES. ALL THERMOSTATS SHALL HAVE A CLOCK MECHANISM THAT ALLOWS THE BUILDING OCCUPANT TO PROGRAM THE TEMPERATURE SETPOINTS FOR AT LEAST FOUR 1.03 SUBMITTALS PERIODS WITHIN 24 HOURS. A. PROVIDE (1) HARD COPY & (1) SOFT COPY OF TEST AND BALANCE REPORT TO THE OWNER 1.08 GUARANTEE B. HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS: FOR REVIEW AND APPROVAL IN SOFT COVER, LETTER SIZE, 3 -RING BINDER MANUAL THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM 1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET COMPLETE WITH INDEX PAGE AND INDEXING TABS. THE REPORT SHALL INCLUDE A SET OF ANY DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TO REPAIR OR REPLACE, N BY THE HEAT PUMP ALONE; AND REDUCED DRAWINGS WITH AIR OUTLETS AND EQUIPMENT IDENTIFIED TO CORRESPOND WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR 2. IN WHICH THE CUT -ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE WITH DATA SHEETS AND INDICATING HERMOSTAT LOCATIONS. FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. CUT -ON TEMPERATURE FOR SUPPLEMENTARY HEATING, AND THE CUT-OFF TEMPERATURE FOR ao 2.03 DUCTWORK ACCESSORIES COMPRESSION HEATING IS HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY B. THE TEST AND BALANCE REPORT SHALL INCLUDE, AS A MINIMUM, BUT NOT BE LIMITED TO: 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. DAMPER OPERATORS HEATING. 1. EACH EQUIPMENT SHALL BE IDENTIFIED BY EQUIPMENT SERVICE NUMBER, MANUFACTURER, A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL MECHANICAL 1. DUCTS WITH EXTERNAL INSULATION: VENTLOCK #637, DURADYNE, YOUNG, OR APPROVED EQUAL. C. ALL UNITARY SINGLE ZONE, AIR CONDITIONERS, HEAT PUMPS, AND FURNACES, THE THERMOSTAT MODEL NUMBER, AND SERIAL NUMBER, MOTOR HORSEPOWER, MOTOR NAMEPLATE VOLTAGE, SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. A HARD COPY & SOFT COPY OF 2. DUCTS WITH INTERNAL INSULATION AND/OR NO INSULATION: VENTLOCK #635, DURADYNE, IR MUST COMPLY WITH THE REQUIREMENTS CALIFORNIA ENERGY COMMISSION, T-24, PART 6, MOTOR RPM, ACTUAL AND DESIGN STATIC PRESSURE, ACTUAL OUTLET VELOCITY, ACTUAL CFM, THE MANUAL SHALL BE PROVIDED TO AN OWNER. YOUNG, OR APPROVED EQUAL. REFERENCE JOINT APPENDIX ALSO KNOWN AS THE OCCUPANT CONTROLLED SMART THERMOSTATS, _ DESIGN CFM. WHICH ARE CAPABLE OF RECEIVING DEMAND RESPONSE SIGNALS IN THE EVENT OF GRID CONGESTION B. PROVIDE INSTRUCTIONS TO STORE PERSONEL AS TO OPERATION OF ALL HVAC EQUIPMENT AND B. FLEXIBLE CONNECTIONS: VENTFABRICS "VENTGLAS", DURADYNE, OR APPROVED EQUAL, U.L. 181 - AND SHORTAGES DURING HIGH ELECTRICAL DEMAND PERIODS. 2. EACH COIL SHALL BE IDENTIFIED BY EQUIPMENT SERVICE NUMBER, MANUFACTURER, MODEL THERMOSTATS. INSTRUCTION PERIOD TO COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE APPROVED WITH METAL ATTACHMENT. NUMBER AND SIZE, NUMBER OF ROWS, TOTAL CFM, AIR INLET AND OUTLET DRY BULB AND SCHEDULED AT OWNER'S CONVENIENCE. ALSO, PROVIDE STORE MANAGER WITH OPERATION MANUAL.WET C. AIR EXTRACTOR: TITUS AG -225, KRUEGER EX -88C, OR APPROVED EQUAL D. CONTRACTOR SHALL POST IN THE OFFICE TYPEWRITTEN INSTRUCTIONS ON OPERATION OF ALL CONTROLS. BULB TEMPERATURES. 0 3. EACH AIR OUTLET SHALL BE IDENTIFIED WITH MANUFACTURE, MODEL NUMBER, SIZE, VELOCITY, 1.1.0 CUTTING AND PATCHING D. TURNING VANES SHALL COMPLY WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS 2.09 DX PIPING- CORRECTION FACTOR, ACTUAL CFM, DESIGN CFM. ALL RECTANGULAR DUCT WITH MITERED ELBOWS SHALL BE FITTED WITH TURNING VANES. A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR E. SPIN -IN -FITTINGS ARE NOT ALLOWED. USE UNITED MCGILL BELLMOUTH FITTING_ FOR ROUND DUCT REFRIGERANT PIPING SHALL BE TYPE L HARD COPPER ACR TUBING WITH WROUGHT COPPER, SOLDER 4. TRAVERSE READING OF MAIN SUPPLY, RETURN AND OUTSIDE AIR DUCTS TO ESTABLISH AIR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. TAPS. JOINT FITTINGS, SILVER SOLDERED. ALL REFRIGERANT PIPING SHALL BE INSULATED EXCEPT WHERE THE QUANTITIES. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL; AND FINISH AND SHALL MATCH F. SUPPORT DUCTWORK ACCORDING TO THE SMACNA DUCT CONSTRUCTION STANDARDS AND THE UNINSULATED AREA DOES NOT RESULT IN AN ENERGY LOSS TA O THE SYSTEM OR N ADVERSE EFFECT 5. TEST AND RECORD TEMPERATURES FROM TEMPERATURE CONTROLLERS SUCH AS DAY ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. DRAWINGS. TO THE SYSTEM FROM STRAY HEAT. PIPE INSULATION SHALL BE ARMSTRONG ARMAFLEX, THERMOSTAT, NIGHT THERMOSTAT. NO CUTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. G. ACCESS DOORS IN DUCTWORK: SHALL BE VENTLOCK, DUCTMATE OR APPROVED EQUAL, STAMPED OWENS-CORNING FLEXIBLE TUBING, RUBICON OR APPROVED EQUAL. THICKNESS SHALL BE 3/4" ON 6. TEST AND RECORD TEMPERATURES FROM MAIN SUPPLY AIR TRUNK, MIXED AIR DURING THE 2.00 - PRODUCTS OR FORMED INSULATED ACCESS DOORS COMPLETE WITH ALL HARDWARE AND SEALANT. INTERIOR PIPING AND 1" ON EXTERIOR PIPING. INSULATED PIPING EXPOSED TO WEATHER SHALL BE FULL HEATING AND FULL COOLING CYCLE AND ECONOMIZER CYCLE. PROVIDED WITH ARMSTRONG ARMAFLEX FINISH AND ALL-WEATHER SERVICE JACKET FOR OUTDOOR 7. TEST AND BALANCE ECONOMIZER. 2.01 DUCTWORK: H. JOINT SEALING: APPLICATIONS VALVES, STRAINERS, SIGHT GLASS, FILTER DRIERS, OIL SEPARATORS, ETC. SHALL BE 8. WATER BALANCE INFORMATION 2.01.1 METAL AIR DUCTS 1. THE FOLLOWING ITEMS ARE TO BE SEALED WITH HARDCAST DT TAPE AND ADHESIVE: MANUFACTURED BY SPORLAN VALVE CO. 9. EXHAUST SYSTEM BALANCE. A. LONGITUDINAL AND TRANSVERSE SEAMS OF RECTANGULAR DUCTWORK. 2.00 - PRODUCTS (NOT APPLICABLE) 2.10 SEISMIC RESTRAINTS AND BRACING A.SHEET METAL RECTANGULAR AND ROUND DUCTWORK, PLENUMS, AND CASINGS SHALL BE B. ALL ROUND FITTINGS AND JOINT CONNECTORS USE FTA -20 FOR INDOOR USE AND FABRICATED IN STRICT ACCORDANCE WITH LATEST EDITION OF SMACNA'S "HVAC DUCT RTA -20 FOR OUTDOOR USE. A. ALL HVAC EQUIPMENT, DUCTWORK, PIPING AND WIRING CONDUITS SHALL BE INSTALLED TO MEET 3.00 - EXECUTION CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" BASED ON INDICATED 2.FLEXIBLE DUCT AT DIFFUSERS SHALL USE INTEGRAL STAINLESS STEEL DRAW BAND AND THE LATERAL BRACING REQUIREMENTS FOR THE APPLICABLE SEISMIC ZONE. PROVIDE SEISMIC 3.01 DEFICIENCIES IN SYSTEM STATIC -PRESSURE CLASS. RESTRAINTS IN ACCORDANCE WITH SESMIC IHAZARD LEVEL (SHL) A OF THE PRESSURE SENSITIVE TAPE, HARDCAST P-301 OR EQUAL. "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS" BALANCING CONTRACTOR SHALL REPORT IN WRITING TO THE OWNER ANY DISCREPANCIES ON ITEMS B. MATERIALS FOR DUCTWORK SHALL BE HOT DIPPED GALVANIZED (GAOL STEEL OF GAUGES SHOWN IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. ALL DUCTWORK SHALL BE I. BRACINGS, HANGERS, NUTS, ETC. SHALL BE GALVANIZED. DATED 2009, AS PUBLISHED BY S.M.A.C.N.A. AND ALSO IN ACCORDANCE NOT INSTALLED IN ACCORDANCE WITH CONTRACT DOCUMENTS, ALL DEFICIENCIES IN HVAC SYSTEM, CONSTRUCTED IN ACCORDANCE WITH PRESSURE CLASSIFICATION SCHEDULES OF NO LESS J. CURVED ELBOWS SHALL HAVE CENTERLINE RADIUS EQUAL TO ONE AND ONE-HALF TIMES DUCT WITH APPLICABLE LOCAL BUILDING CODES. AND OTHER DEFICIENCIES. THEOWNERWILL REIMBURSE THE BALANCING CONTRACTOR IF ADDITIONAL , THAN CLASS +/- 2" W.G., AND SHALL BE SEALED TO THE DUCT SEALING REQUIREMENTS OF WIDTH IN PLANE OF TURN.WORK B. ALL ROOFTOP EQUIPMENT SHALL HAVE PROPER ANCHORING AND RESTRAINT SYSTEMS, AND SHALL IS REQUIRED FOR HIS/HER PHASE OF WORK. CLASS "C' MINIMUM. K. SQUARE ELBOWS SHALL HAVE TURNING VANES. MITER ELBOWS (NOT SQUARE) SHALL HAVE SPLITTER BE SECURED TO A ROOF CURB, EQUIPMENT PAD OR OTHER STRUCTURAL MEMBER TO PREVENT 3.02 WARRANTY C. SELECT TRANSVERSE JOINT AND LONGITUDINAL SEAM TYPES, FIGURES 1-4 AND 1-5 VANES 3 INCHES O.C. LATERAL, VERTICAL OR OVERTURNING MOVEMENT WITHOUT SACRIFICING ANY RESILIENT VIBRATION THE TEST AND BALANCE AGENCY SHALL INCLUDE AN EXTENDED WARRANTY OF 90 DAYS, AFTER RESPECTIVELY, AND FABRICATE RECTANGULAR DUCTWORK ACCORDING TO SMACNA'SL. "HVAC VOLUME DAMPERS SHALL BE CONSTRUCTED TO SMACNA STANDARDS AND SHALL BE YOUNG ISOLATION REQUIREMENTS. COMPLETION OF WORK, DURING WHICH TIME THE OWNER, AT THEIR DISCRETION, MAY REQUEST A DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE". REGULATOR MODEL 4040 FOR ROUND DUCTS AND SERIES 820 FOR RECTANGULAR DUCTS 3.00 INSTALLATION AND EXECUTION RECHECK OR RESETTING OF ANY OUTLET, SUPPLY AIR FAN, OR EXHAUST FAN AS LISTED IN TEST D. SELECT ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, TEES AND LATERALS, REPORT: AND OTHER FITTING TYPES, AND FABRICATE ACCORDING TO SMACNA'S "HVAC DUCT 2.04 AIR DEVICES 3.01 INSTALLATION REQUIREMENTS CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". DIFFUSERS, GRILLES AND REGISTERS: TITUS, KRUEGER, METALWRE, OR THERMAFUSER WHERE SHOWN. A. DUCTWORK: END OF SECTION E. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE", FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. PROVIDE VOLUME DAMPERS AND PAINT 1. DUCT BRANCHES SHALL BE FITTED WITH VOLUME OR SPLITTER DAMPER AND WHERE CHAPTER 4, "HANGERS AND SUPPORTS' FOR UPPER AND LOWER ATTACHMENTS. FIGURES INTERIOR FLAT BLACK. SIZE, FINISH, FRAME TYPES AND ACCESSORIES AS SHOWN ON THE DRAWINGS. REQUIRED, EXTRACTION DAMPER. ALL ACCESSIBLE VOLUME CONTROLS SHALL HAVE LOCKING 4.2 AND 4.4 RESPECTIVELY. REFER TO TABLES 4.1 AND 4.2 FOR RECTANGULAR AND ROUND QUADRANTS. ALL INACCESSIBLE CONTROLS (DAMPERS, ETC.) SHALL BE PROVIDED WITH MINIMUM HANGER SIZE AND SPACING. PERMANENT EXTENSIONS TO ACCESSIBLE SPACES. BRANCH VOLUME CONTROLS ARE IN F. SHEET METAL ROUND DUCT SHALL BE UNITED MCGILL, SEMCO INC., LiNX IND., OR EQUAL ADDITION TO VOLUME CONTROLS AT THE REGISTERS AND DIFFUSERS. SPIRAL SEAM DUCTS WITH GASKET "UNISEAL' CONNECTION FOR EXPOSED INSTALLATIONS, AND SPIRAL OR LONGITUDINAL SEAM WITH BEADED SLEEVE JOINT CONNECTIONS FOR CONCEALED INSTALLATIONS. FITTINGS SHALL BE "UNIFORM" MACHINE FORMED WITH CONTINUOUS WELDS. } Z ¢ 0 z w m w U Z Li O U w f- 0 f- O a m M O U J w a 3 w 0 W U t= 0 z w O I.- t__ c� O m m W m J J 0 r z w V) m O J w z O n W w J a z O V) z w n 0 w J U V) a 0 w U Z w 0 w U W a' a W Y J J W (n z 0 V) z Li 0 z Li m O U J Li a 3 z W m Li w a w U x w Y a 3 O` w H 0 z z 0 0 w D w m 0 z _1 J ¢ x N 0 z m m O U J w 3 U- O r -- x c� a O U 0 Z ¢ F- or w Q_ O a a w S W 4✓ to z O U W U w a (N ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 ( fx: (408)522-5260 info@acies.net I Copyright©2018 - o tt►►►Uiq����' - ....N. ,l v �.•�\GENse% No. 62 20 -o STATE OF X1 OR I 0NA' Y 0 G o cts i 1 J to G V l 0 c v 0 v v_ C Z ~7 uj J ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 ( fx: (408)522-5260 info@acies.net I Copyright©2018 - o tt►►►Uiq����' - ....N. ,l v �.•�\GENse% No. 62 20 -o STATE OF X1 OR I 0NA' Y 0 G > o cocn J cq J to � 0 v N x rn v .�u 0w Z ~7 uj who ./j LO to roo tz 014 r1_4 ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 ( fx: (408)522-5260 info@acies.net I Copyright©2018 - o tt►►►Uiq����' - ....N. ,l v �.•�\GENse% No. 62 20 -o STATE OF X1 OR I 0NA' PA / PM: Y DRAWN BY: G > ~ J N M J m 0 J � O Uao m LL who LL Q N W PA / PM: Y DRAWN BY: KH JOB NO.: MIA18-6041-00 Q w W z O F Q V w Q p U w J U_ z Y ~ w N 2 Q N ~ w W Umoa LLj CL a it O w o U w )\Z) N C) m N ao ao w N N Q r%� I1 Q N 0 0 PA / PM: R. LETIECQ DRAWN BY: KH JOB NO.: MIA18-6041-00 SHEET MOm2 00 0 N LO N N t CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Lcx;auon: oanrora, rionaa Climate Zone: 2a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 2011 WP Ball Blvd Sanford, FL 32771 Mechanical Systems List Quantity System Type & Description 1 CU-1/FC-1 (Single Zone): Cooling: 1 each - Split System, Capacity = 17 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 15.00 SEER, Required Efficiency: 13.00 SEER Fan System: FC3 - Compliance (Motor nameplate HP method) Passes Fans: FAN 2 Supply, Constant Volume, 434 CFM, 0.5 motor nameplate hp, 1.0 fan efficiency grade 1 RTU -1 (Single Zone): Heating: 1 each - Other, Electric, Capacity = 61 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 97 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.50 EER, Required Efficiency: 11.20 EER + 12.8 IEER Fan System: RTU -1 - Compliance (Brake HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 3060 CFM, 2.0 motor nameplate hp, 1.4 design brake hp (2.0 max. BHP), 1.0 fan efficiency grade Section r - • _ Com .Com-ments Ass_ m tion" s" . � � u _ # , .`Plan Reviev Complies Comments/Assumptions Name -Title Signature Date C404.5Heated water supply piping conforms ;❑Complies ; Exception: Requirement does not apply. C404 5 11 1 to pipe length and volume ❑Does Not - C103.2 Plans, specifications, and/or ;❑Complies Requirement will be met. [PR2]1 calculations provide all information :❑Does Not 3 [PL6] ❑Not Applicable with which compliance can be UNot Observable C404.5.1, to pipe length and volume ;❑Does Not determined for the mechanical systems and equipment and ❑Not Applicable Not - document where exceptions to the ; that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable: ;standard are claimed. Load ; heater and storage tank have controls ❑Does Not :calculations per acceptable cycle. !❑Not Applicable C404 6 3 Pumps that circulate water between a ;❑Complies 1 Exception: Requirement does not apply. ;engineering standards and that limit operation from startup to :[]Not Observable: -a <= 5 minutes after end of heating cycle. ;❑Not Applicable handbooks. [PL813kwater from a heated -water supply ;❑Does Not C405.6 ; Plans, specifications, and/or ;❑Complies ;,Requirement will be met. [PR17]1 icalculations provide all information ;❑Does Not user of a fixture or appliance and ;with which compliance can be ; determined for the electrical systems ;❑Not Observable 1 104°F. and equipment and document where ;❑Not Applicable ; pipe back to the heated -water source ❑Not Observable; exceptions are claimed. Provisions are demand recirculation water system. ; Pumps within this system have made for metering individual tenant receiving a signal from the action of a ; user of a fixture or appliance and ;units. Feeder connectors (for feeder entering the cold -water piping to 104°F. and branch circuits) sized in Applicable 1 protected or painted with a coating accordance with approved plans with that is water retardant and provides Procedural Standards, the AABC, i maximum drop of 5% voltage drop ' -6",1 Insulation covering cooling ducts total. ; C406 ! Plans, specifications, and/or ❑Complies ;Requirement will be met. [PR9]1 i calculations provide all information ;❑Does Not by systems with air side :❑Not :economizer, auto modulating outside ;❑Not with which compliance can be a❑Not Observable ; 1.3A. . barrier is provided where the ❑Does Not determined for the additional energy lefficiency package options. ;❑Not Applicable ; 1 (E)RTU-2 (Single zone): Additional Comments/Assumptions: Heating: 1 each - Other, Electric, Capacity = 19 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 48 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: RTU -2 - Compliance (Brake HP method) : Passes Fans: FAN 4 Supply, Constant Volume, 1440 CFM, 1.0 motor nameplate hp, 0.8 design brake hp (0.8 max. BHP), 1.0 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.8.2 and to comply w'th I' bl d t I' Section = Mechanical Rou9~h4n Ins ecti • _ Com .Com-ments Ass_ m tion" s" . � � u # -k Plumbing Rough In Inspection Campties1 Comments/Assumptions & Req ID v.y _ Name -Title Signature Date C404.5Heated water supply piping conforms ;❑Complies ; Exception: Requirement does not apply. C404 5 11 1 to pipe length and volume ❑Does Not C404.5'.2 requirements. Refer to section details. ; 3-11 ;❑Not Observable: 1 j❑Not Applicable 1 High Impact (Tier 1) 2 ` Medium Impact (Tier 2) 3 Low Impact (Tier 3) C404.51- Heated water supply piping conforms i❑Complies ; Exception: Requirement does not apply. C404.51oto pipe length and volume ;❑Does Not C4G4.5.21,4. requirements. Refer to section details. ;❑Not Observable ; 3 [PL6] ❑Not Applicable Project Title: Charter - Sanford Reportort date: 07/06/18 C404.5 -, Heated water supply piping conforms ❑C m li es , Exception: Requirement does not apply. C404.5.1, to pipe length and volume ;❑Does Not C404 5 2 'requirements. Refer to section details. '❑Not Observable: [PL6]3 'F -]Not Applicable ; Not - ,C404.6.3 Pumps that circulate water between a i ❑Complies 'Exception: Requirement does not apply. [PL71 heater and storage tank have controls f❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable: ;❑ =cycle. Not Applicable 0404 5 3 Pumps that circulate water between a ;❑Complies Exception: Requirement does not apply. heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating❑Not Observable; ni cycle. !❑Not Applicable C404 6 3 Pumps that circulate water between a ;❑Complies 1 Exception: Requirement does not apply. [PL71� s heater and storage tank have controls ❑Does Not that limit operation from startup to :[]Not Observable: -a <= 5 minutes after end of heating cycle. ;❑Not Applicable C404.7Water distribution system that pumps ❑Complies ; Exception: Requirement does not apply. [PL813kwater from a heated -water supply ;❑Does Not 'pipe back to the heated -water source through a cold -water supply pipe is a []Not Observable; Applicable 3 demand recirculation water system. ;❑Not ; Pumps within this system have controls that start the pump upon ; receiving a signal from the action of a a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to t 104°F. C404.7 Water distribution system that pumps i❑Complies ; Exception: Requirement does not apply. [PL8] water from cheated -water supply �❑Does Not pipe back to the heated -water source ❑Not Observable; through a cold -water supply pipe is a ;❑Not Applicable demand recirculation water system. ; Pumps within this system have controls that start the pump upon receiving a signal from the action of a ; user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. i any app ica a man a ory requirements fisted in the Inspection Checklist. Mechanical Rou9~h4n Ins ecti • _ Com .Com-ments Ass_ m tion" s" . � � u 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) F-3 ] Low Impact (Tier 3) WILSON LEE, P.E. 07/09/2018 Mechanical Rou 9 h to [ns ection P C402.2.6 Thermally ineffective panel surfaces of `❑C m l'es ;Requirement will be met. ,- ,,. Name -Title Signature Date Not insulation >= R-3.5. ;❑Not Observable ; . ;❑Not 1 High Impact (Tier 1) 2: Medium Impact (Tier 2) 3 ` Low Impact (Tier 3) 1 High Impact (Tier 1) 2 ` Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 < Low Impact (Tier 3) Project Title: Charter - Sanford Report date: 07/06/18 Data filename: P:\Ware Malc b C arter Spectrum Communications\2018\180599 180599 C arter WP Ball Blvd � Page Sof 12 Project Title: Charter - Sanford Report date: 07/06/18 Data filename: P:\Ware r 1comb Charter Spectrum Communicati n \2018\180599 Charter, WP Ball Blvd &Tor Page Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Reportort date: 07/06/18 Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck 2 of 12 Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Toy Page 3 of 12 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Toy Page 4 of 12 Not - [ME7911and enclosed support platforms that - Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck # o m P les Comments!AssumPtion s--L,�-_- P umbi ng Rau h -In Ins ection C & Re q .ID - C4047 � Water er distribution system that pumps ❑Com lies Exception: Requirementuit ement does not apply. [PL8]3� water from cheated -water supply '❑Does Not pipe back to the heated -water source through a cold -water su PPYPP I pipc is a ;[]Not Observable demand recirculation water system. ;❑Not Applicable ; Pumps within this system have controls that start the pump upon receiving a signal from the action of a; user of a fixture or appliance and limits the temperature of the water ; entering the cold -water piping to 104°F. Additional Comments/Assumptions: fSection,- Mechanical Rou9~h4n Ins ecti • _ Com .Com-ments Ass_ m tion" s" . � � u 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) F-3 ] Low Impact (Tier 3) ... Mechanical Rou 9 h to [ns ection P C402.2.6 Thermally ineffective panel surfaces of `❑C m l'es ;Requirement will be met. ,- ,,. [ME4113 > ;sensible heating panels have❑Does Not insulation >= R-3.5. ;❑Not Observable ; . ;❑Not Applicable 0403.2.9 HVAC ducts and plenums insulated ;❑Complies i Requirement will be met. 11 -and 9 sealed according to Florida Does Not ; [ME60]z Section C403.2.9, Table C403.2.9.1. ❑Not Observable ❑Not Applicable ; C403.2.9.,,4 All ducts, air handlers, filter boxes, ;❑Complies ;Requirement will be met. 2 building cavities, mechanical closets :❑Does Not - [ME7911and enclosed support platforms that - ❑Not Observable ;form the primary air containment used. passageways for air distribution ;❑Not Applicable o _ systems are constructed and erected 5 designed in accordance with i1lDoes A in accordance with Table C403.2.9.2 ; [ME76]2recognized engineering standards. '❑Not and with Chapter 6 of the Florida Refer to section details. ;❑Not Building Code, Mechanical. Ducts are C403 2 9 ;Air -handling units not installed in ;❑Complies ry be constructed, braced, reinforced 6 attics of commercial buildings. ;❑Does and installed to provide structural ; strength and durability. All transverse _ its, longitudinal seams and fitting C403.2.4,,` Fault detection and diagnostics ;❑Complies y connections are securely fastened in 7 `- A installed with air-cooled unitary DX '❑Does accordance with the applicable [ME1131z � units having economizers. ;❑Not standards of this section. C403.4.4.' --f, Multiple zone VAV systems with DDC ❑Complies ; Exception: Requirement does not apply. C403.2, 9, . Duct insulation is protected from ' ;❑Complies ;Requirement will be met. L2 damage but not limited to the i❑Does ,v , Not [ME801z following: 1. Insulation exposed to ❑Not Observable , weather is suitable for outdoor shall be adjusted to meet design flow ;❑Not service. Cellular foam insulation is ;❑Not Applicable 1 protected or painted with a coating be in accordance with NEBB that is water retardant and provides Procedural Standards, the AABC, i shielding from solar radiation. 2. ; National Standards, or equivalent -6",1 Insulation covering cooling ducts procedures. located outside the conditioned space C403.2.6.: Demand control ventilation provided is vapor retardant located outside the 1 ;for spaces >500 ft2 and >25 ;❑Does insulation, all penetrations and joints [ME59]1 people/1000 ft2 occupant density and :served of which shall be sealed. by systems with air side :❑Not :economizer, auto modulating outside ;❑Not C403.2.9. Additional insulation with vapor :❑Complies ;Requirement will be met. 1.3A. . barrier is provided where the ❑Does Not [ME811z `minimum duct insulation requirementsi of Section 0403.2.9.1.1 are ❑Not Observable ; determined to be insufficient to ❑Not Applicable prevent condensation. ; C403.2.7 Exhaust air energy recovery on ❑Complies i Exception: Requirement does not apply. C403.2.1.3',' Unenclosed spaces that are heated ;❑Complies Exception: Requirement does not apply. tME71Iz-,,',,,',J, use only radiant heat. ❑Does Not ,❑Not Observable' t❑Not Applicable i 0403 2 3 HVAC equipment efficiency verified. ❑Complies ;See the Mechanical Systems list for values. [ME551z :❑Does Not '❑Not Observable! ❑Not Applicable C403.2.9.Ducts, air handlers, filter boxes, ❑Complies Requirement will be met. 3> building cavities, mechanical closets ;❑Does Not I [ME1012 Aand enclosed support platforms that ❑Not Observable ; ,.form the primary air containment G passageways for air distribution ;❑Not Applicable systems are sealed in accordance with provide a means to relieve excess t the applicable criteria of this section outside air during operation. ; 4 and Table C403.2.9.2. ; systems that comply with C403.5.2.. ; Section 1 1 High Impact (Tier 1) 2:- Medium Impact (Tier 2) A3 ]Low Impact (Tier 3) . Section 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) F-3 ] Low Impact (Tier 3) ... Mechanical Rou 9 h to [ns ection P _ Com ties �: P Comment Assum tions s/ P & Re ID 4 s Cam Iles.. P Comments Assum tt / ons P 9 of Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck 040 2 9 Cavities es in framed spaces r n � p e are of �❑ Com lies p ,Requirement will be met. 4 '" #. used to deliver air from or return air to ;❑Does Not [ME781z the conditioning system unless they �❑ Not Obsery I ab e: � contain an air duct insert which is insulated in accordance with Section ;❑Not Applicable 0403.2.9.1 and constructed and woo -sealed in accordance with the , , requirements of Section C403.2.9.2 i ; appropriate for the duct materials - used. LL C403.2.9Air distribution systems are sized and i❑Complies ;Requirement will be met. 5 designed in accordance with i1lDoes Not [ME76]2recognized engineering standards. '❑Not Observable! Refer to section details. ;❑Not Applicable ; C403 2 9 ;Air -handling units not installed in ;❑Complies Exception: Requirement does not apply. 6 attics of commercial buildings. ;❑Does Not [ME771z '❑Not Observable ; _ ❑Not Applicable C403.2.4,,` Fault detection and diagnostics ;❑Complies "Requirement will be met. 7 `- A installed with air-cooled unitary DX '❑Does Not [ME1131z � units having economizers. ;❑Not Observable: C403.4.4.' --f, Multiple zone VAV systems with DDC ❑Complies ; Exception: Requirement does not apply. ❑Not Applicable 0408,2 2 ;Air system balancing accomplished in ❑Complies ; Requirement will be met. 1 . la manner to first minimize throttling ;❑Does Not 3 IME531 ;losses, then for fans with fan system POW er greater than 1 hp, fan speeds :[:]Not Observable ; shall be adjusted to meet design flow ;❑Not Applicable ; conditions. Balancing procedures shall be in accordance with NEBB ; Procedural Standards, the AABC, i National Standards, or equivalent procedures. C403.2.6.: Demand control ventilation provided ❑Complies ; Exception: Requirement does not apply. - 1 ;for spaces >500 ft2 and >25 ;❑Does Not [ME59]1 people/1000 ft2 occupant density and :served Observable,' by systems with air side :❑Not :economizer, auto modulating outside ;❑Not Applicable air damper control, or design airflow I>3,000 cfm. C403.2.6 Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. 2 has automatic contaminant detection :❑Does Not [ME11511 and capacity to stage or modulate Mans to 50% or less of design capacity. ;❑Not Observable: —![]Not Applicable ; C403.2.7 Exhaust air energy recovery on ❑Complies i Exception: Requirement does not apply. [ME57]1 ;systems meeting Table C403.2.7(1) ❑Does Not and 0403.2.7(2). _]Not Observable ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with ;❑Complies Exception: Requirement does not apply. [ME116]3 4 replacement air and conditioned '❑Does Not supply air limitations, and satisfy hood ❑Not Observable rating requirements and maximum Mgqexhaust rate criteria. "❑Not Applicable C403.3 ;Air economizers provided where bComplies Requirement will be met. [ME62]1 required, meet the requirements for ;❑Does Not design capacity, control signal, ventilation controls, high -limit shut-off„❑Not Observable; 'integrated economizer control, and ;❑Not Applicable provide a means to relieve excess outside air during operation. ; 1 High Impact (Tier 1) 2” Medium Impact (Tier 2) 3 ' Low Impact (Tier 3) 1 1 High Impact (Tier 1) 2:- Medium Impact (Tier 2) A3 ]Low Impact (Tier 3) . Section 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) F-3 ] Low Impact (Tier 3) > Project Title: Charter -Sanford Report date: 07/06/18 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Tot Page 5 of 12 Project Title: Charter - Sanford Report date: 07/06/18 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & To% 'Pae 6 12 Project Title: Charter - Sanford Report date: 07/06/18 P "Mechanical Rau h 1 n lns ection 9 P, s Cam Iles.. P Comments Assum tt / ons P 9 of Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Data filename: P:1Ware Malcomb\Charter Spectrum Communications12018\180599 Charter, WP Ball Blvd & Toy Page 7 of 12 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Tot Page 8 of 12 & Re q.ID Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck U 0°LL C403 4 4 Multiple zone VAV systems with DDC ❑Com li es Exception:ti on: Requirement does notapply. woo 6 of individual zone boxes have static ❑Does Not [MEI10] pressure setpoint reset controls. :See the Mechanical systems list for values. Not Observable LL o� :❑Not Applicable N C403.4.4.Multiple zone VAV systems with DDC :❑Complies :Exception: Requirement does not apply. 6 - a of individual zone o e boxes have static ❑Does Not [ME11013 , pressure setpoint reset controls. See the Mechanical Systems list for values. '[:]Not Observable ❑Not Applicable W C403.4.4.' --f, Multiple zone VAV systems with DDC ❑Complies ; Exception: Requirement does not apply. 6A of individual zone boxes have static ;❑Does Not [ME1101 A pressure setpoint reset controls. See the Mechanical Systems list for values. '❑Not Observable: ❑Not Applicable C408.2.2.",11,Air outlets and zone terminal devices 1❑Complies Requirement will be met. W 1 jhave means for air balancing. j❑Does Not [ME53]� ; ;❑Not Observable ' _ .,- ❑Not Applicable C403.5,Refrigerated display cases, walk-in ;❑Complies Exception: Requirement does not apply. 0403 5 1 jcoolers or walk-in freezers served by :❑Does Not i Z C4015.2 2 remote compressors and remote [ME12313condensers not located in a ;❑Not Observable condensing unit, have fan -powered ;F -]Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor; - systems that comply with C403.5.2.. ; J W C403 5 3 { Condensing coils installed in cool air ;❑Complies ',Requirement will be met. [ME124] _jstream of another air-conditioning a❑Does Not unit. The condensing coil of one air- 0 _ t conditioning unit shall not be installed ;❑Not Observable: in the cool air stream of another air- ❑Not Applicable ; C� G conditioning unit. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2” Medium Impact (Tier 2) 3 ' Low Impact (Tier 3) 1 1 High Impact (Tier 1) 2:- Medium Impact (Tier 2) A3 ]Low Impact (Tier 3) . 11 High Impact pact (Tier 1) ,2 °Medium Impact (Tier 2) 3 _ Low Impact (Tier 3) 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) F-3 ] Low Impact (Tier 3) > Project Title: Charter -Sanford Report date: 07/06/18 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Tot Page 5 of 12 Project Title: Charter - Sanford Report date: 07/06/18 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & To% 'Pae 6 12 Project Title: Charter - Sanford Report date: 07/06/18 P N co Project Title: Charter - Sanford J Report date: 07/06/18 Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck 9 of Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Data filename: P:1Ware Malcomb\Charter Spectrum Communications12018\180599 Charter, WP Ball Blvd & Toy Page 7 of 12 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Tot Page 8 of 12 Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck ;: } Z Q LL_ O Z W W U Z W O U W H O I— O iY a M M O U Q W 3 O W U O Z W O r- 2 t9 D 0 M W M J J a a 0 } Z a w t= V) M O W Z O n W J N Z O fN Z W 0 W J Q U N �w O W U Z W 0 W U W CL W Y Q H J J Q N N z O N Z W X. 0 LAJ z i— oD O U J Q W 3 2 z W M W W r - a W U X W Y O 3 W O } Z a Z O n W N D W m O Z J J Q N 0 Z a M M O U J - Q W 3 O r - O O U C Z Q } F ir W Q_ O it CL W 2 W Q N Z 0 a U U W 0- V) Z Q D i sV 0 402C C4 tz G IJ! J �O 0 O M to o w H IN , W r_4 3 bn Z .J1 n oLri cu j ti tt M . bb ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright ©2018 V \ \CENgF.%� G No.62620 G O� *o STA ����1�N111111111U\\\\\� PA / PM: 0 DRAWN BY: G > ~ J N co m Y U 0°LL woo LL o� N PA / PM: 0 DRAWN BY: KH JOB NO.: MIAIB-6041-00 Y W W U Z Q J W 0 C� G 0 U Q U Z Q W LL V) U < w . W CW G o a �0: a 0 O ILL. U W O O in co N o_p oa OO W N N M N r` 0 � 0 PA / PM: R. LETIECQ DRAWN BY: KH JOB NO.: MIAIB-6041-00 SHEET m 0 N MOm3 n N m rn 3 v 0 1 M O �C O t U N J L� O L O C d m _O C a� U C 3 O H -p M M i N 0 L U rn rn in 0 eo OD O N 1-11 U) C O O V 'c 7 E E O U E i U al a (Al a� a r E O _U O N O / IL ti n - 'sec a F'nal / Ins ectlon' p +Com lies ,. P - _ ants Assam j Ylans - J e c - a om Iles p - Comments Assam t' ` - 1 p Ions G 03.3 y1 Furnished O&M manuals 3 ,. _ � ua s for HVAC ❑ m . Co plies :Requirement uirement will be met. q C408 2 5:.y systems within 90 days of system , ;❑Does Not 3acceptance. [F181s ;❑Not Observable; !❑Does Not ❑Not Applicable C403.2.4. -A Minimum one humidity control device ;❑Complies ;Requirement will be met. 2.4 --"per installed ;❑Does Not [F]15613 ' humidification/dehumidification '❑Not Observable ; Controls prevent simultaneous operation of ❑Not Applicable ; Nsystem. humidification and dehumidification i equipment. C403.2.4 Each zone equipped with setback ;❑Complies C403 2 4 Minimum one humidity control device ;❑Complies Requirement will be met. 2.4 per installed ❑Does Not [F15613 `-:humidification/dehumidification :❑Not Observable : ;system: Controls prevent ❑Not Applicable simultaneous operation of ; _ humidification and dehumidification 1the building owner or rep for HVAC systems serving zones with total `❑Not equipment. ,_ , 'condition area > 5,000 sgft. Air :[]Not C403-2.41.-.. Minimum one humidity control device ?❑Complies ; Requirement will be met. 2.4 per installed ;❑Does Not [F15613 , humidification/dehumidification ❑Not Observable 'system. Controls prevent simultaneous operation of ❑Not Applicable humidification and dehumidification - equipment. ; C403 2 4 hour occupant override, 10 -hour C403 2 1 HVAC systems and equipment design ;❑Complies Requirement will be met. [1`15013 21 loads calculated in accordance with :[]Does Not HANSI/ASHRAE/ACCA Standard 183 or : DACCA Manual N or by an approved I❑Not Observable: equivalent computational procedure. ❑Not Applicable ; Design loads shall be attached to the [F14113 ;❑Not 'code compliance form submitted to , v �' the building department when the ' building is permitted or, in the event 2 3controls. ;❑Does the mechanical permit is obtained ata IF1411;❑Not later time, the sizing calculation shall {❑Not Applicable be submitted with the application for ;Requirement will be met. the mechanical permit. ; C403 2 2 'a HVAC systems and equipment ❑Complies !Requirement will be met. [F12713capacity does not exceed calculated ;❑Does Not loads. ;❑Not Observable; 3 ❑Not Applicable C403 2.4.--1 Heating and cooling to each zone is ;❑Complies Requirement will be met. 1 ex A, controlled by a thermostat control. ;❑Does Not [F147] Minimum one humidity control device ❑Not Applicable F per installed :❑Not Observable: humidification/dehumidification I❑Not Applicable system. Observable: C403.2.4.',',-)' Heating and cooling to each zone is I❑Complies ; Requirement will be met. 1 . controlled by a thermostat control. ;❑Does Not [F14713 Minimum one humidity control device Not ;per installed ❑Not Observable: humidification/dehumidification ,❑Not Applicable ; system. 3 ensure proper operation. :❑Does C403 2 4 .:= Heating and cooling to each zone is '❑Complies 'Requirement will be met. 1:= controlled by a thermostat control. :F -]Does Not [FI47[3 Minimum one humidity control device ',F -]Not Applicable per installed []Not Observable: ❑Not Applicable humidification/dehumidification system. E Additional Comments/Assumptions: $eCtion 3' - - # ' � 1 al_ Ins eCtlOn p c - a om Iles p - Comments Assam t' ` - 1 p Ions R J N M C403.2.4.---.1, controls have a 5 'F ;❑Complies ;Requirement will be met. 12 � deadband. !❑Does Not 1F138133', ❑Not Observable �0 :[:]Not Applicable C403.2. A Temperature controls have setpoint ;❑Complies ; Requirement will be met. 1 3 ioverlap restrictions. ❑Does Not Who ,❑Not Observable i ❑Not Applicable C403.2.4 Each zone equipped with setback ;❑Complies ; Requirement will be met. . 2 rcontrols using automatic time clock or ;❑Does Not [F13913 programmable control system. ❑Not Observable: ;❑Not Applicable C408.2.2 Construction documents require that a ;❑Complies Exception: Buildings with cooling or heating system [F15413> written balance report be provided to ❑Does Not capacities of 15 tons or less per system may be tested and 1the building owner or rep for HVAC systems serving zones with total `❑Not +balanced by a mechanical contractor licensed to design and Observable ; install ,_ , 'condition area > 5,000 sgft. Air :[]Not such system(s). Applicable ; distribution systems shall be tested, adjusted, and balanced by a licensed : a engineer or certified company. ; C403.2.4 ,Automatic Controls: Setback to 55'F :❑Complies ;Requirement will be met. 2 1 - (heat) and 85'F (cool); 7 -day clock, 2- :❑Does Not C403 2 4 hour occupant override, 10 -hour 2 2 Abackup '❑Not Observable: [FI4013 ;❑Not Applicable : ' C403.2.4.'.-. Systems include optimum start '❑Complies Requirement will be met. 2.31�­,','controls. ❑Does Not [F14113 ;❑Not Observable: , v �' ❑Not Applicable 0403 2 4 j Systems include optimum start ;❑Complies Requirement will be met. 2 3controls. ;❑Does Not IF1411;❑Not Observable: {❑Not Applicable 6403 2.4 ,Systems include optimum start ;❑Complies ;Requirement will be met. 2 3 controls. ❑Does Not [F14113 . ;❑Not Observable ; t❑Not Applicable C408.2.1 ;Commissioning plan developed by l❑Complies 'Requirement will be met. [F128]1 :registered design professional or :❑Does Not !approved agency. - I❑Not Observable: Z ❑Not Applicable C408.2.3. I HVAC equipment has been tested to i❑Complies ',Requirement will be met.. 1 ;ensure proper operation. ❑Does Not [FI3111 ;❑Not Observable: ;❑Not Applicable C408.2.3 ; HVAC control systems have been []Complies Requirement will be met. 2 !tested to ensure proper operation, :❑Does Not [FI10]1 calibration and adjustment of controls. 1. ;❑Not Observable ❑Not Applicable C408.2.3. ; Economizers have been tested to ;❑Complies ; Requirement will be met. 3 ensure proper operation. :❑Does Not [F13211 ; ❑Not Observable: ❑Not Applicable CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT I I High Impact (Tier l) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 11 High Impact (Tier 1) 2 ]Medium Impact (Tier 2) 3 Low Impact (Tier 3) 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Reportort date: 07/06118 Dts filename: PW filename: lcomb CharterSPa SpectrumCommunications\2 8\180599 Charter WPB II Blvd & Toy Page 9 f 12 Data PW r alcomb Charter Spectrum Communicati ns 2018 180599 Charter, WP Ball Blvd & Toy Page 10 of 12 .Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Toy Page 11 of 12 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd &Tot Page 12 of 12 Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck r } Z ¢ O Z W M W U Z W O U W O I. - w O FX CL M M O U J Q W Q 3 L` O w U O Z W O 1- c� O c M W M J J Q ca J a N Z O N Z W D W J Q U N O W U Z W 0 W U W (X a W Y H J J Q x N N Z O N Z W C3 Z W H H m O U J Q W I- Q 3 x Z W M W W W a W U X W Y IY O 3 W 2 F- O } Z Q Z O n W N D W M F- O Z J J Q 2 N 0 Z Q M M O U J Q W 3 O x c� a O U Z Q } H !L' W 0- 0 cr CL W S W tY Q N Z O E_- U ti U W (L V) Z Q 0 U) $ec Ion G � - J N M J _. :Final Ins echo _ n _ f_ _. ._ �. Com Iles._:.. - - .. y.= . _ _ _ . mments Assam dons._ 1� �0 aLLo & =Re 1 D i Who C408.2.4 ;Preliminary commissioning report ;❑Complies ',Requirement will be met. 0 [FI2911 !completed and certified by registered :❑Does Not N 11M ;design professional or approved ❑Not Observable 0 ;agency. t❑Not Applicable ; J C408.2.5._,J, Furnished HVAC as -built drawings ;❑Complies :Requirement will be met. T, 0 co o m Cq 1 submitted within 90 days of system ❑Does Not V IN [F17j3 acceptance. Observable: rn r-] Z ' o ++ , v �' o .- L0 O m 3❑Not .--- _ ;❑Not Applicable W C408.2.5. iAn air and/or hydronic system i❑Complies ; Requirement will be met. 3 'balancing report is provided for HVAC �❑Does Not U [FI4311 ;systems. ; ❑Not Observable ; - Z i❑Not Applicable C408.2.5. <Final commissioning report due to ;❑Complies :Requirement will be met. 4 building owner within 90 days of 1,❑Does Not [F130]1 receipt of certificate of occupancy. ;❑Not Observable:, W ',F -]Not Applicable Additional Comments/Assumptions: ^J^� L.L 0 I I High Impact (Tier l) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 11 High Impact (Tier 1) 2 ]Medium Impact (Tier 2) 3 Low Impact (Tier 3) 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Report date: 07/06/18 Project Title: Charter - Sanford Reportort date: 07/06118 Dts filename: PW filename: lcomb CharterSPa SpectrumCommunications\2 8\180599 Charter WPB II Blvd & Toy Page 9 f 12 Data PW r alcomb Charter Spectrum Communicati ns 2018 180599 Charter, WP Ball Blvd & Toy Page 10 of 12 .Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd & Toy Page 11 of 12 Data filename: P:\Ware Malcomb\Charter Spectrum Communications\2018\180599 Charter, WP Ball Blvd &Tot Page 12 of 12 Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck Center Blvd, Sanford, FL\Mechanical\Comcheck\Comcheck.cck r } Z ¢ O Z W M W U Z W O U W O I. - w O FX CL M M O U J Q W Q 3 L` O w U O Z W O 1- c� O c M W M J J Q ca J a N Z O N Z W D W J Q U N O W U Z W 0 W U W (X a W Y H J J Q x N N Z O N Z W C3 Z W H H m O U J Q W I- Q 3 x Z W M W W W a W U X W Y IY O 3 W 2 F- O } Z Q Z O n W N D W M F- O Z J J Q 2 N 0 Z Q M M O U J Q W 3 O x c� a O U Z Q } H !L' W 0- 0 cr CL W S W tY Q N Z O E_- U ti U W (L V) Z Q 0 ACT175 ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright ©2018 X��1111111111 ` .SON �� .•''•GEN•~• F ��� No.62620 G s r /11 S(TATT • '04 -S I ••••NN•••' ky /ONALIIENG� 1111 U) DRAWN BY: G � ~ ti J N M J O � 1� �0 aLLo i Who 0 O N 11M Vf 0 O 0 J T, 0 co o m Cq oA V IN b�A [~ u bo rn r-] Z ' o ++ , v �' o .- L0 O m ACT175 ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright ©2018 X��1111111111 ` .SON �� .•''•GEN•~• F ��� No.62620 G s r /11 S(TATT • '04 -S I ••••NN•••' ky /ONALIIENG� 1111 PA / PM: U) DRAWN BY: G � ~ ti J N M J m Y �0 aLLo Who LL a N U) PA / PM: U) DRAWN BY: KH JOB NO.: MIA18-6041-00 Y W 0! W U Z W ^J^� L.L 0 G �O�1 V J U_J Z W N UWWF Q tn t- X �IX oa OfO a U W b,O:3O � N N 1_p 00 _O W N N Q 1 N I 0 0 PA / PM: R. LETIECQ DRAWN BY: KH JOB NO.: MIA18-6041-00 SHEET 0 N MOm4 7 N a N 3 v+ 3 s v N a U c v t V N J W E. c v V) a m a� c U c 3 O m v m a� 0 t U rn rn Lr) 0 ao _m O N U) c O a U .c E O U 3 U aD n. N v t E O _V v N - CAUTION: IF THIS SHEET IS NOT 30x42" IT IS A RFDUCFD PRINT Y 3 } Z - w 0 Z Lu z - - - - - W U _ W O F- 0 o` a m O U W r,� 177'_ _771 (E) 2 15 LJ �� w 4 TONS 0 WEIGHT: 800LBS UNITHT:33" GENERAL NOTES: CURB HT: 12" z W 2 F-- O 1. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SITE ~ INVESTIGATION PRIOR COMMENCEMENT OF WORK, AND SHALL INFORM ARCHITECT OF ANY DISCREPANCY. 0 0 2. COORDINATE DUCT ROUTING WITH EXISTING PIPING, m CONDUITS AND STRUCTURAL MEMBERS. OFFSET AS m REQUIRED. 13 CU 3. EXHAUST OUTLET TO BE MIN. 10 FEET AWAY FROM ALL N 1 BUILDING OPENINGS & OUTSIDE AIR INTAKE. v z 4. IN RETAIL AREA, ROUTE SUPPLY DUCT BETWEEN JOISTS. w U 12 0 } z r ----------i r I� o r --- F;I F7 -T `\ _ SHEET NOTES: 1 \ 8.5 TON \ w WEIGHT1 1400LBS O NEW PACKAGED ROOFTOP UNIT ON 14" ROOF CURB.INSTALL PER w J UNIT HTS 47" MANUFACTURER RECOMMENDATION. COORDINATE ROOF OPENINGS > ( � L — — — CURB HT 14" _ & EXACT UNIT LOCATION WITH LANDLORD & ON SITE PM. w i m 1 I O2 FULL SIZE INTERNALLY INSULATED SUPPLY & RETURN PLENUM DOWN a FROM ROOFTOP UNIT. m NEW THERMOSTAT MOUNTED @ 48" AFF. z i I t PROVIDE DUCT SMOKE DETECTOR IN RETURN DUCT TO SHUT DOWN N UNIT UPON SMOKE DETECTION. 0 z ONEW THERMOSTAT & HUMIDISTAT MOUNTED @ 48" AFF. \ o / OMANUAL VOLUME DAMPER. (TYP) o \ / ui REMOTE WALL MOUNTED TEMPERATURE & HUMIDITY SENSOR, c¢� MOUNTED AT 60" AFF. WIRED TO THERMOSTAT IN BREAKROOM/BOH. N W MIN. 1" UNDERCUT DOOR. o ui NEW WALL MOUNTED FAN COIL, MOUNTED AS HIGH AS POSSIBLE U z BELOW T -BAR CEILING. ROUTE REFRIGERANT PIPING TO CU -1 ON o ROOF. COORDINATE ROUTING IN THE FIELD, SIZE PERLi MANUFACTURER'S RECOMMENDATIONS AND MAINTAIN m RECOMMENDED SERVICE CLEARANCES. SEE PLUMBING DRAWINGS 0 - FOR FOR CONDENSATE PIPING AND TERMINATION LOCATION. Y 10 ADJUST TEMPERATURE SETTING ON VAV DIFFUSER WITH ON-SITE PM J PRIOR TO FINAL. J MECHANICAL ROOF PLAN SCALE N 1/4"=1'-0" 11 CEWNG EXHAUST FAN WITH FLEXIBLE CONNECTION & BACKDRAFT DAMPER. o 12 NEW REFRIGERANT PIPING SHOWN FOR REFERENCE ONLY, z bi COORDINATE ROUTING IN FIELD WITH ON SITE PM. SIZE PER MANUFACTURER'S RECOMMENDATIONS. w 13 COOLING ONLY CONDENSING UNIT MOUNTED ON PATE RAIL ON I.-_ ROOF. COORDINATE INSTALLATION AND LOCATION OF UNIT WITH ON SITE PM. ao 14 8"0 EXHAUST DUCT UP & TERMINATE WITH ROOF CAP. MIN. 10 FEET O U AWAY FROM ANY BUILDING OPENING & OUTSIDE AIR INTAKE. FIELD Q VERIFY EXACT ROUTING & LOCATION. _ w 15 EXISTING PACKAGED ROOFTOP UNIT TO REMAIN. FIELD VERIFY 3 _ , : EXACT LOCATION. SECURED. STC(TYP,)I RG-1 6, 0 10867516 EXISTING INSULATED SUPPLY & RETURN AIR PLENUM TO REMAIN. 12"x12" FI VERIFY EXACT SIZE & LOC ION. ELD AT2D5 12"x12" 12"x12 Li O 8"0 EX 17 HAUST ROOF CAP. MIN. 10 FEET AWAY FROM ANY BUILDING w 1 10"01 OPENING & OUTSIDE AIR INTAKE. FIELD VERIFY EXACT ROUTING & LOCATION. ¢ #_7_27 ' SD -2 = rn } l .: - _ 18 -P.O.C. -CONNECT NEW SUPPLY/RETURN DUCT TO EXISTING PLENUM. 0° -..775— CASH-OUT75, I T I V SD -1=>_ SD -1 FIELD VERIFY EXACT LOCATION, SIZE & ROUTING. a 109 10"0 r .12„0 ! T TU- 310 4 cwt v 00 :. 19 ROUTE DUCT THROUGH OPEN WEB JOIST. FIELD VERIFY EXACT w 10"0 SD -11 SDA ROUTING & LOCATION. PROVIDE TRANSITION AS NEEDED. Y _ 12"0 I - I 310 310 a= ! 16 12' 0I u 250 IULTI-PURPOSE 1 "B Z4 B CARTS C14 04 110 107 0 � O Z (TY 6l 12"x12' o I 12'x12 R 10" SD -3 10"0 i . / N 10 250 I != 1$ , D SD -1 10"0 10"0 711'6) (TYP-) m t-- 240 DEMOLITION NOTE: z SD -1 RETAIL 250 SD -1 100 J (TYP. 6 400 1. MECHANICAL N CONTRACTOR TO COORDINATE WITH ONSITE PM REGARDING DEMOLITION AND REMOVAL OF ALL z =- I EXISTING UNUSED HVAC EQUIPMENT. ¢ m I SD -1 2. DEMOLISH AND REMOVE ALL UNUSED DUCTWORK AND CAP o 310z o AS NECESSARY. v r a SD -1 4 BREAK I I 10"0 SD -1 10"0 SD -1 W i 250 2 106 co I ; 310 310 I o Eic" 20'1x20" �.16.,2„x1„2"x12” 12"x12" 10� 0` c� 1 ( U I 10±� SD -1 z I 6"0 I 100 I 400 ¢ r; 6„ I 8„0 I Y I.6 �0 w I 14 - a 3^_. O SE 105 R 1 ADA ( r 6"0 RG -1 — — a UNISEX UNIS — w 0 V STIBUL W — — S RTU�1 7 m ¢ N z 0 P U v Lu a N Z N C.� Z Qf MECHANICAL FLOOR PLAN SCALE N 1/4"=11'-O" _ ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 °SON <....... .<C`'����ii •��GENSF• No.62620 -o ST 11111 Y o4) G � � 0 co 0 m v y F+�1 c f/f CA M < C U as _J ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 °SON <....... .<C`'����ii •��GENSF• No.62620 -o ST 11111 Y DRAWN BY: G � � 0 co m O M CA M < -O U m U � w 0' v Cn�LLLLo rn U o Z... � W a� o 5 � � to t�. A co Cf) ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 °SON <....... .<C`'����ii •��GENSF• No.62620 -o ST 11111 PA / PM: Y DRAWN BY: G � � co m < -O U m Cn�LLLLo a N PA / PM: Y DRAWN BY: KH JOB NO.: MIA18-6041-00 W z QW o ^J L.L J Q U z Q U W U)L N � Q N F W LLJ moa � m ao o w U w O N O co Ln m m Lu 0 C14 0 04 ¢ M n Q i N O I 01 1 PA / PM: R. LETIECO DRAWN BY: KH JOB NO.: MIA18-6041-00 SHEET O M2. 1N 'C rn 3 -v ` (6 / d U .E 0 V a� J w v 0 c 0 V) -d m a� c Q) U C 3 0 m a m a U rn rn L0 0 m 00 0 N c 0 0 'E E E 0 U V (D U) a� 0 t 0 V 0 aD 0 / 1 CAUTION: IF THIS SHEET IS NOT 30"`x42'" IT IS A REDUCED PRINT DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES RECTANGULAR DUCTS MAXIMUIV MAXIMUM SIZE STEEL i E ALUMINUM (INCHES) (MINIMUM THICKNESS, NOMINAL) ROD (MINIMUM THICKNESS, NOMINAL) THROUGH 12 0.022 INCH (26 GAGE, GALV.) ONE 12 GA. 0.020 INCH (NO. 24 B&S GAGE) - 13 THROUGH 30 0.028 INCH (24 GAGE, GALV.) 12' 0.025 INCH (NO. 22 B&S GAGE) 31 THROUGH 54 0.034 INCH (22 GAGE, GALV.) bo 0.032 INCH (NO. 20 B&S GAGE) 55 THROUGH 84 0.040 INCH (20 GAGE, GALV.) 1" X 22 GA. 0.040 INCH (NO. 18 B&S GAGE) OVER 84 0.052 INCH (18 GAGE, GALV.) v 0.051 INCH (NO. 16 B&S GAGE) ROUND DUCTS 12' TWO 10 GA. SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS STEEL STEEL STEEL MAXIMUM SIZE (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) L (MINIMUM THICKNESS, NOMINAL) THROUGH 12 0.019 INCH (28 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) _ 13 THROUGH 18 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 19 THROUGH 28 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 29 THROUGH 36 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 37 THROUGH 52 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) EXHAUST ROOF CAP 7 SHEET METAL GAGES 4 NOT TO SCALE NOT TO SCALE OUTSIDE AIR HOOD ROOFTOP UNIT AS SCHEDULED SECURE TO STRUCTURE AIR & WATERTIGHT PENETRATION, TYP. 1 1/2"X1 1/2"X16 GAGE MOUNT FAN FROM STRUCTURE R DIAGONAL BRACE ABOVE WITH THREADED ODS. FLASHING & COUNTER FLASHING CD SEE PLUMBING RT BY G.C. SECURE TO STRUCTURE BUILT UP ROOF ROOF UP OVER CURB FLEXIBLE as° CONNECTION ... 1 1/2"x1 1/2"x16 GAGE EXHAUST DUCT . . DIAGONAL BRACE FACTORY ROOF CURB :'.. 4 ° ROOF STRUCTURE STRUCTURE REINFORCEMENT PROVIDE NEOPRENE ISOLATOR PADS CONDENSATE DRAIN REFER TO PLUMBING REFER TO MECH PLAN FOR DUCT SIZES, DRAWINGS TYP ANGLE MOUNTING GRILLE FURNISHED BRACKET FURNISHED WITH FAN WITH FAN SMOKE DETECTOR IN RETURN AIR DUCT NOT USED 110 ROOFTOP UNIT 6 CEILING EXHAUST FAN 3 NOT TO SCALE NOT TO SCALE NOT TO SCALE SECURE UNIT TO PATE RAIL SLEEPERS REFRIGERANT GAUGE CONNECTION BACK -SEATED GALV. SHEET METAL _ r REFRIGERANT VALVE WFATHER COVER. `''S" BY G.C. ANCHORED'Cj�'ST.RUCTUfZE.: `-.: • -;:: REFRIG. PIPING ,4!.•:.. ,.: _ CURBED ROOF OPENING BY G.C.4ROOF LINE - I #10 SHEET `t - ::.:.:-.•'- METAL SCREW REFRIGERANT SUCTION G ATAi;YiD PATE RAIL SLEPEJ LINE WITH INSULATION G.C. TO SEAL PENETRATION PIPE CLAMP TYP. SEE STRUCTURaL.ACzS::.:.. s., `' = . ' ..vi.:~:.: ��-:.':' *:,�'.:•'•-.. ,;' WITH FOAM AS REQUIRED: _ h REFRIGERANT LIQUID SIGHT GLASS WITH MOISTURE LINE INDICATOR CONDUIT - POWER AND GALVANIZED STEEL BRACKET CONTROL a., LAG SCREW. 2" LONG FILTER -DRYER PATE RAIL SLEEPER. NOTE: SECURED TO ROOF COORDINATE MOUNTING METHODS, AND LOCATION WITH LANDLORD'S ONSITE REP PRIOR TO INSTALLATION. REFRIG. LINE THRU ROOF 9 NOT TO SCALE ROOF MOUNT CONDENSING UNIT n Z NOT TO SCALE THESE TWO HANGERS ARE FOR DUCTS 25" & LARGER THIS HANGER IS FOR DUCTS 24„ DIA (MAY BE USED ON SMALLER DUCTS) &SMALLER . METAL STRAPS, THREADED RODS, DUCT HANGER, AND 318” DIA. ROD OR 1/4" BOLT. NUT & MFRPROVIDED MOUNTING BRACKET PANEL & EQUIPMENT SUPPORT CAN BE ATTACHED TO BEAM. DO 1"X16GA. HANGER STRAP STAR WASHER (TYP) M8 BOLTS. INSTALL M8 BOLTS - 2 ON EACH SIDE NOT ATTACH TO METAL DECKING. (TYP) 3/8"BOLT,NUT & @ 6" O.C. SECURE UNIT INTO BRACKET PANEL. 1"X16 GA HANGER , MAX.6" REFER TO MFR. INSTALLATION MANUAL FOR STRAP STAR WASHER EXACT INSTRUCTION. NUT & LOCKNUT 2" MAX 2" WIDE METAL STRAPS ACOUSTICAL FLEXIBLE DUCT • MAX T-0" LONG (E)CEILING NOTES: POWER & REFRIGERANT PIPING CONNECTION, DUCTLESS CONCEALED BEHIND WALUSOFFIT 1. REFER TO FAN COIL UNIT 1-1/8"X12 GA SPLIT 1"X16 GA CONTINUOS HANGER � 1"X16 GA CONTINUOS SPECIFICATIONS FOR 6" AX.SUPPLY AIR DUCT RING COLLAR AROUND STRAP (TYP). EACH STRAP ADJACENT COLLAR DRAWN TIGHT HANGER SPACINGS. DUCT TO ONE ANOTHER AT HANGER LOCATION (TYP.) AROUND DUCT 2. ATTACHMENTS TOING elf", 4 PROVIDE 2X4 BLOCK SECURE TO 45 ° ROUND DUCT HANGER OVERHEAD STRUCTURE BETWEEN X4 BLOCKING ABOVE D STRSHALL BE MADE IN • 1"X16" GA. 3/8"DIA. ROD 2"X2"X1/8" ACCORDANCE WITH HANGER OR 1"X16 GA ANGLE TOP STRUCTURAL ENGINEERS CONDENSATE DRAIN LINE (BY � /STRAP(TYP HANGER STRAP & BOTTOM REQUIREMENTS AND MAX LOAD Wp o 50 LBS PLUMBING CONTRACTOR) „ MAX 0WEIGHT LIMITATIONS. ALL R SHT METAL ATTACHMENT METHODS SCREWS TO STRUCTURE SHALL BE (TYP.) . SUBMITTED TO OPPOSED BLADE DAMPER TRAP 6" MIN. 1"X18 GA STRUCTURAL ENGINEER DUCTLESS FAN COIL ��— OVER DUCT FOR REVIEW � NOTE: 0" MAk—1 (TYP.)1" & OVER TRIM J 1. DUCTLESS FAN COIL MAXIMUM LOAD 45- 50 POUNDS, CONSIDERED OVAURECTANGULAR DUCT HANGER ANGLE (TYP) NON-STRUCTURAL COMPONENTS CEILING DIFFU, F=R OPERATOR CEILING SLOT NOTES: IN LIEU OF ABOVE DETAIL METAL PLENUM MAY BE USED TO CONNECT THE BRANCH DUCT TO THE DIFFUSERS. ELBOW R/D01.5 MINIMUM HANGER SIZES FOR ROUND DUCT DIA. MAXIMUIV WIRE > i E IN SPACING DIA. ROD STRAP 6-10 12' ONE 12 GA. 1/4" 1" X 22 GA. 11-18 12' TWO 12 GA. bo U o OR 1/4" 1" X 22 GA. w n ONE 8 GA. v N x 19-24 12' TWO 10 GA. 1 /4" 1" X 22 GA. CALCULATION IS NOT REQUIRED Q SINGLE HANGER MAX LOAD PER ASCE 7-5 CH13.1.4 EXEMPTIONS. - w ' STRAP WIRE OR ROD 1" X 22 GA. - 260 LBS (12 GA.) 0.106" 80 LBS 1"X 20 GA. - 260 LBS (10 GA.) 0.135" 80 LBS 1" X 18 GA. - 420 LBS 0.162" 160 LBS (E)FLOOR 1" X 16 GA. - 700 LBS 1/4" 270 LBS 1-1/2" X 16 GA. 1100 LBS 3/8" 680 LBS Y } z Q 0 z W m W U z W 0 U W 0 O it a m 0 U J Q W Of Q 3 O W U I.- 0 z W m 0 H x c� 0 m m W m J J Q N } U z Q 0- z z Q Li m 0 Li z 0 n W ui it m J J Q 2 N 0 z Q z 0 z Li 0 0 W J Q U V) O` 0 Lu U z Li 0 W U W a Li Y Q J J Q N z V) z Li 0 z W m m 0 U J Q W 3 z W w W 0' 0 Q m CL W U X W Y 3 m w O } z ¢ z 0 0 w (n D Li m 0 z J J Q x N 0 z m M 0 U J Q w Q 0 a. 1— c� O U 0 z Q } t- o` W Q_ 0 O` 0 - Li w w or N z 0 Q U U W a N . 0 z Q cn 0 z Q 0= D W N Li m H o0 Q \o v > i E 0 N co U L co0 O co .0 a� N 0 O •d c Q J ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copydght@2018 ` ollIIIIII11/lo,��i'' ms's No.62620 t A F L__ L = * ; -o STATE OF - OX %'-!Ft OR 10.40. BONAL Iu t 111 Q \o G > � ti J N co co0 O co rr J •d Q � O U0°� bo U o b w n N v N x bo z � rn N bo � 5 two co ed P. �io '% L s� ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copydght@2018 ` ollIIIIII11/lo,��i'' ms's No.62620 t A F L__ L = * ; -o STATE OF - OX %'-!Ft OR 10.40. BONAL Iu t 111 -z V --- Q IN G > � ti J N co m rr J 0 Q � O U0°� who n �LL -z V --- Q IN KH PA / PM: Y DRAWN BY: KH JOB NO.: MIA18-6041-00 rr Q w vJ J �w Q W o 0 J Q U_ z Q U �w YN W � c Q N ~ G w w 0 o w a ot a 0 0 w U w &\Z) N ICON C:) co 00 S O W N N Q M n Q N 0 0 PA / PM: R. LETIECO DRAWN BY: KH JOB NO.: MIA18-6041-00 SHEET M6m 1 c-0. 0 N to N v m C 3 v 0 W O sF 0 0 N t N .Q a . U a E N a v 0 i v a - - a n v c 0 s c U) a� U) D / LIGHTING FIXTURE SCHEDULE GENERAL NOTES TYPE MANUFACTURER 1 CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS 9 INSTALL ALL WALL MOUNTED POWER, TELEPHONE AND DATA OUTLETS AT +15" A.F.F. TO BOTTOM ABOVE FINISHED FLOOR WORK NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE EATON COOPER METALUX 24SR-LD2-48-C-UNV-L835-CD1-U OF THE BOX, UNLESS OTHERWISE NOTED. INSTALL ALL LIGHTING CONTROL SWITCHES, FIRE LED 49W REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS COPPER ALARM PULLSTATIONS, AND WALL TELEPHONE JACKS AT +48" A.F.F. TO TOP OF THE BOX, UNLESS ME SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED SAME AS TYPE 'M', ONLY WITH 90 -MIN EMERGENCY BATTERY BACKUP (1400 LUMENS). OTHERWISE NOTED. UNV 120-277V TO THE FOLLOWING: RELOCATE MS EATON COOPER METALUX 24SR-LD2-48-C-UNV-L835-CD1-U A. 2014 NATIONAL ELECTRICAL CODE (NEC) 10 CONDUCTOR PENETRATION OF FIRE RATED PORTIONS OF A STRUCTURE SHALL BE EFFECTIVELY PROVIDE WITH COMPATIBLE SURFACE MOUNT KIT COOPER #SK -24 -WT. B. 2017 FLORIDA BUILDING CODE GROUND FAULT INTERRUPTER SEALED AND SLEEVED WITH STEEL FLEX 3 FEET EACH SIDE OF THE PENETRATION, OR OTHER SAME AS TYPE'MS', ONLY WITH 90 -MIN EMERGENCY BATTERY BACKUP (1400 LUMENS). C. 2017 FLORIDA MECHANICAL CODE UNV 120-277V APPLIED METHODS. ® D. 2017 FLORIDA PLUMBING CODE EATON COOPER LIGHTING 22SR-LD2-29-C-UNV-L835-CD1-U 2x2 LAY -IN RECESSED LED TROFFER, WITH 0-10V DIMMING ELECTRONIC DRIVER. LED 30W E. 2017 FLORIDA FIRE CODE 11 RECESSED LIGHT FIXTURES INSTALLED WHERE THERE ARE INSULATION IS REQUIRED TO BE I.C. POLE - F. 2017 FLORIDA ENERGY CONSERVATION CODE SAME AS TYPE'M1', ONLY WITH 90 -MIN EMERGENCY BATTERY BACKUP (1400 LUMENS). RATED. ALL LIGHT SWITCHES NOT WITHIN SIGHT OF THE LUMINAIRES SHALL BE EQUIPPED WITH A UNV 120-277V G. LOCAL UTILITY COMPANIES ® PILOT LIGHT, EVEN IF NOT SHOWN IN THE DRAWINGS. CONTRACTOR TO PROVIDE ALL REQUIRED EMERGI-LITE LXN SERIES H. ANY OTHER LOCAL CODES, ORDINANCES AND JURISDICTIONS LED <5.4W SEISMIC SUPPORT WIRES FOR THE LIGHTING FIXTURES. PENDANT FIXTURES SHALL BE PROVIDED PROVIDE WITH DUAL -FACING AND CHEVRONS AS REQUIRED PER PLANS. NOTES 1. GENERAL CONTRACTOR TO PURCHASE ALL LIGHTING EQUIPMENT THROUGH CLIENT VENDOR (LEAD TIME: 3-4 WEEKS): WITH SEISMIC SUPPORT WIRES SO AS NOT TO HIT ANYTHING ON A 45 DEGREE SWING AND AS 2 ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE 2. ELECTRICAL CONTRACTOR TO INSTALL ALL FIXTURES AND CONTROLS. REQUIRED NY THE AHJ. 6. ALL EMERGENCY/NIGHT LIGHT ARE TO BE WIRED AHEAD OF LOCAL SWITCHING AND LIGHTING CONTROL PANEL TO PROVIDE UNINTERRUPTED POWER. OF WEATHERPROOF CONSTRUCTION. 8. VERIFY ALL FIXTURE QUANTITIES, SPECS, OPTIONS AND CONTROL REQUIREMENTS FOR ALL FIXTURES WITH CHARTER AND FRAZIER PRIOR TO BID AND PURCHASE VD VOLTAGE DROP VFD 12 ALL EQUIPMENT SHALL BE UL LISTED AND SHALL BE INSTALLED AS PER THEIR LISTINGS. 3 ALL SINGLE AND GANGED PLATES SHALL BE THERMOPLASTIC AND SHALL MATCH THE DEVICE IN SUBSCRIPT; LOCATED NEXT TO THE DEVICE MEANS 42"AFF TO CENTER OF DEVICE INSTALLATION INSTRUCTION FOR ALL UL LISTED EQUIPMENT SHALL BE MADE AVAILABLE TO THE PANELBOARD SURFACE OR FLUSH MOUNTED. SIZE, VOLTAGE, TYPE AS PER PLANS. COLOR. COORDINATE DEVICE COLOR WITH THE ARCHITECT PRIOR TO INSTALLATION. GANG FO BUILDING INSPECTOR AT THE TIME OF INSPECTION. ALL DEVICES AND EQUIPMENT INSTALLED 0 . DEVICES AT GROUP LOCATIONS UNDER A SINGLE COVER PLATE. AQQ OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALL FIRE ALARM STROBE LIGHT, +90" AFF. TO TOP OF THE LENS_ xx' INDICATES CANDELA RATING. 'OC RECEPTACLES SHALL COMPLY WITH THE LATEST EDITION OF THE N.E.C., EVEN IF NOT 4 THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF 0 SPECIFICALLY IDENTIFIED IN THE DRAWINGS (GFCI, AFCI, TAMPER RESISTANT, HOSPITAL GRADE, THE ARCHITECTURAL DETAIL OR SPECIFICS OF ELECTRICAL CONSTRUCTION. TAKE ALL ETC.) DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. PRIOR TO ROUGH -IN, CONTRACTOR TO REVIEW ALL SUBMITTALS OF EQUIPMENT PROVIDED BY OTHER TRADE AND MAKE NECESSARY 13 STRUCTURAL STEEL FIREPROOFING THAT WERE DAMAGED DURING CONSTRUCTION SHALL BE ADJUSTMENTS. PATCHED AND REPAIRED BY THIS CONTRACTOR. - 5 ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24" OF 14 NO FLEXIBLE CONDUIT IS PERMITTED IN DEMISING WALLS. FLEXIBLE CONDUIT IS PERMITTED FOR WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE SHORT, FINAL CONNECTIONS ONLY (6-0" OR LESS). STRUCTURE. O 15 EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL OR IN RIGHT ANGLES TO 6 COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THIS CONTRACT WITH THE THE BUILDING STRUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN CEILING SPACE OR WALL ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CAVITY. CURRENT AND SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT. FUSES FOR OTHER "NON -INRUSH" LOADS SHALL BE FAST ACTING. ALL FUSES 16 CABLE TYPES AC AND NM CABLES ARE NOT ACCEPTABLE. TYPE MC CABLE, ELECTRIC METALLIC Z SHALL BE CURRENT LIMITING CLASS RK5 OR CLASS L UNLESS OTHERWISE NOTED. TUBING (EMT) AND RIGID GALVANIZED CONDUIT ARE PERMITTED. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 17 ALL ELECTRICAL PANELS TO BE UL LABELED WITH BOLT ON TYPE CIRCUIT BREAKERS. ELECTRICAL 7 GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND TOGETHER ALL PANELS MAY NOT BE RECESSED IN DEMISING PARTITIONS. SURFACE MOUNT OF FUR OUT WALL TO EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN ACCORDANCE ACHIEVE FLUSH FINISH APPEARANCE. PANELS SHALL BE MOUNTED ON PLYWOOD BACKER BOARD. WITH NEC ARTICLE 250. BONDING OF ALL INTERIOR METAL PIPING SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 AS 18 7 DAY, 24 HOUR TIME CLOCK IS REQUIRED TO CONTROL STOREFRONT ENTRY LIGHTS, SHOW FOLLOWS: WINDOW LIGHTS, SHOW WINDOW RECEPTACLES AND STOREFRONT SIGNAGE. ILLUMINATED STOREFRONT SIGNS MUST REMAIN LIT DURING ALL MALL BUSINESS HOURS. A. ALL INTERIOR METAL WATER PIPING SHALL BE BONDED TO ONE OR MORE GROUNDING �Q LL ELECTRODES USED. THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE 19 CONTRACTOR IS REQUIRED TO MAKE A FIELD SURVEY OF THE EXISTING ELECTRICAL SERVICE TO 250. ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. ANY/ B. INTERIOR METAL PIPING THAT MAY BECOME ENERGIZED (i.e. GAS PIPING, ETC.), SHALL BE W ALL MODIFICATIONS OR UPGRADES NEEDED ARE SUBJECT TO LANDLORD'S PRIOR APPROVAL, AND BONDED TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING JUMPER SHALL BE WILL BE COMPLETED BY TENANT/ TENANTS GC, AT TENANT'S SOLE EXPENSE. SIZED IN ACCORDANCE WITH NEC ARTICLE 250, USING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE THE PIPING SYSTEM. 20 COORDINATE ALL CONCRETE TRENCHING/ CORING TO ENSURE THAT ANY UNDER SLAB UTILITIES, C. INTERIOR METAL PIPING SYSTEM SEPARATED BY A PLUMBING EQUIPMENT (I.E. METER, ETC., ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE TO BE REPAIRED AT TENANT WATER HEATER) SHALL BE PROVIDED WITH A BONDING JUMPER SIZED PER NEC ARTICLE 250. ALL W EXPENSE. PRIOR APPROVAL AND COORDINATION WITH PROPERTY MANAGEMENT IS REQUIRED GROUNDING ELECTRODE INSTALLED IN THE BUILDING (SINGLE OR MULTIPLE SERVICES) SHALL BE FOR ALL CONCRETE CUTTING. BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE SYSTEM 21 PROVIDE UPSIZED CONDUCTORS TO COMPENSATE FOR VOLTAGE DROP, FOR 12A LOAD, 120V 8 DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL DEVICES IN EXISTING CEILINGS AND WALLS CIRCUIT: USE #10 FOR 76'-125' RUN, USE #8 FOR 126'-175' RUN, USE #6 FOR 176'-225' RUN. WHICH ARE REQUIRED TO BE DEMOLISHED, WHETHER SHOWN OR NOT. MAINTAIN CIRCUITS TO ALL REMAINING DEVICES. LIGHTING FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER DESCRIPTION LAMP VOLTS NOTES ABOVE FINISHED FLOOR O _ EATON COOPER METALUX 24SR-LD2-48-C-UNV-L835-CD1-U 2x4 LAY -IN RECESSED LED TROFFER, WITH 0-10V DIMMING ELECTRONIC DRIVER. LED 49W UNV 120-277V COPPER EM ME EATON COOPER METALUX 24SR-LD2-48-C-UNV-EL14-L835-CD1-U SAME AS TYPE 'M', ONLY WITH 90 -MIN EMERGENCY BATTERY BACKUP (1400 LUMENS). LED 49W UNV 120-277V (RL) RELOCATE MS EATON COOPER METALUX 24SR-LD2-48-C-UNV-L835-CD1-U 2x4 SURFACE -MOUNTED LED TROFFER, WITH 0-10V DIMMING ELECTRONIC DRIVER. LED 49W UNV 120-277V PROVIDE WITH COMPATIBLE SURFACE MOUNT KIT COOPER #SK -24 -WT. MEW EM GROUND FAULT INTERRUPTER EATON COOPER METALUX 24SR-LD2-48-C-UNV-EL14-L835-CD1-U SAME AS TYPE'MS', ONLY WITH 90 -MIN EMERGENCY BATTERY BACKUP (1400 LUMENS). LED 49W UNV 120-277V PROVIDE WITH COMPATIBLE SURFACE MOUNT KIT COOPER #SK -24 -WT. ® M1 EATON COOPER LIGHTING 22SR-LD2-29-C-UNV-L835-CD1-U 2x2 LAY -IN RECESSED LED TROFFER, WITH 0-10V DIMMING ELECTRONIC DRIVER. LED 30W UNV 120-277V NIGHTLIGHT, "ON" 24/7 EM POLE - EATON COOPER LIGHTING 22SR-LD2-29-C-UNV-EL14-L835-CD1-U SAME AS TYPE'M1', ONLY WITH 90 -MIN EMERGENCY BATTERY BACKUP (1400 LUMENS). LED 30W UNV 120-277V PFB ® O EMERGI-LITE LXN SERIES EDGELIT EXIT SIGN. MIN. 90 -MIN. EMERGENCY BATTERY BACKUP POWER. LED <5.4W UNV 120-277V PROVIDE WITH DUAL -FACING AND CHEVRONS AS REQUIRED PER PLANS. NOTES 1. GENERAL CONTRACTOR TO PURCHASE ALL LIGHTING EQUIPMENT THROUGH CLIENT VENDOR (LEAD TIME: 3-4 WEEKS): FRAZIER SERVICE COMPANY CONTACT: JODY BISHOP (770)455-8340 2. ELECTRICAL CONTRACTOR TO INSTALL ALL FIXTURES AND CONTROLS. 3. LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE TRIMS, BALLASTS, MOUNTING EQUIPMENT, FITTINGS AND LAMPS AS REQUIRED BY THE SPECIFICATIONS AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION. THIS IS NOT A STANDALONE SCHEDULE AND FIXTURES MUST INCORPORATE ALL WORK INDICATED OR IMPLIED THROUGHOUT THE DRAWINGS AND SPECIFICATIONS. 4. SUBSTITUTIONS EQUAL OR SUPERIOR TO MAY BE ALLOWED ON A PROJECT -TO -PROJECT BASIS. SUBMIT ALL SUBSTITUTIONS BY SPECIFICATIONS FOR OWNER, ARCHITECT, AND ENGINEER REVIEW. 5. ALL FINISHES AS PER ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR MOUNTING INFORMATION. 6. ALL EMERGENCY/NIGHT LIGHT ARE TO BE WIRED AHEAD OF LOCAL SWITCHING AND LIGHTING CONTROL PANEL TO PROVIDE UNINTERRUPTED POWER. 7. FIXTURES WITH EMERGENCY BALLAST ARE DESIGNATED WITH EITHER "EM" OR "EM/NL" TAG ON LIGHTING PLAN. PROVIDE ADDITIONAL UNSWITCHED CONNECTION TO EMERGENCY BALLAST IF EMERGENCY FIXTURE SHALL BE SWITCHED. NIGHT LIGHT FIXTURES OR "NL" SHALL NOT BE SWITCHED. 8. VERIFY ALL FIXTURE QUANTITIES, SPECS, OPTIONS AND CONTROL REQUIREMENTS FOR ALL FIXTURES WITH CHARTER AND FRAZIER PRIOR TO BID AND PURCHASE - DEMOLITION NOTES 1 WHERE REMOVAL OF AN EXISTING WORK (I.E., OUTLET, CONDUIT, WIRING ETC.) WILL RESULT IN LOSS OF CIRCUIT CONTINUITY, THE REMAINING ISOLATED PORTIONS OF THE CIRCUIT SHALL BE RECONNECTED TO THE NEAREST AVAILABLE AND APPROPRIATE EXISTING OUTLETS. 2 WHERE EXISTING WIRING OR EQUIPMENT IS TO BE ABANDONED, IT SHALL BE REMOVED AND THIS WORK SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING: A. REMOVE WIRES AND CABLES B. REMOVE AND RELOCATE LIGHTING FIXTURES C. REMOVE DEVICES AND EQUIPMENT D. REMOVE EXPOSED CONDUITS E. CUT OFF & CAP ABANDONED CONDUIT; STUBS SHALL NOT EXTEND ABOVE FLOOR F. REMOVE OTHER ITEMS NOT INCLUDED IN ITEMS (A) THRU (D) 3 WHERE EXISTING WIRING, DEVICES AND EQUIPMENT ARE REMOVED, SUCH ITEMS SHALL NOT BE RE -USED UNLESS SPECIFICALLY DIRECTED AND APPROVED BY OWNER. 4 REFER TO DEMOLITION NOTES ON ARCHITECTURAL DRAWINGS, REGARDING EXISTING LIGHT FIXTURES. 5 REROUTE ALL CONDUITS THAT ARE TO REMAIN IN SERVICE AND WHICH CONFLICT WITH EQUIPMENT INSTALLATION. 6 WHEREVER EXISTING ELECTRICAL DEVICES, CONDUITS, CABLES, OR OTHER ITEMS CONFLICT WITH REMODEL WORK, WHETHER SHOWN OR NOT, RELOCATE THESE ITEMS. 7 PATCH AND PAINT TO MATCH EXISTING, IN ALL AREAS AFFECTED BY REMOVAL OF ELECTRICAL EQUIPMENT AND DEVICES. 8 DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL DEVICES IN EXISTING CEILINGS AND WALLS WHICH ARE REQUIRED TO BE DEMOLISHED, WHETHER SHOWN OR NOT. MAINTAIN CIRCUITS TO ALL REMAINING DEVICES. ABBREVIATION SYMBOL DESCRIPTION A AMPERE AIC AMPERE INTERRUPTING CAPACITY AFF ABOVE FINISHED FLOOR AWG AMERICAN WIRE GAUGE C CONDUIT CU COPPER D ONE WAY DISTANCE OF FEEDER/BRANCH CIRCUIT (E) EXISTING (R) REMOVE, DEMO (RL) RELOCATE EF EXHAUST FAN EM EMERGENCY GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPTER G,GND GROUND ISC SHORT CIRCUIT CURRENT MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NEC NATIONAL ELECTRICAL CODE NL NIGHTLIGHT, "ON" 24/7 P POLE - PH PHASE PROVIDE FURNISH, INSTALL, CONNECT PFB PROVISION FOR FUTURE BREAKER PFM PROVISION FOR FUTURE METER RMC RIGID METAL CONDUIT S.A.D.- SEE ARCHITECTURAL DRAWINGS S.M.D. SEE MECHANICAL DRAWINGS S.P.D. SEE PLUMBING DRAWINGS U.N.O. U.O.N. UNLESS NOTED OTHERWISE V VOLTS VA VOLT AMPERE VD VOLTAGE DROP VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF +42 SUBSCRIPT; LOCATED NEXT TO THE DEVICE MEANS 42"AFF TO CENTER OF DEVICE CAUTION: IF THIS SHEET IS NOT 30""x42" IT IS A REDUCED PRINT LEGEND SYMBOL DESCRIPTION $ab WALL MOUNTED 1 P, 20A SWITCH AND BOX. LOWER CASE LETTER INDICATES CIRCUIT CONTROLLED BY SWITCH. $ 20A THREE WAY SWITCH AND BOX T HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS. (� DIMMER SWITCH, VA RATING AS SHOWN AND AS REQUIRED 4ab 15A WALL MOUNTED DUAL TECH (U.N.O.) OCCUPANCY OR VACANCY SWITCH SENSOR. LOWER CASE LETTER INDICATES CIRCUIT CONTROLLED BY SWITCH. ELECTRICAL LIGHTING PLAN DUPLEX OR QUAD CONVENIENCE OUTLET: 20AMP, 120V ry� ��II11'' DUPLEX OR QUAD CONVENIENCE OUTLET: 20AMP, 120V ABOVE COUNTER. SEE ARCHITECTURAL ELEVATIONS FOR EXACT HEIGHT. itIq FP2.0 DUPLEX OR QUAD CONVENIENCE OUTLET: 20AMP, 120V, GFCI IF ABOVE COUNTER, SEE ARCHITECTURAL ELEVATIONS FOR EXACT HEIGHT. cd J SIMPLEX RECEPTACLE, NEMA CONFIGURATION AS NOTED. "B" - BLACK. tY SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED. "B" - BLACK. ® FLUSH FLOOR MOUNTED OUTLET BOX WITH DUPLEX RECEPTACLE. 0_0 FLUSH FLUSH CEILING MOUNTED OUTLET BOX WITH DUPLEX OR QUAD RECEPTACLE. "C" INDICATES FLUSH MOUNTED IN CEILING. OO JUNCTION OR OUTLET BOX - MOUNT ABOVE CEILING WITH BLANK COVER. LL FLUSH WALL MOUNTED JUNCTION OR OUTLET BOX WITH BLANK COVER. HEIGHT AS INDICATED. ®J FLUSH FLOOR MOUNTED JUNCTION OR OUTLET BOX WITH BLANK COVER. DATA OUTLET DEVICE BOX. PROVIDE 3/4" CONDUIT INTO CEILING SPACE. PROVIDE ELBOW, BUSHING AND PULL STRING. - TELEPHONE OUTLET DEVICE BOX. PROVIDE 3/4" CONDUIT INTO CEILING SPACE. PROVIDE ELBOW, BUSHING AND PULL STRING. DATA(TELEPHONE COMBINATION OUTLET DEVICE BOX. PROVIDE 1" CONDUIT INTO CEILING SPACE. PROVIDE ELBOW, BUSHING AND PULL STRING. ® FLUSH FLOOR MOUNTED DATA/TELEPHONE COMBINATION OUTLET DEVICE BOX. PROVIDE 1" CONDUIT INTO CEILING SPACE. ® CEILING MOUNTED DATA/TELEPHONE COMBINATION OUTLET DEVICE BOX. COMBINATION DATA/TELEPHONE OUTLET, CEILING MOUNTED (IN ACCESSIBLE CEILING) WITH FLEXIBLE CONNECTION TO PRE -WIRED FURNITURE SYSTEM. Q , COMBINATION DATAITELEPHONE OUTLET, FLUSH FLOOR MOUNTED WITH FLEXIBLE CONNECTION TO PRE -WIRED FURNITURE SYSTEM. WALL MOUNTED COMBINATION DATA/TELEPHONE OUTLET WITH FLEXIBLE CONNECTION TO PRE -WIRED FURNITURE SYSTEM. I [] SINGLE COAX JACK, WALL -MOUNTED. .>~o�� SINGLE COAX JACK, CEILING -MOUNTED (IN ACCESSIBLE CEILING). 4-9--a' SINGLE COAX JACK, FLUSH FLOOR MOUNTED (IN ACCESSIBLE CEILING). NON-FUSED DISCONNECT SWITCH. FUSED DISCONNECT SWITCH WITH DUAL ELEMENT FUSES PER EQUIPMENT NAME PLATE RATING. ® MAGNETIC MOTOR STARTER. b4 'u COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH. S1 MOTOR OUTLET AND FLEX CONNECTION TO MOTOR. HOMERUN TO PANEL INDICATING CIRCUIT NUMBERS. ALL WIRING SHALL BE #12 AWG WITH GROUND WIRE IN 3/4" U.O.N. CONSULT VOLTAGE DROP TABLE FOR MAXIMUM DISTANCE. 0 0 CIRCUIT BREAKER o SWITCH & FUSE GROUNDING ELECTRODE SYSTEM: LIFER, GROUND ROD, U.G. WATER PIPE, STRUCTURAL STEEL. ED TRANSFORMER WITH REQUIRED GROUNDING. SIZE, VOLTAGE, TYPE AS PER PLANS. PANELBOARD SURFACE OR FLUSH MOUNTED. SIZE, VOLTAGE, TYPE AS PER PLANS. FO FIRE ALARM CONTROL PANEL, TOP OF PANEL AT +6-0" A.F.F. 0 . FIRE ALARM MANUAL PULL STATION, +48" AFF. TO TOP OF OPERABLE HANDLE, LION. AQQ FIRE ALARM HORN, MOUNTED AT +90" AFF. TO TOP OF DEVICE, LION. FIRE ALARM STROBE LIGHT, +90" AFF. TO TOP OF THE LENS_ xx' INDICATES CANDELA RATING. 'OC FIRE ALARM HORN/STROBE COMBINATION, +90" AFF. TO TOP OF THE LENS, LION. "w, INDICATES CANDELA RATING. HVAC SMOKE DUCT DETECTOR, S.M.D. 0 LINE -VOLTAGE THERMOSTAT, S.M.D. SHEET INDEX DWG NO. DRAWING TITLE E0.1 ELECTRICAL GENERAL INFORMATION E0.2 ELECTRICAL SPECIFICATIONS E0.3 ELECTRICAL SINGLE -LINE DIAGRAM & PANEL SCHEDULES E1.0 ELECTRICAL POWER PLAN E2.0 ELECTRICAL LIGHTING PLAN E3.0 ELECTRICAL LIGHTING COMPLIANCE FORMS FP1.0 FIRE ALARM DEVICE GUIDANCE PLAN FP2.0 FIRE SPRINKLER DEVICE LOCATION z 0 z w m W U z w 0 U W x 0 0 x CL m 0 U J w 3 LL_ 0 W U I= 0 z w 0 f - f -- 0 D 0 of m w m J J Q 0 z w En m 0 w 2 z 0 m w t J b cn z 0 (N z w 0 0 W J U V) oc LLJ0 w U z W 0 w U w x a W Y J J x V) cn z 0 N z w 0 z W I.- t: m 0 U J w ¢ 3 x z W m W W W a w U x W Y o` 0 3 Of W 2 0 z z 0 0 W N D W m H 0 z J J N 0 z m m 0 U J W 3 0 c� a 0 U 0 z ¢ W 0- 0 d' a w 2 W a a N z 0 U �L_ U W a V) ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright ©2018 ��\\11111111►////// ON'i����� `� V .• �GENgF '• � i No. 6262 �*o • STATE OF : =�. S/0 /4NAui\► R. LETIECQ 0 c Uca i 1,4 0 E Qy' O 5 F -I11,02 V y C W 0 Q la tz cd J ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright ©2018 ��\\11111111►////// ON'i����� `� V .• �GENgF '• � i No. 6262 �*o • STATE OF : =�. S/0 /4NAui\► R. LETIECQ DRAWN BY: AD JOB NO.: ti J 0 J m Y 0o m Q � O tz LL tY 0 � 1, U � LL (/)o Q � N zap � .>~o�� 0) o 2.4 _ 4-1•� 't C) to R, • b4 'u S1 ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright ©2018 ��\\11111111►////// ON'i����� `� V .• �GENgF '• � i No. 6262 �*o • STATE OF : =�. S/0 /4NAui\► PA / PM: R. LETIECQ DRAWN BY: AD JOB NO.: ti J N M J m Y J Q � O LL tY 0 LL (/)o Q � N PA / PM: R. LETIECQ DRAWN BY: AD JOB NO.: MIA18-6041-00 Y tY Q w Z _O . LL O Z w �Q LL W W Q U U)� w Q N ~ U w W W o a W a o Cl U- 0 w I\D N 5 O N 00 0 0 Lu N N Q M Q i N 0 0 PA / PM: R. LETIECQ DRAWN BY: AD JOB NO.: MIA18-6041-00 SHEET EOS'l c rn 3 N O w 1-11a U U O W J L� v 0 c O U). v m 2 c U c 3 O v m 0 m aD 0 U rn CD LO 0 DO O rn c O 0 U c E E O U E v a� a In a� O s U E 0 U a N a a PART 1 GENERAL 1.01 SCOPE OF WORK MATERIAL APPROVAL &FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENCE AND SERVICES GENERAL REQUIRED AND NECESSARY TO COMPLETE THE WORK H N T Q SHOWN O HE DRAWINGS AND/OR SPECIFIED HEREIN. ALSO INCLUDE ALL OTHER WORK AND A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH COMPLETE, AND READY FOR OPERATION. 1.02 REGULATORY REQUIREMENT THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. A.CODE COMPLIANCE IS MANDATORY. NOTHING O G I N THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. WHERE THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL c COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE 1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA). BASIC ELECTRICAL MATERIALS 2. NFPA #70: NATIONAL ELECTRIC CODE (NEC). SUBMITTING BID. 3. NFPA #101: LIFE SAFETY CODE. A. CONDUITS AND RACEWAYS 4. STATE FIRE MARSHAL C.ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL 5. LOCAL UTILITY COMPANIES 1. RIGID STEEL: HOT -DIPPED GALVANIZED. LANDLORD REQUIREMENTS 1.03 LICENSE, FEES, AND PERMITS 2. INTERMEDIATE METAL - E M T L CONDUIT (IMC): HOT DIPPED GALVANIZED. A.ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER. SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. 1.04 SAFETY AND INDEMNITY D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER A. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND 4. RIGID NON METALLIC CONDUIT (PVC SCHEDULE 40) - PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. NO ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, IS INTENDED TO INCLUDE 5. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.05 DRAWINGS AND SPECIFICATIONS 6. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS A. ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOWN ANYWHERE UNDER THIS SECTION. INSTALLATION SHALL MEET SEISMIC 4 REQUIREMENTS. THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS OF THE F. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. JOB. CONSULT ALL OTHER DRAWINGS IN PREPARATION OF THE BID._ EXTRA LENGTHS OF WIRING OR ADDITION OF PULL OR JUNCTION BOXES, ETC., NECESSITATE BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID. 1.06 CONDITIONS AT SITE B. WIRES AND CABLES A. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, REQUIREMENTS. ELECTRICAL INSTALLATION SHALL COMPLY WITH APPLICABLE CODES AS LISTED IN CONSTRUCTION DOCUMENTS. ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL 1. FOR POWER AND LIGHTING SYSTEM BOON OR LESS: SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE 1.A. FOR WIRE SIZES #8 AND SMALLER: USE INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V, FOR BUILDING WIRING OR VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND WIRING METHODS LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY - FIXTURES. FOR WIRE SIZE #6 AND LARGER: USE T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33+ OR PLYMOUTH "SLIPKNOT GREY" TAPE CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY THE CODE. A. INSTALL ALL WIRING IN RACEWAY, OR USE MC CABLE WHERE APPROVED BY ALL APPLICABLE CODES AND REGULATIONS AND ONLY IF IT MEETS. THE ELECTRICAL CONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. NO EXTRA PAYMENT WILL BE INSULATION. ALLOWED FOR WORK REQUIRED BECAUSE OF THIS CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT. 1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS 1.13. CONDUCTOR: MINIMUM SIZE #12 AWG. ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK. 1.08 SUBMITTALS i. #12 AND #10 AWG SOLID OR STRANDED COPPER. A. SUBMITTALS, UNLESS OTHERWISE NOTED, SHALL BE A SINGLE PACKAGE OF SIX (6) COPIES SUBMITTED TO OWNER FOR REVIEW. WORK SHALL NOT 2. WET LOCATIONS: RIGID STEEL OR IMC ONLY. COMMENCE UNLESS SUBMITTALS HAVE BEEN APPROVED. ii. #8 AWG AND LARGER SHALL BE STRANDED COPPER. B. SUBMIT CUTSHEETS, MATERIAL DATA, AND SHOP DRAWINGS, AS NOTED BELOW. FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT. 3. LOCATIONS SUBJECT TO MECHANICAL INJURY: RIGID STEEL OR IMC ONLY. SUBMITTALS REQUIRED AS FOLLOWS: 1.A. INSULATION TYPE: 1. BASIC ELECTRICAL MATERIALS INCLUDING BUT IS NOT LIMITED TO: 4. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC OR RIGID STEEL CONDUIT. A.) WIRING DEVICES - RECEPTACLES, SWITCHES, FACEPLATES i. #12 TO #1 AWG: THWN-2 FOR WET OR UNDERGROUND AND THHN FOR DRY LOCATIONS. B.) WIRES, CONNECTORS, TAPES, SPLICES, TERMINATIONS, AND ACCESSORIES 5. UNDERGROUND: USE RIGID STEEL AT LAST TRANSITION TO ABOVE GROUND. C.)RACEWAYS AND ACCESSORIES ii. #1/0 THROUGH #4/0 AWG: XHHW-2 (55 MILS). D.)DEVICE IDENTIFICATION B. THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT. ` 2. ELECTRICAL EQUIPMENT iii. #250 MCM AND LARGER: XHHW-2 (65 MILS). A.)POWER DISTRIBUTION EQUIPMENT - PANELBOARDS, SWITCHBOARDS, SWITCHGEAR, DISCONNECT SWITCHES, CIRCUIT BREAKERS, C. USE OF RIGID NON METALLIC CONDUIT IS LIMITED TO OUTDOOR, UNDERGROUND UP TO THE LAST PULLBOX PRIOR TO ENTERING OR TRANSITIONING TO TRANSFORMERS, GENERATORS, INVERTERS, UPS, POWER DISTRIBUTION UNITS, ETC. iv. GROUNDING WIRE: THWN-2. B.) SERVICE ENTRANCE EQUIPMENT - BUS DUCT, TERMINATION CANS, METERED SWITCHBOARDS, ETC. ABOVE GROUND. TRANSITION SHALL BE TAPED WRAPPED RIGID STEEL CONDUIT. C.)SUPPORTS (SEISMIC & STRUCTURAL) v. METAL CLAD (MC) CABLES 3. LIGHTING A.)LIGHT FIXTURES AND SUPPORT DEVICES I. CONDUCTORS ARE MADE FROM CLASS B COPPER. SIZES 14AWG, 12 AWG AND 10 AWG MAY BE EITHER SOLID OR STRANDED, 8AWG AND LARGER B.) LAMPS AND BALLASTS - INCLUDE BALLASTS CERTIFICATION. BALLAST SHALL HAVE LOCAL DISCONNECTS. INSTALLATION OF CONDUITS C.)POLES ARE STRANDED. THE CONDUCTORS ARE CONSTRUCTED WITH THHN/THWN OR XHHW-2 INSULATION RATED FOR 900C DRY OR WET AT 600 VOLTS D.)CONTROLS - OCCUPANCY SENSORS, PHOTOCELL, LIGHTING CONTACTORS, LIGHTING CONTROL PANELS, DIMMERS, ETC. A.GENERAL: E.) FIXTURE AND ASSEMBLY WATTAGES MAX. A COPPER GROUNDING CONDUCTOR IS CABLED WITH THE PHASE CONDUCTORS. THE GROUND CONDUCTOR HAS A GREEN INSULATION. AN C. SUBMIT COMPLETE TEST REPORTS AND ANALYSIS FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER TESTING. 1. RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. GENERAL USE OF CONDUIT: D. SUBMIT VERIFIED PUNCHLIST TWO (2) WEEKS AFTER ISSUANCE DATE. INDICATE PUNCHLIST ITEMS THAT HAVE BEEN COMPLETED BY CONTRACTOR. INTERLOCKED ALUMINUM ARMOR IS HELICALLY FORMED AROUND THE CONDUCTOR. ASSEMBLY AND IS 45% LIGHTER THAN STEEL MC CABLE. INCLUDE DATE FOR REPUNCH. 1.09 SUBSTITUTIONS A.ONE OR MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP, FINISH, AND b.) EMT - ABOVE EIGHT FEET OF FINISHED FLOOR, CONCEALED DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL OR BETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED 2. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: PERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY c.) PVC - UNDERGROUND. ARCHITECT, ENGINEER, AND OWNER. A.)SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, B.) CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND ARCHITECT, AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED. CONNECTIONS TO EQUIPMENT C.CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI SUBSTITUTION FORM INCLUDE THE COMPARISON FOR OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. FOLLOWING: A.GENERAL 1. ELECTRICAL RATING 2. FINISHES 1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT IDENTIFIED IN THE CONTRACT DOCUMENTS. 3. SPARE PARTS C. OUTLET BOXES, JUNCTION AND PULLBOXES 4. PERFORMANCE DATA INSTALL ALL ROUGH -IN WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT. 5. COSTS ANDS SCHEDULE DULE 1. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. D.A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST FORM ASSURING THAT: 1. HE HAS VERIFIED DIMENSIONS WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER TRADES. SUBSTITUTION DOES NOT AFFECT 2. UNDERGROUND AND SITE JUNCTION BOXES, HANDHOLES, AND MANHOLES DIMENSIONS SHOWN ON DRAWINGS. INSTALLATION OF WIRES 2. HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING RE -DESIGN, RE-ENGINEERING AND REVIEW OF SUBSTITUTION. A.)SHALL BE MADE UP OF PRECAST CONCRETE WITH TRAFFIC RATED STEEL COVERS. EXTENSIONS SHALL BE PROVIDED AS NECESSARY TO MAIN ONLY ONE (1) ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED. REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. REQUIRED COVERAGE FOR DUCT BANKS. 3. HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION SCHEDULE, OR B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHEN REQUIRED SHALL BE MADE IN SPECIFIED WARRANTY REQUIREMENTS. B.) PROVIDE 10"X 17' (MIN) FOR PULLBOXES, 36"X60" (MIN) FOR HANDHOLES, AND 6'X8'X6' (MIN) MANHOLES. 4. HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED SUBSTITUTION. HANDHOLES, PULL BOXES. E. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF THE SUBSTITUTION IS PERMITTED. F. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE. OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. 1.10 COORDINATION A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND CONNECTION FOR EQUIPMENT FURNISHED OTHERWISE NOTED ACCEPTABLE MANUFACTURERS ARE SQUARE D OR APPROVED EQUAL. ELECTRICAL EQUIPMENT ARE BASED ON THE A.FOLLO UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND WIRE. WIRE COLOR CODE: CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. FOLLOWING B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #6 AWG. PHASE CONDUCTORS #4 AND LARGER AND CONDUCTORS OF ANY SIZE IN FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL 1. PANELBOARDS - SQUARE D NF AND NQOD COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING 2. POWER DITRIBUTION BOARDS - SQUARE D, I LINE A.ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER VOLTA 1. VOLTA GES 120/208V (277/480V) TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, A.) CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF SUPPORTS, ETC. 1.12 ACCEPTANCE AND DEMONSTRATION COLD -ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT A. UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR THE OWNER THE ) PHASE B RED (PURPLE) or USE BUILDING STANDARD COLOR CODING IF EXISTING OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20". FINISH EXPOSED PART WITH ONE B. PROPERLY SET LIGHTING CONTROL PANELS, AUTOMATIC TIME SWITCHES, ETC. TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH C.)PHASE C BLUE (YELLOW) SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO COAT OF PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IF DESIRED. OVERRIDE CONTROLS AND/OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS AND EQUIPMENT DATA B.) BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER A. MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH "AS -BUILT' INFORMATION AS FEEDER AND SERVICE E.) GROUND GREEN (GREEN) - ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED "RED LINE SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AND CONNECTING HARDWARE. AS-BUILTS" DRAWINGS TO THE OWNER. B. SUBMIT TO THE OWNER'S REPRESENTATIVE A SET OF "AS BUILT' DRAWINGS IN VELLUM AND CAD FILE. AS BUILT COMMENTS SHALL BE WRITTEN IN A B. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO -ETCHED METALLIC NAMEPLATE IDENTIFICATION ON OUTSIDE OF EACH LEGIBLE MANNER IN THE SAME STYLE AS THE CONTRACT DOCUMENTS. ALSO SUBMIT THREE COPIES OF DATA SHEETS OR OTHER CURRENT IDENTIFICATION MANUFACTURERS' PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: PANEL SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN MINIMUM 1/8" HIGH LETTERS. EACH PANEL SHALL CONTAIN AMETAL-FRAMED CIRCUIT 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST. A.PROVIDE NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT AND ALL SIMILAR EQUIPMENT AND DEVICES. NAMEPLATES SHALL BE SCREWED (NO 2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. 3. USER'S MANUAL AND OPERATING INSTRUCTIONS. ADHESIVES) ENGRAVED BAKELITE OR PHOTO -ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN MANUFACTURER'S WARRANTY. 1.14 CLEAN-UP MINIMUM 1/4" HIGH LETTERS. ARID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION: 1.15 GUARANTEE SERVICE ENTRANCE EQUIPMENT A.GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATION TO WHICH THE DEVICE IS CONNECTED. - OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHARGE. 1.16 TEMPORARY SERVICES C.EACH PANELBOARD SHALL CONTAIN A METAL -FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. CONDUCTOR COLOR A. PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES. EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS 1S A GENERAL GUIDELINE AND SHALL BE ADJUSTED TO MEET SPECIFIC UTILITIES WHERE SCOPE INCLUDES THE REMOVAL OF EXTERIOR LIGHTING, CONTRACTOR SHALL PROVIDE TEMPORARY EXTERIOR LIGHTING UNTIL THE NEW IDENTIFICATION USED SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD OR SIMILAR DISTRIBUTION EQUIPMENT. EXTERIOR LIGHTING HAS BEEN ACCEPTED BY THE OWNER. TEMPORARY EXTERIOR LIGHTING SHALL COMPLY WITH IESNA STANDARDS FOR SECURITY REQUIREMENTS. LIGHTING. D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE ELECTRONIC UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARDS. USE B. WHERE SCOPE INCLUDES THE DISABLING OF A FIRE ALARM SYSTEM, CONTRACTOR SHALL PROVIDE A FIRE WATCH. FIRE WATCH SHALL COMPLY WITH B. ENCLOSURES, PULL SECTIONS, AND TERMINATIONS SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. NFPA AND LOCAL FIRE MARSHAL REQUIREMENTS. EXCEL FORMAT. C. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR ACCESSIBILITY SHALL BE FROM THE FRONT.: THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON -WALK-IN RAINPROOF. THE FRAMEWORK TEMPORARY POWER AND LIGHTING. RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF w TEMPORARY SERVICE PROVISIONS. CAUTION: IF THIS SHEET IS NOT 30"x42 IT IS A REDUCED PRINT PART 2 PRODUCTS PART 3 EXECUTION 2.01 MATERIAL APPROVAL 3.01 GENERAL A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS N C,e) A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL m SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH s F� CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY 0 THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. Q THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. U0°� c B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE 2.02 BASIC ELECTRICAL MATERIALS SUBMITTING BID. A. CONDUITS AND RACEWAYS C.ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL «�oa 1. RIGID STEEL: HOT -DIPPED GALVANIZED. Q DIRECTION OF THAT PANEL. CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE Q) 2. INTERMEDIATE METAL - E M T L CONDUIT (IMC): HOT DIPPED GALVANIZED. HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER. 3. ELECTRICAL METALLIC TUBING (EMT): ELECTRO -GALVANIZED. +� D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER Q) 4. RIGID NON METALLIC CONDUIT (PVC SCHEDULE 40) - U AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. --LO 5. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC. REQUIRED FOR EQUIPMENT SPECIFIED 5� N Fi i+i 6. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS UNDER THIS SECTION. INSTALLATION SHALL MEET SEISMIC 4 REQUIREMENTS. AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. F. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. G.ELECTRICAL INSTALLATION IN PUBLIC LOCATIONS SHALL BE ACCESSIBLE AND INSTALLATION SHALL COMPLY WITH AMERICAN DISABILITIES ACT (ADA) B. WIRES AND CABLES REQUIREMENTS. ELECTRICAL INSTALLATION SHALL COMPLY WITH APPLICABLE CODES AS LISTED IN CONSTRUCTION DOCUMENTS. 1. FOR POWER AND LIGHTING SYSTEM BOON OR LESS: W 1.A. FOR WIRE SIZES #8 AND SMALLER: USE INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V, FOR BUILDING WIRING OR 3.02 WIRING METHODS - FIXTURES. FOR WIRE SIZE #6 AND LARGER: USE T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33+ OR PLYMOUTH "SLIPKNOT GREY" TAPE A. INSTALL ALL WIRING IN RACEWAY, OR USE MC CABLE WHERE APPROVED BY ALL APPLICABLE CODES AND REGULATIONS AND ONLY IF IT MEETS. INSULATION. z OWNERS/BUILDING STANDARDS AND GUIDELINES. SEE FLOOR PLAN NOTES. CONDUIT SHALL BE RIGID STEEL, IMC OR EMT AS FOLLOWS: 1.13. CONDUCTOR: MINIMUM SIZE #12 AWG. 1. ABOVE GROUND: USE RIGID STEEL, IMC OR EMT_ i. #12 AND #10 AWG SOLID OR STRANDED COPPER. 2. WET LOCATIONS: RIGID STEEL OR IMC ONLY. ii. #8 AWG AND LARGER SHALL BE STRANDED COPPER. 3. LOCATIONS SUBJECT TO MECHANICAL INJURY: RIGID STEEL OR IMC ONLY. 1.A. INSULATION TYPE: 4. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC OR RIGID STEEL CONDUIT. i. #12 TO #1 AWG: THWN-2 FOR WET OR UNDERGROUND AND THHN FOR DRY LOCATIONS. _0 F_ 5. UNDERGROUND: USE RIGID STEEL AT LAST TRANSITION TO ABOVE GROUND. ii. #1/0 THROUGH #4/0 AWG: XHHW-2 (55 MILS). B. THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT. ` iii. #250 MCM AND LARGER: XHHW-2 (65 MILS). C. USE OF RIGID NON METALLIC CONDUIT IS LIMITED TO OUTDOOR, UNDERGROUND UP TO THE LAST PULLBOX PRIOR TO ENTERING OR TRANSITIONING TO Q iv. GROUNDING WIRE: THWN-2. ABOVE GROUND. TRANSITION SHALL BE TAPED WRAPPED RIGID STEEL CONDUIT. v. METAL CLAD (MC) CABLES I. CONDUCTORS ARE MADE FROM CLASS B COPPER. SIZES 14AWG, 12 AWG AND 10 AWG MAY BE EITHER SOLID OR STRANDED, 8AWG AND LARGER 3.03 INSTALLATION OF CONDUITS ARE STRANDED. THE CONDUCTORS ARE CONSTRUCTED WITH THHN/THWN OR XHHW-2 INSULATION RATED FOR 900C DRY OR WET AT 600 VOLTS A.GENERAL: MAX. A COPPER GROUNDING CONDUCTOR IS CABLED WITH THE PHASE CONDUCTORS. THE GROUND CONDUCTOR HAS A GREEN INSULATION. AN 1. RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. GENERAL USE OF CONDUIT: LL INTERLOCKED ALUMINUM ARMOR IS HELICALLY FORMED AROUND THE CONDUCTOR. ASSEMBLY AND IS 45% LIGHTER THAN STEEL MC CABLE. a.) RIGID - INSTALL IN TRAFFIC AREA, EXPOSED, FROM FINISHED FLOOR TO 8 FEET b.) EMT - ABOVE EIGHT FEET OF FINISHED FLOOR, CONCEALED 2. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: c.) PVC - UNDERGROUND. A.)SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. B.) CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND 3.04 CONNECTIONS TO EQUIPMENT U OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. A.GENERAL 1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT IDENTIFIED IN THE CONTRACT DOCUMENTS. C. OUTLET BOXES, JUNCTION AND PULLBOXES W INSTALL ALL ROUGH -IN WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT. 1. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. 2. UNDERGROUND AND SITE JUNCTION BOXES, HANDHOLES, AND MANHOLES 3.05 INSTALLATION OF WIRES A.)SHALL BE MADE UP OF PRECAST CONCRETE WITH TRAFFIC RATED STEEL COVERS. EXTENSIONS SHALL BE PROVIDED AS NECESSARY TO MAIN A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED. REQUIRED COVERAGE FOR DUCT BANKS. B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHEN REQUIRED SHALL BE MADE IN B.) PROVIDE 10"X 17' (MIN) FOR PULLBOXES, 36"X60" (MIN) FOR HANDHOLES, AND 6'X8'X6' (MIN) MANHOLES. HANDHOLES, PULL BOXES. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE. 2.03 DISTRIBUTION BOARDS J OTHERWISE NOTED ACCEPTABLE MANUFACTURERS ARE SQUARE D OR APPROVED EQUAL. ELECTRICAL EQUIPMENT ARE BASED ON THE A.FOLLO . 306 WIRE. WIRE COLOR CODE: FOLLOWING CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #6 AWG. PHASE CONDUCTORS #4 AND LARGER AND CONDUCTORS OF ANY SIZE IN 1. PANELBOARDS - SQUARE D NF AND NQOD Q CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS: 2. POWER DITRIBUTION BOARDS - SQUARE D, I LINE VOLTA 1. VOLTA GES 120/208V (277/480V) A.) CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF A SE A BLACK (BROWN) COLD -ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT ) PHASE B RED (PURPLE) or USE BUILDING STANDARD COLOR CODING IF EXISTING TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20". FINISH EXPOSED PART WITH ONE C.)PHASE C BLUE (YELLOW) COAT OF PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IF DESIRED. L1� D.)NEUTRAL WHITE (GRAY, GREY) B.) BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER E.) GROUND GREEN (GREEN) - SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AND CONNECTING HARDWARE. B. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO -ETCHED METALLIC NAMEPLATE IDENTIFICATION ON OUTSIDE OF EACH 3.07 IDENTIFICATION PANEL SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN MINIMUM 1/8" HIGH LETTERS. EACH PANEL SHALL CONTAIN AMETAL-FRAMED CIRCUIT A.PROVIDE NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT AND ALL SIMILAR EQUIPMENT AND DEVICES. NAMEPLATES SHALL BE SCREWED (NO DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. Uco ADHESIVES) ENGRAVED BAKELITE OR PHOTO -ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN w COMPLETE SHOP DRAWINGS ARE REQUIRED. DIMENSIONS SHALL MATCH FLOOR PLANS AND ELEVATIONS. MINIMUM 1/4" HIGH LETTERS. B. PROVIDE DYMO LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER 2.04 SERVICE ENTRANCE EQUIPMENT N TO WHICH THE DEVICE IS CONNECTED. A. SERVICE ENTRANCE EQUIPMENT ARE SUBJECT TO THE REQUIREMENTS OF THE UTILITY COMPANIES PROVIDING SERVICES TO PROJECT SITE. C.EACH PANELBOARD SHALL CONTAIN A METAL -FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. CONDUCTOR COLOR EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS 1S A GENERAL GUIDELINE AND SHALL BE ADJUSTED TO MEET SPECIFIC UTILITIES IDENTIFICATION USED SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD OR SIMILAR DISTRIBUTION EQUIPMENT. N REQUIREMENTS. D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE ELECTRONIC UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARDS. USE B. ENCLOSURES, PULL SECTIONS, AND TERMINATIONS SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. EXCEL FORMAT. W ACCESSIBILITY SHALL BE FROM THE FRONT.: THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON -WALK-IN RAINPROOF. THE FRAMEWORK w SHALL BE STEEL, SECURED TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. 3.08 GROUNDING ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY. A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH NEC, ARTICLE 250. c09 oa C. THE ENTIRE SERVICE ENTRANCE EQUIPMENT SHALL BE SUITABLE FOR OPERATION AT THE SPECIFIED AVAILABLE FAULT CURRENT. THE EQUIPMENT B. GROUND NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT ENCLOSURES, FRAMES, CONDUCTOR RACEWAYS OR CABLE TRAYS TO SHALL BE LABELED TO INDICATE THE MAXIMUM AVAILABLE FAULT CURRENT RATING, TAKING INTO ACCOUNT THE STRUCTURE, BUSSING, MAIN PROVIDE A LOW IMPEDANCE PATH FOR LINE -TO -GROUND FAULT CURRENT AND TO BAND ALL NON-CURRENT CARRYING METAL PARTS TOGETHER. PROVIDE DISCONNECTS, AND TENANT MAIN DISCONNECTS. a GROUND CONDUCTOR IN EACH RACEWAY SYSTEM IN ADDITION TO CONDUCTORS SHOWN. EQUIPMENT GROUND CONDUCTOR SHALL BE ELECTRICALLY AND D. THE METERING EQUIPMENT THROUGH BUS SHALL BE TIN-PLATED ALUMINUM. THE BUSSING SHALL BE OF SUFFICIENT CROSS-SECTIONAL AREA TO MEET MECHANICALLY CONTINUOUS FROM THE ELECTRICAL CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED. SIZE GROUND CONDUCTORS PER NEC UNLESS UL STANDARD 891 FOR TEMPERATURE RISE. THE THROUGH BUS SHALL EXTEND THE FULL LENGTH OF THE EQUIPMENT AND BE 100% RATED LARGER CONDUCTORS ARE SHOWN ON DRAWINGS. a- THROUGHOUT THE LINE-UP. TAPERED BUS IS NOT ACCEPTABLE. THERE SHALL BE PROVISIONS FOR FUTURE SPLICING OF ADDITIONAL SECTIONS FROM GROUNDING CONDUCTOR C. S SHALL L BE IDENTIFIED WITH GREEN INSULATION. WHERE GREEN INSULATION IS NOT AVAILABLE ON LARGER SIZES, BLACK EITHER END. THE NEUTRAL BUS SHALL ALSO BE 100% RATED. THE GROUND BUS SHALL BE SIZED PER UL STANDARD 891, AND OF THE SAME MATERIAL INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVICE ENCLOSURE. AS THE THROUGH BUS. BUS CONNECTIONS SHALL BE BOLTED WITH GRADE 5 BOLTS AND CONICAL SPRING WASHERS. 3.09 REMODELING WORK E. UTILITY COMPARTMENTS SHALL BE ARRANGED IN HOT SEQUENCE. THE METERING COMPARTMENTS SHALL BE BARRIERED AND COVERS SHALL HAVE A.EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY SEALING PROVISIONS. THE METERING COMPARTMENTS SHALL MEET THE APPLICABLE UTILITIES STANDARDS. THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION. WHERE CONSTRUCTION UC ON CHANGES REQUIRE, OUTLETS AND CONDUIT RUNS SHALL BE U F. THE MAIN DISCONNECT SHALL BE CIRCUIT BREAKER. EQUIPMENT GROUND FAULT SHALL BE PROVIDED WHEN REQUIRED PER THE NATIONAL RELOCATED. EXTEND CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING. ELECTRICAL CODE (NEC), OR WHEN REQUESTED BY THE CUSTOMER. G.METER SOCKETS SHALL BE RING TYPE METER SOCKETS SHALL BE RATED AS NOTED IN THE DRAWINGS. THE METER SOCKET SHALL HAVE PROVISIONS B. WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED, THE CONTRACTOR SHALL CUT AND CAP OR PLUG CONDUIT, AND THE FOR A EUSERC APPROVED TEST BLOCK. THE METER SOCKET SHALL PLUG ON TO A VERTICAL BUS ASSEMBLY ON THE LINE SIDE AND BE CABLED FROM CONDUIT SHALL NOT PROTRUDE ABOVE THE FLOOR. C. WHERE EXISTING CONDUIT IS TO BE ABANDONED, THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED, IN A CRAWL SPACE OR INACCESSIBLE CEILING. THE LOAD SIDE OF THE METER SOCKET TO THE LINE SIDE OF THE TENANT MAIN DISCONNECT. WHERE IT IS IMPOSSIBLE TO REMOVE THE CONDUIT, IT SHALL BE CUT OFF AND CAPPED OR PLUGGED. H. BRANCH DEVICES - CIRCUIT BREAKERS SHALL BE COMMON TRIP FOR SIMULTANEOUS OPENING OF ALL POLES. BREAKERS SHALL HAVE AN D. REMOVE ALL EXISTING WIRING NOT REUSED OR REQUIRED TO MAINTAIN CONTINUITYTO CIRCUITS TO REMAIN. O OVER -CENTER, TRIP -FREE, TOGGLE -TYPE OPERATING MECHANISM WITH QUICK -MAKE, QUICK -BREAK ACTION AND POSITIVE HANDLE INDICATION. E. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 AND SHALL BE RATED FOR THE MAXIMUM VOLTAGE SPECIFIED AND PLASTERING, PAINTING AND/OR OTHER REPAIRS DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE WITH CONTINUOUS CURRENT RATINGS AS NOTED ON THE PLANS. THE CIRCUIT BREAKERS SHALL BE CURRENT LIMITING. co ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. 2.05 DISCONNECT SWITCHES F. FIRESTOP ALL PENETRATIONS. A. SAFETY SWITCHES: HEAVY DUTY TYPE, 480 OR 240V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON-FUSED AS REQUIRED. G.MAINTAIN CIRCUIT CONTINUITY TO AREAS OUTSIDE OF THIS WORK. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED TO MAINTAIN CONTINUITY pp B. PROVIDE FUSE AS SHOWN IN CONSTRUCTION DOCUMENTS. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION. AND MAINTAIN AREA AS EXISTING. C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D OR WESTINGHOUSE. 3.10 ELECTRICAL ACCEPTANCE TESTING O A. PERFORM PHYSICAL AND VISUAL INSPECTION OF ELECTRICAL INSTALLATION. ENSURE THAT ALL WIRES HAVE BEEN TERMINATED, CONNECTIONS TIGHTENED, AND OPENINGS ARE PROTECTED. B. PROVIDE OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY, INCLUDING SHORT-CIRCUIT CALCULATIONS. N N C.PROVIDE ARC -FLASH HAZARD WARNING LABEL AND CALCULATIONS AS REQUIRED BY AHJ AND PER NEC 110.16. D. PERFORM PHASE ROTATION, CONTINUITY TEST, AND PHASE BALANCE 1. VOLTAGE READINGS SHALL BE TAKEN AT VARIOUS TEST POINTS, OR AT THE DISCRETION OF THE AHJ. 2. VOLTAGE, PHASE, AND AMP READINGS SHALL BE TAKEN ON ALL THREE PHASES UNDER LOAD CONDITIONS. 3. VERIFY THAT MOTORS ARE ROTATING IN THE CORRECT DIRECTION. VERIFY THAT EACH PHASE LOAD IS WITHIN 20% OF EACH OTHER. ADJUST AS NECESSARY. E. INSULATION TEST Q I 1. PERFORM MEGGER AND RECORD INSULATION RESISTANCE, 1000 VOLT MEGGER FOR ONE MINUTE. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD. A.) 600V CONDUCTORS SIZE #4/0 AND LARGER 0 0 B.) MCC, SWITCHGEAR, SWITCHBOARD, AND PANELBOARD BUSS BARS - C.) MOTOR AND TRANSFORMER WINDINGS F. TESTING SHALL BE PER NEMA ACCEPTANCE STANDARDS. SUBMIT TEST RESULTS TO ENGINEER. EQUIPMENT THAT HAVE FAILED TESTS SHALL BE REPLACED WITHIN 2 WEEKS AND PRIOR TO PROJECT COMPLETION. END OF SECTION 1 } z w 0 z w W U z w O V Li 0 of 0 a m m O U J ¢ W 3 0 W U 0 z W 0 1- c� D 0 ce m W m J J T rap } z Li 1- U) m O w z 0 0 w w J U) z 0 (N z w 0 LLj 0 w J ¢ U N 0 w U z W 0 w U W a✓ a W Y J J In E z 0 V) z w m- 0 z W H cd 0 U J LO 3 x z w m w w a w U x w Y m 3 w w O } z z 0 0 W (n D w m 0 z J J N 0 z m 0 U J W 3 O 0 a 0 U n z } f - Of W 0- 0 Of 0- W 2 w a✓ N z O a U L� U W a N z ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright@2018 SON `� •.•• �CENSF•.•F No. 6326;,,0 �*p ' STATE OF 0 PCNA L �p``�o ///11111111111 R. LETIECQ DRAWN BY: G O � ti V N C,e) E m C s F� V L O 0 c Q � 0 U0°� c J ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright@2018 SON `� •.•• �CENSF•.•F No. 6326;,,0 �*p ' STATE OF 0 PCNA L �p``�o ///11111111111 R. LETIECQ DRAWN BY: G > � ti 0 N C,e) J m co 0 CD Q � 0 U0°� whoLL b4 U o «�oa Q Q) N °' ~ 3 as °� +� ° Q) U u --LO r-4 C^ 'u 5� N Fi i+i ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright@2018 SON `� •.•• �CENSF•.•F No. 6326;,,0 �*p ' STATE OF 0 PCNA L �p``�o ///11111111111 PA / PM: R. LETIECQ DRAWN BY: G > � ti _j N C,e) J m a 0 Q � 0 U0°� whoLL «�oa N W PA / PM: R. LETIECQ DRAWN BY: KM JOB NO.: MIA18-6041-00 Y W W z _0 F_ Q U_ w LL Q U W J Q L1� Uco Y w N Q www N f. W w c09 oa a a a- 0 o� U Lu N O N co pp oO O 0 w N N Q I N 1 0 0 PA / PM: R. LETIECQ DRAWN BY: KM JOB NO.: MIA18-6041-00 SHEET ao a N E002 N 7 L H CAUTION: R. LETIECQ VOLTAGE 120r2O8V VOLTAGE 1201208V WRE MOUNTING_ SURFACE 4 MOUNTING: SURFACE NOTES-- OTES_(E) PHASE (E)PNL LC1 BUS RATNG- 250A PHASE O Z 3 AICRATNG: 22,OW W M PROVIDE NEW TYPE 1 CONDITION: EXISTING MAIN REQUIREMENT: MLO TYPE Lu H 1 CONDITION_ EXISTING W LOAD BREAKER, U_O_N_ Lu +- ILLY -RATED" ADEQUATE FOR THE MAXIMUM FAULT CURRENT ~i LOAD Q LOAD LOADDESCRiPTION KVA KVA Q CB Z Q Z 0 LOAD KA T :OUND AND NEUTRAL SHALL ONLY BE BONDED AT THE SERVICE a P ZU c 1 E C 1 20 LIGHTING CONTROL PANEL 0.10' A 0.99 LTG -RETAL 4 20 C E 2 3 LO D 1 20 FACP P T LTG - BACK OF HOUSE t 20 C P T 1 20 SPARE 1 E G 1 20 REP STATIDNS 1.44 A 0.50 RECEP- COFFEE 1 20 D E 2 3 E G 1 20 REP STATIONS 1_44 B 0.50 RECEP- 1 20 D E 4 5 E G 1 20 REPSTATIONS 1.44 C 0.50 RECEP-REFRIGERATOR 1 20 D GFI 6 7 E G 1 20 MERCH WALL 0-54 A 0.18 RECEP-TV - BREAKROOM 1 20 G E 8 9 E G 1 20 MERCH WALL 0.54 B 0.18 RECEP- PRINTEWC OPIE R - BREAKROOM 1 20 D 10 11 G 1 20 RECEP - FL_ BOX -APP WALL 0.36 C 0.18 RECEP- PAYMENT KIOSK 1 20 f D 12 13 G 1 20 RECEP- FL_ BOX --AUDIO & FLEX 0.36 A 0.72 RECD- CASH OUT 1 20 G 14 15 G 1 20 RECEP- FL BOX- SQUARETABLE 0:72 B 0.72 RECD- CASH OUT 1 20 G 16 17 G 1 20 RECEP- FL BOX- SQUARETABLE 0.72 C 0.54 RECEP-MULTI-PURPOSE1 f 20 G 18 19 G f 20 RECEP- FL_ BOX- SQUARETABLE 0.72 A 0.36 RECEP-TRANNG 1 20 G 20 21 G 1 20 RECEP - FL. BOX - WIDE TABLE 0.72 B 0.36 RECD -STORAGE 1 201 G 22 23 G 1 20 RECD- FL BOX - WDETABLE U-72 C 0.36 RECEP-CONY: -ROOFTOP 1 20 G 24 25 G 1 20 RECEP- FL_ BOX -SNGLE GREETER & CONS: TAB 0:18 A 6.91 RTU -1 3 60 ML 26 27 G 1 20 RECEP -TV - RETAL 072 B 6.91 - - - ML 28 29 G 1 20 RECEP -TV - REIAL 0-54 C 691 - - - ML 30 31 G t 20 RECEP- CONV -RETAIL 0.18 A 3.12 (E) RTU -2 3 35 M 32 33 G 1 20 APPWALL 0.72 8 3.12 - - - M 34 35 G 1 20 RECE'-SMART SAFE 0.18 C 3.12 - - - M 36 37 G 1 120 1 RECEP - SHOW WINDOW' 0.36 A (E) SPACE TOTAL oa 10.60 KVA 38 39 G 1 20 REC23'- SHOW WINDOW 036 B 0;00 65% (E) SPACE of 0.00 40 41 n 1 120 RECEP-QUE 0.36 C 2.596 (E)'SPACE PROV IE BREAKER W/ GFC3 PROTECTION 42 CONNECTED LOAD_ Q 11.69 LO DEMAND LOAD CALCULATION -ON BREAKER AMPS @ 120/208V,3 PHASE, WARE PHASEA U_ 15.57 KVA DEMAND LOAD EXISTING BREAKER TO REMAIN SUBTOTAL NEC DEMAND FACTOR PHASES b\ 17.01 KVA CONTINUOUS LOAD (C) 0:00 125% 0.00 PHASE D oc) 15.93 KVA DEDICATE LOAD (D) 2.22 100% 222 TOTAL 48.50 KVA GENERAL RECEPTACLE (G) 1620 100% o€1st IOWA & 50% of remaining 13.10 KITCHEN EQUIPMENT (K) 0:00 65% 0.00 NOTES: W W I LARGEST MOTOR LOAD (M) 1 30.08 125% of largest motor bad + 100% remaining 3526 GFt PROV DE BREAKER WI GFCI PROTECTION J TOTAL DEMAND KVA M rI 5058 LO PROVIDE LOCK -ON BREAKER W AMPS @ 120208V, 3 PHASE, 4WRE i I 140.40 E EXISTING BREAKER TO REMAIN c p CAUTION: R. LETIECQ VOLTAGE 120r2O8V ARE: - 4 MOUNTING_ SURFACE NOTES: + (E) PNL LC2 BUS RATING: 250A PHASE 3 AIGRATNG: 22,000 O Z PROVIDE NEW W M As MAN REQUIREMENT_ MLO TYPE 1 CONDITION: EXISTING BREAKER, U -0-N. Lu H q W LOAD LOAD U ILLY -RATED" ADEQUATE FOR THE MAXIMUM FAULT CURRENT ~i Lu U Z O CB LOADDESCRiPTION KVA KVA LOAD DESCRIPTION CB •- qn Q Z 0 P T :OUND AND NEUTRAL SHALL ONLY BE BONDED AT THE SERVICE a P T c 1 E C 1 20 LIGHTING CONTROL PANEL 0.10' A 0.99 LTG -RETAL 4 20 C E 2 3 LO D 1 20 FACP 0-10 B 0.86 LTG - BACK OF HOUSE t 20 C E 4 5 E 1 20 SPARE G 120 SIGNAGE- INTERIOR 1 20 G E 6 7 E 1 20 SPARE A 120 SIGNAGE- EXTERIOR 1 20 C E g 9 E f 20 SPARE B (E) SPACE z Q 10 11 E f 20 SPARE G (E) SPACE 337101cott Street, Santa Clara, CA 95054 12 13 E 1 20 SPARE A t N SPARE 1 20 .• \ F •'• E 14 15 E 1 20 SPARE B � = C = STATE OFLLJ �t SPACE 2 40 E 16 17 E- 1 20 SPARE C SPACE 06 - N E 18 19 E 1 20 SPARE A V) z O SPACE 1 20 E 20 21 E 1 20 SPARE B SPACE 1 20 E 22 23 E 1 20 SPARE G _ - - SPACE - C1N W 24 25 E 1 20 SPARE A W Y SPACE V _j N 26 27 E 1 20 SPARE I B 0.18 RECEP- SERVER 1 20 I`D 28 29 E 1 20 SPARE C 0.18 RECEP-SERVER 1 20 D 30 31 E 1 20 SPARE A 0.18 RECEP­ SERVER 1 20 G 32 33 E G 1 20 RECEP- RESTROOM -0-36 B 0.18 RECEP- DED_ - SERVER 1 20 D E 34 35 D 2 20 EWH-1 100 C 1 0.18 RECEP- DED. SECURITY - SERVER 1 20 D 36 37 D - - - 1.00 A 0.10 CDP 1 20 'M E 38 39 LO D t 20 DUCT SMOKE DETECTOR 0.30 B 1.14 IT ROOM SPLIT SYSTEM 2 15 M E 40 41` M 1 15 EXHAUST FANS 021 C 1.14 - - - M E 42 CONNECTED LOAD. DEMAND LOAD CALCULATION PHASEA 3.57 KVA DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR ZLLI �w PHASE B 3.12 KVA CONTINUOUS LOAD (C) 4-34 125% 5.43 PHASEC 3.91 KVA DEDICATED LOAD (D) 3.12 100% 3.12 . TOTAL oa 10.60 KVA GENERAL RECEPTACLE (G) 0.54 100% of 1st 10WA & 50% of remaining 0.54 KITCHEN EQUIPMENT (K), 0;00 65% tY of 0.00 NOTES_. LARGEST MOTOR LOAD (M) 2.60 1125% of largest motor bad + 100% remaining aO 2.596 GF1 PROV IE BREAKER W/ GFC3 PROTECTION TOTAL DEMAND KVA Q 11.69 LO PROVIDE LOCK -ON BREAKER AMPS @ 120/208V,3 PHASE, WARE U_ 32 d4 E EXISTING BREAKER TO REMAIN CAUTION: W !Y Q N z 0 i= a U U W a N R. LETIECQ DRAWN BY: IF THIS SHEET IS NOT 30"x42" IT IS A Y REDUCED PRINT z Z Q � NOTES O Z - ca O _TAIL W M As L EQUIPMENT ARE NEW, U.N.O. AS EXISTING TO REMAIN (E) OR ISTING TO BE RELOCATED (RL). RE -TORQUE ALL EXISTING Li z M •i RMINATIONS PER MANUFACTURER RECOMMENDATION. o U L EQUIPMENT SHOWN ON THE SINGLE LINE DIAGRAM SHALL BE _ U ILLY -RATED" ADEQUATE FOR THE MAXIMUM FAULT CURRENT ~i AILABLE AT THE POINT OF APPLICATION, INCORPORATING THE o RRENT LIMITING DEVICES AS SPECIFIED. o c w _ERIOR METAL PIPING SYSTEM SHALL BE BONDED TO THE Ir CL 0 •- qn 0UNDING ELECTRODE SYSTEM. M v :OUND AND NEUTRAL SHALL ONLY BE BONDED AT THE SERVICE a W UIPMENT AND AT THE SEPARATELY DERIVED SYSTEM. c OVIDE GROUNDING FOR SEPARATELY DERIVED SYSTEM PER Li � 3 J C 250.30. PROVIDE BONDING OF PIPING SYSTEM & EXPOSED RUCTURAL METAL PER NEC 250.104. o iNTRACTOR TO VERIFY THE INTEGRITY OF THE EXISTING W U o ;OUNDING ELECTRODE SYSTEM AND SUBMIT FINDINGS TO z ECTRICAL ENGINEER FOR REVIEW. W L CONDUCTORS SHOWN ARE COPPER, UNLESS OTHERWISE o 0 m iTED. THE INSULATION OF THE SPECIFIED CONDUCTORS SHALL N v THWN-2, XHHW-2 OR THHN. _ �, 'TANCES LISTED ARE FOR VOLTAGE DROP CALCULATIONS m w Nrn w t\ ILY. CONTRACTOR TO FIELD VERIFY ACTUAL LENGTH m °�•' v x rn QUIRED PER SITE CONDITIONS. oo �, �, N:~ bn zap 0O N J J _ .V, -- r .� O N bo u ti S], U z Q a W U N ACTES ENGINEERING z 337101cott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 Li info@acies.net I Copyright ©2018 t N `�S O Q 0``````v .• \ F •'• W �• N72,620 C Z O � = C = STATE OFLLJ �t %��i��si W M J a 06 W N Z Q V) z O 2 V) z W O W J O a U to !r W _ - - W W - C1N W = M a a CO Q W Y Q V _j N J J Q U) z Z O_ Q O M , J W z z W o Z � Li O F r� LL F_ m Z O N 0 U J Q : - W W H H Z W M W W Q r M W !Y Q N z 0 i= a U U W a N PA / PM: R. LETIECQ DRAWN BY: CL JOB NO.: MIA18-6041-00 W J Y 0 � W � W � U J W Z Q 06 W 2 Q Q O V Q 0 W z J WY w J w(n QW ZLLI �w oa tY of aO Q U_ LLJ b\ V N oc) N 00 00 W W N N - J Q M rI W i I c p PA / PM: R. LETIECQ DRAWN BY: CL JOB NO.: MIA18-6041-00 a SHEET (/l C9 z QE0o N 03 W 1 co fn N W H Fes-• 3 0 - W / U U N J v 0 c 0 V) v m a> c CD U c 3 O m 0 m 3 0 L U rn rn Lo 0 00 00 0 m c 0 v U • �c 3 E O U U V n. V) a� a L .o 0 _U d O / C29 LC 1-24 LCI -32(34,36) LC2-40(42) CU (TO FC -1 IN SERVER ROOM) 1 F----------� I LC1-24f SHOWN FOR REFERENCE ONLY 1 F7 F-7 T – – – �L_�J_26(28,30) I I I I ( I I (ON ROOF) L 1-10 7 T- n .. -�L 1 Jf I P) -35SAFEI -22 LC1-5 ��1a 3 { 1 r LC -1 I ( Y I � � (TYP. OF 3) or � I 2_Vk F -T- --F 12 28 h \ C1-3 14 15 I I i I f 1 , 22 24 7..o LC1-18 J 00 F- I LC (TYp ) r0 RKER BOARD i LC1-29 n I 2 8A LC1-1 C2-1 00 28 (E) PANEL 'LC2 (2) COAT B' RS O �- ( 12 0, - — C1-1 g 20 4 TI 1 I `-moi (n'P „ I LC2-39 I o. LC1-20 I LCI- LC1- %��2u FECCR �M4 FC °r''u� I I 12 r h U 1 M2 II L016 L -� LC1-4 I I 12 12 LC1-8 (TYP.) < 13 2 2 V ' (TO CU -1 ON ROOF)/ 1 I 11 – – _ I L 38 ( LC2-3 ITI a an 16 I I FACP 7:) — I I ------------- L------- 18 26 I tTYP.) ( GFCt I 25I s e 1 g LC2-288 1 I F M3 I f 2 LC2-30I I I T LC2-41 I I , \ +87" P+8 +8711 \10 �I � � I I I I I (f1(P. OF 3) –- 3 I I LC2- LC2-35(37) LC2-41 LC2-3 4 ROAR RX07 -- -' I T M3 T FCI 1 I 27 EF I — �I� CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT LiJ LC1-3 f i 7 f ® _ �o i 1 I ITi } LCA -37 z 5 17 LCI -31 — LC1-39 i ia 1 WP j LC1-25 1 1 C2-84 5 17 .,y �• ELECTRICAL POWER PLAN SCALE: 1/4"= V-0" GENERAL NOTES CODED NOTES 1 USE 1/2"C. AND #12(MIN.) TO ALL POWER CIRCUITS, LION. FOR EACH 10 VERIFY EXACT LOCATIONS WITH FURNITURE DEALER PRIOR TO 1 JUNCTION BOX FOR SIGNAGE- INTERCEPT AND EXTEND CIRCUIT AND WIRING 13 PROVIDE REQUIRED CONCRETE SAW CUTTING REMOVAL AND DISPOSAL. 27 PROVIDE N-1, 208V, SPST MOTOR -RATED DISCONNECT SWITCH FOR HOMERUN USE 3/4 C. AND 2#10 + 1#1 OG MIN., LION. INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS. O FROM (E) STOREFRONT SIGNAGE TO BE REMOVED. CONFIRM POWER O PROVIDE CONCRETE PATCHING O PLATFORM MOUNTED CH GTO MATCH EXISTING FINISH. OU TED WATER HEATER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS, LOCATION WITH SIGNAGE VENDOR PRIOR TO ROUGH -IN: MOUNTING HEIGHT WITH P.C. PRIOR TO ROUGH -IN. 2 INSTALLATION SHALL BE CONCEALED BEHIND WALLS AND ABOVE THE 11 E.C. SHALL FIELD VERIFY SHORTEST SAW CUT LENGTHS REQUIRED14 PROVIDE COMMON TRENCH FOR ROUTING OF ALL UNDER SLAB CONDUITS. CEILING. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL AND INCLUDE ASSOCIATED PRICING IN BID. 2 - 28 PROVIDE FLUSH MOUNTED POWER DUPLEX FLOOR BOX. WIREMOLD 881 RECEPTACLES AND DATA OUTLETS LOCATED AT MILLWORK' COORDINATE FOR EXPOSED LOCATIONS PRIOR TO ROUGH IN. USE WIREMOLD IN O SERIES WITH BLACK COVER PLATE #859P-BLK. PROVIDE 3/4" CONDUIT FOR EXPOSED AREAS. 12 ALL WORK IS NEW UNLESS NOTED OTHERWISE. LOCATION HEIGHT WITH ARCHITECTS ELEVATION DETAILS. PROVIDE 2 CONDUIT FOR POWER AND 2" RIGID GALVANIZED STEEL CONDUIT FOR 15 G.C. IS RESPONSIBLE FOR ALL POWER DISTRIBUTION, CONDUITS, & PULL POWER. TRENCH EXISTING FLOOR SLAB AND RUN CONDUIT(S) BELOW SLAB 3 E.C. SHALL PROVIDE A 2" CONDUIT STUB ABOVE THE CEILING FROM 13 REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL POWER & TELE/DATA U.O.N. TRENCH EXISTING FLOOR SLAB AND RUN CONDUIT(S) STRINGS FOR ALL TELEPHONE/DATA/COAX TO THE RETAIL FIXTURE TO NEAREST FULL HEIGHT WALL OR COLUMN. TELEPHONE/DATA/TV OUTLETS. SIGNAL, CEILING AND OTHER ELECTRICAL INFORMATION AND BELOW SLAB TO NEAREST FULL HEIGHT WALL OR COLUMN. LOCATIONS INCLUDING ALL SLAB SAW -CUTTING, SLAB PATCHING, g BLACK COVER PLATEPROVIDE 2" CONDUIT FOR DATATRENCH EXISTING FLUSH MOUNTED DATA FLOOR BOX. WIREMOLD RPNFB SERIES WITH REQUIREMENTS. ARCHITECTURAL PLANS SHALL SUPERCEDE. EXCAVATION, AND BACKFILL FOR COMPLETELY CONCEALED DISTRIBUTION. . . G 4 E.C. SHALL VERIFY ALL IT RECEPTACLES MOUNTING HEIGHTS AND 2A RECEPTACLES LOCATED AT MILLWORK; COORDINATE LOCATION HEIGHT WITH NO POWER POLES ARE TO BE UTILIZED. FLOOR SLAB AND RUN CONDUIT(S) BELOW SLAB TO NEAREST FULL HEIGHT REQUIREMENTS WITH CHARTER PM PRIOR TO ROUGH -IN. 14 REFERENCE ARCHITECTURAL ELEVATIONS FOR CRITICAL ARCHITECTS ELEVATION DETAILS. PROVIDE 3/4" CONDUIT FOR POWER. U.O.N. WALL OR COLUMN. LOCATIONS OF POWER AND DATA OUTLETS. COORDINATE ALL RUN CONDUIT(S) BELOW TO NEAREST FULL HEIGHT WALL OR COLUMN. 16 PROVIDE GROUND BAR AT BACKBOARD LOCATION 5 G.C. TO REMOVE UNUSED DATA OUTLETS AND PULL BACK CABLING AS FINISHES WITH ARCHITECTURAL DRAWINGS.<8> 29 SERVICE RECEPTACLE GFCIMIP ON ROOF. PROVIDE W/ UNISTRUT SUPPORT.. REQUIRED. O COFFEE MAKER TO BE PROVIDED AND INSTALLED BY OWNER. 17 CEILING MOUNTED RECEPTACLES TO MATCH CEILING FINISH FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. 6 ALL EXISTING AND NEW OUTLETS AND PLUGS TO MATCH IN FINISH AND 15 CONTRACTOR SHALL PROVIDE ADDITIONAL JUNCTION BOXES AS _ STYLE. REQUIRED. <8> ROOF TOP UNIT WITH FACTORY MOUNTED DISCONNECT AND CONVENIENCE 4O RECEPTACLES, DATA OUTLETS AND CABLE BOX.1g HARDWIRE CONNECTION. G.C. TO COORDINATE SECURITY PANEL RECEPTACLE. PROVIDE 3-#4 AWG THWN-2 CU + 1-#10 CU GND IN 1-1/4"C BACK 16 REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL CONNECTIONS. TO PANEL. FIELD VERIFY EXACT LOCATION WITH M.C. PRIOR TO ROUGH -IN. 7 ALL FIRE ALARM WORK TO BE DONE UNDER SEPARATE PERMIT APPROVED REQUIREMENTS AND PROVIDE ALL WORK REQUIRED FORA S.M.D. FOR CONTROL REQUIREMENTS. COORDINATE WORK WITH M.C. BY CFPB. COMPLETE AND OPERABLE SYSTEM- O SHOW WINDOW RECEPTACLE. <8>CHARTER VENDOR TO PROVIDE CABLE RUNS FROM SERVER ROOM TO EACH MOUNT PER NEC REQUIREMENTS. ZONE: REP TV WALLS, REP STATIONS, WELCOME SPECTRUM, MOBILE APP 1 EXISTINGROOF TOP UNIT TO REMAIN. PROVIDE 3-#8 AWG THWN-2 CU + 1-#10 8 G.C. IS RESPONSIBLE FOR ALL POWER DISTRIBUTION, CONDUITS, &PULL 17 GC TO REMOVE UNUSED DATA OUTLETS AND PULL BACK CABLING WALL, DEMO BAR, & BREAK AREA. ALL MUST BE CAT6 SHIELDED RISER CU GND IN 1"C BACK TO PANEL. S.M.D. FOR CONTROL REQUIREMENTS. STRINGS FOR ALL TELEPHONE/DATA/COAX TO THE SALES FLOOR FIXTURE AS REQUIRED. LOCATIONS INCLUDING ALL SLAB SAW -CUTTING, SLAB PATCHING, O MICROWAVE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. QUALITY. COORDINATE WORK WITH M.C. EXCAVATION, AND BACKFILL FOR COMPLETELY CONCEALED DISTRIBUTION. REFER TO ARCHITECTURAL DRAWINGS FOR INSPECTION. DUCT SMOKE DETECTOR PROVIDED AND INSTALLED BY M.C., TO BE POWERED 18 ALL EXISTING AND NEW OUTLETS AND PLUGS TO MATCH IN FINISH <8> 0 CEILING MOUNTED J -BOX FOR DATA EQUIPMENT. EXACT LOCATION AND NO POWER POLES ARE TO BE UTIILIZED. AND STYLE. 7 CEILING MOUNTED BE CONFIRMED WITH CHARTER VENDOR. <@> BY E.C., FIELD VERIFY EXACT LOCATION AND COORDINATE WORK WITH M.C. O REFRIGERATOR TO BE PROVIDED AND INSTALLED BY GENERAL 9 COORDINATE POWER AND DATA LOCATIONS WITH MILLWORK VENDOR CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS FOR INSPECTION. <e> 3 EXHAUST FAN: PROVIDE SPST MOTOR -RATED DISCONNECT SWITCH. FIELD 21 PRIOR TO SAWCUTTING. ELECTRICIAN TO PROVIDE (2) EXTENSION CORDS FOR THIS AREA. O PROVIDE AND INSTALL LIGHTING CONTROL PANEL. SEE SHEET E2.0 FOR VERIFY EXACT LOCATION WITH M.C. PRIOR TO ROUGHS.M.D. FOR M.C.CONTROL REQUIREMENTS. COORDINATE WORK WITH M. MORE INFORMATION. <9> 2 G.C. TO USE SINGLE BOX FOR LOW VOLTAGE CABLES (DATA/COAX), PROVIDES OPROVIDE BREAKER WITH GFCI PROTECTION. TOTAL NUMBER OF CABLES IS LESS THAN OR EQUAL TO 6. M4 SINGLE -POINT FROM CONDENSSI CONNECTION FOR POWER. INDOOR UNIT TPOWERED NG UNIT ON ROOF. COORDINATE WORK WITHH THH E SEE PANEL SCHEDULE FOR MORE INFORMATION. <a> 3 PROVIDE HARDWIRED DEDICATED CIRCUIT FOR SECURITY EQUIPMENT. 1 MECHANICAL CONTRACTOR. 10 PROVIDE TWO DUPLEX RECEPTACLES FOR CABLE TRAY ABOVE. DUPLEX TO BE PROVIDED AND TO BE ON THE SAME DEDICATED. CONDENSING UNIT ON ROOF. PROVIDE N3R, 2P, 208V FUSED DISCONNECT VERIFY WITH CHARTER PM FOR REQUIREMENTS PRIOR TO ORDER AND24 AT ALL TV/MONITOR LOCATIONS, USE COMBINATION RECESSED POWER/DATA SWITCH WITH 15A FUSES. PROVIDE 2-#12 AWG THWN-2 CU + 1-#12 CU GND IN, INSTALL. OUTLETS. 3/4"C BACK TO PANEL. 11 FIRE ALARM CONTROL PANEL. VERIFY LOCATION AND REQUIREMENTS WITH 25 IF QUE IS OVER 1 00'FROM SERVER RACK, PROVIDE ELECTRIC OUTLET ABOVE 4 PROVIDE DUPLEX RECEPTACLE @ 6' A.F.F. FOR CONDENSATE PUMP PROJECT MANAGER AND AUTHORITY HAVING JURISDICTION PRIOR TO BID. CEILING (WHERE ALLOWED PER CODE) FOR SIGNAL BOOSTER. ACCESSORY. COORDINATE WORK AND REQUIREMENT WITH P.C. PRIOR TO SEE SHEET FP1.0 FOR GUIDANCE IF FIRE ALARM SYSTEM IS REQUIRED ROUGH -IN. ON-SITE. <8> 6 IN SERVER ROOM, ON PLY WOOD PANEL, PROVIDE (2) 20 AMP DEDICATED. 12 PROVIDE RIGID STUB -UP INTO MILLWORK, CLOSE TO FLOOR W/ FLEX CONDUIT - THRU MILLWORK TO DESIGNATED OUTLET LOCATIONS. SHEET NOTES SCALE: N.T.S. z Q 0 z W W U z W O U w S 1- O tY O w IL m m 0 U J Q W 3 LL_ O w U O z w r - O f- 0 D 0 it m W m J Q Q U z Q LL; t= V) m O w x z O 0 w D; J V) z 0 V) z w 0 0 W J Q U N O W U z w 0 W U W w CL W Y Q H J J Q S N En Z En z w 0 Z w cri m 0 U J Q W Q: a 3 z w La W W a Lu U X W Y O 3 W 2 O } z a z O 0 w N w m 0 z J J Q 2 N O z a m 0 U J Q W m 3 w O c� Q_ O U 0 z Q f- 0: Li a O a 0 - Li W w 0: Q N z 0 Q U U W Q_ m ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net f Copyright©2018 .SON ENSF • l�Noj6 20 STATE OF 1 1.17 �0NAL R. LETIECQ DRAWN BY: G > � J N M 0 Y o m � O Uro m LL who M LL o� bri N w o0 o Ucu ft � z Cf) ;-4 ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net f Copyright©2018 .SON ENSF • l�Noj6 20 STATE OF 1 1.17 �0NAL PA / PM: R. LETIECQ DRAWN BY: G > � J N M m Y J � O Uro m LL who LL o� a N PA / PM: R. LETIECQ DRAWN BY: KM JOB NO.: MIA18-6041-00 Y Q w z J w W Q > a 0^ Q U Yw r W Q w N w W 0 o Li a or � a O ow U W D 07 0 oc) N ao 00 00 N N Fw-- Q N •M-- n O I n o PA / PM: R. LETIECQ DRAWN BY: KM JOB NO.: MIA18-6041-00 SHEET E 1 M,o co Cm 3 0 N W O U V _N W J v 0 C v M Q) c a) U C 3 0 F— M 0 M 3 aL> Lv U rn rn 0 ao 00 O N C 0 0 U C O E O U E L U a� CL L a� a / E 0 _U 0 N / L1 (E v CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 1 USE #12 (MIN.) TO ALL LIGHTING CIRCUITS, LION. FOR EACH HOMERUN USE 3/4" C. AND 2#12 + 1#12G MIN., UON. 2 ALL CIRCUITS DESIGNATION ARE FOR PANEL'LC2', LION. "2/b" INDICATES CIRCUIT#2, SWITCHLEG 'b'. 3 INSTALLATION SHALL BE CONCEALED BEHIND WALLS AND ABOVE THE CEILING. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATION PRIOR TO ROUGH IN. USE WIREMOLD IN EXPOSED AREAS 4 ALL EXIT, EMERGENCY, AND NIGHT LIGHTS TO BE CONNECTED AHEAD OF ALL LIGHT COED NOTES CKT# / SWITCHLEG SWITCHES AND CONTROLS. SCHEDULE BY PASS LOCATION 5 ALL NIGHT LIGHT (NL) FIXTURES TO REMAIN ON 2417. O SWITCHBANK FOR SALES LIGHTING. FIELD VERIFY EXACT LOCATION WITH BUSINESS HOURS BACK OF HOUSE y CHARTER PM PRIOR TO ROUGH -IN. SEE SWITCHBANK DETAIL ON THIS SHEET 6 REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND EXACT BUSINESS HOURS FOR MORE INFORMATION. " LOCATION OF LIGHT FIXTURES. woo SPARE xt O LIGHTING CONTROL PANEL FOR CONTROL OF LIGHTING/SIGNAGE. 7 PROVIDE LINEAR DISCONNECT FOR THOSE FIXTURES EMPLOYING DOUBLE -ENDED LL WATTSTOPPER LC -8 LIGHTING CONTROL PANEL. o� FLUORESCENT LAMPS PER NEC 410.130(G). SPARE OWALL-MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY, DUAL RELAY. 8 ALL. LIGHTING IS NEW UNLESS OTHERWISE NOTED. BUSINESS HOURS EATON #ONW-D SERIES TO PROVIDE BI -LEVEL CONTROL OF ROOM LIGHTING. 7 LC2-6 CONFIGURE WALL -SWITCH OPERATION TO BE 50% MANUAL-ON/AUTO-OFF. 9 PROVIDE APPROVED HANDLE TIE FOR ALL MULTIWIRE BRANCH CIRCUITS AS 8 LC2-8 REQUIRED PER NEC ART. 210.4(6).3A DUSK TO DAWN WALL -MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY, SINGLE RELAY. .� '••� - EATON #ONW-D SERIES. CONFIGURE WALL -SWITCH OPERATION TO BE 10 SEE DETAIL 13 & 14 ON SHEET A7.2 FOR TYPICAL INSTALLATION OF LIGHT SWITCHES MANUAL-ON/AUTO-OFF. & T -STATS THROUGHOUT, U.O.N. PROVIDE LOCATIONS OF T -STATS AND LIGHT .SWITCHES FOR ARCHITECTS APPROVAL PRIOR TO INSTALLATION. PROVIDE OCEILING-MOUNTED OCCUPANCY SENSOR, LOW -VOLTAGE PASSIVE -INFRARED. ACRYLIC SECURITY BOX WITH LOCK FOR T -STATS. EATON #OAC -P SERIES. PROVIDE WITH COMPATIBLE POWER -PACK (EATON #SP -20 -MV) FOR BI -LEVEL CONTROLS. FIELD VERIFY INSTALLATION 11 ALL THE LIGHT FIXTURES ATTACHED TO THE CEILING GRID MUST ALSO BE LOCATIONS TO ENSURE MAXIMUM COVERAGE. CONFIGURE OCCUPANCY INDEPENDENTLY SUPPORTED. ALL SUSPENDED LINEAR PENDANT LIGHTS SHALL SENSOR OPERATION TO BE 50% MANUAL-ON/AUTO-OFF. RUN PARALLEL TO EACH OTHER. SEE ARCHITECTURAL SHEETS FOR MORE 0— INFORMATION. 4A PROVIDE LOW -VOLTAGE MOMENTARY SWITCH COMPATIBLE WITH ' POWERPACK, EATON #GMDS. PROVIDE ONE PER SWITCHLEG. PROVIDE 12 E.C. SHALL FIELD VERIFY THE EXACT QUANTITY, THE LAMP TYPE AND QUANTITY LOW -VOLTAGE WIRING FOR MULTI -WAY SWITCHING IF SHOWN ON PLANS. AND THE CONDITIONS OF ALL EXISTING FIXTURES TO BE RE -USED, AND SHALL INFORM THE ARCHITECT/ENGINEER OF RECORD OF ANY DISCREPANCIES O EMERGENCY FIXTURE SHALL BE CONNECTED TO AN UNSWITCHED CIRCUIT w Q SERVING THE AREA. 13 FINAL EMERGENCY AND EXIT LIGHTING FIXTURES REQUIREMENTS PER FIRE INSPECTOR. CONTRACTOR SHALL PROVIDE ADDITIONAL EMERGENCY AND EXIT 5A EMERGENCY FIXTURE SHALL BE SWITCHED. PROVIDE ADDITIONAL LIGHTING AS REQUIRED. UNSWITCHED CIRCUIT CONNECTION TO EMERGENCY BALLAST. 14 . REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL POWER & SIGNAL, CEILING O JUNCTION BOX FOR SIGNAGE, CONFIRM POWER REQUIREMENTS, LOCATION AND OTHER ELECTRICAL INFORMATION AND REQUIREMENTS. ARCHITECTURAL WITH SIGNAGE VENDOR PRIOR TO ROUGH -IN. PROVIDE 12'-0" WHIP FOR PLANS SHALL SUPERCEDE CONNECTION TO SIGNAGE. LIGHTING CONTROL PANEL LCP LOCATION: Server Room, circuit # LC2-1 RELAY# CKT# / SWITCHLEG DESCRIPTION SCHEDULE BY PASS LOCATION REMARKS 1 LC2-2/a RETAIL BUSINESS HOURS BACK OF HOUSE y 2 LC2-2/b RETAIL BUSINESS HOURS BACK OF HOUSE " 3 woo SPARE xt 4 dA SPARE LL U) o� 5 SPARE 6 LC1-39 SHOW WINDOW RECEP BUSINESS HOURS LCP 7 LC2-6 SIGNAGE - INTERIOR BUSINESS HOURS LCP 8 LC2-8 SIGNAGE - EXTERIOR DUSK TO DAWN LCP .� Z Q 0 Z W M W U z W O U Li 2 0 O ZE 0- M m O U J ¢ W Of Q 3 O W U I.- 0 O z W 2 F- 0 - F_ F_ F— F- 0 D 0 0 M w M J J Q Q La z w F— V) M O W z O go w W J Q VY Z O N z w w J Q U N CC W O W U z w 0 W U W a W Y Q F— J J Q 2 N z 0 V) Z W z w F— F— OD O U J Q W 2 F-- 3 F— z w M_ W W F— a w U X W Y fy O w 2 F- 0 z Q z 0 0 w N D w M F- 0 z J J 2 N 0 z Q M 0 U J Q w 3 O F- 2 O a O U" 0 z F— ir W a O w CL W 2 W N z 0 f= Q U U W CL U Y DRAWN BY: s. 0fa (' i ti O m sV y 1�1012 as � � ami " 0 woo .a 0 as J xt dA O ,� LL U) o� Z Q 0 Z W M W U z W O U Li 2 0 O ZE 0- M m O U J ¢ W Of Q 3 O W U I.- 0 O z W 2 F- 0 - F_ F_ F— F- 0 D 0 0 M w M J J Q Q La z w F— V) M O W z O go w W J Q VY Z O N z w w J Q U N CC W O W U z w 0 W U W a W Y Q F— J J Q 2 N z 0 V) Z W z w F— F— OD O U J Q W 2 F-- 3 F— z w M_ W W F— a w U X W Y fy O w 2 F- 0 z Q z 0 0 w N D w M F- 0 z J J 2 N 0 z Q M 0 U J Q w 3 O F- 2 O a O U" 0 z F— ir W a O w CL W 2 W N z 0 f= Q U U W CL U ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright ©2018 ����``LSON►U�/�������0 ` V \C NS 2620 �*o•t• STATE OF nn►nnm� Y DRAWN BY: G 0fa (' i ti O m sV y 1�1012 as � � ami " 0 woo .a 0 as J ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright ©2018 ����``LSON►U�/�������0 ` V \C NS 2620 �*o•t• STATE OF nn►nnm� Y DRAWN BY: G � ~ J ti O m o m 0 J � � N 'Lf " LL woo xt dA O ,� LL U) o� N x 0 w u ' O •}'' N p Lri' .� '••� - Ln 0 z ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright ©2018 ����``LSON►U�/�������0 ` V \C NS 2620 �*o•t• STATE OF nn►nnm� PA / PM: Y DRAWN BY: G � ~ J c� M m 0 J � � Uao m LL woo LL U) o� N PA / PM: Y DRAWN BY: KM JOB NO.: MIA18-6041-00 w z Q J 0— Z w Q J Q 0 LL (n ~ � w N U < V) W WWF J moa W a o o � U W D N o Co ao aD 0 0 M Q N � 0 p 0 PA / PM: R. LETIECQ DRAWN BY: KM JOB NO.: MIA18-6041-00 SHEET E200 14 a �Sectlon . #/Rough In Electrical Inspection Compl�es� Comments/Assumptions JOB NO.: MIA18-6041-00 C405.2.1 ;Lighting controls installed to uniformly []Complies Requirement will be meta [EL15]1 I reduce the lighting load by at_least S0°rbt l01)oes Not Location on pians/spec: E2.0 l_]Not Observable ;> i ;[]Not Applicable C405.2.1 ;Occupancy sensors installed in :[Complies ;Requirement will be met. [EL1811 'required spaces. ;OQoes Not ;[]NotObservable,Location on plans/spec: E2.0 ,Not Applicable C405 2 1, Independent lighting controls installed ![]Complies Requirement will be met. C405.2.2 'per approved lighting plans and all'ElDoesNot 3 ;= manual controls readily accessible and i (EL231 visible to occupants, []Not Observable , location on plans/spec: E2.0 pNotApplicable 0405 2 2 Automatic controls to shut off all ,[]Complies Requirement will be met. 1 building lighting installed in all ;[]Does Not [EL221 buildings, Location on plans/spec: E2.0 -]Not Observable ' 'E]Not,Applicable C405 23 Dayfight zones provided with tkomplies Exception: Sidelight zones on first floor in Group A-2 and M [ELlsz1 =individual controls that control the Oboes Not ''occupancies. Tights independent of general area lighting. (]NoE Observable: Location on plans/spec: E2.0 ONotApplicable C405 2 3,,, ! Primary sidelighted areas are []Complies Exception: Sidelight zones on'fiirstfloor In Group A-2 and M C405.2.3. I equipped with required lighting ;@}Does Not occupancies. 1, ;controls. ,�NotObsenrable`. C405.2.3. ,Location on plans/spec: E2.0 QNot 2 Applicable [EL201-1 I L C405.2.3, ;Enclosed spaces with daylight area ElComplies ;Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors ElDoes Not 1, are equipped with required lighting 'L]Not C405 2.3. ;controls.. Observable 3 ,[]Not Applicable [EL21]1 0405.2.4 sSeparate lighting control deices for 13Complies ,Requirement will be met. [EL4]1 :specific uses installed per approved ;'[]Does Not .lighting plans., ;[]Not ObservableLocation on plans/spec: E2.0 E]Not Applicable 0405.2.4 :Additional interior lighting power '(]Complies Requirement will be met. [EL8]1 allowed for special functions; per theDDoes.Not ,approved lighting plans and isLocation on planstspec,, E2.0 - bNot Observable ;automatically controlled and ''separated from general lighting. ❑Not Applicable C405.3 3 Exit signs do not exceed 5 watts per ;EJComplies ; Requirement will be met. [EL6]1 face.. []Does Not :[]Not Observable Location on plans/spec: E0.1 1[]Not Applicable CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 3 } Z r>� _ Q o 1— O � Z LLJM cc Z Q) i W - O U W O L 40 O rT, I Q: w •y a M p M U � cm Q10 W � J Q 3 ILL. 0 W U r O Z W 2 � O OCA o m 0 *' 0 D w M Q) 1-4 _,4 rn m � oo�, �,•� fat: . 0 z...� oinCf) po NV3 Q, .1Z 60 'U } U Z Q a W ACTES U N ENGINEERING } 3371 Olcott Street, Santa Clara, CA 95054 z Q ph: (408)522-5255 1 fx: (408)522-5260 u_i info@acies.net I Copyright©2018 F— m0 O�� �\-SON O� V \CEN•••••.;CF Zvi W ` �• N' SF •••• j _ t No.6 2fi 20 F- Z _ 0 — — w �*o 's• STATE OF � •r �' 4NAL m 411unnol J J Q x V) 0 Z Q V) Z 0 N Z W 0 0 W J Q U N O W U Z W 0 W U W a W Y F— J J Q 2 N N M O V) Z W Z W F- m U J Q W 3 f- z W 2 W W c.� Q } M I - a W U X W Y 3 UJI O } z ¢ z O 0 W V) W M O Z J J Q 2 N 0 Z Q M 0 U J W 3 O x 0 0- Z Z r W a 0 a W F- W N Z O i= U U W a 0 Z Q V) CD Z 0 W In W F- PA / PM: Y DRAWN BY: KM JOB NO.: MIA18-6041-00 '^ VJ � G w N O LLW U Z W J F- 0 O U: C� Z ` 1 Z w !n Y V) QN J w w J o a Q � � a O U 0 tL U LLJ NN ISL5 N L O COM U 0000 Wss .J H N N W p 1 N o 1 O PA / PM: R. LETIECO DRAWN BY: KM JOB NO.: MIA18-6041-00 co at -x IR a . 5-7 at .G .0 - E 2 - 5-- i L& - - .6 , . 0 c 0 (A i m c 0 Q c at 0 I­ .�j V m = 0 m % 2 , 0 = u CD Lnc" C> 00 00 S > 0 a 0 16 A? c m E E 0 Q E 3 !-% v - 0 (nCL Q! - I.. 0 = a E 0 u 0 2 0 I`, 0 " JI - 2 u . .9- 0 . 5-- L4 G .E 0 1 -5� � . - - - CAUTION: IF THIS SHEET IS NOT 30-x42- IT IS A REDUCED PRINT ­,., .... ­'...- ............. �,­ ......... � ....... _ ......... _.'_ ......... I ... I .... � ......... � ........ � ................................................ I ............... � ......................... � .......... � ............. � ........... _ ............ : ............ -.1--_ ....... __ ........ I ................ I .............. _ ............... � ..... �­.__* ............ - ..................... - ..... � ..... I ... � ....................... � .... �-___ ............... 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REMARKS Of SORW SOIL OR WASTE PIPING BELOW GRADE - SORW SOIL OR WASTE PIPING ABOVE GRADE I . - - - - - - - - - - W V CW HW TOTAL D WATER AMERICAN I CADET 2 4 8 5 - I FLOWISE RIGHT HEIGHT ELONGATED FLOOR MOUNT TOILET BOWL, 1.1 GPF, WC -11 CLOSET STANDARD 2467.100 3' 2- 1. - TANK -TYPE, ADA COMPLIANT, WHITE FINISH. PROVIDE BEMIS COMMERCIAL HEAVY . _D I I 4 MS -1 1 3 3 3 DUTY PLASTIC TOILET SEAT MODEL #1 955SSCT OPEN FRONT LESS COVER __Ll - 3 3 1 1 2 2 . 1.4 - a- , 1.4 AMERICAN COMRAD E 2 0.5 1 0.5 WALL -HUNG SINK, REAR OVERFLOW, 3 -HOLES 4" CENTERS, FAUCET: SLOAN LVA LAVATORY . STANDARD 0124.131 2- 2' 1/2' -1/2" EBF -650,0.50 GPM, BATTERY POWERED. MIXING VALVE: WATTS LFMMV-M1, SET . I I - REFRA . . 11 I - 0.5 TEMPERATURE TO 105°F MAXIMUM. MS -11 MOP SINK FIAT MSB 2424 - 3- 2- 1/2" 1/2" � I WITH FIAT PRODUCTS 830 -AA, WITH BUILT-IN VACUUM BREAKER -I- DRINKING. .... ___­ ....... _" ... : ..... w .... :­.�....-_'.__­_ ... :­_, �....-�...,......-::.-.�.-�-.�,-.-.-......-.-......,...-..'.'...-.,.-.-.-....::.-�-...-........,....,.,.,.,-,:=-.,.,=.-.'.-.-.�--=."'-'.'�'-*."'.-�-.,.-.,...-.-.,...�..::��l..--.;.�"'.'�'-'�,.-.,..�'..�.".-......--���-.-;:......=.-."-..-�...--.-.........-.,-,.-.-�-��.-.�-....,:.,.,:.",::.--,.,.,...,.�-�.'.-��.,.-..,....,�I.".,"�'.'�,.,.-.*.-.,.,.,.,.*.-.,.,.*.,.-l.*.,.,.,�",--"",,� "..........' ­­- � ...... _ ....... - ............ :;.."...,.,.-...,...�.-.-.-.-.'.'..�.,.::."..�..:-.::.:.-_-.-.-.-.-.-.-.-:.-".'.'.'.'�-......�'.'.'-'�'.'.�,'�'.'.'.'.'-'.'.-..'�� '.".-.-.-.-��.�...,:........'-'.'.'�'.'.'.'-'.'.'-'.'.'�-::_-.'�...:.-�....-.'.'.'.'.�.'.'�'.'��.-...-...�.'.'-"...:..�'.'�'.= ::.-......:.,.,.",.,.,.,.,.,.,..�...'�,.,.,.,:.-.-��l=.-��..:::.....:...-.'--.-.-.-.-.-.-,.-..-.".-.........-�� .. .................... ........................ � :::::.::::::;-:``::=:i:;:':;-........ ....... .................� r...'...�.'.�.......'.'..*."*.';.'.'.'� --- * .... ­­ ....,.U.TILI.. -.1 ..... - ............. � ..................... .'.'....*.'.-.'.*..'�l.-�-��...-....-'.......�.-..-.....*.�...-.=.'.*.-.-.�.-.-.-.'.-.---.-.-.'�*".-.,.,=,.........-.-.-.-.-,-.-.-..........'��..� .... .... ­­­ .... � ... � .... 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I ... _'__..'.z1. ............ __ .... _ �...................­­ .... - ............ .............. - - .... - .......... � .......... � � ... � ...... - � ..... � ... � .... � .... .......... ............... _._-.-,,.-.-,.-.-.-.-. ....� ....... �....... ................ _ - �......-..,�-.,.,.,.*.'.*.-.-.,.,...,.��'�. �' SANITARY SEWER (E) 4" BI -LEVEL ADA FILTERED DRINKING FOUNTAINS, NON -REFRIGERATED DF -1 �.. I I I I - I . ­ ELKAY LVRCTLDDSC 1-1/2" 11-1/2, 112" - NO ELECTRICAL REQUIRED, STAINLESS STEEL FINISH, PROVIDE WITH IN -WALL - FOUNTAIN - I - - 1 VENT BELOW GROUND 0 . CARRIER I . SK -1 - KITCHEN SINK ELKAY LRAD 221965 2- 2' 1/2" 1/2" I WITH ELKAY LK35 DRAIN FITTING, WITH CHICAGO FAUCET 2300-8E34ABCP AND . I - 1 GAS OUTDOOR - I 0 0 APOLLO MVBS12-LF MIXING VALVE - EWH-1 ELECTRIC WATER � A.O.SMITH DEL -20 . INDOOR 3/4" 3/4" 20 GALLON CAPACITY, 208WIPH, 2KW, PROVIDE FULL LINE SIZE T&P RELIEF . HEATER I WASTE* I I I I DISCHARGE INDIRECTLY INTO MOP SINK THROUGH 1" AIR GAP I ET -1 EXPANSION TANK - AMTROL ST -5 - - . - 314" - 2 GALLON CAPACITY - . - I - COFFEE _T - DRAIN IOUTDOORi 1/4" - PROVIDED BY OWNER. . CM -11 MAKER - - 0 FIELD VERIFY IF ABS DWV PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TO SUBSTITUTION. - Q PROTECT PIPING WITH APPROVED POLY WRAP OR PVC 10 MIL PIPE TAPE. . . 0 INSULATED. - . . WITH BACKFLOW PREVENTER APOLLO 4C-102-02 . REFRA REFRIGERATOR - GE GSS25GHSS 1/4" - - INSTALL BACKFLOW PREVENTER APOLLO 4C-102-02 I WHA WATER HAMMER - MIFAB MWH- . B - - 3/4" - � 12-30 FU, 3/4" MPT CONNECTION - ARRESTOR I I-_ I I . FCO FLOOR CLEANOUT ZURN Z-1400 SAME AS - - - I PIPE SIZE I Z cn I ,- WCO WALL CLEANOUT ZURN Z-1468 AM S EAS - I - _ I - PIPE SIZE - . _jLJ < CONDENSATE DRAIN I— 1/2 GALLON LEAK -PROOF ABS TANK, BUILT-IN CHECK VALVE, 20FT SHUT-OFF HEAD, CDP PUMP LITTLE GIANT VCMA-20ULS - - - - 115V,1/30 HP, 1.5 AMPS, 93 WATTS, COMES WITH 6FT POWER CORD MOUNT ON WALL . 0� w0 . ADJACENT TO FAN COIL UNIT TO RECEIVE GRAVITY DRAIN WATER III 0 Q_uj WITH REMOTE READER TEHAMA WIRELESS TW -14013-P, PULSE MDT, WM SUBMETER - NEPTUNE T-10 - - 1.1 - BATTERY -POWERED, CONTRACTOR TO CONFIRM SPECS WITH THE LANDLORD - I - REPRESENTATIVE PRIOR OF PURCHASING - BFP BACKFLOWAS PREVENTER(D WATTS LF007 - ,- SAME PIPE SIZE - I � . LEAD-FREE, DOUBLE-CHECK VALVE ASSEMBLY ONLY IF 'COMRADE' IS NOT READILY AVAILABLE, PROVIDE AN ALTERNATE SINK: AMERICAN STANDARD "LUCERNE' 0355.034, 3 -HOLES, 4" CENTERS I *.'.`,. .-.",.�.'.-.�...-...,......�,...-.,.,...,.....*.....-.-.........-.-.-.-.-�-.-.-.-.-.-.-.-.....�....-...-......-.,-.�....�...-.........�.....�...,..��...,-.'...,.,.,.�..�-....-.-.-,.......- ..-..-.::-..I_...-:.-....'..-.,''..-.-.-..'...I... -.*.�....-..-.....-.-�..I1...-.',.."...-... 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CW SANITARY 1......1 F.U. ­­ .­ WATER F.U. COLD HOT WATER PIPING _ ­_=.­._" WATER F.U. HOTFIXTURE ID QTY Of SORW SOIL OR WASTE PIPING BELOW GRADE SORW SOIL OR WASTE PIPING ABOVE GRADE I . - - - - - - - - - - I EACH TOTAL EACH TOTAL D EACH . TOTAL WC -11 2 4 8 5 10 -1 - - LV -1 2 1 2 2 4 . _D 2 I 4 MS -1 1 3 3 3 3 __Ll - 3 3 . SK -1 1 2 2 . 1.4 - 1.4 a- , 1.4 1 1.4 DF -1 2 0.5 1 0.5 � 1 - - . 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I ..-::.....:.:..::..>==..... - . ..... ­.-.-......_-_-.-.-..:._: .............. I ... --1 ... ..... � ...... � .......... ,_-.-.-.-.�..-.'.-�-.-.-.'--.��-.-..-.. ......... � ... � ....... .. .............. �.�.-.-."'."'-'.'.'-'.-.-.-,---.-.---.-....,-..............-.'�..-.-.....,.,:.,.�.'-''.'."'.,.'.'�'.-'.'..'."'.� _._.., ... I .. .... .. :_ ... � .... . ....... � ................... � ........... ­%.,...,.....:.�� . .......... � .............................. � ........ SYMBOL ABBREVIATION DESCRIPTION - CW COLD WATER PIPING - - - - HW HOT WATER PIPING - - - HWR HOT WATER RECIRCULATION PIPING Of SORW SOIL OR WASTE PIPING BELOW GRADE < SORW SOIL OR WASTE PIPING ABOVE GRADE __j - Lu u_j . - - - - - - - - - - V � VENT PIPING . CD - - CD CONDENSATE DRAIN PIPING D ID INDIRECT DRAIN PIPING 0 WHA WATER HAMMER ARRESTOR 0 P.O.C. - POINT -OF -CONNECTION -1 23 u CAPPED -11t- Lu CL �7_ UNION _____0 UP PIPE UP . _D DN PIPE DOWN � DN PIPE TEE DOWN --i&-- . . - I SHUT-OFF VALVE __Ll - CV CHECK VALVE 00 RED REDUCER BELOW GROUND I PUMP � -� a- , FCOIGCO FLOOR CLEANOUT OR GRADE CLEANOUT I[-- CO/WCO I WALL CLEANOUT ABOVE GROUND AFF ABOVE FINISHED FLOOR - BFIF BELOW FINISHED FLOOR BG - BELOW GROUND I - . (E) EXISTING . I (N) NEW WATER . NTS NOT TO SCALE I .1 . . . .1. . . IE . INVERT ELEVATION 0 - QTY. QUANTITY � V.I.F. VERIFY IN FIELD (F) FUTURE a FU - , FIXTURE UNIT I I ==�.-.-.�.-.-.-.-.-.-.---.-.....�....-.......�..... - . - . - . - . - . - . - . - . - � - � . . . . . . . . . . . . . . . ..-.---.-.-.,.-.-.-.-. , .'.'.'.'.'.'. .'.'�'.'.'.'.'.'.'.'�'.'.'.'�-:�'.""'.'.'.'.'.'.�.'.'.'.'.'.-.1.1...-..-.:.-.-.-.�.-.-. ,.,.*.,.,.",.,*.,.",.-.,.,-,.,.,.,�'.'.'.'.'.'.'.'.'.'.'.-..,.'.,.-...,....:. 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I ..... ... � ..... �.,.-�......,...,..,..,....,....,.,-,,.,.*.,.,.,.,.-.,...,.-..�.,.-.-.-.-.-�-.-.-.-.-.-.�.�--.-.�,---.-.,.-.-.-,.,.,�-".-.,-,�,.,.,.,.-.--.,.,.,.-.-.-.-.-.-.-.-..-.-�-.-.-.-��.-..-.�.-.�.-.-.-.-�-.-.-.-.-.-.-.-.-�.�-.-..-.-.-,---.---.-.-.---.-.-.-.-.-�.�,.,.-.,.,.,.-.-.,.,.,...,...-.-......,...-..-.-.-.-.-.-.-...� .......... ...... �._..,-.,....'.'L.r".-�.-.---.�,--.--.-.I ......... .."..-.r........--.-.....-,..-....-.---..-.-..-,.,.�....'-',-..'..-'--.--L-.-.r-,-.-,-..-...--.-,.-....-..-,- . ........... ...... ... ..... ............... . ..... . I I 1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, SPRINKLER, HEATINGNENTILATINGAIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO FAMILIARIZE HIMSELF WITH THAT WORK AND TO VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED.ps . � 2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. 3. ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. 4. ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE. THE ABOVE REQUIREMENTS ARE MANDATORY. . 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF FLORIDA, AND SEMINOLE COUNTY AND LOCAL CODES, CITY OF SANFORD LAWS OR ORDINANCES, INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS. . 7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. 1 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS ISSUED BY THE ENGINEER. I 9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND - INSTALLED. I 10. I MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO, MARK LOCATIONS OF ALL VALVES AND VARIOUS EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION. I 11. AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON MARKED -UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS, ADDITIONS AND DELETIONS OF WORK, SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. I 12. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE -STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE -STOP MATERIAL SHALL BE UL APPROVED, PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE AUTHORITY. 1 13. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. 14. PIPING SHALL BE PITCHED TO POINTS OF DRAINAGE WITH CONSTANT UNIFORM SLOPE. 15. INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. 16. GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OF DISPOSAL. WHEN APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4' AND LARGER MAY HAVE A SLOPE OF NOT LESS THAN 1/8PER FOOT. � 17. WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 1 18. OR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. 19. INSTALL SECTIONALIZING VALVES AND ON EACH BRANCH LINE TO MULTI -FIXTURE GROUPS. LOCATE VALVES IN A READILY ACCESSIBLE LOCATION, DO NOT CONCEAL DO NOT LOCATE VALVE SYSTEMS BELOW HORIZONTAL UNLESS INDICATED ON PLANS. LOCATE ANGLE STOP VALVES BELOW THE SINK OR WATER CLOSET. - � 20. WATER SUPPLY TO ALL FIXTURES AND CONTAINERS SHALL BE SO INSTALLED AS TO PREVENT POSSIBLE BACK SIPHONAGE OF POLLUTED WATER. ALL SUPPLIES SHALL BE EITHER ABOVE THE FLOOD RIM OF THE FIXTURE OR SEPARATED FROM THE DRAINAGE END BY MEANS OF AN APPROVED VACUUM BREAKERS. 21. PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING SOIL, WASTE, DRAIN AND VENT FACILITIES. 1 22. - LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPE AND DRAINS. I - - 23. - PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED i EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN FOUR INCHES. -. 24. EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 10FT MINIMUM AWAY FROM ANY FRESH AIR INTAKES AND AT LEAST 48 INCHES AWAY FROM A PARAPET WALL. 25. SANITARY VENT PIPING SHALL BEGRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BECONTINUOUSLY UPWARD AND SO THAT NO LOW POINTS WILL BE DRAINED. 26. MAKE TIGHT CONNECTION BE WATER CLOSET FLANGES AND EARTHENWARE FIXTURE BY MEANS OF AN APPROVED MOLDED WAX RING OR SETTING COMPOUND AND BOLTING. PROVIDE27. VENTS: FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER -TIGHT AT ROOF WITH 4LB. SHEET LEAD; EXTEND INTO ROOFING FELTS AT LEAST 24' FROM PIPES. EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN INSIDE VENTS AT THE TOP. DO NOT LOCATE VENT THROUGH ROOF LESS THAN 24 INCHES FROM A PARAPET WALL. � - 28. ALL PLUMBING FIXTURES AND PIPING ARE TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY LABELED. 29. COORDINATE ALL LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. NO PIPE TO BE PLACED THROUGH FOOTING UNLESS APPROVED BY THE STRUCTURAL ENGINEER. - 30. ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. 31. PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITH LISTED AND APPROVED GAS SHUT-OFF VALVE, SEDIMENT TRAP, AND UNION. 32. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 33. PENETRATION OF FLOORICEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE -RESISTANCE RATING SHALL BE PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. 34. WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI, AN APPROVED WATER -PRESSURE REDUCING VALVE CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. 35. DISINFECTIONOF POTABLE WATER SYSTEM SHALLCOMPLY WITH THE LOCAL AND THE FLORIDA PLUMBING CODE. 36. PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOW PREVENTER. IF HE BACKFLOW PREVENTER IS INSTALLED MORE THAN 5'4' ABOVE THE FLOOR, SPECIAL PROVISIONS MUST BE MADE. . . 37. PROVIDE AND INSTALL A SINGLE GAS ISOLATION VALVE FOR THE MULTIPLE GAS METER BANKS FOR THE ENTIRE BLDG. I 1 38. ALL PIPING SHALL MAINTAIN AT LEAST 6-0" CLEARANCE IN FRONT OF THE HVAC SUPPLY AND RETURN OPENINGS. 39. PLASTIC PIPES ARE NOT PERMITTED TO BE INSTALLED WITHIN THE AIR PLENUM SPACE. I 40. HUNG WASTE PIPING SHALL BE STRUCTURALLY SUPPORTED AS TIGHT AS POSSIBLE BELOW THE STRUCTURAL BEAMS TO GAIN MORE HEAD SPACE AS IT PITCH TOWARDS THE LOWEST POINT TO KEEP WASTE PIPING WITHIN THE CEILING SPACE. - 41. CONTRACTOR TO PROVIDE AND INSTALL QUICK DISCONNECT GAS LINES AT ALL COOKING EQUIPMENT. . - 42. NO NON-METALLIC PIPING IS ALLOWED WITHIN THE RETURN -AIR PLENUMS. I - - - - - - - - , - I SHEET INDEX . DWG NO. I DRAWING TITLE P0.1 - I GENERAL NOTES AND FIXTURE SCHEDULE . P0.2 I PLUMBING SPECIFICATIONS P2.0 PLUMBING SANITARY SEWER AND VENT FLOOR P2.1 PLUMBING DOMESTIC WATER FLOOR PLAN P3.0 PLUMBING ROOF PLAN I P4.0 PLUMBING DETAILS I >_ z < U- 0 I— m ui m LLj C-) z LLj m 0 C-) Li m I.- :2 w 0 w (L m M 0 C-) _j < M. LJ w < -.9 LL_ 0 LLJ 2 I— 0 z LLJ X: I— 0 I— = U D 0 w m LLJ m _j _j 15 L.J J ACIES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright (D 2018 x , 0111111 I lilulk ., , \\\\' S 0 N % §0\�%\V ......... Z ��% \GENs;�-.. �� , ee \, --•.::� I . J No. 62620 1. **** : = . - , : = * = - . - � * .. I * S1. ..( . . . 1:11 _�1 % ;:F * ORID -. .* ,., s --- ----* v111SIONA v1////;11111lIII I Ill - - I I 0 _ T I'D > P.- r, - _j r-4 0 < cf) 0 cf) Fmm < W 0 0 M N _j LL woo :ft " boU 1 4� ;_4 0 LL U) T_ C:) � 4 F: N 41) (u a) N Q) r-4 ;.4 ww 5 �: -4 0� l .- 4u .. ;W4 0 - - Lf) CO ori 0 ;..4 ft .2 ;� ck co , > . bo 'u r-1 .� � c') cl. (t I � -� r,-4 I ACIES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-52551 fx: (408)522-5260 info@acies.net I Copyright (D 2018 x , 0111111 I lilulk ., , \\\\' S 0 N % §0\�%\V ......... Z ��% \GENs;�-.. �� , ee \, --•.::� I . J No. 62620 1. **** : = . - , : = * = - . - � * .. I * S1. ..( . . . 1:11 _�1 % ;:F * ORID -. .* ,., s --- ----* v111SIONA v1////;11111lIII I Ill - - I I 0 _ T I > P.- r, - _j c\1 Mca < J0 Fmm < W 0 U _j LL woo T- LL U) T_ C:) z < N U) PA / PM: R. LETIECO DRAWN BY: JO JOB NO.: - MIA18-6041-00 - - �eU) III <w _j 2 Z) ww 0 . III m 0U) NW 0� Z) w i.- �- < X 0 U- I I I I I I I 0 1 1 z < U) III I I-_ 0 Z cn I. - L �e 0� V) _jLJ < W I— < 2 w V) LJJ f '. 0� w0 III 0 Q_uj � Z m a- of 0 III - (D U t,* Z) 0 V) 00MI I v a20 0 C) w CN C14 1 1 Q n n 0 - I (N I " I � 01 � 01 I I I I I PA / PM: R. LETIECO DRAWN BY: JO JOB NO.: - MIA18-6041-00 - - SHEET - Pon 1 , I I 00 0% at 'R " 0 5-- 0% .E- �0 E 2 5- . _j w - . mo E . _P r_ 0 Ln i m 9)_ 0 V r_ -3: 0 ev '? m = 0 m % s: 2 , 0 m U 4m ov LO 0 00 0-11 00 0 - > In C 0 0 u .0 :5 E E 0 U E 3 V � 0 & I 2 - I- 0 m m E 0 u I 0 =. 0 %.. 0 :1: I'll 2 u .9- 0 %.. 5 -- LN .G E 0 0% -101, . . - � - - I CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT .'_ � . ... . . . . � . . . � . . I . . .'. . � . . . I . . . . � . . I . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� . . . . . . . . . . i I . _" � . I :. - . .,.-.,. - .L. � ... L.'_ ...... _ . . . . . . . . . � . . . I .*= . � - - - - - �� . . . . . . . � . . . . . . . . I . . . . . �� ". . . . � . . . . I . ... . . . *1 . . . . . . . . . . . . . . . . . . . . :.% - _* . . . ...........: MMIC ..,-..,.,.�-.-.-,-�---.-.-."'.'.'-".'.'.'�'.'�'.'.'.'.-.'.'.-..'.-.'.'.'.-.-.-.-.-.,..-.�..--........."..-..,.'.'.,.'.-.-�'--...'. ". .,.-.,.,.,.,.*".'.'�,.L..-......�-.-.-.-.-.-.-.-.'.'.'.,.-.,.==='.,. .�.-.'.,.-.-.-.-.-.�.-.-.�.-.-.-.-. .-.-.---.='.'�'.'.,.,.*.'..,.,.,.-.,.,-,.,.1.1.1-*.,.,.,.,.,.*.,.,.=,.,.,.*.*.1.1.111.1.1.*�I.I.I.I.L.11*� . . . .'....., ... . . . . . . . . . . . . . � - , � . . . . � . . . � ' � � . . . . . . . . . . . . . . . . . � . . . . . ' � . . . . . � ' ' � � � � � . . . . . . L � ' . . I . . . � . . . I � I I . . . . � I I I . . � I � I � I - - � . . . I � - I I . . I . � � I . I . . . � . . . . . � . � I � . I I I . . . . � � I � . � I . . � . I . . . . I . � � . . . - I - . :.,.",-*.,-",---,-,�-'-'-'-'.'-'.'-'.,.,.- . - . - . I . - . - .. - . - L - . - . - . - . - - .... I L ^ ..' . . . . . . . . . . . � . . . . L . . . . . . . . . � . . . . . . . . I - . I . . . . . . I . . . � . . . . � . . . . .�.': ... � ........... � .................. ._'. ...... � ........ � ....... � _ ........... . ..... � ........... _ .... _"_ ..... - .'�� ' R ' * ------------ ..... * - � - '-, ,...'.'.=..,.L.....-....,..........,...,.,.,.-L.....-oE-ISM,[C-..-.,.'.L.RE-S-T.R."'-A,.*INT-.,.---*.'.-'L.'GU.IDEL-"INE...S.":.F-..'.O..,.."---L'�.,*,PlRI.N,G'--�"*-*,.'-".-".".-,..-.--""..-.,--."�.*.,.,."..,.-,.*-.,*..'--',._'�---..'�-,...,.",.�."-..,-,.,.-,-.�'..'.*..,..,*,.�,...,L."..,,-.---*.-.."L.."."", ....... � .... - ... L ....... � ....... � . ............... � .... � ........... � ................. L_ ........ ............ __ ...... � ... �.�..."..-.�..�..,.��-..�".,.......,.�.,..,.,..":.,-.�..-,.....�..�.,.,...L�....,..,-..:�.......,.,.,.-.......,..--.�.��-�.....�..-.....-.�...�.-.�.........,.L-,..�.-,..-.�.....�..L........�..�.,.�.........�.�..L..........-.= ..... � ......... - ... � .. .... I .............. ­­ ....... . � ..... 1-1 ..... ..... ­­­ ... ..... � ...... � .... ...... ­­ ......... ...,.-�.....,......,..........-....�......-:.-....: ... , . 1. ALL SEISMIC RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SEISMIC RESTRAINT GUIDELINES MANUAL AND ALL CERTIFIED SUBMITTAL DATA. ' 2. TRANSVERSE BRACE SPACING SHALL NOT EXCEED 50 FEET UP TO 0.258, 40 FEET UP TO 1.0g, AND 20 FEET UP TO 2.Og FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. LONGITUDINAL SPACING SHALL NOT EXCEED 80 FEET UP TO 1.0g, AND 40 FEET UP TO 2.Og FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. I 1 3. STEEL AND COPPER PIPE WITH SCREWED CONNECTIONS BRACE SPACING SHALL NOT EXCEED 1/2 THE SPACING LISTED IN NOTE 2 GUIDELINES. FOR PVC, PVDF, FRP, AND OTHER I SPECIALTY PIPING, BRACE SPACINGS SHALL NOT EXCEED 1/2 THE SPACINGS LISTED IN NOTE 2. ALL PIPE MUST BE CONSIDERED FULL OF WATER WHEN DETERMINING SEISMIC BRACE REQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE. I � 4. TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS A LONGITUDINAL RESTRAINT FOR A PIPE SECTION OF THE SAME SIZE CONNECTED PERPENDICULAR TO IT IF THE RESTRAINT IS INSTALLED WITHIN 24 -INCHES OF THE ELBOW OR TEE OR COMBINED STRESSES ARE WITHIN ALLOWABLE LIMITS AT LONGER DISTANCES. . - 5. HOLD DOWN CLAMPS MUST BE USED TO ATTACH PIPE TO ALL TRAPEZE MEMBERS BEFORE APPLYING RESTRAINTS. 6. BRANCH LINES MAY NOT BE USED TO RESTRAINT MAIN LINES. - 7. PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED. 8. PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROM BUILDING . TO BUILDING, OR SUPPORTED FROM DIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOW DIFFERENTIAL SUPPORT DISPLACEMENTS WITHOUT DAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORT CONNECTIONS. PIPE OFFSETS, LOOPS, ANCHORS, AND GUIDES SHALL BE INSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITY AND LIMIT MOTION OF ADJACENT PIPING. 9. PROVIDE APPROPRIATELY SIZED OPENINGS IN WALLS, FLOORS, AND CEILINGS FOR ANTICIPATED SEISMIC MOVEMENT. PROVIDE FIRE SEAL SYSTEMS IN FIRE -RATED WALLS. 10. GAS PIPING LESS THAN 1" I.D. NEED NOT BE BRACED. 11. WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITH VIBRATION ISOLATION, THOSE CONNECTIONS MUST BE CAPABLE OF ACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLER UNSUPPORTED PIPES ARE CONNECTED TO RIGIDLY SUPPORTED EQUIPMENT, (i.e., COILS, etc.); THOSE JOINTS MUST BE CAPABLE OF ACCOMMODATING MOVEMENT OF THE PIPES. 12. RIGID PIPING SYSTEMS MAY NOT BE BRACED TO DISSIMILAR PARTS OF THE BUILDING OR TO DISSIMILAR BUILDING SYSTEMS WHICH MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWO INDEPENDENT STRUCTURES SUCH AS CEILING AND WALL. I . 13. SEISMICALLY RESTRAIN ALL FUEL OIL PIPING, GAS PIPING, MEDICAL GAS PIPING, AND COMPRESSED AIR PIPING FOR FUEL OIL AND ALL GAS PIPING THAT IS 1" I.D. OR LARGER. TRANSVERSE RESTRAINTS MUST BE AT 20' MAXIMUM AND LONGITUDINAL RESTRAINTS AT 40' MAXIMUM SPACING. 1 14. PIPING LOCATED IN BOILER ROOMS, MECHANICAL EQUIPMENT ROOMS, AND REFRIGERATION EQUIPMENT ROOMS THAT IS 1-1/4" I.D. AND LARGER MUST BE SEISMICALLY RESTRAINED. 15. ALL OTHER PIPING 2-1/2" DIAMETER AND LARGER MUST BE SEISMICALLY RESTRAINED. 16. SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS AS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED. HOWEVER, IF THE 12" LIMIT IS EXCEEDED BY ANY HANGER IN THE RUN, SEISMIC BRACING IS REQUIRED FOR THE RUN. 17. THE 12" EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THE TOP OF EACH ITEM SUPPORTED BY THE TRAPEZE QUALIFIES. 18. WHERE THERMAL EXPANSION IS A CONSIDERATION, GUIDES AND ANCHORS MAY BE USED AS TRANSVERSE AND LONGITUDINAL RESTRAINTS PROVIDED THEY HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RESTRAINT LOADS IN ADDITION TO THE LOADS INDUCED BY EXPANSION OR CONTRACTION. 19. STEEL STRUTS SHALL BE 1-5/8" WIDE IN VARYING HEIGHTS AND MIG -WELDED COMBINATIONS AS REQUIRED TO MEET LOAD CAPACITIES AND DESIGNS INDICATED. A MATERIAL HEAT CODE, PART NUMBER, AND MANUFACTURER'S NAME SHALL BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAIN TRACEABILITY TO MATERIAL TEST REPORTS. - � 20. SEISMIC RETRAIN TS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERAL FORCE EQUAL TO 50% OF THE WEIGHT OF THE PIPING SYSTEM AND ITS CONTENTS. SEISMIC BRACING . SHALL CONFORM TO THE CURRENT ADOPTED EDITION OF THE FLORIDA BUILDING CODE AND THE ADMINISTRATIVE CODE, AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES FOR SEISMIC RESTRAINT, LATEST EDITION. 21. SPECIAL PIPE HANGER AND SUPPORT PROVISIONS REQUIRED FOR CONTROL OF PIPE EXPANSION, VIBRATION, AND SOUND TRANSMISSION IN CERTAIN PIPING SHALL BE DONE IN ACCORDANCE WITH GOOD SOUND ATTENUATION PRACTICE. 22. SUPPORT LS, FRAMES, BRACKETS, AND LEGS OF SPECIAL SUPPORTS SHALL BE OF UNISTRUT, SUPERSTRUT, OR ACCEPTED EQUAL, WITH CHANNELS, ATTACHING CLIPS, PIPE CLAMPS, AND OTHER REQUIRED ACCESSORIES. 23. PLASTIC PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CODE REQUIREMENTS (REVIEW WITH JURISDICTION). SHIMS SHALL BE PROVIDED TO PREVENT PIPE SAG BETWEEN FITTINGS. 24. SPACING OF TRAPEZE HANGERS SHALL BE DETERMINED BY THE SMALLEST PIPE ON I THE TRAPEZE. SIZES OF RODS FOR TRAPEZES SHALL BE GOVERNED BY THE LARGEST PIPE ON THE TRAPEZE. - 25. TRAPEZE HANGERS SHALL NOT BE LIGHTER THAN 16 GAUGE AND, WHEN EXPOSED TO WEATHER, NOT LIGHTER THAN 12 GAUGE. PIPING THAT RUNS IN PARTITIONS AND IS NOT SUPPORTED FROM CEILING OR FLOOR SHALL BE SECURELY AND INDEPENDENTLY FASTENED TO THE PARTITION MEMBERS WITH CLAMPS OR BRACKETS. 26. LATERAL MOTION OF PIPING WILL NOT CAUSE DAMAGING IMPACT WITH SURROUNDING SYSTEMS (e.g. OTHER PIPE, DUCT, EQUIPMENT, SPRINKLER HEADS, etc.) OR CAUSE LOSS OF SYSTEM VERTICAL SUPPORT. 27. VERTICAL SUPPORT CONNECTIONS CANNOT DEVELOP MOMENTS (e.g. SWIVEL JOINTS, I EYE BOLTS, VIBRATION ISOLATION HANGERS, etc.). 2 28. VERTICAL CAST IRON RISERS ATTACHED WITH SHIELD AND CLAMP ASSEMBLIES MUST BE STIFFENED AT THE CONNECTION POINTS OF ANY UNSUPPORTED SECTION OF PIPE. 29. VERTICAL RISERS IN AN OPEN SHAFT MUST BE ATTACHED TO THE SUPPORTS WITH CONNECTIONS SIZED TO ACCEPT THE HORIZONTAL SEISMIC LOADS. 1 30. WHERE EARTHQUAKE LOADS ARE APPLICABLE IN ACCORDANCE WITH THE BUILDING CODE, PLUMBING PIPING SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC, FORCES IN ACCORDANCE WITH THE BUILDING CODE. 31. HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION. HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. - 32. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45 DEGREES FOR PIPE SIZES 4 INCHES AND LARGER. 33. ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL 34. FOR PIPE SIZES GREATER THAN 4 INCHES, RESTRAINTS SHALL BE PROVIDED FOR DRAIN PIPES AT ALL CHANGES IN DIRECTION AND AT ALL CHANGES IN DIAMETER GREATER THAN 2 PIPE SIZES. . 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I........� ... �.....'�....,.�.I...........��.......-.�.I..�....�,.�.�...,..�...�.-.,.,.�..,.�'...,-.,..........".�....'��....,..�..�.-.,..'�.I...,....-...-�.I.....-�,.,.�...�....�,�..-��..-�,.�..�.....�..I � . - . . . . ...'. . � .'.'.'.'.'�-.-.-,�.....-..�-.'.'I ",". .'.'_'.7.'_*�_.'.'.'.'_'.'.'. � ................ - - w ................ : :.....,...-.,...,...-�-.-.-.'.-.�.,-.-�-.'.'-'.'."-'.'.'."'�'.'�-.-.-.-.--.-:.-.-.-.�.I..'.'.'-....-.,.".'.=-.=-.-.-.-.---..'.'�'..�.'.'�'.'..*.'.-.'.'.-.-.,..-..,..,-,.-.,.,..-........-.-.-.�.-,---.�.'.'.'�"-..�..-.'.-.-.-.-.'.-�-.-.-.-.-.*�..-...�.�.,.---.-......--.=.-.---�-.-.'.'.*.-."*.'.'.'.'.'.'.-.'.-.-�'.,.-.,.'.-.-.��.-.'."---.�.-.-".-.".-.-.-.-.-�l.-.-:.-_,.-�-.,.-.-� . ............ _.-.._._.'.-._._.-.___'_._. ... � ........ � .............. � ............... � ......... - ... __ ..... � .... � .... - ............ � .... � ......... ... I.......�I.I..,....�'.1.�....�l.I ....... ,�'....".-..,..�'..,.-,-.---.-'-,--,----��-""'�:.-.----.".--.-- ..� --- �'."-".'�-.--�l.'.'-"-�.,.-.....� . ........ I.....,-.......".......,....:�-,.-..�-.--,�.-.,-..-,.� .... � ........... :...-...-.---�-.-.,�.-.-....-:.-.-.-.-.......-.-. 1.00 -GENERAL SECTION 15400 -PLUMBING I - - F. CONDENSATE DRAIN PIPING: COPPER WATER TUBE ASTM B88, TYPE 'M', SOLDER WITH 95-5 SOLDER, LEAD-FREE TYPE. - r 3.03 PIPING INSTALLATION 1.01 DESCRIPTION OF WORK G. GAS PIPING: GALVANIZED STEEL, SCH 40 AND FITTINGS FOR OUTDOOR. BLACK STEEL, SCH 40 AND FITTINGS A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE I FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND/OR REASONABLY FOR INDOOR ABOVE GROUND. 3" AND SMALLER STEEL PIPES SHALL BE THREADED, 4' AND LARGER STEEL PIPES ARE TO BE WELDED. USE APPROVED POLYETHYLENE YELLOW PIPING (PE) FOR ALL OUTDOOR PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS. INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK � I . UNDERGROUND PIPING WITH 14 GAGE TRACER WIRE AND SHALL NOT COME IN CONTACT WITH PE PIPING. PE B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PIPING OR EQUIPMENT - EPCO, OR EQUAL. A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN. PIPE MUST BE JOINED BY HEAT FUSION METHOD OF CONNECTING PIPE AND FITTINGS OR APPROVED , C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. LL_ MECHANICAL FITTINGS. SHOW NO TOOL MARKS OR THREADS AT FITTINGS. B. DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND 1 . . 2.01 PIPE FLASHINGS D. CAP OPENINGS IN PIPING DURING CONSTRUCTION. ION TO BUILDING WATER AS SHOWN. 0 00 E. PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE I— BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTEND BRASS PIPE FROM FIXTURE TO C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT. 4 LBS. LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL. POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED - N PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS. D. FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS. 2.02 VALVES F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY . OF PIPING. - E. CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS. A. GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER. D & WHITE 238 OR EQUAL, 3" AND SMALLER. G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH . ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT I F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING. C. BALL VALVES: NIBCO 580-70 OR EQUAL, 3" AND SMALLER. . SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE . . 2.03 PLUMBING FIXTURES AND TRIM: ACCEPTABLE TO THE ARCHITECT. G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE. - H. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED. I. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO BE - H. HANGERS, SUPPORTS, AND GUIDES. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBING JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE m FIXTURE SCHEDULE. HEATING ASSEMBLY. 1. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT.204 PIPE HANGERS AND . SUPPORTS I J. ROUGH -IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER - . . DIVISIONS, REQUIRING PLUMBING CONNECTIONS. J. RECORD DRAWINGS AND OPERATING MANUALS. A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL. 3.04 SUBSTITUTIONS . K. LICENSE, PERMITS AND ASSOCIATED FEES. I B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. _j C. PIPE HANGERS SHALL HAVE NON-METALLIC FELT OR ELASTOMERIC LINER OR WRAP APPLIED TO THE PIPE A. ONE OR MORE MAKES OF MATERIALS AND METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK FOR ELECTROLYTIC PROTECTION WHERE HANGERS AND SUPPORTS ARE USED TO SUPPORT COPPER TUBING STANDARD OF QUALITY, WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS _j < OR PIPE. THE LINER OR WRAP SHALL BE DESIGNED TO ALLOW EXPANSION OR CONTRACTION OF THE PIPING. I EQUAL OR BETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE M. CONDENSATE DRAINS FROM HVAC EQUIPMENT, AND GAS PIPING. 2.05 PIPE SLEEVES - SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND 0 V) N APPROVAL BY CT, ENGINEER AND OWNER. 1 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS - - SHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE AND MASONRY WALLS. B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED A. HVAC AND ELECTRICAL WORK. 15500 AND 16000 ANNULAR SPACES BETWEEN SLEEVES AND PIPES SHALL BE FILLED OR CAULKED IN AN APPROVED STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL 1 B. FIRE PROTECTION WORK 153000 (IF APPLICABLE) MANNER. ANNULAR SPACES BETWEEN SLEEVES AND PIPES IN FIRE -RESISTANCE -RATED ASSEMBLIES DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, 1 SHALL BE FILLED OR TIGHTLY CAULKED IN ACCORDANCE WITH THE BUILDING CODE. ALL UNDERSLAB CAST AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED. 1.03 EXAMINATION OF SITE . IRON PIPING SHALL BE COVERED WITH POLYETHYLENE SLEEVE (POLYWRAP) AND CONTRACTOR MUST FOLLOW - AL FOR PROPER INSTALLATION. C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI . A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS 2.06 TEMPERATURE AND PRESSURE RELIEF VALVE SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING: WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL 1. PERFORMANCE DATA COSTS. CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE TEMPERATURE & PRESSURE RELIEF VALVE SHALL DISCHARGE FULL LINE SIZE TO AN APPROVED WASTE . - 2. DIMENSIONS . PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR RECEPTOR THROUGH AN AIR GAP AS INDICATED ON PLANS OR 6" MINIMUM, 24" MAXIMUM. 3. COSTS AND DELIVERY SCHEDULE ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. I 4. LISTED AND APPROVED . B. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS 2.07 SCALD GUARD PROTECTION . � D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION - UNDER WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS ANDREQUEST PROVIDE AND INSTALL LAVATORY SCALD PROTECTION FOR WASTE PIPING AND HOT WATER PIPING. . � FORM ASSURING THAT: TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE 1. DIMENSIONS HAS BEEN VERIFIED WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE 2.08 DOMESTIC PIPING INSULATION TRADES. SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS." SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER 2. HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING REDESIGN, DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING A. PROVIDE AND INSTALL"INSULATION PROTECTION SHIELD" FOR PIPING WITH FOAM OR FIBERGLASS REENGINEERING AND REVIEW OF SUBSTITUTION. ONLY ONE ENGINEERING REVIEW TIME IS ALLOWED FOR EACH COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH INSULATION. PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A B. INSULATE ALL RAINWATER PIPING WITH 1" THICK FIBERGLASS INSULATION BELOW THE DECK UP TO 25 ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY FEET OF HORIZONTAL RUN. - 3. HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER THE CODE. . C. INSULATE ALL HORIZONTAL WASTE PIPING (HUNG) WITH 1-1/2" THICK FIBERGLASS INSULATION ABOVE TRADES, THE CONSTRUCTION SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS. NOISE SENSITIVE AREAS ONLY. INSULATE ALL EXPOSED WATER PIPING AT THE TRASH ENCLOSURE. 4. HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE 1. 1.04 DRAWINGS D. INSULATE ALL DOMESTIC WATER PIPING OUTSIDE THE BUILDING OR ON ROOF WITH 1-112" THICK PROPOSED SUBSTITUTION. � THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND ARMSTRONG ARMAFLEX OR APPROVED EQUAL, AND SECTIONS BUTTED FIRMLY TOGETHER. E. INSULATE ALL CONDENSATE DRAIN PIPING WITH 112" THICK ARMSTRONG ARMAFLEX OR EQUAL, AND E. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL B . E RETURNED TO THE CONTRACT OR THE OWNER IF MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL SECTIONS BUTTED FIRMLY TOGETHER. THE SUBSTITUTION IS PERMITTED. BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH, THE DRAWINGS SHALL BE CONSIDERED AS F. INSULATE ALL HOT WATER PIPING AND HOT WATER RETURN PIPING. THE INSULATION FOR HOT WATER SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS AND RETURN PIPING SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN 1' FOR A PIPE UP TO 1* F. NO WORK IN MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN FOUND SHALL BE MADE. DIAMETER, 1.25' FOR 1-1/4'PIPE, 1.5"FOR 1-1/2" PIPE, 2" FOR 2" PIPE OR MORE IN DIAMETER. ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF 1.05 RULES AND REGULATION . S - G. PROVIDE AND INSTALL SCALD GUARD PROTECTION/INSULATION UNDER SINKS WITH EXPOSED P -TRAPS PREFERRED SUBSTITUTIONS. . AND HOT WATER SUPPLIES. - 3.05 COORDINATION A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF H. ALL OUTDOOR INSULATION SHALL BE PROTECTED WITH ALUMINUM JACKET. THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN2.09 CLEANOUT A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE . CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE PLUMBING CONNECTIONS. CODES. A. ACCESSIBLE CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE STACK AND INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND . I RAINWATER LEADERS. ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. B. FURNISH H WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. CLEANOUT MUST BE PROVIDED ON A z COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN HORIZONTAL DRAIN LINE EXCEEDING 5FT OR MORE IN LENGTH SERVING SINKS OR URINALS. AN APPROVED B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. THESE SPECIFICATIONS OF DRAWINGS. TYPE OF 2 -WAY CLEANOUT FITTING SHALL BE INSTALLED OUTSIDE OF A BUILDING AT THE LOWER END OF A CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO BUILDING DRAIN AND EXTENDED TO GRADE. I PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE - C. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORDS MECHIELECT. DESIGN . MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALLEXPENSE. 2.10 WATER HEATER OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR To BIDDING THE JOB. WHERE LANDLORDS REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES THE A. PROVIDE ANCHORS AND STRAPS TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE . STRICTEST INTERPRETATION SHALL APPLY. MOTION. 3.06 MARKING AND IDENTIFICATION ; 1.06 SUBMITTALS . B. STRAPPING SHALL BE LOCATED UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS. STRAPS A. ALL DOMESTIC COLD WATER, HOT WATER, SANITARY SEWER, SANITARY VENT, CONDENSATE DRAIN, AND SHALL BE A MINIMUM 2"X16 GAGE PROPERLY SECURED TO WALL STUDS. ELEVATE WATER HEATER AT LEAST 4" . � NATURAL GAS PIPING SHALL HAVE VISIBLE PERMANENT LABELS AT EVERY 20 FEET, THE A. SUBMIT FOR REVIEW TO THE OWNER A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT AND MATERIALS MINIMUM ABOVE THE FINISHED FLOOR WITH AN APPROVED BASE. PROVIDE A 22 GAGE WATER TIGHT DRAIN DIRECTION OF NORMAL FLOW SHALL BE CLEARLY SHOWN, AT LEAST ONCE PER ROOM, AND PROPOSED FOR USE (6 COPIES), ACCOMPANIED BY MANUFACTURERS DATA SHEETS. DATA SHALL BE PAN, CORROSION RESISTANT, AT THE BOTTOM OF THE WATER HEATER. DRAIN PAN SHALL HAVE A 3/4" DRAIN SHALL BE VISIBLE FROM THE FLOOR LEVEL. THE MINIMUM SIZE OF THE LETTERS SHOWN ON TABLE 6-1 FORWARDED IN A SINGLE PACKAGE WRITTEN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLACKLINE LINE TO BE DISCHARGED INTO AN APPROVED RECEPTOR BY MEANS OF AN AIR GAP. A PROPERLY SIZED THERMAL EXPANSION TANK SHALL BE PROVIDED AT THE WATER HEATER. HOT WATER SUPPLY FOR THE BELOW. VALVES SHALL BE LABELED WITH STENCILED OR STAMPED METAL TAGS BEARING THE NAME PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION. INCLUDE LAVATORIES AND HAND SINKS SHALL NOT EXCEED 110°F TEMPERATURE. OF THE SYSTEM THEY CARRY. I SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. I 2.11 TRENCHING . TABLE 6-1 - B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT 6 COPIES OF A LETTER STATING ANY MATERIALS THAT 0- < m CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION ASA. ALL TRENCHES DEEPER THAN THE FOOTING OF ANY BUILDING OR STRUCTURE AND PARALLELING THE PIPE SIZE (INCHES) SIZE OF LETTER (INCHES) ME, TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARYSAME SHALL BE AT LEAST 45 DEGREES THEREFROM. Y2 - 1 X Y2 INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE I IY2-2 Y4 EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. 3.00 - INSTALLATION AND EXECUTION2Y2 - 6 1 X I . 8-10 2Y 1.07 AS -BUILT DRAWINGS � 3.01 GENERAL . - I - A SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE SHALL INDICATE THE - A. CAST-IRON HUBLESS WITH STAINLESS STEEL SHIELDED COUPLING SHALL BE SUPPORTED 0 INSTALLATION "AS -BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR HORIZONTALLY AT EVERY OTHER JOINT, UNLESS OVER 4 FEET, THEN SUPPORT EACH JOINT ADJACENT TO . REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON JOINT, NOT TO EXCEED 18', BRACE AT NOT MORE THAN 40FT INTERVALS, SUPPORT AT EACH HORIZONTAL THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLE, ALONG WITH I BRANCH CONNECTION. HANGERS SHALL NOT BE PLACED ON THE COUPLING. SUPPORT VERTICAL PIPES AT THE . ONE SET OF BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL BASE AND EACH FLOOR NOT TO EXCEED 15FT. HANGERS AND SUPPORTS FOR ALL PIPING SHALL COMPLY WITH ACCEPTANCE OF THE PROJECT. THE CPC 2013 TABLE 3-2. 1.08 GUARANTEE . . 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING . THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY - A. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH - DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE ACTION BY ISOLATING DISSIMILAR METALS. OF FILING OF THE NOTICE OF COMPLETION. . - . � 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS FOR - DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS I I - A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. I SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES ORES OF THE MANUAL SHALL BE BOUND C. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED. PROVIDE ALL TEST . IN HARDBACK BINDERS. EQUIPMENT, INCLUDING TEST PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTION PERIOD TO GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH.. NO � _. COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL -BE SCHEDULED AT OWNER'S CONVENIENCE. PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, . - 1.10 CUTTING AND PATCHING AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS. . A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE D. APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; - - INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST OPENING, AND FILL THE SYSTEM WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN B. PATCHING SHALL BE OFTHE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT FOR THE HIGHEST OPENING OF THE SECTION UNDER TEST, . ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE AND FILL EACH SECTION WITH WATER, BUT TEST WITH NO LESS THAN A 10' HEAD OF WATER. IN TESTING . I . STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. SUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXT PRECEDING SECTION SO THAT NO JOINT I OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO A 2.00 -MATERIALS -PIPING TEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR 00 AT LEAST 24 HOURS BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE LOCAL AUTHORITY HAVING JURISDICTION. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS 00 THAN 120 PSI. PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING. - A. INTERIOR UNDERGROUND STORM, SANITARY AND WASTE PIPING: � SERVICE WEIGHT BELL AND SPIGOT CAST IRON OR NO -HUB C.I. PIPE AND FITTINGS, F. CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN ACCORDANCE WITH W COMPLYING WITH CISPI STANDARDS, OR ABS DWV SCH40 IF ALLOWED BY THE LOCAL AUTHORITY HAVING STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. TESTING BY A FIRM JURISDICTION. . SUCH AS BENNET-MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS. C. INTERIOR DOMESTIC WATER PIPING ABOVE GROUND: . � G. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITING THAT THE I - YAND SMALLER - TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95-5 TIN AND ANTIMONY SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED - SOLDER JOINTING (LEAD-FREE). REQUIREMENTS. I I E. DOMESTIC WATER PIPING BELOW GROUND: H. GAS PIPING SYSTEM SHALL BE TESTED WITH 10 PSIG AIR FOR EIGHT HOURS. - I , TYPE K COPPER PIPE SHALL BE USED. WHEN PIPING IS INSTALLED WITHIN A BUILDING AND UNDER A CONCRETE SLAB, IT �I re) SHALL BE INSTALLED WITHOUT JOINTS. WHEN JOINTS ARE UNAVOIDABLE, THEY SHALL BE BRAZED. I . a. PROTECTIVE PIPE COVERING SHALL BE FACTORY OR FIELD APPLIED ACCORDINGLY TO MANUFACTURERS WRITTEN I INSTRUCTIONS. - I - b. 2Y2" OR LARGER PRODUCTS SHALL BE POLYKEN NO. 1027 PRIMER AND POLYKEN NO. 910 TAPE COATING, 10 MIL, CN MINIMUM 1" OVERLAP REQUIRED. - c. 2" AND SMALLER PRODUCTS SHALL BE 10 MIL PLASTIC SLEEVE PROTECTOR. . - - - � . - - I I I - � I I - - - - I - � - I - I - I I - . . _ I I.- I -,. A; a- I I m :�:�"� - 0 w C w w.e a- m 1 '4 A m 0 Cm 0 _j 4e C < 0 -- T m > I ww X: Fi CO \ < _j i.- 3: .j < O� 0 LL_ fn _j 0 Ld I U I.- 0 z Ld 0 -- T J0 > I - X: N m CO \ _j i.- . .j < O� 0 r -4D fn _j 00 0 00 I— (/) It- Cf) 0 - N I— N (z zt* 'O 2 m: . - u =) w to ;..4 0 0 0 Q: z *z 4 W-4 4� I N m 0) Q) a) 1 R m Q) N �q LLI ;-q z .5 S4m tt N _j bo En ,- - c ri) w - - �-j Z ..r K N _j < 42 . - 4 - � ;.4 2 Q) 4 (u C" - - - C:) 5 Lf) 't Ln 0 0 V) N u ;. M - 4, 5 it ;. . � r-4 . - Lr) �R CO � (t A. - , M u r_4 L >_ < S2 I . J :z . ACIES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright Q 2018 \ , 0011 I I I I I It/,,//// ,,\\0 VSON 4 �"//'Ivz :o\7��\' ..-- '... \a;7� v '� '� V'-� -- � .. \ . . No. 626 0 - . k z: # / *. = : I = : . = : = I 9= _1 __. . _ I . a * I. __ _� %:� I _ ,,0 .. STATE OF J* .. . ........ E�C'\?````� 11111111111 . .-a a 0 -- T J0 > r,.- r.- - _j N m CO < _j 0 F� .j < O� 0 () fn _j woo (/) It- z < - N U) a PA / PM: U) DRAWN BY: J0 JOB NO.: - MIA18-6041-00 - - I Y w < 2 w w I U) I z 0 � < C) w 1 � [Z a 5 w - - - - (D z m � D U)F_ y LLJ zi w W 0- < m (n V) �_ - I W w LLJ of 0 M w LL1 0 CL x 0f , a- 0 0 LL. 0 LLI b'0D O 0o N I I !0- 00 00 W C14 CN I I - �I re) P" 1 0 - 1 CN L r, I 1 f., 0 PA / PM: R. LETIECO DRAWN BY: J0 JOB NO.: - MIA18-6041-00 - SHEET . P002 � co CAUTION: IF THIS SHEET IS NOT 30"x42' IT IS A REDUCED PRINT 3 r 04 0- I 0 N a / v+ c E a / J Li S O .r c O N m m U c 3 O I.- �f m O m V N O L U rn 4m Lo Go r _co O H v 'c 7 E O U E m u N cn N _ v L a E O v 0 N O N V O N E N / Y O 3 } Z Q L� O Z W m W U Z W O U W 2 F- O Of O w n m M 0 U J Q W O' Q li O w U t= O Z W S F O 2 C7 D O w m W m J J Q } U Z a W of ACTES U N ENGINEERING } 3371 Olcott Street, Santa Clara, CA 95054 z Q ph: (408)522-5255 1 fx: (408)522-5260 w info@acies.net I Copyright©2018 t o `0�����''' F w.•��CENSF•.• _ ••: i No. 62620 Z = _ O = ! 0 �.o T 24 - LLj �� .�•� Of W m J J Q N Z Q V) Z O V) Z W 0 W J Q U N OfW O W U z W 0 W U W a W Y Q J J Q N N Z O Z W 0 Z W I -- I -- 2i F -2i O] O U J Q W Q 2 3 Z W M- W W C.7 } l m a W U X W Y 3 O' W O z Q z O 0 W N D W m H O Z J J Q 2 0 z Q m M O U J Q W 0' 3 li O 1- 2 c� a O U 0 Z Q } w W a 0 a W F- Im Z R. LETIECQ DRAWN BY: JO JOB NO.: MIA18-6041-00 U Y Q 0 0 w LL z w\ Z w Q �< LL w W U) F Z !Q!LLJ V J Z Y � 2 t - W N V) L.) 0 o W a 0 co U LLI C G O 0 co O N V'1 J W 00 o N 00 0 N Q M i n N n 0 n 01 1 PA / PM: R. LETIECQ DRAWN BY: JO JOB NO.: MIA18-6041-00 cc 0 N 7 7 N 5 H CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 3 N a I 0 tV c E 7 a' J O c v N m N C N U c 3 4 m m O 0 L U Of Ln Go / 00 O N O O V 'c M E O U E V N N .r - O L .G G O V 0 M a� 3 v O N �c •E O ON / Y Q } z Q L- O Z w m w U Z W O U W 2 H O H Q' 0 ir a m 0 U J Q W d' Q 3 0 w U O z W 2 I-- 0 O of m w m J J N } U Z Q a w w U N_ 0 } z w N m O W F= - Z O 0 w Of W m J J N 0 Z Q N z O z W O 0 W J Q U N O w U z w 0 W U w a W Y H J J Q V) V) Z 0 (N z W m M z W I.- I-- cd - Hm m O v J W Q' Q S F- f - z W M W W w U Q } m a W U X W Y O O 9 of W 2 I --- O z z O 0 W N w m I-- 0 O z - J J N 0 Z m O U J Q W 3 0 2 c� a O U 0 Z Q } I -- Of Ir W M O x a w 2 W (n z 0 F= v U w CL In 0 z V) C5 Z Q 0 W N W 2 1•- 09 1 EE V a. > "0C 110 H O o cf bA (� O no �, co z a u ri o 4 Q) o L � - LC) L6�+ r-4 Om � �1a •� bA 'U r � � ACIES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net ( Copyright(D2018 ``````��\\\\1►111111►1/////// • No.626 0 �*o ' STATE OF PA / PM: O DRAWN BY: J0 > ti J N M J m Y J 0 �-QO LL LL U) �Z NU) N PA / PM: O DRAWN BY: J0 JOB NO.: MIA18-6041-00 Y Z < W 0 0 J L!_ 0. W W F- a U_ F- cW G 0 �\ V Y W N 2V) _Z m C�0 W O a ao � 0 � U w O (f) O � N 00 00 O O W N N Q M Q N 0 101 PA / PM: R. LETIECQ DRAWN BY: J0 JOB NO.: MIA18-6041-00 SHEET 1 N P2m N 3 L I= CAUTION: IF THIS SHEET IS ' NOT 30"x42" IT IS A REDUCED PRINT / / Y of 3 } z 0 z W m W U Z W 0 U W 2 F-- 0 m 0 ir a m O U J W R' Q Li 0 W U H O Z W 2 F— O 2 Cl) D 0 of m W m J J N } U Z Q a W Of U N } z LJ t -- V) m O W Z O in W Li Qf LLIm J J 2 N n Z Q V) Z O N Z W m C3 Q W J Q U V) CL' W O W U Z W 0 W U W of d W Y FQ— J J N z 0 N z W D z W F- D] 0 U J W it 2 H H Z W M W W Of C, } m I -- a. W U x W Y O 3 Cr W 2 O } Z z O W N D W m I-- 0 z J J Q 2 V) 0 Z m m 0 U J W 3 LL. O I-- 0 0 Of a O U 0 Z Q Lr W a 0 w a W I -- W w N z 0 F-- U U W Q- V) 0 z () 0 z_ W U) W 2 O 14 E0 'E V a. ACTS ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 `````````\ r u u u u ►►►ii�z�����' SON .� •.�CENS' No. 62620 = 1 S 16 • , e 4Z OR "ii ONAi r� r0G �````` U) U) DRAWN BY: G � � ti H J N M O Y 00 cci IL who U o LL Q NU) N 3xc oo z a ft-, 4T 0 V~ is r.L4 �--� O '5Lri Ln Om cC +0+ w co ra. to U e-4 ACTS ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 `````````\ r u u u u ►►►ii�z�����' SON .� •.�CENS' No. 62620 = 1 S 16 • , e 4Z OR "ii ONAi r� r0G �````` U) U) DRAWN BY: G � � ti J N M m Y IL who LL Q NU) N PA / PM: U) DRAWN BY: JO JOB NO.: MIA18-6041-00 Y Q w z Q J a. w LL 0 �0N 11.1. V Z 0107 G C0 FL- Y N Q N LU LLJ � � W O Q- 0 0 o LL U W O V) O 00101 a0 �_ 00 W N N Q 0 _2 N 1 1 0 0 PA / PM: R. LETIECQ DRAWN BY: JO JOB NO.: MIA18-6041-00 SHEET P3lc� N mO c0 N .0 H m 3 O 0 U U Li N J U- O c 0 V) -v m 0 c V U c 3 O H m 0 m 3 i V `0 U O 0) Lo 0 00 O CN U) c O 0 �C E O U E 0 U O V) a� O t .o E O _U 0 N 0 3 CAUTION: IF THIS SHEET IS NOT 30"`x42" IT IS A REDUCED PRINT O to NOT P FIRE ALARM NOTES - DESCRIPTION G 1. ALL FIRE ALARM DEVICES SHALL BE SELECTED AND POSITIONED PER LATEST EDITION OF NFPA 72 AND THE 11. OPERATION: 13. POWER REQUIREMENTS: FIRE ALARM HORN, MOUNTED AT +90" AFF. TO TOP OF AMERICAN'S WITH DISABILITIES ACT GUIDELINES FOR LIGHT INTENSITY AND AUDIBILITY. IT IS THE FIRE ALARM - LL FIRE ALARM STROBE LIGHT, 'xx' INDICATES CANDELA RATING PER FIRE ALARM DEFERRED SUBMITTAL, MOUNTED AT +90" xxal CONTRACTOR'S RESPONSIBILITY TO INSTALL CORRECT QUANTITY AND IN PROPER LOCATIONS. THE OVERALL 11.A. THE SYSTEM ALARM OPERATION SUBSEQUENT TO THE ALARM ACTIVATION OF ANY MANUAL STATION, 13.A. THE CONTROL PANEL SHALL RECEIVE 120 VAC POWER VIA A DEDICATED CIRCUIT. FIRE ALARM HORN/STROBE LIGHT COMBINATION, 'xx' INDICATES CANDELA RATING PER FIRE ALARM DEFERRED FIRE ALARM INSTALLATION, INCLUDING, ANNUNCIATION AND EMERGENCY NOTIFICATION, MUST COMPLY WITH AUTOMATIC DETECTION DEVICE, OR SPRINKLER FLOW SWITCH SHALL BE AS FOLLOWS: V CEILING MOUNTED FIRE ALARM STROBE LIGHT, 'W INDICATES THE LANDLORD'S "TENANT CONSTRUCTION AND DESIGN" MANUAL, IF APPLICABLE, AND THE LEASE AGREEMENT m 13.B. THE SYSTEM SHALL BE PROVIDED WITH SUFFICIENT BATTERY CAPACITY TO OPERATE THE ENTIRE SYSTEM HVAC SMOKE DUCT DETECTOR BETWEEN LANDLORD AND TENANT. ANY CONFLICTS BETWEEN THIS DESIGN AND THE LEASE AGREEMENTS 11.A.1. THE APPROPRIATE INITIATING DEVICE CIRCUIT RED LED SHALL FLASH ON THE CONTROL PANEL UNTIL :F� UPON LOSS OF NORMAL 120 VAC POWER IN A NORMAL SUPERVISORY MODE FOR A PERIOD OF FOUR (4) MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO INSTALLATION, OR REMEDIAL MEASURES WILL THE ALARM HAS BEEN SILENCED AT THE CONTROL PANEL. ONCE SILENCED, THIS SAME LED SHALL HOURS WITH FIVE (5) MINUTES OF ALARM INDICATION AT THE END OF THIS PERIOD. THE SYSTEM SHALL D BE PER THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. LATCH ON. A SUBSEQUENT ALARM RECEIVED AFTER SILENCING SHALL FLASH THE SUBSEQUENT ZONE AUTOMATICALLY TRANSFER TO THE STANDBY BATTERIES UPON POWER FAILURE. ALL BATTERY CHARGING 2. ALL WIRING FOR FIRE ALARM DEVICES SHALL BE IN RIGID STEEL THREADED CONDUIT AND SHALL BE PLENUM ALARM LED ON THE CONTROL PANEL. I AND RECHARGING OPERATIONS SHALL BE AUTOMATIC. BATTERIES, ONCE DISCHARGED, SHALL RECHARGE APPROVED LOW VOLTAGE WIRING AND BE COMPATIBLE WITH THE BUILDING FIRE ALARM SYSTEM, IF 11A.2. A PULSING ALARM TONE SHALL OCCUR WITHIN THE CONTROL PANEL UNTIL SILENCED. AT A RATE TO PROVIDE A MINIMUM OF 70% CAPACITY IN 12 HOURS. J APPLICABLE. FIRE ALARM SYSTEM SHALL BE HARD WIRED. USE SIZES OF WIRE FOR HORN/STROBE CIRCUITS, 13.C. ALL CIRCUITS REQUIRING SYSTEM OPERATING POWER SHALL BE 24VDC AND SHALL BE INDIVIDUALLY TO BE CALCULATED BY THIS CONTRACTOR TO MEET ALL CODE ISSUES. 11.B. ALL ALARM INDICATING APPLIANCES SHALL SOUND IN A CONTINUOUS RINGING ALARM PATTERN UNTIL FUSED AT THE CONTROL PANEL. SILENCED BY THE ALARM SILENCE SWITCH AT THE CONTROL PANEL. 3. ALL SMOKE DETECTORS AS APPLICABLE, SHALL OPERATE ON "ALARM VERIFICATION.." UPON VERIFICATION, A Q 14. EXECUTION: "FIRE ALARM" SIGNAL SHALL BE SENT TO A LOCALLY APPROVED OFF-SITE ALARM RECEIVING FACILITY. FIRE 11.C. ALL VISUAL ALARM LAMPS SHALL OPERATE UNTIL SYSTEM IS RESET. zap ALARM SIGNALS SHALL ALSO BE SENT UPON ACTIVATION OF WATERFLOW OR MANUAL STATION OPERATION. A "SUPERVISORY" V c1 +a+ at Qr •� 14.A. - PROVIDE AND INSTALL THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SIGNAL SHALL BE SENT UPON VALVE TAMPER SWITCH ACTIVATION. A "TROUBLE" SIGNAL SHALL 11.D. IF A SPRINKLER SYSTEM IS EXISTING, THE ACTIVATION OF ANY STANDPIPE OR SPRINKLER TAMPER SWITCH ALL WIRING, PLANS AND SPECIFICATIONS, ALL APPLICABLE CODES AND THE SHALL BE IN A COMPLETELY BE SENT IN THE EVENT OF CIRCUIT INTERRUPTION. IF THE SYSTEM IS HOOKED ONTO A LANDLORD PROVIDED SHALL ACTIVATE A DISTINCTIVE SYSTEM SUPERVISORY AUDIBLE SIGNAL AND ILLUMINATE A "SPRINKLER V SEPARATE CONDUIT SYSTEM. ALL WIRING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL THE JUNCTION BOX OR SYSTEM, THIS CONTRACTOR TO CONTACT LANDLORD REPRESENTATION TO REVIEW SUPERVISORY TAMPER" LED AT THE SYSTEM CONTROLS. THERE SHALL BE NO CONFUSION BETWEEN PROVISIONS OF NEC - ARTICLE 760, POWER -LIMITED PROTECTIVE SIGNALING CIRCUITS. APPLICABLE LOCATIONS FOR SIGNALS, AND HOW AND WHERE THEY ARE TO BE RECEIVED. VALVE TAMPER ACTIVATION & OPENS AND/OR GROUNDS ON FIRE ALARM INITIATION CIRCUIT WIRING. W 4. ALL DUCT DETECTORS INDICATED SHALL BE LOCATED DOWNSTREAM OF AIR FILTER AND AHEAD OF ANY 11.E. IF A SPRINKLER SYSTEM IS EXISTING, ACTIVATING THE TROUBLE SILENCE SWITCH WILL SILENCE THE 14.13. INSTALLATION OF EQUIPMENT AND DEVICES THAT PERTAIN TO OTHER WORK IN THE CONTRACT SHALL BE CLOSELY COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS. BRANCH CONNECTIONS IN EACH AIR SUPPLY SYSTEM. SUPERVISORY AUDIBLE SIGNAL WHILE MAINTAINING THE "SPRINKLER SUPERVISORY TAMPER" LED 5. INSTALL ALL HORN/STROBE UNITS WITH BOTTOM OF DEVICE AT 6-8" ABOVE FLOOR OR SLIGHTLY HIGHER AS INDICATING THE TAMPER CONTACT IS STILL ACTIVATED. 14.C. THE CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE INSIDE AND THE OUTSIDE OF THE FIRE DICTATED BY WALL DECOR OR FIXTURING. ALL STROBE/SPEAKER DEVICES MUST BE SECURELY MOUNTED AND 11.F. RESTORING THE VALVE TO THE NORMAL POSITION SHALL CAUSE THE AUDIBLE SIGNAL AND LED TO PULSE \U ALARM EQUIPMENT AFTER COMPLETION OF INSTALLATION. SHALL NOT BE SUBJECT TO ACCIDENTAL DISLODGING. AT A MARCH TIME RATE. 14.D. THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE ON SITE SUPERVISION OF 6. EACH FAN SHUT DOWN RELAY SHALL BE MANUALLY RESETTABLE AT THE CONTROL PANEL. 11.G. ACTIVATING THE TROUBLE SILENCE SWITCH WILL SILENCE THE SUPERVISORY AUDIBLE SIGNAL AND W INSTALLATION. INSTALLER SHALL HAVE A NICET LEVEL III OR HIGHER CERTIFICATION AND A STATE LOW -VOLTAGE UNRESTRICTED LICENSE. RESTORE THE SYSTEM TO NORMAL. 7. ALL FIRE ALARM EQUIPMENT USED SHALL BE FROM THE SAME MANUFACTURER AS THE LANDLORD'S BUILDING 15. TEST: SYSTEM, AS APPLICABLE. 11.H. THE PANEL SHALL AUTOMATICALLY RESET ITSELF. 8. AN "AS -BUILT" DRAWING OF THE FIRE ALARM SYSTEM SHALL BE MAINTAINED IN THE TENANT SPACE AFTER 11.1. ANY MOMENTARY OPENING OF AN INITIATING OR INDICATING APPLIANCE CIRCUIT SHALL CAUSE THE 15.A. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE WITH NFPA 72H BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FIRE MARSHAL. UPON cl) Y W INSTALLATION, WITH A COPY SENT TO THE ARCHITECT FOR RECORD PURPOSES ONLY. . AUDIBLE SIGNALS TO SOUND FOR 4 SECONDS TO INDICATE THE TROUBLE CONDITION. COMPLETION OF A SUCCESSFUL TEST, THE CONTRACTOR SHALL SO CERTIFY IN WRITING TO THE OWNER. 9. TO TENANT: 12. SUPERVISION: 16. WARRANTY: ALTHOUGH FIRE ALARM NOTIFICATION DEVICES HAVE BEEN DESIGNED TO AFFORD THE MINIMUM REQUIRED 00 00 DECIBEL LEVEL THRU-OUT THE SPACE, THE PRESENCE OF MERCHANDISE & FIXTURES HAVE AN EFFECT ON THE 12.A. THE SYSTEM SHALL CONTAIN CLASS 'B' INDEPENDENTLY SUPERVISED INITIATION CIRCUITS SO THAT A 16.A. THE CONTRACTOR SHALL WARRANT THE COMPLETED FIRE ALARM SYSTEM WIRING AND EQUIPMENT TO BE DECIBEL LEVEL UNPREDICTABLE AT THE TIME OF DESIGN. IN THE EVENT MINIMUM DECIBEL LEVELS ARE NOT 15 DBA ABOVE THE AMBIENT SOUND LEVEL FOR THE OPERATIONAL STORE OR ACCEPTABLE TO THE LOCAL FAULT IN ANY ONE ZONE SHALL NOT AFFECT ANY OTHER ZONE. THE ALARM ACTIVATION OF ANY INITIATION CIRCUIT SHALL O N FREE FROM INHERENT MECHANICAL C ANICAL AND ELECTRICAL DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE ADDITIONAL NOTES 1. IT IS THE RESPONSIBILITY OF THE FIRE ALARM CONTRACTOR TO INSTALL NEW DEVICES PER FIRE DEPARTMENT REVIEW. 2. ALL NEW TENANT FIRE ALARM DEVICES MUST BE INTELLIGENT / ADDRESSIBLE TYPE, COMPATIBLE WITH BASE BUILDING FIRE ALARM SYSTEM, AS REQUIRED BY BUILDING STANDARDS. 3. ALL DEVICES SHOWN TO BE FURNISHED & INSTALLED BY TENANTS FIRE ALARM CONTRACTOR -DEVICES TO MATCH BUILDING STANDARD MANUFACTURER. 4. FINAL CONNECTION FROM ALL DEVICES TO BUILDING FIRE ALARM CONTROL PANEL BY L.L. APPROVED FIRE ALARM CONTRACTOR, INCLUDING WIRE & CONDUIT. 5. THE ELECTRICAL CONTRACTOR AS PART OF HIS/HER QUOTE TO THE TENANTS GENERAL CONTRACTOR MUST INCLUDE ALL OF THE CONDUIT, CONNECTORS, BOXES, & MISCELLANEOUS PARTS NECESSARY TO TRANSPORT ALL OF THE WIRING THAT IS FURNISHED & INSTALLED BY THE FIRE ALARM CONTRACTOR IT IS THE REVENT THE SUBSEQUENT ALARM OPERATION OF ANY OTHER INITIATION CIRCUIT. DATE OF THE COMPLETED AND CERTIFIED TEST OR FROM THE DATE OF FIRST BENEFICIAL USE. ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO CALCULATE AND COORDINATE ALL OF THE MATERIALS AUTHORITIES AT THE TIME OF FINAL INSPECTION, ADDITIONAL SPEAKERS) MAY BE REQUIRED. NECESSARY TO TRANSPORT THESE FIRE ALARM WIRES BASED ON CONVERSATIONS WITH THE FIRE ALARM 12.13. THERE SHALL BE 2 INDEPENDENTLY SUPERVISED AND INDEPENDENTLY FUSED INDICATING APPLIANCE 16.13. THE EQUIPMENT MANUFACTURER SHALL MAKE AVAILABLE TO THE OWNER A MAINTENANCE CONTRACT SUBCONTRACTOR AND NORMAL NATIONAL ELECTRIC CODE (NEC WIRE TO CONDUIT SIZE REQUIREMENTS. 10. EACH AND ALL ITEMS OF THE FIRE ALARM SYSTEM SHALL BE LISTED ASA PRODUCT OF AFIRE ALARM SYSTEM CIRCUITS FOR ALARM HORNS AND FLASHING ALARM LAMPS. PROPOSAL TO PROVIDE A MINIMUM OF TWO (2) INSPECTIONS AND TESTS PER YEAR IN COMPLIANCE WITH ) MANUFACTURER UNDER THE APPROPRIATE CATEGORY BY THE UNDERWRITERS' LABORATORIES, INC. (UL), AND NFPA-72H GUIDELINES. SHALL BEAR THE "U.L." LABEL. ALL CONTROL EQUIPMENT SHALL BE LISTED UNDER UL CATEGORY UOJZ AS A 12.C. EACH INDEPENDENTLY SUPERVISED CIRCUIT SHALL INCLUDE A DISCRETE AMBER "TROUBLE" LED TO FIRE ALARM SYSTEM LEGEND SYMBOL DESCRIPTION G FIRE ALARM MANUAL PULL STATION, MOUNTED AT ~ ti +48" AFF. TO TOP OF OPERABLE HANDLE. n� FIRE ALARM HORN, MOUNTED AT +90" AFF. TO TOP OF L^ N DEVICE. LL FIRE ALARM STROBE LIGHT, 'xx' INDICATES CANDELA RATING PER FIRE ALARM DEFERRED SUBMITTAL, MOUNTED AT +90" xxal coZ AFF. TO TOP OF THE LENS. 0 FIRE ALARM HORN/STROBE LIGHT COMBINATION, 'xx' INDICATES CANDELA RATING PER FIRE ALARM DEFERRED XX SUBMITTAL, MOUNTED AT +90" AFF. TO TOP OF LENS. V CEILING MOUNTED FIRE ALARM STROBE LIGHT, 'W INDICATES CANDELA RATING PER FIRE ALARM DEFERRED SUBMITTAL. m FIRE ALARM CONTROL PANEL .� HVAC SMOKE DUCT DETECTOR V :F� i 4020 SINGLE CONTROL UNIT. PARTIAL LISTING SHALL NOT BE ACCEPTABLE. INDICATE DISARRANGEMENT CONDITIONS PER CIRCUIT. IN ADDITION TO THE UL-UOJZ REQUIREMENT LISTED ABOVE, THE SYSTEM CONTROLS SHALL BE UL LISTED FOR POWER LIMITED APPLICATIONS PER NEC 760. ALL CIRCUITS MUST BE MARKED IN ACCORDANCE WITH NEC 12.D. THE INCOMING POWER TO THE SYSTEM SHALL BE SUPERVISED SO THAT ANY POWER FAILURE SHALL BE ARTICLE 760-23. AUDIBLY AND VISUALLY INDICATED AT THE CONTROL PANEL. A GREEN "POWER ON" LED SHALL BE FURNISH AND INSTALL A COMPLETE FIRE ALARM SYSTEM AS DESCRIBED HEREIN; TO BE WIRED, CONNECTED, DISPLAYED CONTINUOUSLY WHILE INCOMING POWER IS PRESENT. AND LEFT IN FIRST CLASS OPERATING CONDITION. THE SYSTEM SHALL USE CLOSED LOOP INITIATING DEVICE THIS DRAWING IS NOT A COMPLETE FIRE ALARM SUBMITTAL, AND IS INCLUDED IN THE PERMIT SET AS A CIRCUITS WITHINDIVIDUAPOWE SUPERVISION, ISIONINDIVIDUAL EACO TROL APPLIANCE MANUAL SUPERVISION, GUIDANCE ONLY. THEY ARE NOT FOR FABRICATION OR INSTALLATION PURPOSES. COMPLETE FIRE ALARM INCOMING AND STANDBY POWER SUPERVISION. INCLUDE A CONTROL PANEL, MANUAL PULL STATIONS, AUTOMATIC FIRE DETECTORS,HORNS, FLASHING LIGHTS, ALL WIRING, CONNECTIONS TO DEVICES, OUTLET DRAWINGS SUBMITTAL PROVIDED UNDER SEPARATE PERMIT, AND SHALL BE PROVIDED AS PART OF DEFERRED BOXES, JUNCTION BOXES, AND ALL OTHER NECESSARY MATERIAL FOR A COMPLETE OPERATING SYSTEM. PROVIDE TELEPHONE LINE FOR OFF SITE MONITORING. SUBMITTAL. } Z 0 z W W U Z W O U W O t-- tr 0 a m 0 U J W 3 O W U t�- O 'z w 2 t - O f- O ar m w m J J z Li t: U) m O W 2 Z O 0 w J U) Z O to Z W m C3 D W J U to W O W U Z W 0 W U w a w Y t• - J J N z O Z W Z w F•- t- in 0 U J W " z W M. W w Lu H a W U X W Y 3 W H O r z z O w Lu m O Z J J S N n Z m M O U J W 3 O 2 c� a O U 0 Z r f— W n- o w a W t- Lu m t/1 z O r= - U U Li a W ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 \p11111111111U//// ``N�0���i�� ``1 VSON 4 V •.••'�GENSF •;C� No. 62620 C s*o •.• STATE OF ''���i��i ,�NA 111► Nv �````` �B DRAWN BY: G > ~ ti C co m LL J coZ 0 Uma J whoLL V :F� i 4020 N D w CIS CD J ch OClO Q bncn o �'b��a zap V c1 +a+ at Qr •� it�ra bo U cf) ACTES ENGINEERING 337101cott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 \p11111111111U//// ``N�0���i�� ``1 VSON 4 V •.••'�GENSF •;C� No. 62620 C s*o •.• STATE OF ''���i��i ,�NA 111► Nv �````` PA / PM: rn Y Q DRAWN BY: G > ~ ti co m LL J 0 0 Uma J whoLL o� Q N PA / PM: rn Y Q DRAWN BY: FA JOB NO.: MIA18-6041-00 Z Q LL J w U Z Q _ H Q V W \U W C0 G Q J Q W n/ L.L LL cl) Y W ~ W N w- 0 oa a Q U 00 w Of O L. LLJ => N 00 00 O N O N w D M I N 0 0 PA / PM: R. LETIECQ DRAWN BY: FA JOB NO.: MIA18-6041-00 SHEET FP1 00 o f'I rn 3 0 N t a - W r � U U m W v 0 c 0 to v m a> c a� U c 3 0 m 0 m V `v L U rn rn Lo 0 m 0 N N c 0 0 o � E E 0 U 3 U a� CL V) a� O r i a 0 v a / CL CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT E CAUTION SIGN SHALL BE WORDED AS FOLLOWS:�-ADJUSTABLE HANGER RULING SHALL REQUIRE AUTHORIZATION FROM THE CITY. THIS VALVE CONTROLS FIRE PROTECTION EQUIPMENT. 10. REFER TO SPECIFICATION SECTION, GENERAL REQUIREMENTS -MECHANICAL DO NOT CLOSE UNTIL AFTER FIRE HAS BEEN EXTINGUISHED. TEE SECTION AND FIRE PROTECTION SECTION FOR PROJECT REQUIREMENTS 13 ALL PIPES F FIRE PROTECTION DESIGN CRITERIA RETAIL - 6. PROVIDE EARTHQUAKE BRACING PER NFPA #13 - cam. (E) OVERHEAD SPRINKLER LINE (TYP.) EACH RISER. APPROVED IDENTIFICATIONS SIGNS SHALL BE PROVIDED FOR OUTSIDE ALARM " FIRE SPRINKLER DEVICE PLAN 5. : CLEAN THE PREMISES ON A DAILY BASIS TO LEAVE WORK AREA IN AN UNCLUTTERED SPACING SPRINKLER TEMPERATURE SCALE: 1/4' =1'-0" TO AN APPROVED CENTRAL STATION MONITORING COMPANY. MAIN PIPING---- CONDITION. 7. FIRE SPRINKLER GENERAL NOTES FIRE SPRINKLER NOTES NFPA 13 - A HYDRAULIC CALCULATIONS DESIGN DATA PLACARD SHALL ATTACHED TO 130 SQ. FT. 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, 1. INSTALLATION SHALL BE BASED ON FOLLOWING CODES. A. BUILDING: CURRENT NFPA #13 21. NFPA 13 THE END SPRINKLER ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATERAL MOVEMENT. NFPA 13 PROVIDE RESTRAIN OF BRANCH LINES 35. CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM LAWS AND REGULATIONS. COVERAGE PER B. UNDERGROUND PIPING: CURRENT NFPA #24 BY USE OF ONE OF THE FOLLOWING: SYSTEMS SHALL BE TESTED TO VERIFY PROPER IDENTIFICATION AND RETRANSMISSION OF ALARMS FROM AUTOMATIC FIRE EXTINGUISHING SYSTEMS. ( WITNESSED BY PROJECT 2. CONTRACTOR IS DIRECTED TO VISIT SITE AND BE FULLY COGNIZANT OF ALL 26. C. STANDPIPE: CURRENT NFPA #14 D. INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION 1. A LISTED SWAY BRACE ASSEMBLY 2. A WRAPAROUND U -HOOK SATISFYING PER NFPA 13. ENGINEER) CONDITIONS PRIOR TO PROPOSAL. VERIFY EXACT LOCATION, ELEVATIONS, SIZES AND CONDITIONS OF EXISTING UTILITIES, AND PIPING ASSOCIATED WITH THE PROJECT. DESIGNATED BY A SIGN HAVING A RAISED OR ENGRAVED LETTERS AT LEAST 1" IN HEIGHT SYSTEMS ( WITH LOCAL AMENDMENTS) : CURRENT NFPA #25 E. LOCAL REGULATION. 3. NUMBER 12,440 -LB. WIRE INSTALLED AT LEAST 45 DEGREES FROM THE VERTICAL PLANE 36. CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM 15 FT 7. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF A DISCREPANCY BETWEEN THE -STOP AND ANCHORED ON BOTH SIDE OF THE PIPE. SYSTEMS SHALL BE TESTED TO VERIFY PROPER IDENTIFICATION AND RETRANSMISSION OF NO ALLOWANCES SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE DUE TO 2. ALL MATERIALS ARE TO BE NEW: PIPING INSIDE BUILDING ARE BLACK STEEL, PIPING 22. NFPA 72 - SPRINKLER FLOW SWITCH SHALL BE TESTED BY IOR TO CONFIRM THAT WHEN ALARMS FROM AUTOMATIC FIRE EXTINGUISHING SYSTEMS. ( WITNESSED BY PROJECT ENGINEER) FAILURE TO MAKE SUCH EXAMINATION. WHERE CHANGES IN THE EXISTING WORK ARE CONTRACTOR SHALL ENSURE THAT NO LIGHT FIXTURE, SOFFIT OR OTHER CEILING OUTSIDE THE BUILDING ARE GALV. STEEL. SCHED 10 FOR 2 1/2" & LARGER, SCHED 40 FOR THE INSPECTOR'S TEST VALVE IS ACTIVATED AN ALARM WILL SOUND NO LESS THAN 20 (E)2 x JOIST NECESSARY TO PERMIT THE INSTALLATION OF NEW WORK, THEY SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. AFFECTED AND OBTAIN INSTRUCTION FROM THE OWNER'S REPRESENTATIVE BEFORE 2" & SMALLER. SECONDS AND NOT MORE THAN 90 SECONDS. 37. THE INSPECTOR'S TEST VALVE LOCATION SHALL BE INSTALLED WITHIN THE MOST 3. CONTRACTOR SHALL OBTAIN AND COORDINATE FOR ALL REQUIRED INSPECTIONS 3. HANGERS ARE TO BE STRAP OR RING TYPE. 23. MAIN FIRE ALARM PANEL VALVE MOINTORING AND WATER -FLOW ALARM AND TROUBLE HYDRAULICALLY REMOTE SYSTEM AREA. THE PIPE SIZE SHALL BE NO LESS THAN 1 INCH WITH A SMOOTH BORE, CORROSION RESISTANT ORIFICE, PROVIDING THE EQUIVALENT AND PERMITS. 4. HYDROTEST TO 200 PSI FOR 2 HOURS. FIRE MARSHALL TO BE WITNESS. SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED CENTRAL STATION MONITORING COMPANY. FLOW OF THE SMALLEST ORIFICE OF THE SPRINKLER TYPES INSTALLED WITHIN THE 10. 6 SPARE SPRINKLER HEADS OF EACH TYPE USED IN THE SPRINKLER SYSTEM AND THE SYSTEM. THE DISCHARGE SHALL BE TO THE EXTERIOR OF THE BUILDING. 4. REPAIR ALL DAMAGE AND LEAVE PREMISES IN CLEAN CONDITION WHEN FINISHED WITH WORK 5. PIPE LOCATIONS AND LENGTHS ARE TO BE VERIFIED IN THE FIELD. 24. NFPA 13 - FLOW SWITCH SHALL BE CONNECTED TO A 10 INCH OUTSIDE ALARM BELL AT 38. THE MAIN FIRE ALARM PANEL VALVE MONITORING AND WATER FLOW ALARM AND TROUBLE E CAUTION SIGN SHALL BE WORDED AS FOLLOWS:�-ADJUSTABLE HANGER RULING SHALL REQUIRE AUTHORIZATION FROM THE CITY. THIS VALVE CONTROLS FIRE PROTECTION EQUIPMENT. 10. REFER TO SPECIFICATION SECTION, GENERAL REQUIREMENTS -MECHANICAL DO NOT CLOSE UNTIL AFTER FIRE HAS BEEN EXTINGUISHED. TEE SECTION AND FIRE PROTECTION SECTION FOR PROJECT REQUIREMENTS 13 ALL PIPES F FIRE PROTECTION DESIGN CRITERIA RETAIL - 6. PROVIDE EARTHQUAKE BRACING PER NFPA #13 MAX. EACH RISER. APPROVED IDENTIFICATIONS SIGNS SHALL BE PROVIDED FOR OUTSIDE ALARM " SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED 5. : CLEAN THE PREMISES ON A DAILY BASIS TO LEAVE WORK AREA IN AN UNCLUTTERED SPACING SPRINKLER TEMPERATURE BELL SPRINKLER FIRE ALARM- WHEN BELL RINGS CALL 911/FIRE DEPARTMENT. TO AN APPROVED CENTRAL STATION MONITORING COMPANY. MAIN PIPING---- CONDITION. 7. PROVIDE CLEARANCE PER NFPA #13 25. NFPA 13 - A HYDRAULIC CALCULATIONS DESIGN DATA PLACARD SHALL ATTACHED TO 130 SQ. FT. 6. INSTALL THE ENTIRE FIRE SPRINKLER SYSTEM TO ELIMINATE ANY OBJECTIONABLE 8. ALL PIPE PENETRATIONS AT WALL AND FLOOR SHALL COMPLY WITH STRUCTURAL DESIGN DENSITY RISER. COVERAGE PER DISCHARGE VIBRATION AND NOISE. (/)o� AND UNIFORM BUILDING CODE. OBTAIN APPROVAL TO DRILL THE HOLE AT STRUCTURAL 26. NFPA 13 - SPRINKLER CONTRACTOR (C-16) SHALL COMPLETE AND SIGN CONTRACTOR'S ORDINARY ALL FIRE SPRINKLER WORK SHALL BE EXPOSED UNDER EXISTING CEILINGS. DESIGNATED BY A SIGN HAVING A RAISED OR ENGRAVED LETTERS AT LEAST 1" IN HEIGHT MEMBERS FROM STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. HAZARD GROUP 2 MATERIAL TEST CERTIFICATE FOR THE OVERHEAD SPINKLER SYSTEM USING FORM IN NFPA 15 FT 7. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF A DISCREPANCY BETWEEN THE -STOP BREAK ROOM, CASH OUT, AND SERVER ROOM CLASSIFICATION DENSITY 13. THIS FORM SHALL BE GIVEN TO THE INSPECTOR OF RECORD (IOR) WHO WILL TURN -IN COVERAGE PER DISCHARGE DRAWING AND THE ACTUAL SITE CONDITION OCCURS. THE WORK THAT IS 9. CONTRACTOR SHALL ENSURE THAT NO LIGHT FIXTURE, SOFFIT OR OTHER CEILING SPRINKLER FOR DSA RECORDS. (E)2 x JOIST 0.10 GPM/SQ. FT. AFFECTED AND OBTAIN INSTRUCTION FROM THE OWNER'S REPRESENTATIVE BEFORE 225 SQ. FT. MOUNTED OBJECT OBSTRUCTS DISCHARGE FROM SPRINKLERS. MAINTAIN FUNCTIONALITY OF EXISTING SPRINKLERS UNTIL NEW SYSTEM IS INSTALLED -ROOF THE WORK CAN BE RESTARTED. 13. 27. NFPA 13 - THE MAIN DRAIN VALVE SHALL BE OPEN AND REMAIN OPEN UNTIL THE SYSTEM THEN DISCONNECT EXISTING SYSTEM. REMOVE ALL EXPOSED ELEMENTS IF THEY ARE NOT RE Q 10. 6 SPARE SPRINKLER HEADS OF EACH TYPE USED IN THE SPRINKLER SYSTEM AND THE U o PRESSURE STABILIZES. THE STATIC AND RESIDUAL PRESSURES SHALL BE RECORDED ON .:. NFPA 13 - THE SPRINKLER FLOW SWITCH SHALL BE TESTED TO CONFIRM THAT WHEN THE 8. THE DRAWING INDICATES THE GENERAL ARRANGEMENT AND LOCATION OF PIPING, CONTRACTOR SHALL GUARANTEE THAT THE WORK DONE UNDER THIS SPECIFICATION APPROPRIATE WRENCHES SHALL BE PROVIDED IN A LABELED BOX MOUNTED BETWEEN 5' SURFACE. THE CONTRACTOR'S TEST CERTIFICATE (WITNESSED BY INSPECTOR OF RECORD-IOR) INSPECTOR'S TEST VALVE IS ACTIVATED AN ALARM WILL SOUND NO MORE THAN 90 PENDENT HEAD WILL BE FREE FROM FAULTY MATERIALS OR WORKMANSHIP AND HEREBY AGREES, 18. AND EQUIPMENT. MAKE DEVIATIONS SUCH AS OFFSETS IN PIPES THAT ARE TO 6' AFF BY THE SYSTEM RISER. UPON RECEIVING NOTIFICATION FROM THE OWNER, AND TO ITS ENTIRE COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD SPRINKLER PIPING 33. NFPA 13 - A COPY OF COMPLETED AND SIGNED" CONTRACTOR'S MATERIALS AND TEST NECESSARY TO MEET SITE CONDITIONS AND TO COORDINATE WORK WITH OTHER SATISFACTION, ALL DEFECTS, DAMAGES OR IMPERFECTIONS APPEARING IN SAID WORK WITHIN A PERIOD OF ONE (1) YEAR FROM DATE OF FILING NOTICE F 28. A LABEL OF THE SELF ADHESIVE TYPE SHALL BE PLACED ON THE FIRE DEPARTMENT CERTIFICATE FOR UNDERGROUND PIPING: SHALL BE INCLUDED IN THE SUBMITTAL. • NO SCALE COMPLETIONS.. TRADES. ALL DEVIATIONS TO THE CONTRACT DOCUMENT, WHETHER SHOWN OR NOT, 11. PROVIDE CENTRAL ALARM SYSTEM MONITORED BY A CENTRAL ALARM COMPANY. THIS A COPY OF THE ORIGINAL PREVIOUSLY APPROVED DSA UNDERGROUND PIPING PLANS OR CONNECTION OR ON THE RISER FOR FIRE SPRINKLER SYSTEM WITH THE DATE OF SERVICE 15. CONTRACTOR SHALL SUBMIT EIGHT SETS OF SHOP DRAWINGS AND PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS (WITNESSED BY THE INSPECTOR OF RECORD). OTHER WATER SUPPLY COMPONENTS SUCH AS WATER TANKS, FIRE PUMPS ETC, FOR THE PROJECT SHALL BE INCLUDED IN THE AUTOMATIC FIRE SPRINKLER DEFERRED SUBMITTAL " SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE AT NO MONITORING SHALL INCLUDE WATER FLOW INDICATOR AND ANTI -TAMPER SWITCHES ON AND / OR DATE OF INSTALLATION WAS PERFORMED AND LICENSE NUMBER OF PERSON 03/8" COACH EXTRA EXPENSE TO THE OWNER. ALL CONTROL VALVES. ERFORMING SERVICE WORK. LOAD SCREW 9. OBTAIN AND FOLLOW MANUFACTURER'S DIRECTIONS WHEN INSTALLING NEW 12. TO PROVIDE ADEQUATE HEADROOM, THE SPRINKLER PIPING SHALL BE MAINTAINED AS 29. PER NFPA 13 - CAUTION SIGNS SHALL BE ATTACHED TO ALL VALVES CONTROLLING UPRIGHT EQUIPMENT. SUBMIT OPERATING AND MAINTENANCE MANUALS. HIGH AS POSSIBLE ABOVE THE FLOOR IN FINISHED AREAS ANY DEVIATION FROM THIS SPRINKLERS TH HEAD CIZI SUPERSTRUT E CAUTION SIGN SHALL BE WORDED AS FOLLOWS:�-ADJUSTABLE HANGER RULING SHALL REQUIRE AUTHORIZATION FROM THE CITY. THIS VALVE CONTROLS FIRE PROTECTION EQUIPMENT. 10. REFER TO SPECIFICATION SECTION, GENERAL REQUIREMENTS -MECHANICAL DO NOT CLOSE UNTIL AFTER FIRE HAS BEEN EXTINGUISHED. TEE SECTION AND FIRE PROTECTION SECTION FOR PROJECT REQUIREMENTS 13 ALL PIPES F FIRE PROTECTION DESIGN CRITERIA RETAIL - CLASSIFICATION DENSITY MAX. COVERAGE PER DISCHARGE O 11. SPACING SPRINKLER TEMPERATURE ORDINARY CAUTION: AUTOMATIC ALARM WILL BE SOUNDED IF THIS VALVE IS CLOSED. MAIN PIPING---- DESIGN OF THE FIRE SPRINKLER SYSTEM REQUIRE LARGER PIPING, ADDITIONAL WATER Q HAZARD GROUP 2 0.20 GPM/SQ. FT. 15 FT 130 SQ. FT. SUPPLY, FIRE PUMPS OR OTHER EQUIPMENT OR ITEM. STORAGE GUIDANCE ONLY. THEY ARE NOT FOR FABRICATION OR INSTALLATION PURPOSES. COMPLETE FIRE SPRINKLER CLASSIFICATION DENSITY MAX' COVERAGE PER DISCHARGE PER NFPA 13 - EACH FIRE DEPARTMENT CONNECTION TO SPRINKLER SYSTEMS SHALL BE (/)o� SPACING SPRINKLER TEMPERATURE ORDINARY ALL FIRE SPRINKLER WORK SHALL BE EXPOSED UNDER EXISTING CEILINGS. DESIGNATED BY A SIGN HAVING A RAISED OR ENGRAVED LETTERS AT LEAST 1" IN HEIGHT - - HAZARD GROUP 2 0.20 GPM/SQ. FT. 15 FT 130 SQ. FT. ALL VALVES ARE TO BE PROPERLY LABELED, PROVIDE TAMPER SWITCH ON ALL VALVES. BREAK ROOM, CASH OUT, AND SERVER ROOM CLASSIFICATION DENSITY MAX. COVERAGE PER DISCHARGE 0 SPACING SPRINKLER TEMPERATURE LIGHT HAZARD 0.10 GPM/SQ. FT. 15 FT 225 SQ. FT. 17. MANUFACTURERS CATALOGUES OR BROCHURES ON PRODUCTS FOR APPROVAL PRIOR TO CONSTRUCTION OF WORK. LOCAL FIRE DEPARTMENT SHALL BE NOTIFIED OF DATE AND TESTING SO THAT THEY MAY OBSERVE TESTING. PLAN PACKAGES. ALL DEVIATIONS FROM THE PREVIOUSLY APPROVED PLANS SHALL BE ITTINGS AND VALVES SHALL BE PAINTER PER ARCHITECTURAL SPECIFICATIONS. � USE AUXILIARY VALVE WHEN NECESSARY TO SHUT OFF SUPPLY TO AUXILIARY EQUIPMENT. JUSTIFIED AND SUBMITTED TO DSA VIA THE CHANGE ORDER PROCESS AS APPLICABLE. O 11. COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR, INDIVIDUAL UNDERGROUND PIPING SIZE IS NOT THE RESPONSIBILITY OF DSA AND THE ARCHITECT OF RECORD SHALL ASSUME FULL LIABILITY FOR UNDERSIZED PIPING SHOULD THE FINAL Q CAUTION: AUTOMATIC ALARM WILL BE SOUNDED IF THIS VALVE IS CLOSED. MAIN PIPING---- DESIGN OF THE FIRE SPRINKLER SYSTEM REQUIRE LARGER PIPING, ADDITIONAL WATER Q SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING TO 14. ALL SPRINKLER PIPING AT AREAS WITH NEW CEILING OR WALL ARE TO BE CONCEALED. RATING IN EACH PROTECTED BUILDING FOR SYSTEMS LESS THAN 300 SPRINKLERS (12 SPARE SPRINKLER HEADS FOR SYSTEMS 300 To l000 SPRINKLERS). SUPPLY, FIRE PUMPS OR OTHER EQUIPMENT OR ITEM. GUIDANCE ONLY. THEY ARE NOT FOR FABRICATION OR INSTALLATION PURPOSES. COMPLETE FIRE SPRINKLER THEIR WORK. 30. PER NFPA 13 - EACH FIRE DEPARTMENT CONNECTION TO SPRINKLER SYSTEMS SHALL BE (/)o� 12. COORDINATE ALL WORK WITH ARCHITECTURAL, ELECTRICAL AND STRUCTURAL, AND 15. ALL FIRE SPRINKLER WORK SHALL BE EXPOSED UNDER EXISTING CEILINGS. DESIGNATED BY A SIGN HAVING A RAISED OR ENGRAVED LETTERS AT LEAST 1" IN HEIGHT - - z MECHANICAL DRAWINGS, INSTALL ALL WORK TO CLEAR NEW AND EXISTING 16. ALL VALVES ARE TO BE PROPERLY LABELED, PROVIDE TAMPER SWITCH ON ALL VALVES. 'v► D ON PLATE OR FITTING READING SERVICE DESIGN. ARCHITECTURAL AND STRUCTURAL MEMBERS. 0 31. NFPA 13 - SIGNAGE SHALL BE PROVIDED AS REQUIRED INCLUDING "RISER ROOM cd 17. MAINTAIN FUNCTIONALITY OF EXISTING SPRINKLERS UNTIL NEW SYSTEM IS INSTALLED IDENTIFICATION". t 13. FURNISH AND INSTALL COMPLETE ALL MATERIALS, EQUIPMENT AND LABOR AS SHOWN AND AS NECESSARY FOR COMPLETE WORKABLE SYSTEM. THEN DISCONNECT EXISTING SYSTEM. REMOVE ALL EXPOSED ELEMENTS IF THEY ARE NOT RE Q 0o U o -USED. CAP PIPES BEHIND FINISHES AND PATCH AND FINISH TO MATCH EXISTING 32. NFPA 13 - THE SPRINKLER FLOW SWITCH SHALL BE TESTED TO CONFIRM THAT WHEN THE NEW DROP CEIL I NEW RECESSED 14. CONTRACTOR SHALL GUARANTEE THAT THE WORK DONE UNDER THIS SPECIFICATION cu o SURFACE. zap INSPECTOR'S TEST VALVE IS ACTIVATED AN ALARM WILL SOUND NO MORE THAN 90 PENDENT HEAD WILL BE FREE FROM FAULTY MATERIALS OR WORKMANSHIP AND HEREBY AGREES, 18. NFPA 13 - UNDERGROUND MAINS AND LEAD -IN CONNECTIONS TO SYSTEM RISER SHALL BE SECONDS AFTER INITIAL FLOW. ( WITNESSED BY THE PROJECT INSPECTOR). UPON RECEIVING NOTIFICATION FROM THE OWNER, AND TO ITS ENTIRE COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD SPRINKLER PIPING 33. NFPA 13 - A COPY OF COMPLETED AND SIGNED" CONTRACTOR'S MATERIALS AND TEST T Y I HEAD 111 S T A L L A T I Oil SATISFACTION, ALL DEFECTS, DAMAGES OR IMPERFECTIONS APPEARING IN SAID WORK WITHIN A PERIOD OF ONE (1) YEAR FROM DATE OF FILING NOTICE F SYSTEMS (WITNESSED BY THE INSPECTOR OF RECORD) IF NECESSARY. CERTIFICATE FOR UNDERGROUND PIPING: SHALL BE INCLUDED IN THE SUBMITTAL. • NO SCALE COMPLETIONS.. 19. NFPA 13 - ALL INTERIOR PIPING AND APPURTENANCES SUBJECTED TO SYSTEM WORKING 34. A COPY OF THE ORIGINAL PREVIOUSLY APPROVED DSA UNDERGROUND PIPING PLANS OR 15. CONTRACTOR SHALL SUBMIT EIGHT SETS OF SHOP DRAWINGS AND PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS (WITNESSED BY THE INSPECTOR OF RECORD). OTHER WATER SUPPLY COMPONENTS SUCH AS WATER TANKS, FIRE PUMPS ETC, FOR THE PROJECT SHALL BE INCLUDED IN THE AUTOMATIC FIRE SPRINKLER DEFERRED SUBMITTAL " MANUFACTURERS CATALOGUES OR BROCHURES ON PRODUCTS FOR APPROVAL PRIOR TO CONSTRUCTION OF WORK. LOCAL FIRE DEPARTMENT SHALL BE NOTIFIED OF DATE AND TESTING SO THAT THEY MAY OBSERVE TESTING. PLAN PACKAGES. ALL DEVIATIONS FROM THE PREVIOUSLY APPROVED PLANS SHALL BE G � � JUSTIFIED AND SUBMITTED TO DSA VIA THE CHANGE ORDER PROCESS AS APPLICABLE. O 16. PROVIDE TO OWNER TWO SETS OF AS -BUILT DRAWINGS AND TWO BOUND IN 3 RING 20. NFPA 13 - PROVIDE SPARE SPRINKLER HEAD CABINET, SPRINKLER WRENCH, AND NO UNDERGROUND PIPING SIZE IS NOT THE RESPONSIBILITY OF DSA AND THE ARCHITECT OF RECORD SHALL ASSUME FULL LIABILITY FOR UNDERSIZED PIPING SHOULD THE FINAL Q BINDER SETS OF ALL OPERATING MANUALS, DIAGRAMS SERVICE CONTRACTS, GUARANTEES, ETC. FEWER THAN 6 SPARE SPRINKLER HEADS MATCHING THE TYPES AND TEMPERATURE DESIGN OF THE FIRE SPRINKLER SYSTEM REQUIRE LARGER PIPING, ADDITIONAL WATER Q THIS DRAWING IS NOT A COMPLETE FIRE SPRINKLER SUBMITTAL, AND IS INCLUDED IN THE PERMIT SET AS A RATING IN EACH PROTECTED BUILDING FOR SYSTEMS LESS THAN 300 SPRINKLERS (12 SPARE SPRINKLER HEADS FOR SYSTEMS 300 To l000 SPRINKLERS). SUPPLY, FIRE PUMPS OR OTHER EQUIPMENT OR ITEM. GUIDANCE ONLY. THEY ARE NOT FOR FABRICATION OR INSTALLATION PURPOSES. COMPLETE FIRE SPRINKLER DRAWINGS SUBMITTAL PROVIDED UNDER SEPARATE PERMIT, AND SHALL BE PROVIDED AS PART OF DEFERRED (/)o� V N SUBMITTAL. SHEET NOTES - - z SCALE: N.T.S. F�+y 'v► D 01 Z Q 0 z w W U z W O U Lu 0 o: O a m 0 U J Q W 3 0 W U t= O Z W r 0 r- 0 D O of m W m J J a U r z Li ►- N m O W S f - z O In W U - w J f N Z O (n z W D W J U (n CLI Li O W U z W 0 w U W Q✓ a W Y ¢ J J Q 2 N Z O cnn Z W m z W H F - o; 0 U J Li o- 3 x z W w w W a Li U X W Y 3 4✓ Li 0 r z Q z 0 0 Li N D W m F- 0 z J J Q m 0 z m m O U J Li o: 3 W O r- c� a O U z ¢ Of W 0- 0 of a w S f -- W N z 0 U U W a En z N c� z Q w Ln Lu ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 SO o.62620 'oSTATE OF JF Y DRAWN BY: G � � O � Q 1 Q i LL woo LL (/)o� V N i 402 z c F�+y 'v► D 0 10 cd J H O Q 0o U o 0 cu o 'oo zap a, oo 0 ACTES ENGINEERING 3371 Olcott Street, Santa Clara, CA 95054 ph: (408)522-5255 1 fx: (408)522-5260 info@acies.net I Copyright©2018 SO o.62620 'oSTATE OF JF PA / PM: Y DRAWN BY: G � � m co Q 1 Q � 0 LL woo LL (/)o� N PA / PM: Y DRAWN BY: KM JOB NO.: MIA18-6041-00 z W 0 Q 0 0 J W Q U_ W 0 J Z Y w Q N /LL W N w t- I..L W Of of o a W Q_w Q_ O o U- O O N m oo S 0 Q M 1 Q N 0 0 PA / PM: R. 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