Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About300 W Lake Mary Blvd a)SITE LOCATION 300 W. LAKE MARY BLVD. A I ARCHITECTURAL SITE FLAN. r�s - 1 N.T.S. ACCE55I5LE ROUTE TO 5UIL.DING 1„IEETS 1=8C 11-4.13 NOTE: THIS STRUCTURE HAS SEEN DESIGNED TO MEET OR EXCEED THE WIND REQUIREMENTS OF THE FLORIDA 5UILDING CODE 2014 5tH EDITION. CONSTRUCTION- TYPE III -5 5ASIC WIND SPEED - 140 MPH, RISK CATEGORY II WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE= CATEGORY (5) INTERNAL PRESSURE COEFFICIENT= 1.0 COMPONENTS 4 CLADDING- (+25.9/ -- 34.E pef) :N NORTH 19 0 N,,jti0nsTrucks 0 Wells Earq -nk = Lowe's Florne Improvement Cha!�e Bank Du .k141i l)cnuts r N' L I 3trf};N�t Lake Shell Mary E3��levard %ifitnd, t. C, ici.`s Walfnart supercenter , ; t,'DOBA Nlexican Eat cvs 10 E1 } - t- appy Bay- Car 4Vash flafbor Freight Tool Lie Guzman Oriental Foodmart 2) Cl FG Walgreen Piz Hu! � � � k & Storageat Lake - iLD,NGet -VAXS- N`T AS NSTRUED T 0 BF- 'ONS E A ilERti;l; ,SSUEQ S 4 Lt- Tl E WOAD ER OR SET t> , j.O oROCEE ArE, Cp4CEL, ovICAl Rti�Y TO VIOL OVIS,ONc OF THE i � ��C,iS:SE vREVE"'. pR fiPERN'n?AFiER pS1U1:. AN OF THE 1SSUPNCE OI THERE "'OT� ! IORiLO}NC OFFICIAL �ONOEERRORS IN ODE. C Lt ii�C: c\ CORK p. \jOu T10NS OF TN1J CO:STR.UO1"10t10 ' SCOPE OF FORK: INTERIOR ALTERATION FOR NEW FANCY FRUIT 4 PRODUCE STORE LEGAL DESCRIPTIOil LOT I BOULEVARD PLAZA SUBDIVISION REPLAT P5 81 PGS 62-ro5 PARCEL 11) 11-20-30-523-0000-0014, LOCATION MAP NORTH INDEX OF DRAWINGS ARCHITECTURAL CS -1 ARCHITECTURAL SITE, NOTES AND DETAILS. A-1 EXISTING FLOOR PLAN, NOTES 4 DETAILS A-2 PROPOSED FLOOR PLAN, NOTES 4 DETAILS A-3 NOTES 4 DETAILS A-4 REFLECTED CEILING, NOTES 4 DETAILS LS -1 LIFE SAFETY PLAN, NOTES 4 DETAILS MECHANICAL M-1 MECHANICAL PLAN, NOTES 4 DETAILS M-2 MECHANICAL NOTES E DETAILS M-3 MECHANICAL NOTES 4 DETAILS ELECTRICAL E-1 ELECTRICAL POWER PLAN E-2 ELECTRICAL LIGHTING PLAN E-3 ONE LINE DIAGRAM 4 PANEL SCHEDULES E-4 ELECTRICAL NOTES E DETAILS PLUMBING TS P-3 300 W. LAKE MARY 5LVD& 5ANFORD, FL 32113 OFFICE PLUMBING SANITARY PLAN SANITARY 4 POTABLE RISERS PLUMBING NOTES d DETAILS PERMIT# /7 311(,3 '3NI cn 0� W � 0 r` F— N w >� N oLL-00 C) U o�� m 0 M UU W^ Q N 0 0 U� O LL Z O F- LU d O LU t— z a A • 1�p t a 0 PERMITS/FEES/INSPECTIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED * PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101.1 10.13 • BUILDING CODE: 2014 F.B.C. 5th EDITION • FLORIDA PLUM5ING/FUEL GAS CODEC 2010 EDITION. • FLORIDA MECHANICAL CODEC 2010 EDITION. • 2008 NATIONAL ELECTRICAL CODE. • NEPA I AND NFPA 101, 2012 EDITION. • 200-1 FLORIDA FUEL CODE W/2009 SUPPLEMENT. • FLORIDA FIRE PREVENTIONS CODE, 5tH EDITION. • LIFE SAFETY CODE: 2009 EDITION. • NFPA -12 - NFPA 13 - NFPA 10, 2010 EDITION • INSTALLATION OF PORTABLE FIRE EXTINGUISHERS, NFPA 10, 2010 EDITION. • SPRINKLERS - SPRINKLED. • BUILDING TYPE: III 5 • FIRE ALARM: EXISTING FIRE ALARM. NUMBER OF STORIES: ONE • THE EXISTING ONE (1) STORY STRUCTURE IS PROTECTED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. THE G.C. SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE DEPARTMENT. • LEVEL OF ALTERATION: LEVEL 3 ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN BE OPENED FROM THE INTERIOR AT AL TIMES, WITH OUT KEY, TYP. FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED 5Y LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' A.F.F. TERMITE PROTECTION. PROVIDE TERMITE PROTECTION AT ALL PLU1" IBING TRENCHING AND ALL PLACES OF SLAB BRACKAGE DURING CONSTRUCTION. SEARING PARTITIONS: EXISTING BEARING PARTITIONS TO MAINTAIN EXISTING INTEGRIT;I', NO CHANGES. LEGEND ---------- DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO ---------- BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2- MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED DENOTES NEW COOLER OR FREEZER PARTITION: DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A-3. OPENINIG IN EXISTING CONC. BLK. WALL PROVISIONS FOR NEW OPENING IN EXISTING CONCRETE BLOCK WALL ELEVATION SECTION 1. CONTRACTOR TO BE RESPONSIBLE FOR SECURING & SHORING OF EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION. 2. SAW CUT POCKET FOR NEW PRE -FABRICATED CONCRETE LINTEL, & SAW CUT EXISTING MASONARY FROM INSIDE OF THE BUILDING. 3. SET NEW PRE -FAB. CONCRETE LINTEL USING HIGH STRENGHT MORTAR. 4. REPAIR EXTERIOR/INTERIOR FINISHES; MAINTAIN REQUIRED FIRE RATING, (IF ANY). 5. FILL EXISTING CONCRETE BLOCKS AT EACH JAMB W/GROUT; PROVIDE CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF BLOCK CELLS. 6. THE CONCRETE LINTEL AND STEEL ANGLE SHALL BEAR A MIN. OF 8" ON EACH SIDE OF NEW OPENING. EA-1Section Detail N.T.S. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEAN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREY�TER THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COOPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 1 4-1 2 2 .......4...........................................................E................................................. .. 1 1 ................ I. FIG. 28 FIG. 2S REVISIONS: 'CNI cn 0� U W 0 0 J N M - >o N LL. 00 o� I C) Q� M O L M tY Lu ^ V)C) Q No 0U� EXIST. 4' GREASE r Q , TO REMAIN I � I 112 I I � I IJU I L EXISTING STORM LINES TO REMAIN EXIST. 2' DOMESTIC WATER TO REMAIN EXIST FIRE LINES TO REMAIN PERMITS/FEES/INSPECTIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED * PROVIDE FIRE EXTINGUISHERS) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101.E 10.13 SEPARATE TENANT TE/EMPLOYEES ONLY COUNTER 3 3/8' METAL STUD * 24' Oj W/ BOTTOM AND TOP PLATE DRYWALL ON EA. SIDE SEPARATE TENANT 60' GONOOLA 60' GONDOLA i r 60' GONDOLA 60' GONDOLA PROPOSED FLOOR PLAN 3/32" = 1'-0" j i I CUST. SERV. COUNTER A_2 I N. ,S ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN BE OPENED FROM THE INTERIOR AT AL TIMES, WITH OUT KEY, TYP. **NOTE: SEALED CONIC. FLOOR W/ ACRYLIC ELASTOMERIC SEALANT FOR SLAB ON GRADE WATERPROOFING PRIOR TO THE PLACEMENT OF ANY FLOORING. ELASTOMERIC SHALL SHALL EXTEND UP THE WALL ro IN. OR MORE. ***NOTE: QUARRY TILE ON TOP OF SEALED CONC. W/ PRE -FORMED BASEBOARDS TO PROTECT THE EDGES. ALL GROUT TO BE SEALED, TOP OF BASE TO WALL MUST BE CAULKED, FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' A.F.F. FINISH SCHEDULE COORDINATE W/ OWNER ALL FINISHES, PUBLIC STORE FLOORING CERAMIC TILE PUBLIC STORE CEILING ACOUSTICAL CEILING PUBLIC STORE WALLS: PAINTED GYP. BD, OR BLOCK RESTROOMS FLOORING CERAMIC TILE RESTROOMS CEILING ACOUSTICAL CEILING RESTROOM WALLS: PAINTED GYP. BD. ABOVE, FRP BELOW RESTROOMS TO HAVE MOISTURE RESISTANT FINISH AT FIXTURE WALLS. WORK AREA FLOORING SEALED CONC. FLOOR** WORK AREA CEILING WASHABLE ACOUSTICAL CEILING WORK AREA WALLS: FRP COOLER FLOORING QUARRY TILE*** TERMITE PROTECTION. PROVIDE TERMITE PROTECTION AT ALL PLUMBING TRENCHING AND ALL PLACES OF SLAB BRACKAGE DURING CONSTRUCTION. BEARING PARTITIONS: EXISTING BEARING PARTITIONS TO MAINTAIN EXISTING INTEGRITY, NO CHANGES. ANEL LEGEND ---------- DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO ---------- BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2' MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED �mnTmr DENOTES NEW COOLER OR FREEZER PARTITION: DOOR AND HARDWARE DESIGNATION SYMBOL: U��DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A-3. OPENINIG IN EXISTING CONC. BLK. WALL PROVISIONS FOR NEW OPENING IN EXISTING CONCRETE BLOCK WALL ELEVATION SECTION 1. CONTRACTOR TO BE RESPONSIBLE FOR SECURING & SHORING OF EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION. 2. SAW CUT POCKET FOR NEW PRE -FABRICATED CONCRETE LINTEL, & SAW CUT EXISTING MASONARY FROM INSIDE OF THE BUILDING. 3. SET NEW PRE -FAB. CONCRETE LINTEL USING HIGH STRENGHT MORTAR. 4. REPAIR EXTERIOR/INTERIOR FINISHES; MAINTAIN REQUIRED FIRE RATING, (IF ANY). 5. FILL EXISTING CONCRETE BLOCKS AT EACH JAMB W/GROUT; PROVIDE CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF BLOCK CELLS. 6. THE CONCRETE LINTEL AND STEEL ANGLE SHALL BEAR A MIN. OF 8" ON EACH SIDE OF NEW OPENING. Section/Detail 1 N.T.S. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEAN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREYER THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 1 4-1 2 2 1 4 1 ::;:..: FIG. 28 FIG. 29 REVISIONS: 69 WALL SECTION I `i"ZIP-STRIP" (L -BEAD) TAPE & SPACKLE SMOOTHLY 1 I I SCREW ATTACH CONTINUOUS METAL STUD '• RUNNER TO CLG. SPLINES AT 4'0" O.C. MAX. I I .... .. detail at termination - - - - FINISHED CEILING HT. AS NOTED I I / 1 I REFER TO DETAIL SHOWN ABOVE FOR TERMINATION :I I; METAL STUDS AT 24" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED, FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE. NOTE METAL STUD SIZE: 3.5/8" GYPSUM BOARD THICKNESS: 1/2" :I I: ' TYPICAL THIS WALL TYPE, UNLESS OTHERWISE NOTED. :1 it I' •I I: CONTINUOUS METAL STUD RUNNER, ANCHOR TO 1 ISLAB WITH POWDER DRIVEN FASTENERS AT 24" O.C. EA-3 Wall Section 1.1 /2" = 1'-0" UL DESIGN No. U465 NONBEARING WALL ASSEMBLY - 1HR. FIRE RATING 1. FLOOR & CEILING RUNNER -(NOT SHOWN) -CHANNEL SHAPED RUNNERS, 3-5/8" WIDE (MIN.) 1 1/4" LEGS, FORMED FROM MIN. NO.25 MSG (MIN. NO. 20 MSG WHEN ITEM 4C IS USED) GALV. STEEL ATTACHED TO FLOOR AND CEILING W/ FASTERNERS SPACED 24 O.C. MAX. 2. STEEL STUDS -CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4" LEGS, 3/8" FOLDED BACK RETURNS, FORMED FROM MIN. NO. 25 MSG WHEN ITEM 4C IS USED) GALV. STEEL SPACED 24" O.C.MAX. 3. BATTS AND BLANKETS*- (OPTIONAL) -MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BXJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM* -5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS W/ 1" LONG, TYPE S STEEL SCREWS SPACED 12 IN. O.C. AMERICAN GYPSUM CO - TYPE AG -C. CANADIAN GYPSUM COMPANY - TYPES AR,C,IP-X2, SCX,SHX,WRC OR WRX. CELOJEX CORP - TYPE 1 CO TAL GYPSUM COMPANY - TYPES CG-C, G0-5-5,CG6-6,CG9-9,CGTC-C. GYPSUM CORP, SUB OF GEORGIA -PACIFIC G�V CORP - TYPES 5,9,C,CPFS6. JAMES HARDIE GYPSUM INC. - TYPE BG -C. LAFARGE GYPSUM, DIV OF LAFARGE CORP - TYPES G \ LGFC2,LGFC2A,LGFC6,LGFC6A,LCFC-C. NATIONAL GYPSUM CO. - TYPES FSK -G, FSW-G. NATIONAL GYPSUM CO. - TYPES FR OR WR. O PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC. - TYPE PG -C. REPUBLIC GYPSUM CO. - TYPE RG -C. STANDARD GYPSUM LLC - TYPE SG -C. TEMPLE -ISLAND AND FOREST PRODUCTS CORP. - TYPE TG -C. UNITED STATES GYPSUM CO. - TYPE AR,C,FRX-G, IP-X2,SCX,SHX,WRC OR WRX. YESO PANAMERICANO S A DE C V - TYPE AR,C,IP-X2, SCX,SHX,WRC OR WRX. WESTROC INC. - TYPE WESTROC FIREBOARD. 4A.WALLBOARD, GYPSUM*- (AS AN ALTERNATE TO ITEM 4) - NOM 3/4" THICK 4 FEET WIDE, INSTALLED AS DESCRIBED IN ITEM 4 W/ SCREW LENGHT INCREASED TO 1-1/4 INCH. CANADIAN GYPSUM COMPANY - TYPE AR. UNITED STATES GYPSUM CO. - TYPE AR. YESO PANAMERICANO S A DE C V - TYPE AR. 4CAALLBOARD, GYPSUM*- (AS AN ALTERNATE TO ITEM 4,4A, AND 4B) 5/8' THICK GYPSUM PANELS, INSTALLED AS DESCRIBED IN ITEM 4 W/ TYPE S-12 STEEL SCREWS. THE LENGHT AND SPACING OF SCREWS AS SPECIFIED UNDER ITEM 4. CANADIAN GYPSUM COMPANY - TYPE FRX. UNITED STATES GYPSUM CO. - TYPE FRX. 5. JOINT TAPE AND COMPOUND -VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. *BEARING THE UL CLASSIFICATION MARKING DEMOLITION NOTES: * IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FLOOR, THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL THE FLOOR TO RECEIVE NEW FLOOR FINISHES. PATCH SMOOTHLY. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT PROPERTY OF THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO: WINDOWS, FLOOR AND CEILING TILE, TOILETS, DOORS, FRAMES, ELECTRICAL EQUIPMENT AND HVAC EQUIPMENT. * THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE AREA OF WORK AS REQUIRED. * THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS INDICATED ON DESIGNER'S DRAWINGS. * COORDINATE WITH OTHER DRAWINGS FOR INFORMATION CONCERNING WORK TO EXISTING SUSPENDED CEILING SYSTEM, ELECTRICAL AND TELEPHONE OUTLETS. * SINCE IT IS IMPOSSIBLE TO INDICATE ON DRAWINGS ALL THE EXISTING WORK THAT IS TO BE REMOVED BY DOTTED LINES AND NOTES, THE CONTRACTOR IS ADVISED TO BECOME ACQUAINTED WITH THE ACTUAL CONDITIONS AT LOCATIONS WHERE ALTERATIONS OCCUR AT THE EXISTING BUILDING. THE DRAWINGS AND NOTES COVER WORK THAT IS REQUIRED, IT IS THEREFORE ASSUMED THAT WHEN NEW WORK IS INDICATED, THAT ALL SUCH EXISTING WORK SHALL BE REMOVED, UNLESS NOTED AS EXISTING TO REMAIN. VERIFY ALL SUCH CONDITIONS AT JOB SITE. * THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER ON ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION OF THE WORK INDICATED BY THE DRAWINGS. * THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL GOVERNING CODES AND REGULATIONS. * ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURN TO THE BUILDING MANAGEMENT. COORDINATE IN FIELD. * THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION (NOT BEING REUSED) INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ALL OTHER ELECTRICAL/ TELEPHONE EQUIPMENT NOT BEING REUSED. * THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISHED SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/ TELEPHONE ITEMS AND ALL OTHER PROJECTED ITEMS WHICH ARE BEING ABANDONED. * UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARE LEFT "BROOM CLEAN". PERMITS/FEES/INSPECTIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE WORK. * PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. WALL SECTION CONTINUOUS CEILING CHANNEL AS SPECIFIED, REFER TO UL DESIGN NOTED. INSULLATION FULL HT. OF WALL PER UL DESIGN. OMIT IF NOT REQUIRED. I FINISHED CEILING TYPE & HT. AS SPECIE D I; :I •I I i CONTINUOUS WALL ANGLE (EDGE CUT OF CEILING ' TILE SHALL BE AS SPECIFIED, REFER TO REFLECTED CEILING PLAN). • I I •' � 3 5/8" METAL STUDS ®24" O.C. W/ONE (1) LAYER w\ I GYPSUM WALL BOARD (AS SPECIFIED BY UL DESIGN) i i EACH SIDE, FROM FLOOR SLAB TO DECK ABOVE. I ' NOTE: :I I ONE (1) HOUR WALL ASSEMBLY SHALL CONFORM TO .I UL DESIGN NO. U465 i :I CONTINUOUS FLOOR CHANNEL PER UL DESIGN. :I .I :I E� Wa I l Section A-3 N.T.S. PROVISIONS FOR BARRIER FREE DOOR(S) PULL SIDE I I 18 min. 24 preferred O tD I 1 (A) FRONT APPROACHES ----------------- PULL SIDE I y I i NOTE: x = 36 IN MINIMUM IF y = 60 IN x = 42 IN MINIMUM IF y = 54 IN. (B) HINGE SIDE APPROACHES PULL SIDE 24 min. c I I I x I I I I NOTE; y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER. (C) LATCH SIDE APPROACHES LA— Detail 3 3/16" = 1'-0" PROJECT NOTES PUSH SIDE _11A�_t F -T ----- I • I I I Ir I I �•. 00 I 1 I I I I NOTE: x = 12 I IF THE DOOR HAS BOTH A CLO R AN A LATCH. 54 min. PUSH SIDE I I I I I I I I NOTE: y = 8 IN M . IF DOOR HAS BOTH A LAT AN A CLOSER. PUSH SIDE 24 min. x I N NOTE: y = 48 I MIN. ITHE DOOR HAS A CLOSER. II NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. * G.C. RESPONSIBLE FOR FINAL CLEAN-OUT OF SPACE INCLUDING BUT NOT LIMITED TO GLASS, WINDOW BLINDS, ALUM. FRAMES. ETC. PRIOR TO OCCUPANCY. * THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO SUBMITTING ANY BIDS. OWNER AND ARCHITECT BE NOTIFIED OF ANY DISCRIEPANCIES OR OMISSIONS WHICH WOULD INTERFERE W/ THE SATISFACT- ORY COMPLETION OF THE WORK PRIOR TO THE SUB- MISSION OF BIDS. IN ORDER TO DISCOVER AND RESOLVE ANY LACK OF DEFINITION OF CONFLICTS WHICH MIGHT CREATE CONST. PROBLEMS, THE CONSTRUCTOR SHALL, CAREFULLY EXAMINE THEM & SUBMIT A WRITTEN REPORT TO THE ARCHITECT. * THE G.C. SHALL BE RESPONSIBLE FOR KEEPING CLEAN AND DAMAGE FREE, ALL COMMON AREAS AFFECTED BY THE WORK. * G.C. SHALL COORDINATE W/ MANAGEMENT FOR UP- GRADING ALL EXISTING CONDITIONS TO SATISFY ORANGE COUNTY BUILDING DEPARTMENT'S REQUIREMENTS. PROVISIONS FOR BARRIER FREE DRINKING FOUNTAIN SPOUT HEIGHT. SPOUTS SHALL BE NO LONGER THAN 36 INCHES, MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. SPOUT LOCATION AND CONTROLS. WHERE WATER FOUNTAINS OR OTHER MEANS OF DISPENSING WATER ARE PROVIDED, AT LEAST ONE SUCH FOUNTAIN OR DEVICE SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT SPOUTS AND EITHER HAND -OPERATED OR HAND -AND -FOOT OPERATED CONTROLS. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. CLEARANCES. 1. WALL -MOUNTED AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 17 INCHES TO 19 INCHES DEEP (SEE FIGURES 49(A) AND (B)). SUCH UNITS SHALL ALSO HAVE A MINIMUM CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD. 2. FREE-STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PERSON IN A WHEELCHAIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIGURES BELOW) THIS CLEAR FLOOR SPACE SHALL COMPLY WITH "SPACE ALLOWANCES AND REACH RANGES - CLEAR FLOOR" OR "GROUND SPACE FOR WHEELCHAIRS". 48 MIN , �p FINISH MATERIAL NOTES * ALL MATERIALS SHALL COMPLY WITH AT LEAST THE MINIMUM REQUIREMENTS STATED BELOW. ALL SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING WITH THE STANDARDS NOTED BELOW. * ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE, SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD 26-75 AND SMOKE DEVELOPED 0-450. EXCEPT AS NOTED BELOW. * ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND SMOKE DEVELOPED 0-450, AS A CLASS 'C' INTERIOR FINISH MATERIAL. * MATERIALS LESS THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH HAVE FLAME SPREAD CHARACTERISTICS NO GREATER THAN PAPER OF 1/28 INCH THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. * MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE WHEN APPLIED TO WALL OR CEILING SHALL MEET THE REQUIREMENTS OF CLASS 'A' INTERIOR FINISH. * INTERIOR FINISH MATERIALS SHALL BE CEMENTED OR OTHERWISE FASTENED IN PLACE SO THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 300 DEGREES F. FOR 25 MINUTES. * FLOORING MATERIALS SHALL HAVE A MINUMUM OF CLASS II INTERIOR FLOOR FINISH RATING AS CLASSIFIED IN ACCORDANCE WITH NEPA 253. * CARPET INCLUDING PAD, WHEN SPECIFIED, SHALL COMPLY WITH CLASS II INTERIOR FINISH REQUIREMENTS NOTED ABOVE. * IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD, OR BACKING, OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH, EXPOSED EDGES OR CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH CHANGES IN LEVEL SECTION OF THE ACCESSIBILITY REQUIREMENTS MANUAL, JANUARY 1990 BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. * GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALK, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, SHALL HAVE A SLIP RESISTANT FINISH, AND SHALL COMPLY WITH GROUND AND FLOOR SURFACES SECTION OF "ACCESSIBILITY REQUIREMENTS MANUAL" NOTED ABOVE. GENERAL PLANS REVIEW & COORDINATION NOTES * CODE REQUIREMENTS: ITIS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS & RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. * HANDICAPPED ACCESSIBILITY: IT IS THE INTENT THAT ALL WORK SHALL COMFORM WITH THE LOCAL AND STATE ACCESSIBILITY REQUIREMENTS HAVING JURISDICTION. * AMERICANS WITH DISABILITIES ACT: WHILE ARCHITECT/DESIGNER HAS TAKEN MUCH CARE AND IMPOSED PROCEDURAL STANDARDS WITH THE INTENT OF ADA COMPLIANCE (LATEST EDITION) THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR IMPLIED OF SAID COMPLIANCE AND THE ARCHITECT/DESIGNER, STAFF AND/OR RETAINED CONSULTANTS ASSUME NO LEGAL RESPONSIBILITY FOR THE ACCURACY OF THE PRESENTATIONS, NOTES, OR OTHER INFORMATION CONTAINED HEREIN, NEITHER IS LIABILITY ASSUMED FOR THE OUTCOME OF DECISIONS, CONTRACTS, COMMITMENTS OR OBLIGATIONS MADE ON THE BASIS OF THIS INFORMATION. * ELECTRICAL AND MECHANICAL ENGINEERING: ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT'S/ DESIGNER'S WORK. * EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD COORDINATE CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING. * AIR QUALITY: THE GENERAL CONTRACTOR SHALL ADHERE TO THE INDOOR AIR QUALITY RULES AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION (I.E. NO HEAVY BODY VOCS). UNREFERENCED PLAN NOTES * ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. * ALL METAL STUDS SHALL BE 3.5/8", INCREASE GAUGE PER MANUFACTURERS LIMITING HEIGHT GUIDELINES. * GYPSUM WALL BOARD THICKNESS SHALL BE AS INDICATED, REFER TO SECTIONS INDICATED FOR INFORMATION. * DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT DESIGNER TO CONFIRM ALL DISCREPANCIES. * THE TENANT'S FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OF GOVERNING CONDITIONS AND DIMENSIONS TO INSURE PROPER CLEARANCE FOR TENANT'S FURNITURE/EQUIPMENT INSTALLATION. * ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. * IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM DESIGNER OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GRE THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 14...................................................................E...*...............I.......I..................... .. ..........4........-....... -1 2 2 FIG. 26 FICA. 21B DOOR AND HARDWARE NOTES: * ALL DOORS AND FRAMES SHALL BE BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * ALL HARDWARE SHALL BE LEVER ACTION; BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * PROVIDE BUILDING STANDARD DOOR STOPS, HINGES AND SILENCERS AT ALL DOORS. * COORDINATED ALL DOOR HEIGHTS WITH BUILDING MANAGEMENT PRIOR TO PRICING/FABRICATION. DOOR HEIGHTS NOTED ARE SUBJECT TO BUILDING MANAGEMENT COORDINATION AND AVAILABLE BUILDING DOOR STOCKS. ALL DOORS, FRAMES, AND HARDWARE SHALL BE REUSED WHEN IN CONFORMANCE WITH DOOR SCHEDULE AND IN GOOD OPERATING CONDITION AND APPEARANCE. THE G.C. SHALL NOTIFY THE DESIGNER OF ALL VARIATIONS OF/FROM INFORMATION CONTAINED WITHIN DRAWINGS PRIOR TO THE WORK OR PLACING ORDERS. * NON -RATED INTERIOR SWINGING DOORS SHALL BE OPENABLE BY A FORCE OF NOT MORE THAN FIVE (5) POUNDS APPLIED TO THE LATCH STILE. * THE FORCES REQUIRED TO FULLY OPEN FIRE -RATED (LABELED) DOORS SHALL NOT EXCEED A 15 LBF TO RELEASE THE LATCH, A 30 LBF TO SET THE DOOR IN MOTION AND A 15 LBF TO OPEN THE DOOR TO THE MINIMUM REQUIRED WIDTH. THESE FORCES BEING APPLIED TO THE LATCH STILE. * EXTERIOR SWINGING DOORS SHALL BE OPENABLE BY A FORCE OF NOT MORE THAN 8.5 POUNDS APPLIED TO THE LATCH STILE. DOOR AND HARDWARE SCHEDULE DOOR TYPES: 0 BUILDING STANDARD 14'-0 X 7'-0" STOREFRONT AUTOMATIC BREAK AWAY DOOR AND FRAME. © BUILDING STANDARD 3'-0" X 6'-8" INSULATED DOOR AND FRAME. © PAIR BUILDING STANDARD 3'-6" X 6'-8" STOREFRONT DOOR AND FRAME. D] BUILDING STANDARD 3'-0" X 6'-8" HARDWARE TYPES: Da LOCK SET, CLOSER, W/ PANIC HARDWARE © LOCK SET W/ CLOSER. ❑C ROLL -UP TRACKS W/ LOCKSET. ❑d LOCK SET [j]PASSAGE REVISIONS: 'ONI WOOD DOOR AND FRAME. ED BUILDING STANDARD 4'-0" X 6'-0" U INSULATED DOOR AND FRAME. W F❑ BUILDING STANDARD 2'-6" X 6'-0" PARTITION DOOR AND FRAME. © BUILDING STANDARD 8'-0" X 12'-0" METAL ROLL UP DOOR LL>w0oo a BUILDING STANDARD 3'-0" X 3'-0" U WOOD DOOR AND FRAME. HARDWARE TYPES: Da LOCK SET, CLOSER, W/ PANIC HARDWARE © LOCK SET W/ CLOSER. ❑C ROLL -UP TRACKS W/ LOCKSET. ❑d LOCK SET [j]PASSAGE REVISIONS: 'ONI cn 0� U W � O F- N ui0 N0 LL>w0oo •^ owls U Zw, m M 0 d �N^ 0 SEPARATE TENANT SEPARATE TENANT I/1' GDIVGRETE GKVUJN. 6" O STEEL PIPE, FILLED SOLID WITH CONCRETE. REINFORCED CONCRETE SLA5, OR ASPHALT/ GRADE, REFER TO PLAN. CONCRETE FOOTING 11-40 0. 3' DEEP. CLEAN COMPACT FILL, TYP. i1 BOLLARD DETAIL TOILET ROOM CLEARANCE DETAILS HANDICAPPED ACCESSIBILTY DETAILS Clearance at Toilet (VERIFY PROPER OPERATION. TAKE CORRECTIVE ACTION 12" 42 min. R THE SUBSCRIPT "R" DENOTES EXISTING TO BE REMOVED OR RELOCATED. TYPICAL E THE SUBSCRIPT "N" DENOTES NEW TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. F THE SUBSCRIPT "N" DENOTES MODIFY TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. BUILDING STANDARD 2 X 4 LAY—IN LED LIGHT Ir L Q BUILDING STANDARD 1 X 4 LAY—IN LED LIGHT FIXTURE. a7 cri M M FIXTURE. BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK—UP FOR EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS). Z :::::: Elevation at Toilet Clearance at Lavatory \ \ B C �\ 36" L,Zw o D F O EE C 1 v O o E �S _ " a M N�. ... ............... ...... .... 18" TOE CLEA ANCE 6 Max. KNEE CLEARANCE 8 min. LAV DEPTH 17 min. NOTE: EXPOSED P—TRAP W/ HOT WATER CONTROLS SHALL BE INSULATED, TYP. 2 T picaI Clearances A- 2 1N.T.S. LEGEND E THE SUBSCRIPT "E" DENOTES EXISTING ITEM TO REMAIN. (VERIFY PROPER OPERATION. TAKE CORRECTIVE ACTION AS REQUIRED). TYPICAL R THE SUBSCRIPT "R" DENOTES EXISTING TO BE REMOVED OR RELOCATED. TYPICAL N THE SUBSCRIPT "N" DENOTES NEW TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. M THE SUBSCRIPT "N" DENOTES MODIFY TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. BUILDING STANDARD 2 X 4 LAY—IN LED LIGHT FIXTURE. Q BUILDING STANDARD 1 X 4 LAY—IN LED LIGHT FIXTURE. BUILDING STANDARD 2 X 2 LAY—IN LED LIGHT FIXTURE. BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK—UP FOR EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS). Z BUILDING STANDARD ILLUMINATED EXIT SIGN: SHADED QUARTER(S) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. REUSE EXISTING WHERE APPLICABLE. ® BUILDING STANDARD HVAC DIFFUSER (SUPPLY). BUILDING STANDARD HVAC DIFFUSER (RETURN). ® DENOTES EXHAUST FAN (MINIMUM TWO (2) C.F.M. PER SQUARE FOOT OF FLOOR AREA) WITH ON/OFF LIGHTED PILOT SWITCH. BUILDING STANDARD SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. BUILDING STANDARD SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. p BUILDING STANDARD RECESSED LED LIGHT FIXTURE a BUILDING STANDARD LED WALL PACK FIXTURE U Ld O M ll.l 0 1 0 m r FLL LL � o LL0 W Q ff W z 101 ,. ,,, SEPARATE TENANT SEPARATE TENANT ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN 5E OPENED FROM THE INTERIOR AT ALL TIMES, WITH OUT KEY, TYP. FIRE EXTINGUISHERS TO 5E PROVIDED AS REQUIRED 5Y LOCAL ,AUTHORITIES (MIN. ONE NEAR EXITS), ,AT 4'-0' A.F.F. AGGESSI5LE ROUTE TO 5ULDING MEETS F5C 11-4.1.3 CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREYITER THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 1 4-1 2 4 I 2 1 �......... 7.*.* .... ..................... ........................ ..................... .................... FIG. 26 FIG. 29 OCCUPANCY LOAD MERCANTILE / RESTROOMS AREA 9,492 S.F. / 30 = 311 PEOPLE 5ACK OF HOUSE 5,922 S.F. / 300 = 20 PEOPLE TOTAL OCCUPANCY = 331 PEOPLE CAPACITY OF MEANS OF EGRESS 331 PEOPLE X 0.2 INCHES PER PERSON = 68 INCHES REQUIRED. INCHES PROVIDED = 144 INCHES. TOTAL (3) DOOR OPENINGS THREE (3) EXITS PROVIDED. REQUIRED PLUM5ING FIXTURES WATER CLOSETS MERCANTILE: MEN/WOMEN = I PER 500 REQUIRED: 2 WATER CLOSETS SUPPLIED: 2 WATER CLOSETS LAVATORIES MERCANTILE: MEN/WOMEN = 1 PER 150 REQUIRED: 2 LAVATORIES SUPPLIED: 2 LAVATORIES LEGEND DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO *0NI (� BE REMOVED,. VERIFY CONDITION IN FIELD. O N DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. U DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED W WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD o VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. M 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: – w o A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) >_w LAYER 1/2' MIN. THICK GYPSUM BOARD EACH SIDE: FROM N = o o FLOOR SLAB TO CEILING., OR AS NOTED00 o� I Z Q M �T�rrr�rrr DENOTES NEW COOLER OR FREEZER PARTITION: �,.� o uj �0 0 Q �v L� BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK-UP FOR EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS). BUILDING STANDARD ILLUMINATED EXIT SIGN: SHADED �— QUARTER(S) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. REUSE EXISTING WHERE APPLICABLE. O FIRE EXTINGUISHER F.E. IP OUTSIDE AIR CALCULATION: PER TABLE 403.3 FLORIDA BUILDING CODE -MECHANICAL. SUPERMARKET= 9 495 FT2 X 8 PEOPLE/1000 FT2 = 76 PEOPLE V= 7.5 CFM/PERSON X 76 PERSON + 0.06 CFM/FT2 X 9 495 FT2= 570 CFM + 570 CFM = 114( STORAGE= 0.06 CFM/SF= 4845 SF X 0.06 CFM= 291 CFM OFFICE: V = 5 CFM/PERSON X 1 PERSON + 0.06 CFM/FT2 X 180 FT2 = 5 CFM + 10.8 CFM = 16 CFM TOTAL OUTSIDE AIR = 1447 CFM 2017-11-10 MECHANICAL LEGEND SYMBOL DESCRIPTION MODEL NEW RIGID FIBERGLASS DUCT BOARD MATERIAL NEW FLEXIBLE FIBERGLASS DUCT CD CONTROL DAMPER � 14---/ GALVANIZED STEEL SPIN -IN FITTING WITH AIR SCOOP AND INTEGRAL DAMPER SAD -400 1000 MARK OF AIR DISTRIBUTION DEVICE, AND CFM'S O THERMOSTAT RTU -1 ROOF TOP UNIT AHU AIR HANDLER UNIT CU COMPRESSOR UNIT e SUPPLY GRILL a RETURN GRILL SD SMOKE DETECTOR CONTROLLERS AND ROUND INLET. ® RETURN AIR GRILLE EXHAUST FAN I KUIN I.UIVUtIVJH I L r KUM ML(,HAIVIl,HL UIVI 1J IU KUUr UKAIN/bU 11 tK HIVU 1 LKMIINA Il- VIII Irl /-\rrKUVr-U AIK GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTER. REFER CONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS (2014 FLORIDA BUILDING MECHANICAL CODE) Q3 CONDENSATE LINES NEED TO TERMINATE A MINIMUM OF 1 FOOT OUTSIDE OF EXTERIOR WALLS (FBCM 1503.4.4) AND THEY NEED TO TERMINATE IN AN APPROVED LOCATION. (FBCM 307) AIR DISTRIMUTION DEVICE SCHEDULE SYMBOL DESCRIPTION MODEL FRAME TYPE MATERIAL FINISH REMARKS � LLI 0 0 � N M 0 SAD -1 SUPPLY AIR DIFFUSER TITUS OR EQUAL T ALUM CEILING PROVIDE DIFFUSER WITH ALUMINUM CONES AND FRAME, ADJUSTABLE VANE pq o� I TDCA SERIES GRID U W COLOR CONTROLLERS AND ROUND INLET. RAG -1 RETURN AIR GRILLE TITUS OR EQUAL T ALUM CEILING GRILLE SHALL BE 3/4' EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM 06 23RFS SERIES GRID COLOR FRAME AND REMOVABLE HIGH EFFICENCY (ASHRAE 3090 FILTER SADITUS SUPPLY AIR DIFFUSER OR EQUAL T 'a'L CEILING PROVIDE DIFFUSER WITH ALUMINUM CONES AND FRAME, ADJUSTABLE VANE H D LLJ TDCA SERIES GRID COLOR CONTROLLERS AND ROUND INLET. R RETURN AIR GRILLE ITUS OR EQUAL t ALUM CEILING GRILLE SHALL BE 3/4' EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM - STEEL�GALVANaED COLOR FRAME, AND REMOVA5LEHIGH EFFICENCY CASH 30%) FILTER FITTING WITH INTEGRAL SCOOP AND DAMPER SPIN -IN TAKE OFF JER-AIR DB -4 SPIN -IN REVISIONS: 'ONI to 0� U U � LLI 0 0 � N M 0 - �o N LL. 00 pq o� I U U W � Zmr'`) M UU w >_ O •- O Q U* io, W U � Q �> pq >_ O I/ (y) 06 Q � H D LLJ Q ry 0 U CD o Z Q CD (y) z L� a LSI J Q Q� LSI I - Z io, MECHANICAL GENERAL NOTES: FURNISH ALL LABOR AND MATERIAL FOR A COMPLETE HVAC SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINES WITHIN THESE SPECIFICATION. SYSTEM MUST MEET OR EXCEED ENERGY EFFICIENT CODE FOR BUILDING CONSTRUCTION'S LATEST EDITION. AND DONE IN STRICT ACCORDANCE WITH THE MOST RECENT EDITIONS OF THE FOLLOWING: STANDARD MECHANICAL, PLUMBING, AND FIRE PREVENTION CODES; NFPA 90A AND 101; ASHRAE; SMACNA; NEC; AND LOCAL JURISDICTION. UNITS SHALL BE UL LISTED AND CARRY UL LABEL.. TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON DRAWINGS. WARRANTY: ONE (1) YEAR WARRANTY ON THE COMPLETE SYSTEM AND AN ADDITIONAL FOUR (4) YEAR FACTORY WARRANTY ON AL COMPRESSORS. EXHAUST FANS: - FURNISH EXHAUST FAN WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. AIR DISTRIBUTION EQUIPMENT _- FURNISH FURNISH SUPPLY AIR DIFFUSERS AND RETURN AIR REGISTER WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS, AND SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. DUCTWORK: PROVIDE AND INSTALL DUCT SYSTEM AS INDICATED IN DESIGN DRAWINGS. MATER IALS: ALL SUPPLY AIR AND RETURN AIR DUCTWORK SHAL L BE 1-1/2" R-6 SC HULLER SUPERDUCT OR OWENS CORING ENRADUCT FIBROUS GLASS DUCTBOARD WITH THE EPA LICENSED ANTI -MICROBIAL COMPOUND. ALL RIGID ROUND SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE G-90 GALVANIZED STEEL SNAPLOCK DUCTWORK EXTERNALLY WRAPPED WITH 2" THICK R-6 FIBROUS GLASS DUCT WRAP WITH AND FSK VAPOR BARRIER. ALL FLEXIBLE SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO R-6 REQUIREMENTS. ALL EXHAUST AIR DUCTWORK SHALL BE FLEXIBLE ALUMINIZED DUCT. ALL OUTDOOR AIR DUCTWORK SHALL BE GALV. STEEL SNAPLOCK. ALL DUCT AND INSULATION JOINTS SHALL BE WITH GLASS FAB AND APPROVED MASTIC. FABRICATED AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCT SIZE IS THE SAME AS THE NECK SIZE. APPLY 2" THICK 0.75 POUND DENSITY FIBERGLASS INSULATION WITH AN FSK VAPOR BARRIER AND GLASS FAB AMD MASTIC TO THE TOPS OF ALL SUPPLY AIR DIFFUSERS AND REGISTERS. ALL DUCT BRACES SHALL BE EQUIPPED WITH MANUAL VOLUME DAMPERS WITH THE REGULATORS ACCESSIBLE. MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN FRESH AIR INTAKES AT AHUS AND ANY EXHAUST AIR OUTLETS, PLUMBING VENTS THROUGH ROOF, ETC. IN ACCORDANCE WITH THE STANDARD MECHANICAL CODE. VIBRATION ISOLATION: - ALL AC UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH VIBRATION ISOLATION EQUIPMENT. PROVIDE FLEXIBLE CONNECTORS AT SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT. CONDENSATE PIPING: ALL CONDENSATE PIPING SHALL BE WHITE SCHEDULE 40 PVC WITH SOLVENT WELDED OR THREADED FITTINGS. ROUTE CONDENSATE PIPING TO 2'X2'X2' DRYWELLS WITH PEA GRAVEL FILL. FIRE SYSTEM: UNLESS OTHERWISE REQUIRED BY FIRE MARSHALL, PROVIDE FIRESTAT SET AT 136F FOR EACH AC UNIT RETURN, SMOKE DETECTOR SHALL BE PROVIDED FOR ALL SUPPLY AND RETURN DUCT INTERPHASED WITH FIRE ALARM SYSTEM ONLY WHEN REQUIRED BY LOCAL FIRE CODE. REFRIGERATION PIPING: SHALL BE FIELD FABRICATED. PIPING SHALL BE STREAMLINE ACR READING HARD DRAWN FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY COPPER TUBING. TAP ALL FITTING WITH RUBBER MALLET. LEAK TEST WITH HALIDE TORCH. INSULATION: COVER ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4" FR/ARMAFLEX 22. INSTALLATION SHALL BE CONDENSATION FREE, AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. THERMOSTATS: LOW VOLTAGE THERMOSTAT, STAGES HEAT 1, STAGES COOL 1, TEMP. SETTINGS PER DAY 4, PROGRAMS PER WEEK 5-1-1 OR 5-2, TERMINAL DESIGNATIONS R, RC, C, Y, W, G, 0/13, SYSTEM SWITCHING AUTO -HEAT -COOL -OFF, FAN SWITCHING AUTO -ON, DISPLAY SIZE 5.1 SQ. IN., DISPLAY TYPE LCD, BACKLIT, WITH HUMIDIFICATION CONTROL, BATTERY BACKUP, LOW BATTERY INDICATOR, DUAL TRANSFORMER COMPATIBLE, POWER METHOD HARDWIRED/BATTERY, VOLTAGE 24VAC, , MOUNTING TYPE HORIZONTAL SUBMITTALS: SUBMIT DUCT FABRICATION SHOP DRAWINGS AND PRODUCT SUBMITTALS FOR ARCHITECT'S REVIEW AND IN ACCORDANCE WITH THE ARCHITECTURAL SUBMITTAL REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK. PROVIDE THE OWNER 3 COPIES OF ALL EQUIPMENT GUARANTEES, WARRANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF 2 HOURS AT THE PROJECT SITE TO FAMILIARIZE THE OWNER OF DESIGNATED REPRESENTATIVES WITH THE WAYS IN WHICH THE SYSTEM IS OPERATED AND MAINTAINED. AIR DISTRIBUTION SYSTEM TESTING, ADJUSTING AND BALANCING: PROVIDE A WRITTEN BALANCE REPORT TO THE OWNER OR THE DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER FOR HVAC SYSTEMS SERVING ZONES WITH A TOTAL CONDITIONED AREA EXCEEDING 5000 SQUARE FEET. AIR DISTRIBUTION SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED BY AN ENGINEER LICENSED IN THIS STATE OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. FOR SYSTEMS 15 TONS OR LESS SHALL PROVIDE A TEST AND BALANCE, TEST CAN BE PERFORMED BY MECHANICAL CONTRACTOR. ALL TESTS SHALL BE IN ACCORDANCE WITH NEBB OR AABC REQUIREMENTS BY INDIVIDUALS FAMILIAR WITH THE PROCEDURES AND PRACTICES INVOLVED AND WITH THE REQUIRED CERTIFICATION. PRESSURE TEST DUCTWORK. MAX. LEAKAGE SHALL NOT EXCEED 5%. 2017-11-10 VENTILATOR SCHEDULE MARK EF -1 FIT IN FIELD. MANUFACTURER BROAN OR EQUAL W/ JOISTS MODEL NUMBER HD50 1/4"X2" LOCATION SEE PLANS SERVICE EXHAUST I- TYPE DIRECT - o �o CFM 50 ��00 S.P. - cu RPM 1250 0 Z W MOTOR HP 30 WATTS to DRIVE TYPE DIRECT � Q SONES 1.5 DUCT (IN.) 4910 Q V/PH/60 120/1 CONTROL SWITCH REMARKS 1 L REMARKS 1.PROVIDE AND INSTALL ROOF CAP WITH BIRD SCREEN. 1 /2"x4"x4" NEOPRENE PAD AT EACH EDGE, UNDER STRAP. /4 'k ---JL 3x3x1 /4 ROOF OPENING FRAME ANGLE (TYP. U.N.O.) ANGLE TO ANGLE, TYP. 1/4 V 2-12 EXSTG. STEEL JOIST RTU SUPPORT DETAIL PT LOAD JOIST REINFORCING DETAIL '2" FLAT STRAP, FS200-54, ONE AT EACH END OF RTU. AND 30" O.C. STRAP TO WRAP AROUND RTU, AND ATTACH TO CURB WITH (4)" 1/4" DIA. SCREWS, MINIMUM. ATTACH CURB TO ANGLE W/18ga —STRAP FASTENED TO CURB AND ANGLE W/ (2) #10 TEK SCREWS CSD EACH CORNER AND 30" O.C. MAX. RE—ATTACH ROOF DECK TO OPENING FRAME W/ #12 TEK SCREWS ® EA. DECK FLUTE OR 4" O.C. MAX. 1/4 COPE ANGLE TO FIT AROUND T.O. JOIST SO HORIZ. LEG BEARS ON JOIST. ALTERNATIVELY THE CURB CAN BE ATTACHED TO THE STEEL ANGLE W/ 1/2" DIA. A325 STEEL BOLTS ® EACH CORNER AND 30" O.C. MAX. BRG. POINT PT LO DECK NOT SHOWN CLARITY —ANGLES SHALL BE A36 STEEL —WELD ELECTRODES SHALL BE E70XX —FLASH & SEAL ALL ROOF PENETRATIONS ACCORDING TO ARCH. DWGS. OR BY LICENSED ROOFING CONTRACTOR. EXIST. JOIST TYP. ALL MIN 2X2X1 /4, CUT TO FIT IN FIELD. WELD ALL CONTACT POINTS W/ JOISTS AND ANGLES W/ MIN 1/4"X2" FILLET. REVISIONS: 2017-11-10 1 'ONI cn 0� U _ U D Ld A 0 I- a J - o �o N ��00 n o I cu �to 0 Z W o2S Q to No � Q No �U� �0• 5�� W U _ D P� A i a J CO n >_ cu o2S Q � ~ H W Q ry _ L 3Q � U o a z Q O (y) z 0 H W J 0 H w w z H �0• 5�� U Z W U Q 0 U L O� T 0 U O 0 0 BEARING OPTION WING ROD CONTINUOUS NUT ON ALL DAMPERS ARM OVER 12" DIA. ELEVATION DUCT ROUND DAMPER 2 -BLADE ARRANGEMENT DUCT 1/8" 3/8" QUADRANT 1/8" CLEARANCE ALL AROUND CLEARANCE — DUCT ALL AROUND /e 3/8" PI N- x 0� o >; 22 GA. BLADE U —I1[] T/1 -I all 1/2" 1/2" ROD -PIN-\ QUADRANT ° N n 16 GA. BLADE 19" TO 48" STIFFEN o AS 1 /2» NOTE: OVER 12" REQUIRED HIGH USE MULTIPLE BLADES. 0 SIDE ELEVATION VOLUME DAMPERS -SINGLE BLADE TYPE w., MUNN SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" STEEL ROD FLEXIBLE CONNECTION TRANSITION -BACKDRAFT DAMPER INSULATED HOUSING �- CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED EXHAUST FAN DETAIL SCALE: N.T.S. STRAP OR - DRAW BAND PULL SLEEVE DUCT TIGH WITH C.D. NECK AND SCREWS TO MAKE AIR TIGHT STRAP SUPPORT MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS. MAXIMUM LENGTH IS 8'-0" CAULK & SEAL AT BOTH DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH STRAP. PROVIDE 5 PIECE ROUND RIGID DUCT CONNECTION. SIZE TO MATCH DIFFUSER NECK. FIELD INSULATE THE DUCT INSNUNLR�E ELBOW AND TOP OF DIFFUSER WITH 2" THICK FIBERGLASS BLANKET. EXPOSED CEILING REGULAR CEILING PANG/ DIFFUSER CONNECTION DETAIL SCALE: N.T.S. METAL DRAW BAND VOLUME DAMPER EXPOSED DAMPER HANDLE OUTSIDE OF THE INSULATION AND PAINT BRIGHT YELLOW /-BELL MOUTH BUCKLEY AIR TIGHT FITTING NOTES: 1. ALL DIFFUSERS AND SUPPLY GRILLES SHALL HAVE THIS CONNECTION. 2. ANY OTHER TYPE OF CONNECTION WILL BE REJECTED. 3. INSULATE ALL METAL DUCT UP TO THE FLEXIBLE DUCT AND OVERLAP INSULATION TAPING IT WITH METAL TAPE. TYPICAL DIFFUSER/GRILLE DUCT CONNECTION DETAIL SCALE: N.T.S. DUC L 22 GA. 1" WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN DIRECTION PROVIDE 22 GA. ANGLES HVAC DUCT AT BOTTOM CORNERS OF 45' 1 1 (RIGID DUCT TO PREVENT 1 FIBERBOARD) GOUGING. ANGLES SHALL BE 4" WIDE BY MANUAL DAMPER WITH LOCKING QUADRANT ON ALL SUPPLY AIR AND BRANCH T NOTE: RETURN AIR DUCTS. DO DUC L=1 /2 W (4" MIN NOT PROVIDE SCOOP OR EXTRACTOR. LOW PRESSURE SUPPLY OR RETURN AIR DUCT CONNECTION DETAIL SCALE: N.T.S. AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. NOT REQUIRED IF A SECONDARY DRAIN PAN IS USED. 12" EXTENSION PIPE WITH THREADED CAP AT END VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEANOUT AT LEAST 1" ABOVE FLOAT SWITCH TRIPPING HEIGHT, IN SECONDARY DRAIN. 2" PROVIDE AS CPVC OR COPPER 4" WITHIN PLENUM RETURN MECHANICAL CLOSET. ----PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH CLEANOUT IS ACCEPTABLE. CONDENSATE TRAP DETAIL SCALE: N.T.S. #12 TEK SCREW 'S�TYP) ROOF MEMBRANE CEMENT CONDENSATE PIPE SUPPORT SCALE: N.T.S. 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 12 GAUGE WIRE 1" WIDE 22 GAUGE OR 1/4" ROD 4STRAP WRAPPING TOP CHORD OF a--8FT MAX--s-UNDER DUCT AND TRUSS ATTACHED TO TOP AT LEAST ONE CHORD OF TRUSS. HANGER PER DUCT TRANSVERSE 1 1"X "CHA'NNEL X 1"A 22 GAUGE ANGLE 4"X 2"X 2" SOFFIT DUCT HANGING DETAIL SCALE: N.T.S. HANG FLEXIBLE DUCTS WITH 1-1/2" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS SCHEDULE 40 PVC CONDENSATE PIPING MICRO PIPE SUPPORT ROOF SYSTEM CONDENSATE PIPE SUPPORT SCALE: N.T.S. L=1 /4W,(4"MIN) L AIR FLOW BRANCH DUCT MANUAL DAMPER WITH QUADRANT LOCKING LEVER EXPOSED DAMPER HANDLE OUTSIDE OF INSULATION AND PAINT BRIGHT YELLOW TRUNK LINE TYPICAL RETURN AND EXHAUST DUCT CONNECTION DETAIL SCALE: N.T.S. NOTESIRIME COAT AND PAINT TO MATCH ROOF COLOR. 1 • PROVIDE FLASHING AND COUNTER FLASHING. 2• PROVIDE BIRD SCREEN AND 3. OMIT BACKDRAFT DAMPER FOR BATH EXHAUST USE. LV. STEEL OR ALUMINUM CT MADE WATERTIGHT. FFENERS MAY BE INSIDE. CAULK WEATHER TIGHT FLAT ROOF )INING OF THE THE COLLARED CONNECT DUCT _LAR AND SEAL BACKED TAPE. EXHAUST ROOF CAP DETAIL SCALE: N.T.S. REVISIONS: '3NI w 0� U IT� U w 0 �> N M _(y) - 0 N pq o ��00 ■'..� 0- 'cr, > r" oi U owl ry (y) Zm M 06 Q ovw, 0O I Q Uol �O• W U �> o _(y) ry pq 0- >_ oi ry (y) 06 Q I Li - H Lijry � 0 3Q � U o Z CD z (� 0 w J 0 a w z H �O• B-15 B-15 800AMP NEW 2p /�nRv ELECTRICAL DP NEW SERVICE. UNDERGROUND MDP -7,9,11 SERVICE N TO CONNECT �R� TO REMAIN O O B-25,2 EM BACK OF HOUSE ABOVE CUTTING ROOM SEPARATE TENANT LIGHT FAN B-3 GFCI B-1,3 0 EXIST. 4' GREASE GONDOLA r B-5,7 TO REMAIN -- L_J GFCI B-9 a WRAP GFCI EXISTING STORM LINES -4PH R -a GFCI Q t4OOA TO REMAIN -- L=J� CABLE CONNECTION EXIST. 2' DOMESTIC 0 LIGHT © WATER TO-REMNN O A-9 60' - EXIST RRE LINES 0 LIGHT 60' TO REMAIN 0 O O B-25,2 EM BACK OF HOUSE ABOVE CUTTING ROOM SEPARATE TENANT LIGHT FAN B-3 GFCI B-1,3 0 60' GONDOLA GFCI B-5,7 CUTTING ROOM SAW A-14 GFCI B-9 A-20 WRAP GFCI GFCI -4PH R -a MEATS COOLER A-23 MEAT 20A EVAP. SEPARATE TENANT SEPARATE TENANT J (DA-, LIGHT FAN 0 0 60' ISLAND FAN HEATER A-15 A-17 A N O 60' GONDOLA 60' GONDOLA 0 0 60' GONDOLA 60' ISLAND LIGHT FAN 60' GONDOLA A-14 A-16 CONV. RTU -1 A-20 42" MAX. HI. GFI COUNTER TOP CONVENIENCE OUTLET. I-® WP B-28 MDP -14,1 2017-11-10 -4PH PHONE JACK GFCI Q t4OOA DATA OUTLET L=J� CABLE CONNECTION GARBAGE DISPOSAL MOTOR j� LIGHT © JUNCTION BOX O A-9 60' GONDOLA 0 LIGHT 60' GONDOLA 0 A-11 om@B-30 am@ B-30 FAN (f) C) 0 Uv d) A-13 H d ry A N O 60' GONDOLA 60' GONDOLA 0 0 0 0 60' ISLAND LIGHT FAN HEATER HEATER A-14 A-16 A-18 A-20 A-2 LIGHT 36' DAIRY' 0 AN ASHRAE 90.1-2010 SECTION 8.4 MANDATORY PROVISIONS 8.4.2 - AUTOMATIC RECEPTACLE CONTROL. AT LEAST 50 % OF ALL 125 VOLT 15 - AND 20- AMPERE RECEPTACLES, INCLUDING THOSE INSTALLED IN MODULAR PARTITIONS, INSTALLED IN FOLLOWING SPACE TYPES: A. PRIVATE OFFICES B. OPEN OFFICES C. COMPUTER CLASSROOMS SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE THAT SHALL FUNCTION ON: AN OCCUPANT SENSOR THAT SHALL TURN RECEPTACLES OFF WITHIN 30 MIN OF ALL OCCUPANTS LEAVING A SPACE Ei fDOWEfR FLAN. E -I v>r_,_o ELECTRICAL NOTE: ALL EMERGENCY LIGHTS SHALL BE ON THE SAME CIRCUIT AS THE LIGHTING IN THE SAME ROOM, AHEAD OF THE SWITCH NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES. SEPARATE TENANT LEGEND Q FRAME LIGHT FAN HEATER A-6 A -8A-10 18" MIN. HI. DUPLEX CONVENIENCE OUTLET. 00 18" MIN. HI. DUPLEX WATER PROOF OUTLET 6' DOORS 9 1 ASHRAE 90.1-2010 SECTION 8.4 MANDATORY PROVISIONS 8.4.2 - AUTOMATIC RECEPTACLE CONTROL. AT LEAST 50 % OF ALL 125 VOLT 15 - AND 20- AMPERE RECEPTACLES, INCLUDING THOSE INSTALLED IN MODULAR PARTITIONS, INSTALLED IN FOLLOWING SPACE TYPES: A. PRIVATE OFFICES B. OPEN OFFICES C. COMPUTER CLASSROOMS SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE THAT SHALL FUNCTION ON: AN OCCUPANT SENSOR THAT SHALL TURN RECEPTACLES OFF WITHIN 30 MIN OF ALL OCCUPANTS LEAVING A SPACE Ei fDOWEfR FLAN. E -I v>r_,_o ELECTRICAL NOTE: ALL EMERGENCY LIGHTS SHALL BE ON THE SAME CIRCUIT AS THE LIGHTING IN THE SAME ROOM, AHEAD OF THE SWITCH NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES. SEPARATE TENANT LEGEND Q ELECTRICAL PANEL 0� ELECTRICAL METER j�J (� E 50A WALL MOUNTED DISCONNECT 18" MIN. HI. DUPLEX CONVENIENCE OUTLET. G � 18" MIN. HI. DUPLEX WATER PROOF OUTLET 42"�'T GFI�./L 42" MAX. HI. GFI COUNTER TOP CONVENIENCE OUTLET. I-® SPECIAL PURPOSE WALL OUTLET. -4PH PHONE JACK QDATA DATA OUTLET L=J� CABLE CONNECTION GARBAGE DISPOSAL MOTOR j� EXHAUST FAN © JUNCTION BOX ou DOOR BELL/GARAGE DOOR SWITCH 82' GONDOLA 1:1 BINS 1:1 1:1 L1-7 L1-9 L1-12 OUST. SERV. L1-2 L1-24 1 26 a L1-14 a ® a 1-4 DATAp H L1-1 m L1-6 A-25 Ll - 1 E AIRY L1-2 L1- 0 m ® A-27 a PNL 1-11 C3 L1 OFFICE L1-22 DATA 24' L1-5 SIGN 0 I I Q' I I I I I 1 I 7 I I I I I I I I I I i6' PRODUCE ---------- 9 REVISIONS: 2017-11-10 1 'ONI cn 0� U _ D w Q 0 t\ N t -J M�'y� pq j� N2 CL 0LL.� ou I..L U owC-) I Z m M N C) Q (f) C) 0 Uv SGP�� PG' W U _ D Q > t -J M�'y� pq CL ou I..L H W ry ED Q U 0 0 Z CD Z C3 H Q W H J Q 0 H W F - Z SGP�� PG' SEPARATE TENANT SEPARATE TENANT LIGHTING SCHEDULE u) EXIST. 4' SAI Manufacturer # Description TO REMAIN Mount Volts EXIST. 4' GREI F I TO TO REMAIN L 1 3W SURFACE EXISTING STORM INTERIOR EM TO REMAIN EMERGENCY LIGHT, TWIN HEAD- 90 MIN EMERG ILL LIM. 2 EXIST. 2' DOME SURFACE 120/277 _LAER TO REMA B SMKAR ETY24P3035U1 EXIST FIRE UNE.' 2 56W TO REMAIN SEPARATE TENANT SEPARATE TENANT LIGHTING SCHEDULE u) Mark Manufacturer # Description Lamps Mount Volts E° Qty. Type X SIMKAR SLED -B -R -W -EXIT EXIT LIGHT SELF DIAGNOSTIC BATTERY BACKUP -90 MINUTES EMERG. ILLUMINATION 1 3W SURFACE 120/277 INTERIOR EM SUKAR DLMW EMERGENCY LIGHT, TWIN HEAD- 90 MIN EMERG ILL LIM. 2 5AW SURFACE 120/277 INTEROR B SMKAR ETY24P3035U1 2'X4' RECESSED LED FLUORESCENT 2 56W RECESSED 120/277 INTERIOR C ENV IROLITE ST704T1850 8 FT 4 LIGHTS LED STRIP LIGHT T8 4 224W STRIP 120/277 INTERIOR L IGHT 3/32" = 1'-0" NG PLAN ELECTRICAL NOTE: ALL EMERGENCY LIGHTS SHALL BE ON THE SAME CIRCUIT AS THE LIGHTING IN THE SAME ROOM, AHEAD OF THE SWITCH NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES. 101 LEGEND u) In 4'x4' SKYLIGHT T5HO (2'X2') _ 2'x4' FLUORESCENT LIGHT E° 2'x2' FLUORESCENT LIGHT ® 1'x4' FLUORESCENT LIGHT =====:I FLUORESCENT LIGHT AO 1 SCONCE I- WALL MOUNTED LIGHT 0 RECESSED LIGHT PENDANT LIGHT Pq TRACK LIGHTING �a THEATRICAL STRIP LL 00 SPOT LIGHT Ikk EMERGENCY LIGHT ® EXIT LIGHT ow CEILING FAN W/ LIGHT Q CEILING -MOUNTED INCANDESCENT LIGHT FIXTURE PC CEILING -MOUNTED INCANDESCENT LIGHT FIXTURE W PULL CHAIN �w.-, 48" MAX. HI. SINGLE POLE WALL SWITCH 48" MAX. HI. 3 -WAY WALL SWITCH ® SINGLE -STATION SMOKE DETECTOR ® SMOKE & MONOXIDO DETECTOR 1P 01 'ONI u) 0� U _ � LJ I 0 A AO 1 I- N J (y) Pq J N LL 00 .� ow I ry U ow ,,max W Q �-� Ld V)o mn �w.-, 1 0 N O Q 0 U iO• e W U _ � A A i � J (y) Pq l V ry ( y ) ,,max W Q L 1 11 H LLJ � ry Q ry LL o _ LL- 3Q � U o (� Z 0 a Q O Z C3 H Q LTJ 1 J Q ry a H LAI 1— Z h-1 iO• e TOTAL LOAD MARK NAMEPLATE DESCRIPTION BREAKER TRIP POLES LOAD AMPS LOAD KVA VOLTAGE 0.0 LIGHTING 17.40 1.25 21.8 HVAC 0.00 1.00 0.0 RACK COMP RACK COMPRESSORS 350 3 289.0 104 120-208 RACK COND RACK CONDENSER 60 3 45.0 16 120-208 "A" PANEL "A" 200 3 109.2 39 120-208 "B" PANEL "B" 150 3 39.4 14 120-208 RTU -1 ROOF TOP UNIT 200 3 180.6 65 120-208 "L" PANEL "L" 200 3 93.0 33 120-208 LOAD (AMPS) I LOAD (AMPS) ITOTAL CONNECTED LOAD = 16.2 KVA C = 100.0 AMPS= .12.0 KVA A LOAD (AMPS) ITOTAL CONNECTED LOAD = 28.9 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION 272.21 756.15 TOTAL LOAD (KVA) TOTAL LOAD (AMPS)`, DISTANCE FROM PANELS "A", "B", "L" AND L1 TO FARTHEST OUTLET IS 100 FT. DROP VOLTAGE LESS THAN 3% IF DISTANCE LESS THAN 105.9 FEET INTERIOR OFFICE FRONT OF BUILDING 10,000 I AIC SUB PANEL"L1" 100 AMP 3PH M.L.O. PANEL SCHEDULE 44,000 LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 17.40 1.25 21.8 HVAC 0.00 1.00 0.0 LOAD BALANCE DATA NEW PANEL: "L" 11.472 3PH BUS:200AMP BUS: 800AMP M.L.O. TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS 'UTILIZE 200 AMP SERVICE 33.2 360 92.28 VOLTAGE: 120/208V,3,0,4W A = '100.6 AMPS = '12.1 KVA MOUNTING: SURFACE A= '781.2 AMPS = '93.7 :KVA MOUNTING: SURFACE POLES: 42 A= 114.0 AMPS= '13.7 KVA POLES: 18 U 1 POLES: 42 � B = '51.0 AMPS = i6.1 KVA LOCATION: SEE PLANS B = 71.0 AMPS= 8.5 KVA LOCATION: SEE PLANS REMARKS: 150 AMP MLO B = 733.6 AMPS = '88.0 KVA REMARKS: 200 AMP MLO REMARKS: 800 AMP MLO LOCATION: SEE PLANS C = '32.0 AMPS= 3.8 KVA LL REMARKS: 200 AMP MLO C = '69.0 AMPS= '8.3 KVA LLJ LOAD (AMPS) I C= 715.6 AMPS = '85.9 ' KVA LOAD (AMPS) I LOAD (AMPS) ITOTAL CONNECTED LOAD = 16.2 KVA C = 100.0 AMPS= .12.0 KVA A LOAD (AMPS) ITOTAL CONNECTED LOAD = 28.9 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION SALES LIGHTING 15 B 20 12 1 1 A 2 1 12 20 2 3 SALES LIGHTING 200 15 20 12 1 3 B 4 1 12 20 B 4 SALES LIGHTING 30 200 15 20 12 1 5 C 6 1 12 20 5 C BACK OF HOUSE LIGHTS 14 30 20 12 1 7 A 8 1 12 20 3 7 BACK OF HOUSE LIGHTS 8 14 20 12 1 9 B 10 1 12 20 4 3 BACK OF HOUSE LIGHTS B 10 14 20 12 1 11 C 12 1 12 20 45 60 4 BACK OF HOUSE LIGHTS 14 C 20 12 1 13 A 14 1 12 20 20 200 BACK OF HOUSE LIGHTS 3 14 20 12 1 15 B 16 1 12 20 20 71.0 BATHS/BAKERY LIGHTS 30 3 6 20 12 1 17 C 18 1 12 20 PANEL "L"169.01 1 12 200 30 1 20 12 1 19 A 20 1 12 20 180.6 1 RTU -1 15 B 16 1 20 12 1 21 B 22 1 12 20 16 20 12 1 1 17 20 12 1 23 C 24 1 12 20 PRODUCE COOLER EVAPORA70 10 2 27 20 20 12 1 25 A 26 1 12 20 6 EXIT LIGHTS 60' ISLAND HEATER DAIRY COOLER EVAPORATOR 30 20 12 1 27 B 28 1 12 20 12 20 A 5 1 20 12 1 29 C 30 1 12 20 C 24 2 12 20 20 12 1 31 A 32 1 12 20 6 EMERGENCY LIGHTS 25 A 26 20_1 12 1 33 B 34 1 12 20 9 1 20 12 1 20 12 1 35 C 36 1 12 20 FROZEN MEATS EVAPORATOR 60' ISLAND FRAME HEATER 20 16 20 12 1 37 A 38 3 20 100 45.6 OFFICE SUB PANEL 7 FROZEN MEAT HEATER 60' ISLAND FAN 20 12 1 1 39 B --40-T 3 20 100 28.0 =OFFICE SUB PANEL 20 7 20 12 1 1 41 C 42 1 3 20 100 34.0 1OFFICE SUB PANEL 2017-11-10 LOAD CALCULATION (N.E.C. ARTICLE 220) NEW PANEL "L" 44,000 LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 17.40 1.25 21.8 HVAC 0.00 1.00 0.0 RECEPTACLES AND MISC 11.47 11.00 11.472 3PH 3PH BUS: 800AMP M.L.O. TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS 'UTILIZE 200 AMP SERVICE 33.2 360 92.28 PANEL SCHEDULE 44,000 44,000 CONNECTED KVA DEMAND FACTOR DEMAND LOAD AIC AIC EXIST. NEW NEW PANEL"L" PANEL"B" PANEL"A" 200 AMP 150 AMP LOAD BALANCE DATA NEW MDP PANEL 3PH 3PH BUS: 800AMP M.L.O. M.L.O. 39.3 360 109.17 A = '52.0 AMPS = '6.2 KVA VOLTAGE: 120/208V,34),4W No�00 A= '781.2 AMPS = '93.7 :KVA MOUNTING: SURFACE A= 114.0 AMPS= '13.7 KVA POLES: 18 U 1 POLES: 42 � B = '51.0 AMPS = i6.1 KVA LOCATION: SEE PLANS DV Wr r- o REMARKS: 150 AMP MLO B = 733.6 AMPS = '88.0 KVA LOCATION: SEE PLANS REMARKS: 800 AMP MLO LOCATION: SEE PLANS C = '32.0 AMPS= 3.8 KVA LL REMARKS: 200 AMP MLO H LLJ � C= 715.6 AMPS = '85.9 ' KVA LOAD (AMPS) I LOAD (AMPS) ITOTAL CONNECTED LOAD = 16.2 KVA C = 100.0 AMPS= .12.0 KVA A LOAD (AMPS) I WIRE POLES CIRC LEG LOAD (AMPS) ITOTAL CONNECTED LOAD = 267.6 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION RACK COMP. 289 CIRC POLES 350 400 3 1 A 2 3 30 200 114.0 20 PANEL "A" RACK COMP. 1 289 350 400 3 3 B 4 3 30 200 20 97.0 PANEL "A" RACK COMP. 12 1 289 350 400 3 5 C 6 3 30 200 36' DAIRY FANS 76' PRODUCE FANS 100.0 PANEL "A" RACK COND. 45 20 60 4 3 7 A 8 3 30 200 52.0 12 PANEL "B" RACK COND. 6 45 60 4 3 9 B 10 3 30 200 20 51.0 PANEL "B" RACK COND. 32' FROZEN DOORS FANS 56' REF. MEATS LIGHTS 45 60 4 3 11 C 12 3 30 200 1 12 32.0 PANEL "B" PANEL "L" 100.6 20 200 30 3 13 A 14 3 30 200 180.6 12 RTU -1 PANEL "U' 20 71.0 200 30 3 15 B 16 3 30 200 1 180.6 RTU -1 PANEL "L"169.01 1 12 200 30 1 3 1 17 1 C 1 18 1 3 1 30 1 200 20 12 180.6 1 RTU -1 RTU -1 200A DISCONNECT DISTANCE FROM PANEL "L" TO NEW 3" CONDUIT SUBPANEL "L1" 200 FT. DROP (4) 400 KCMIL THHW CU VOLTAGE LESS THAN 2% IF (1) #3 CU GRND DISTANCE LESS THAN 218.2 FEET RACK COMP 300A DISCONNECT NEW 1-1/4" CONDUIT (4) #4 AWG THHW CU (1) #10 CU GRND RACK COND. 60A DISCONNECT 2017-11-10 NEW 2" CONDUIT (4) 2/0 AWG THHW CU (1) #6, CU GRND INTERIOR BACK OF HOUSE ARE 2017-11-10 NEW 2-1/2" CONDUIT (4) 3/0 THHW CU (1) #6 CU GRND DISTANCE FROM MDP TO PANELS "A" AND "L" 25 FT. DROP VOLTAGE LESS THAN 2% IF DISTANCE LESS THAN 136.4 FEET DISTANCE FROM MDP TO PANEL "B" 25 FT. DROP VOLTAGE LESS THAN 2% IF DISTANCE LESS THAN 123.1 FEET 44,000 AIC 44,000 44,000 CONNECTED KVA DEMAND FACTOR DEMAND LOAD AIC AIC EXIST. NEW NEW PANEL"L" PANEL"B" PANEL"A" 200 AMP 150 AMP 200 AMP 3PH 3PH 3PH M.L.O. M.L.O. M.L.O. NOTE IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FIELD VERIFY EXISTING ELECTRICAL CONDITIONS. ANY UPGRADES FOR CODE CRITERIA COMPLIANCE, ETC. TO BE AT CONTRACTORS EXPENSE. VERIFY EXISTING CONDITION. NOTIFY ENGINEER IF ANY DISCREPANCY. COORDINATE WITH OWNER/UTILITY COMPANY IF EXISTING UTILITY TRANSFORMER WILL BE USED OR A NEW SERVICE WILL BE REQUIRED. NEW 2"CONDUIT (4) 1/0 AWG THHN CU (1) #6 CU GRND NEW 2 -1/2 -CONDUIT (4) 3/0 AWG THHN CU (1) #6 CU GRND iI ONE ONE LINE DIARAMGE-2 u>�-x,s PANEL SCHEDULE cn LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 8.88 1.25 11.1 HVAC 0.00 1.00 0.0 RECEPTACLES AND MISC 28.20 1.00 28.2 LOAD BALANCE DATA NEW PANEL: "A" _j(y) - BUS: 200 AMP 39.3 360 109.17 A = '52.0 AMPS = '6.2 KVA MOUNTING: SURFACE No�00 VOLTAGE: 120/208V,3cO,4W POLES: 42 A= 114.0 AMPS= '13.7 KVA MOUNTING: SURFACE U 1 POLES: 42 � B = '51.0 AMPS = i6.1 KVA LOCATION: SEE PLANS DV Wr r- o REMARKS: 150 AMP MLO Q Uv B = 97.0 AMPS= 11.6 KVA LOCATION: SEE PLANS C = '32.0 AMPS= 3.8 KVA LL REMARKS: 200 AMP MLO H LLJ � � LOAD (AMPS) ITOTAL CONNECTED LOAD = 16.2 KVA C = 100.0 AMPS= .12.0 KVA A LOAD (AMPS) I WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION SAW MACH. I LOAD (AMPS) TOTAL CONNECTED LOAD = 37.3 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A I B C DESCRIPTION 76PRODUCE FANS 6 4 1 20 12 1 1 A 2 1 12 20 12 C 6 36' DAIRY LIGHTS 76PRODUCE LIGHTS 20 6 SAW MACH. 20 12 1 3 B 4 1 12 20 12 8 36' DAIRY FANS 76' PRODUCE FANS 4 20 6 20 12 1 5 C 6 1 12 20 12 32' FROZEN DOORS LIGHTS 76PRODUCE LIGHTS 6 C 12 20 12 1 7 A 8 1 12 20 12 13 A 32' FROZEN DOORS FANS 56' REF. MEATS LIGHTS 12 12 20 12 1 9 B 10 1 12 2D 1 12 20 32' FROZEN DOORS FRAME HEATER 56' REF. MEATS LIGHTS 16 20 12 1 11 C 12 1 12 20 20 56' REF. MEATS FANS 13 19 A 20 12 1 13 A 14 1 12 20 10 1 21 60' ISLAND LIGHTS 60' ISLAND FAN 1 12 20 20 12 1 15 B 16 1 12 20 24 10 12 60' ISLAND FANS 60' ISLAND FRAME HEATER 40 GAL EWH 28 16 20 12 1 1 17 C 18 1 12 20 40 GAL EWH 10 60' ISLAND HEATER PRODUCE COOLER EVAPORA70 10 2 27 20 12 1 19 A 20 1 12 20 10 12 1 60' ISLAND HEATER DAIRY COOLER EVAPORATOR 30 5 12 20 12 1 21 B 22 1 12 20 A 5 1 FROZEN COOLER EVAPORATOR MEAT COOLER EVAPORATOR 10 20 12 1 23 C 24 2 12 20 20 6 RESTROOM RECEPTACLES 7 FROZEN COOLER HEATER BAKERY 9 12 1 20 12 1 25 A 26 2 12 20 7 20 12 FROZEN COOLER HEATER BAKERY A 9 1 20 12 1 27 B 28 1 12 20 39 8 40 FROZEN MEATS EVAPORATOR 60' ISLAND FRAME HEATER 20 16 20 12 1 29 C 30 1 1 12 20 12 1 20 7 FROZEN MEAT HEATER 60' ISLAND FAN 12 20 12 1 31 A 32 1 12 20 7 FROZEN MEAT HEATER 20 12 1 33 B 34 1 12 20 10 DRINKING FOUNTAIN 20 12 1 35 C 36 1 12 20 20 12 1 37 A 38 1 12 20 20 12 1 39 B 40 1 12 20 20 12 1 41 C 1 42 1 12 20 LOAD CALCULATION (N.E.C. ARTICLE 220) NEW PANEL A cn LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 8.88 1.25 11.1 HVAC 0.00 1.00 0.0 RECEPTACLES AND MISC 28.20 1.00 28.2 BUS: 150 AMP M o _j(y) - TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS `UTILIZE 200 AMP SERVICE 39.3 360 109.17 PANEL SCHEDULE cn LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 5.8 0.65 3.7 LIGHTING 0.00 1.25 0.0 HVAC 0.00 1.00 LOAD BALANCE DATA NEW PANEL: "B" 10.44 1.00 10.44 BUS: 150 AMP M o _j(y) - TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS 'UTILIZE 150 AMP SERVICE VOLTAGE: 120/208V,30,4W A = '52.0 AMPS = '6.2 KVA MOUNTING: SURFACE No�00 POLES: 42 W >" r U OWI Ow, Z m M � B = '51.0 AMPS = i6.1 KVA LOCATION: SEE PLANS DV Wr r- o REMARKS: 150 AMP MLO Q Uv F- C = '32.0 AMPS= 3.8 KVA LL LOAD (AMPS) H LLJ � � LOAD (AMPS) ITOTAL CONNECTED LOAD = 16.2 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION SAW MACH. 8 20 12 2 1 A 2 1 12 20 SAW MACH. 8 20 12 2 3 B 4 1 12 20 SAW MACH. W 8 20 12 2 5 C 6 1 12 20 SAW MACH. 8 20 12 2 7 A 8 1 12 20 RECEPTACLES 4 20 12 1 9 B 10 1 12 20 SAW MACH. 8 20 12 2 11 C 12 1 12 20 SAW MACH. 8 20 12 2 13 A 14 1 12 20 RECEPTACLES 4 20 12 1 15 B 16 1 12 20 20 12 1 17 C 18 1 1 12 20 20 12 1 1 19 A 20 1 12 20 20 12 1 21 B 22 1 12 20 20 12 1 23 C 24 1 12 20 40 GAL EWH 28 30 10 2 25 A 26 1 12 20 40 GAL EWH 28 30 10 2 27 B 28 1 1 12 20 1 CONVENIENCE RECEPTACLES 20 12 1 29 C 30 1 12 20 6 COLUMN RECEPTACLES 20 12 1 31 A 32 1 12 20 20 12 1 33 B 34 1 12 20 6 RESTROOM RECEPTACLES 20 12 1 35 C 36 1 12 20 10 DRINKING FOUNTAIN 20 12 1 37 A 38 1 12 20 20 12 1 1 39 B 40 1 12 20 20 12 1 1 1 41 C 42 1 12 1 20 VOLTAGES DROP COMPLY WITH FBC ENERGY CONSERVATION 2014 FIFTH C405.73A EXTERIOR 44,000 AIC 800 AMP 3PH 120/208V 3PH SACK COMP. PNL"A' 150 LACK 7011D FNL"B PNL"B ?OOA.-^ r 20 PNL L RTU-' 2017-11-10 800 AMP #3/0 GROUND TO TWO 5/8" X 10' Cu. GRND. RODS _ SPACED A MIIN. OF 6'-0" APART, BLDG STEEL, AND 3/4" CWB. METER O NEW CAB 3 SETS OF 4-300 MCM THHN I N 4"C BY LANDLORD LOAD CALCULATION (N.E.C. ARTICLE 220) NEW PANEL B cn LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 5.8 0.65 3.7 LIGHTING 0.00 1.25 0.0 HVAC 0.00 1.00 0.0 RECEPTACLES AND MISC 10.44 1.00 10.44 F- M o _j(y) - TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS 'UTILIZE 150 AMP SERVICE 14.2 360 39.40 REVISIONS: 2017-11-10 1 'ONI cn 0 1- U _ U W r ^^D I� 0 r F- M o _j(y) - >� No�00 W >" r U OWI Ow, Z m M � 0-i DV Wr r- o Q Uv n W U _ Q ^^D I� a _j(y) DV Q F- LL H LLJ � � LL J 0 _ LL 3Q � U o Z CD Z 0 W J 0 H w W Z H n _FLEMI ICAL 9lECIE7CA7K*8- 180715 SCOPE OF YI= PROVIDE LABOR AND MATERIALS FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. COMPONENTS NOT SHOWN, BUT REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING FOR THE MECHANICAL TRADE. COORDINATE WITH MECHANICAL CONTRACTOR ALL NECESSARY WIRING TO BE INSTALLED. DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. EXACT DEVICE LOCATIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL PLANS OR AS DIMENSIONED. IF NOT MOWN ON THE ARCHITECTURAL PLANS OR DIMENSIONED ON THE ELECTRICAL PLANS, VERIFY EXACT LOCATION WITH THE ARCHITECT PRIOR TO ROUGH -IN. ELECTRICAL CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND SITE CONDITIONS PRIOR TO HIS BID. ANY DISCREPANCIES OR CODE VIOLATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO SUBMITTING THE BID. KEEP ONE SET OF ELECTRICAL PRINTS AT THE JOB SITE AND MARK THE DESIGN DRAWINGS WITH COLORED PENCILS AS ITEMS ARE INSTALLED. MARK DRAWINGS TO SHOW ACTUAL CONDUIT RUNS MADE DURING CONSTRUCTION. THESE MARKED PRINTS AND SHOP DRAWINGS SHALL SHOW PROGRESS TO DATE AND BE AN AS -BUILT RECORD. THESE DRAWINGS SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL UTILIZATION EQUIPMENT SHOWN ON THE DRAWINGS. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD. THE CONTRACTOR SHALL PERFORM ALL ACCEPTANCE TESTS REQUIRED OR RECOMMENDED BY EQUIPMENT MANUFACTURERS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER SEVEN (7) DAYS PRIOR TO TESTING AND SHALL ALLOW OBSERVATION OF THE TESTING BY THE ENGINEER OR DESIGNATED PERSON. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE ROUGH -IN REQUIREMENTS, LOCATIONS, ORIENTATION, VOLTAGE PHASE, HP, KW, ETC. FOR ALL ELECTRICAL, HVAC AND PLUMBING EQUIPMENT PRIOR TO ROUGH -IN. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER BEFORE CALLING FOR ANY INSPECTION BY THE LOCAL JURISDICTION AND SHALL GIVE THE ENGINEER THE OPPORTUNITY TO BE PRESENT AT EACH INSPECTION. THE ELECTRICAL CONTRACTOR SHALL FOLLOW THE GUIDELINE DRAWINGS AS TO CIRCUITING, DEVIATION OF SUCH SHALL BE APPROVED BY ARCHITECT/ENGINEER PRIOR TO INSTALLATION. ANY WORK NOT IN COMPLIANCE WITH THESE DRAWINGS WILL BE CORRECTED BY THE CONTRACTOR PRIOR TO COMPLETING ANY OTHER WORK, AT THE CONTRACTOR'S OWN EXPENSE. COORDINATION THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL, PLUMBING AND GENERAL CONTRACTORS, PRIOR TO ORDERING OR INSTALLATION OF ANY EQUIPMENT, TO VERIFY MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS ARE PROVIDED IN THE ELECTRICAL DESIGN. THE CONTRACTOR WILL NOT BE COMPENSATED FOR COSTS ASSOCIATED WITH CHANGING THE ELECTRICAL SYSTEMS TO MATCH UTILIZATION EQUIPMENT, EVEN IF THE ELECTRICAL WORK IS INSTALLED PER THE ELECTRICAL DRAWINGS. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL CONTACT ELECTRICAL COMMUNICATIONS/DATA, CABLE TV, GAS, AND WATER UTILITY PROVIDERS (BLUE STAKE) AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION OF UNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING (PRIOR TO, COMMENCING WORK). DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. SUBSTITUTIONS OF MATERIALS OR PRODUCTS SHOWN HERIN SHALL BE AT THE OWNER'S, ARCHITECTS OR ENGINEER'S WRITTEN APPROVAL ONLY WITH COPIES OF APPROVAL SENT TO ARCHITECT FOR PROJECT FILE. DEVIATION FROM THESE DRAWINGS WILL NOT BE ALLOWED. RECORD DRAWINGS: PROVIDE TWO (2) SETS OF "RECORD" DRAWINGS AND TWO (2) BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, GUARANTEES, ETC., ONE FOR THE OWNER AND ONE FOR BUILDING OPERATIONS DEPARTMENT. OBTAIN A COMPLETE SET OF RECORD DRAWINGS OF EXISTING CONSTRUCTION FROM THE OWNERS FOR INFORMATION ON EXITING CONDITIONS. INCORPORATE ANY EXISTING CONDITIONS ON NEW RECORD DRAWINGS REQUIRED TO SHOW THE "INSTALLED" INSTALLATION. CODES AND PERNI7S PERFORM ELECTRICAL WORK IN ACCORDANCE WITH THE NEC, THE SPECIAL REQUIREMENTS AND AMENDMENTS OF THE GOVERNMENTAL BODY ISSUING THE ELECTRICAL PERMIT, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL FEES AND OBTAIN ALL PERMITS REQUIRED FOR THE ELECTRICAL WORK, AND CALL FOR ALL INSPECTIONS OF THE WORK. UTILITY COORDINATION THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DRAWINGS TO ELECTRICAL AND TELEPHONE COMPANY UTILITIES WITHIN ONE WEEK OF NOTICE TO PROCEED. THE CONTRACTOR SHALL NOT TRENCH OR INSTALL CONDUITS (ON THE UTILITY OR LOAD SIDE) TO THE SES, THE UTILITY TRANSFORMER (PRIMARY OR SECONDARY), OR TO THE UTILITY CONNECTION POINT BEFORE RECEIVING A FINAL DESIGN FROM THE UTILITY. THE CONTRACTOR SHALL NOT INSTALL EQUIPMENT PADS FOR THE SES OR ANY UTILITY EQUIPMENT (TRANSFORMERS, SWITCHING CABINETS, ETC) PRIOR TO RECEIPT OF FINAL PLANS FROM THE UTILITY. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ADDITIONAL WORK REQUIRED TO MEET THE REQUIREMENTS OF THE UTILITY WHICH IS THE RESULT OF PROCEEDING PRIOR TO RECEIPT OF A FINAL UTILITY DESIGN. TEMPORARY ELECTRICAL SERVICE IS TO BE FURNISHED BY ELECTRICAL SUB -CONTRACTOR. ALL TEMPORARY WIRING IS TO BE REMOVED WHEN ROOM SERVICE IS COMPLETE. ALL WORK AND MATERIALS SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE YEAR AFTER DATE OF FINAL ACCEPTANCE. REPAIRS, REPLACEMENT (EXCEPT LAMPS) AND ADJUSTMENTS SHALL BE MADE DURING THIS PERIOD AT NO COST TO THE OWNER. MATERIALS AND EQUIPMENT ALL ELECTRICAL EQUIPMENT SHALL BE U.L APPROVED AND COMMERCIAL GRADE. COPIES OF SHOP DRAWINGS AND DATA SHEETS ON ALL EQUIPMENT SHALL BE FURNISHED TO THE ARCHITECT FOR APPROVAL BEFORE EQUIPMENT IS ORDERED. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOFED. AIC RATING SHOWN AT PANEL BOARDS IS MINIMUM RATING FOR OVER CURRENT PROTECTIVE DEVICES. EACH DEVICE SHALL BE FULLY -RATED OR SERIES RATED WITH UPSTREAM DEVICE. OPERATE EACH ITEM OF EQUIPMENT AND PERFORM ADJUSTMENTS AS REQUIRED. SUBMIT PERFORMANCE VERIFICATION INFORMATION ON SPECIAL EQUIPMENT. HAVE THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE PERFORM A CHECK ON SPECIAL EQUIPMENT AND SUBMIT A MEMO STATING THAT THE EQUIPMENT IS OPERATING PROPERLY. MOUNT A TYPEWRITTEN DIRECTORY IN EACH PANEL SHOWING CIRCUIT NUMBERS, TYPE OF LOAD, AND AREA SERVED. FOR EACH EQUIPMENT ITEM NOT T PROVIDED WITH CORD AND PLUG CONNECTION, THE CONTRACTOR SHALL VERIFY THE EQUIPMENT CONTAINS AN INTEGRAL UNIT SWITCH - QU COMPLYING WITH NEC 422 25. IF THE EQUIPMENT HAS NO UNIT SWITCH, PROVIDE A LOCK -OFF DEVICE AT THE BRANCH CIRCUIT BREAKER FEEDING THE EQUIPMENT. 7S AND COMDUCTOM CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONS OF INSTALLATION. ALL WIRING SHALL BE IN CONDUIT. ABOVE GRADE CONDUIT SHALL BE RIGID OR EMT. BX/MC CABLE MAY BE USED WHERE PERMITTED BY LOCAL CODE. WHEN USED, BX AND MC CABLE MUST BE CUT USING AN APPROVED ARMORED CABLE CUTTER TO MAINTAIN A CLEAN CUT. THE USE OF HACKSAWS, PLIERS OR TWISTING AND BREAKING SHALL NOT BE PERMITTED WHEN CUTTING BX OR MC CABLE. CONDUIT EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE HEAVY WALLED GALVANIZED STEEL. ALL UNDERGROUND CONDUIT SHALL BE HEAVY WALLED GALVANIZED STEEL ASPHALTUM PAINTED, AND WRAPPED WITH ANTI -CORROSION TAPE (SLIPKNOT NO. 200 OR EQUAL) OR SCHEDULE 40 PVC WITH PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR. ALL CONDUITS THROUGH THE ROOF SHALL PENETRATE ROOF USING PROPER APPROVED ROOF FLASHING. NO CONDUITS TO BE RUN IN OR THROUGH DUCT WORK. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. ALL CONDUCTORS SMALLER THAN #6 AWG SHALL BE COPPER. ALUMINUM CONDUCTORS MAY BE USED OVER 16 AWG. CONNECTORS SUITABLE FOR USE WITH ALUMINUM CONDUCTORS SHALL BE USED WITH ALL ALUMINUM CONDUCTORS. SEALTITE OR LIQUIDTITE CANNOT EXCEED 6 FEET IN LENGTH AND MUST HAVE A COPPER GROUNDING CONDUCTOR EITHER INSIDE OR OUTSIDE THE CONDUIT. SEALTITE OR LIQUIDTITE CAN ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. INSTALL SEPARATE EQUIPMENT AND GROUNDING CONDUCTORS IN EACH RACEWAY SIZED IN ACCORDANCE WITH NEC TABLE 250-95. HOME RUNS MAY BE COMBINED IN COMMON CONDUITS AT CONTRACTOR'S DISCRETION, PROVIDED ALL N.E.C. REQUIREMENTS ARE MET. CONDUCTORS REQUIRED FOR CONTROL SHALL BE INCLUDED EVEN IF NOT EXPLICITLY SHOWN. SOME CONDUCTOR SIZES ARE BASED ON THE USE OF 75 DEGREE CENTIGRADE CONDUCTOR RATINGS. THE CONTRACTOR SHALL VERIFY, PRIOR TO INSTALLATION OF CONDUCTORS OR CONDUIT FEEDING ANY EQUIPMENT, THAT ALL ELECTRICAL EQUIPMENT IS RATED FOR USE WITH 75 DEGREE CENTIGRADE WIRING. IF ANY EQUIPMENT IS RATED FOR USE WITH LESS THAN 75 DEGREE CENTIGRADE CONDUCTORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR EVALUATION/CORRECTION. J -BOX AND EMPTY CONDUIT WITH PULL STRING SHALL BE PROVIDED AND INSTALLED WHERE CONTROL WIRING IS REQUIRED IN CONCELED SPACES. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CONDUIT FROM DATA AND PHONE RECEPTACLES TO 6" ABOVE CEILING. PROVIDE AND INSTALL 2 -CAT -5 FROM ALL DATA AND PHONE RECEPTACLES TO THE TELEPHONE TERMINAL BOARD OR ROUTER UNLESS REQUIRED DIFFERENT BY OWNER. COORDINATE TERMINATION WITH GENERAL CONTRACTOR. DISCONNECTS MQ FIECEPTACM PROVIDE DISCONNECTING MEANS FOR ALL EQUIPMENT PER N.E.C. PROVIDE EQUIPMENT SERVICE RECEPTACLES AS REQUIRED BY CODE. UNLESS OTHERWISE NOTED, ALL EQUIPMENT DISCONNECTS SHALL BE NEMA TYPE 3R, FUSIBLE, 3 POLE. FUSE PER EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL RECEPTACLES MOUNTED WITHIN 6'-0" OF SINK, ALL REST ROOMS AND EXTERIOR MOUNTED SHALL BE GFI TYPE. DEVICE BOXES SHOWN BACK-TO-BACK SHALL BE OFFSET A MINIMUM OF TWELVE (12) INCHES TO REDUCE SOUND TRANSMISSION BETWEEN ROOMS. ummc. WHERE THE PLANS INDICATE A LIGHT FIXTURE IS TO BE PROVIDED WITH SPECIAL FEATURES/SWITCHING (DIMMING, EMERGENCY, THREE-LEVEL, ETC) THE CONTRACTOR SHALL PROVIDE THESE FIXTURES WITH THE APPROPRIATE BALLASTING TO ACCOMMODATE THE SPECIAL FEATURE. THE CONTRACTOR SHALL PROVIDE THE FlXTURES AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE, WITH MODIFICATIONS AS REQUIRED BY PLAN NOTES. PROVIDE JUNCTION BOXES AS REQUIRED BY THE NEC FOR LIGHTING FIXTURES AND SPLICE LOCATIONS. WIRE RATED AT 150 DEGREES CENTIGRADE IS REQUIRED FOR ALL INCANDESCENT LIGHTING FIXTURES. FIXTURE WIRE RUNNING PAST A BALLAST MUST BE RATED AT LEAST 90 DEGREES CENTIGRADE MINIMUM. ALL EMERGENCY LIGHTING SHALL BE ON THE NORMAL LIGHTING CIRCUIT OF THE ROOM IT IS IN, AHEAD OF ANY SWITCHES. EXIT SIGNS SHALL BE ILLUMINATED IN BOTH NORMAL AND EMERGENCY MODES. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NO LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. NOTE: A FUNCTIONAL ILLUMINATION TEST OF THE EMERGENCY LIGHTING WILL BE MADE BY USING A LIGHT METER TO MEASURE FOOTCANDLES, PRIOR TO FINAL CERTIFICATE OF OCCUPANCY INSPECTION. (ADDITIONAL LIGHTING UNITS MAY BE NEEDED.) LIGHT FIXTURES IN SUSPENDED CEILINGS SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL BUILDING CODES. INSTALL (OR VERIFY THE EXISTENCE OF) A #12 GAGE HANGER WIRE WITHIN 3" OF EACH CORNER OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. FOR FIXTURES WEIGHING LESS THAN 56 POUNDS, THESE WIRES MAY BE SLACK. FOR FIXTURES WEIGHING 56 POUNDS OR MORE THESE WIRES SHALL BE TIGHTENED TO CARRY THE FULL WEIGHT OF THE FIXTURE. PENDANT -HUNG FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE WITH A #9 GAGE WIRE OR OTHER APPROVED SUPPORT METHOD WHICH DOES NOT DEPEND ON THE CEILING SUPPORT SYSTEM. LIGHT FIXTURES MOUNTED IN CEILINGS, WHICH FORM AN AIR -HANDLING SPACE (PLENUM), SHALL BE SPECIFICALLY LISTED FOR SUCH INSTALLATION. LIGHT FIXTURES MOUNTED IN FIRE -RATED CEILINGS SHALL BE SPECIFICALLY LISTED TO MAINTAIN THE FIRE RATING. MOTORS WHERE A MANUAL MOTOR STARTER IS SHOWN ON THE PLANS, THE CONTRACTOR SHALL VERIFY THE DEVICE PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT". WHERE A COMBINATION CONTROLLER IS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL VERIFY THE DEVICE PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT AND IS LISTED AS A BRANCH CIRCUIT OVERLOAD AND SHORT-CIRCUIT PROTECTIVE DEVICE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDUIT AND WIRE INTERCONNECTS BETWEEN ANY ANSUL SYSTEMS, HOODS, LIGHTING AND HVAC. FIRE ALARM SYSTEM (WHERE APPLICABLE) SYSTEM SHALL BE IN ACCORDANCE WITH STATE AND LOCAL AUTHORITIES FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A CONTRACTOR LICENSED TO PERFORM SUCH WORK, AND WHO ALSO HOLDS A CURRENT PERMIT FOR SUCH WORK. SEE PLANS FOR QUANTITIES AND LOCATION OF DEVICES. ONE SET OF APPROVED DRAWINGS MUST BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE INSPECTOR ON DEMAND. THE CONTRACTOR SHALL SCHEDULE A COURTESY PRE -INSPECTION BY THE FIRE INSPECTOR AFTER DEVICES HAVE BEEN ROUGHED -IN, PRIOR TO CLOSING IN OF WALLS AND CEILINGS. PROVIDE AT LEAST 72 HOURS ADVANCED NOTICE TO THE INSPECTOR AND THE ELECTRICAL ENGINEER. THE FIRE DEPARTMENT SHALL WITNESS THE FINAL ACCEPTANCE TEST OF THE ALARM SYSTEM. CALL TO SCHEDULE AN APPOINTMENT AT LEAST 72 HOURS IN ADVANCE. THE CONTRACTOR SHALL PROVIDE THE FIRE INSPECTOR ONE COPY OF A "FIRE ALARMS SYSTEM CERTIFICATION AND DESCRIPTION" RECORD WITH SECTION 1 AND SECTIONS 3 THROUGH 9 FULLY FILLED OUT IMMEDIATELY PRIOR TO THE START OF THE FINAL ACCEPTANCE TEST. ONE COPY OF THE COMPLETED FORM WILL THEN BE GIVEN TO THE INSPECTOR IMMEDIATELY UPON SUCCESSFUL COMPLETION OF THE TEST. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE PLAN OF THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEER FOR APPROVAL THE PLAN SHALL INDICATE THE MOUNTING HEIGHT OF EACH DEVICE, ITS AREA OF COVERAGE (AS LISTED BY THE MANUFACTURER FOR THE SPECIFIC INSTALLATION), AND ROUTING OF INTERCONNECTING CONDUITS. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE POINT-TO-POINT WIRING DIAGRAM OF THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEER FOR APPROVAL THE CONTRACTOR SHALL SIZE ALL CIRCUITS (INITIATION AND NOTIFICATION) SO THAT AN ADDITIONAL 25% IN THE NUMBER OF DEVICES COULD BE ADDED WITHOUT HAVING TO INCREASE WIRE SIZE, POWER SUPPLY, OR BATTERY SIZE. FOR CALCULATION PURPOSES, ASSUME THE ADDITIONAL DEVICES HAVE THE SAME LOAD AS THE LARGEST DEVICE ON THE CIRCUIT, AS DESIGNED. FIRE CONDUCTORS SHALL BE4AWG MINIMUM SHALL B - #1 E IN ACCORDANCE WITH ARTICLE 760 16 OF THE NEC, AND SHALL BE AS RECOMMENDED BY THE FIRE ALARM A EQUIPMENT MANUFACTURER, FIRE ALARM CONDUIT SHALL BE 3/4" MINIMUM CONDUIT AND CABLE SHALL BE RUN IN A CLASS 'A' CONFIGURATION. ALL RETURN WIRES SHALL BE PHYSICALLY SEPARATED FROM OUTGOING WIRES BY A DISTANCE OF NO LESS THAN 6'-0". ELECTRICALLY OPERATED WATERFLOW ALARM DEVICES ATTACHED TO SPRINKLER SYSTEMS TO PROVIDE REQUIRED SUPERVISION SHALL BE INTERCONNECTED TO THE FIRE ALARM SYSTEM IN ACCORDANCE WITH THE APPROPRIATE NFPA STANDARD. ALARM SYSTEM SUPERVISION OF SPRINKLER SYSTEM TROUBLE AND WATERFLOW INDICATIONS IN BUILDINGS MORE THAN ONE STORY HIGH, SHALL BE PROVIDED BY THE FIRE ALARMS SYSTEM IN ACCORDANCE WITH NFPA-13. ALL DEVICES AND MOUNTING HEIGHTS TO MEET ADA REQUIREMENTS. FOR EQUIPMENT BEING REMOVED AND REPLACED, THE CONTRACTOR SHALL DE -ENERGIZE THE EQUIPMENT AND MAKE IT SAFE PRIOR TO REMOVAL COMPLY WITH OSHA REQUIREMENTS FOR LOCKING -OUT AND TAGGING EQUIPMENT TO PREVENT INADVERTENT RE -ENERGIZING. WHERE EQUIPMENT IS BEING REMOVED, BUT NOT REPLACED, REMOVE THE CONDUCTORS FEEDING THE EQUIPMENT BACK TO THE POINT WHERE THEY RECEIVE POWER (CIRCUIT BREAKER OR BRANCH CIRCUIT TAP). REMOVE ACCESSIBLE CONDUITS. ABANDON IN-PLACE INACCESSIBLE CONDUITS. AFTER REMOVAL OF EQUIPMENT, REPAIR ANY OPENING LEFT TO MATCH SURROUNDING WALLS, CEILINGS, OR FLOORS TO THE OWNER'S SATISFACTION. COORDINATE WITH THE OTHER TRADES, PRIOR TO THE BID, AND INCLUDE IN THE BASE BID THE ELECTRICAL DISCONNECTION OF ANY EQUIPMENT BEING DEMOLISHED, EVEN IF NOT EXPLICITLY IDENTIFIED IN THE ELECTRICAL PLANS, UNLESS NOTED OTHERWISE. REMOVE ALL DEMOLISHED EQUIPMENT FROM THE PROPERTY AND DISPOSE OF IT PROPERLY (IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS). FEES ASSOCIATED WITH DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. NOT REQUIRED TO BE LARGER THAN 6 AWG CU—fir_ MAIN METER AL FRAME BUILDING AWG CU. EXTERIOR r 4 AWG CU. ,,---NOT REQUIRED TO BE LARGER THAN 4 AWG CU lkiTmim PANEL (A) rG CU. CONCRETE -ENCASED ELECTRODE PER NEC250.50 4 ... a v a Q c v .•. 'r'.'.'.•.•.'.•.•.•.'.•.•.•.'. '. .'.'.'.'.•...... r ..'.....r.r.r.r.r.r.r.•..r.•.r •rr • ...r.•.r.r.•.' • •.'.•.•.•.•.•... 'WOUND•*RING'. ........ • ••.r.•.•.r.•.'.•.•.r.•.•.r.r.r.•.•.•.•.•.•.•.•.•.•.r.'.•.r.r.•.•.•.•.•.'.r.r.•.•.r.•.•.•.•.r.'.r.r.r.r.r.•.•.•.•.•.•.•.'.'.'.'.'....... .'. ..r.•...,.. .•........... ....•.....•.•.r.........r.r...........•.........r.r...•.....r.....r.....r.r.....r...,.......•...•...r.......r.....r.r........'..•.•.......•.....r.......�•r�.�.rrrr�•�•�r••�r�r•r�rr.r.r.r.�•�•�•r.�.••�.�.�.�r�.�.�•�.�.�•�r'r•r�.'r��'•'.�r�.'r'.'•'.'.'.'•'•'.'.'• •..'r'•'.'•'.'.'•'�'�'�'�' REQUIRED TO BE NOT 2 X 3/4" X 10' GROUND ROD LESS THAN 2 AWG CU INSTALL PER N.E.C. 2008 / , \ GROUNDING ELECTRODE SYSTEM NOT TO SCALE NOT TO SCALE 'ONI cn 0� U _ W ^^D F� 0 J F— N M J — Ld ry p >O n N ` V ��00 L.L n U owl Z m LLJ M _j 0Uw� n �No Q 'U� 1O• W U _ Q ^^D F� � J M ry p n >(y) ` V L.L �xx OV Q _j H LLJ � 0 3Q � U o a Z Q o (y) Z H f - Q W H J Q 0 W F - Z 1O• EXISTING O GREASE TRAP TO REMAIN. CONTRACTOR TO O VERIFY EXISTING CONDITIONS SEPARATE TENANT SEPARATE TENANT HWC FLUM51NG EQUIPMENT 4 FIXTURE SCHEDULE M 140.1 ITEM I DESCRIPTION HS HAND SINK AMERICAN STANDARD 0124.024 COMRADE COUNTERTOP, STAINLESS STEEL SINK. IWH INSTANTANEUS r W WATER HEATER ^J FD FLOOR DRAIN ZURN, Z-540 12" MEDIUM DUTY DRAIN WITH SUR -SET BUCKET F- N M ZURN Z-1900-4 SANI-FLOR RECEPTOR, 12" x 12" x 6" WITH SEDIMENT BUCKET, FS FLOOR SINK DEEP CAST BODY AND TRAP PRIMER. PROVIDE 1/2 GRATES IN SERVING AREA. TP TRAP WATTS SERIES A200 AUTOMATIC TRAP PRIMER WITH AIR GAP VACUUM CL PRIMER BREAKING PORTS. PROVIDE LOCKING 10"x10" FRAMED S.S. ACCESS PANEL. WHA WATER HAMMER WATTS SERIES 15. ARRESTOR ��Vxx O MOP MOP SINK TO BE DECIDED BY OWNER. CO CLEAN OUT JOSAM, MODEL 58680 SERIES ROUND COATED CAST IRON WITH ACCESS FRAME F__ wWITH ANCHOR FRANGES AND HEAVYU-DUTY SCORIATED SECURED COVER. 3 -COMP 3 -COMPARTMENT EAGLE GROUP. MODEL: 414-17.5-3-18. HEAVY GAUGE TYPE 304 STAINLESS SINK SINK STEEL OR EQUAL. ry� AMERICAN STANDARD 0124.024 COMRADE WALL -HUNG, VITREOUS CHINA, HLAV HANDICAP LAVATORY. PROVIDE LEVER HANDLE TO MEET ANSI A117.1M HANDICAP �o LAVATORY SPECIFICATION, OR EQUAL. HANDICAP AMERICAN STANDARD 2216.143 CADET II 16-1/8- H ELONGATED, VITREOUS CHINA, HWC WATER CLOSET TOILET. PROVIDE 3107.011 BOWL, 4072.015 TANK, AND 5324.019 SEAT. MEETS OR 3Q EXCEEDS ASME A112.19.2 M FOR VITREOUS CHINA FIXTURES OR EQUAL. EWH ELECTRIC A.O.SMITH 40 GAL ELECTRIC WATER HEATER. 240 VOLT. 30 AMP WATER HEATER GT GREASE TRAP 1250 GAL EXISTING GREASE TRAP BY LANDLORD o INTERCEPTOR LL. REVISIONS: 'ONI cn O ~ U _ r W 0 ^J p> o F- N M Ic� — 2of N p4 O �of00 CL > oJ U OSI M UWcqP r M ��Vxx O Q 0o Q OUB W U _ :D Q p> r Ic� ry p4 CL > oJ r ��Vxx O Q J F__ H W Q ry� �o tIL_ 3Q � U Z o LL. Q z 0 F - Q W F- J Q El w W F - Z H SANITARY RISER NOT TO SCALE 2"VTR I � �- os yycor�b AAV JL 0 m m m POTABLE RAISER NOT TO SCALE /4 -CW 1/2" I 3COMP. SINK � "FiW H.SINK WH �\ 40 GALEWH ABOVE CUTTING ROOM mm- REWSIONS: 'ONI w /O 0� U /o U � LLJ POTABLE RAISER NOT TO SCALE /4 -CW 1/2" I 3COMP. SINK � "FiW H.SINK WH �\ 40 GALEWH ABOVE CUTTING ROOM mm- REWSIONS: 'ONI w 0� U _ U � LLJ A A� 1 F-- N M — 0 pq > 0 N00Ld �� cl) ryc U o0 wl 06 Q� LLJ m� ZV) °W� LL �a iO• W U _ � A A i pq �oJ ryc 06 Q� LL H L.1i � Q ry LL � U o 0 z < D l'MJ Z LL - 0 H W H J ¢ C C3 w W H Z r --r iO• PLUMBING SPECIFICATIONS - 150715 SCOPE OF WORK: PROVIDE LABOR AND MATERIALS FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. COMPONENTS NOT SHOWN, BUT REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DEVISES AS INDICATED ON THE ARCHITECTURAL/ENGINEERING PLANS OR AS DIMENSIONED. IF NOT SHOWN ON THE ARCHITECTURAL PLANS OR DIMENSIONED ON THE PLUMBING PLANS, VERIFY EXACT LOCATION WITH THE ARCHITECT PRIOR TO ROUGH -IN. PLUMBING CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND SITE CONDITIONS PRIOR TO HIS BID. ANY DISCREPANCIES OR CODE VIOLATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO SUBMITTING THE BID. PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE LOCAL CODES, AND UTILITY COMPANY REGULATIONS. PLUMBING CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS DURING PRE-BID SITE VISITS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL REQUIRED DEMOLITION IN AREAS UNDERGOING MODIFICATION, WHETHER OR NOT SUCH WORK IS INDICATED ON THE DRAWINGS. DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE ACCOMPLISHMENT OF WORK UNDER THE VARIOUS PHASES AND IN COORDINATION WITH THE WORK OF OTHER TRADES. CONTRACTOR SHALL EXAMINE ALL ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. KEEP ONE SET OF PLUMBING PRINTS AT THE JOB SITE AND MARK THE DESIGN DRAWINGS WITH COLORED PENCILS AS ITEMS ARE INSTALLED. MARK DRAWINGS TO SHOW ACTUAL CONDUIT RUNS MADE DURING CONSTRUCTION. THESE MARKED PRINTS AND SHOP DRAWINGS SHALL SHOW PROGRESS TO DATE AND BE AN AS -BUILT RECORD. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL OTHER CONTRACTORS BEFORE INSTALLATION OF HIS WORK IN CHASES, CEILING SPACES AND OTHER AREAS WHERE CONFLICTS MAY OCCUR. INSTALLATION: ALL PIPING SHOWN IS SCHEMATIC. IT IS NOT POSSIBLE TO INDICATE EVERY OFFSET, ELBOW, UNION, VALVE, TRAP, ACCESS PANEL, ETC. THAT IS REQUIRED FOR A PROPERLY WORKING SYSTEM. NO ADDITIONAL COST WILL BE ALLOWED FOR FITTINGS THAT ARE REQUIRED TO INSTALL THE PIPING SYSTEM WITHIN THE SPACE PROVIDED AND ARE REQUIRED FOR A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH ALL OF THE REQUIREMENTS OF THE CODES AND REGULATIONS. PERFORM ALL EXCAVATION REQUIRED FOR UNDERGROUND PLUMBING LINES. ALL EXCAVATION SHALL BE MADE IN A MANNER TO PROVIDE A UNIFORM BEARING FOR ALL PIPES. AFTER WORK HAS BEEN INSPECTED AND APPROVED, EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH PLACED IN LAYERS NOT OVER SIX (6) INCHES DEEP AND THOROUGHLY COMPACTED TO PREVENT SETTLEMENT. EXCAVATION BELOW THE REQUIRED GRADE SHALL BE REFILLED WITH SAND OR GRAVEL. WHERE ROCK IS ENCOUNTERED, IT SHALL BE EXCAVATED TO THREE (3) INCHES BELOW THE REQUIRED GRADE AND FILLED WITH SAND AND FINE GRAVEL. EXCESS MATERIAL FROM EXCAVATIONS SHALL BE REMOVED FROM PROPERTY UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. MATERIALS: SANITARY OR STORM DRAIN PIPE AND FITTINGS INSTALLED BELOW SLAB ON GRADE FLOOR SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. 10. SANITARY WASTE AND VENT PIPE, OR STORM DRAIN PIPE AND FITTINGS INSTALLED ABOVE GROUND SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. SANITARY DRAINAGE SYSTEM SHALL BE WATER TESTED BEFORE FINAL CONNECTION TO THE SANITARY SEWER. ALL OPENINGS SHALL BE PLUGGED EXCEPT THE HIGHEST OPENING, WHICH SHALL PRODUCE A MINIMUM OF A 10 FOOT HEAD. THE SYSTEM SHALL RETAIN THE WATER LEVEL FOR AT LEAST FIFTEEN (15) MINUTES AT WHICH TIME ALL JOINTS SHALL BE INSPECTED AND ALL OBSERVED LEAKS CORRECTED. DOMESTIC WATER PIPING: SOFT COPPER TYPE "K" ; RUN UNDER SLAB ON GRADE FLOOR USE CAST BRASS FLARED TYPE FITTINGS. HARD COPPER TYPE "L" ONLY CAN BE USED ABOVE GROUND. FITTINGS SHALL BE CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS. CPVC: SCHEDULE 80 MAXIMUM 2" DIAMETER. SOLDER SHALL BE LEAD FREE, HAVING A COMPOSITION SIMILAR TO 95.5 TIN, 4 SILVER AS MANUFACTURED BY ENGELHARD % COPPER, AND 0.5 CORPORATION OR EQUAL. OTHER COMPONENTS: PROVIDE "WATTS" NO. 8A 'VACUUM BREAKER ON ALL HOSE BIBS AND WALL HYDRANTS. VALVES IN DOMESTIC WATER PIPING, 2" AND SMALLER SHALL BE BRONZE BODY WITH FULL PORT STAINLESS STEEL BALL, AND LEVER HANDLE. STERILIZATION: THE ENTIRE WATER DISTRIBUTION SYSTEM SHALL BE STERILIZED WITH A SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL SPECIFICATION BB -C-120 OR CALCIUM HYPOCHLORITE OR CHLORINATED LIME CONFORMING TO FEDERAL SPECIFICATION, 0-C-114. INTRODUCE INTO THE SYSTEM IN AN APPROVED MANNER. ALLOW THE STERILIZING SOLUTION TO REMAIN IN THE SYSTEM FOR 24 HOURS, DURING WHICH TIME ALL VALVES AND FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES. AFTER STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN 0.2 PARTS PER MILLION UNLESS OTHERWISE DIRECTED. PRESSURE TESTING: WATER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF NOT LESS THAN 100 PSI FOR A PERIOD OF 24 HOURS WITH A PRESSURE LOSS NOT IN EXCESS OF 1 PSI. INSULATION: INSULATION FOR DOMESTIC WATER PIPING SHALL BE 3/4' THICK, PREFORMED FIBERGLASS WITH VAPOR BARRIER JACKET. AT CONTRACTOR'S OPTION HE MAY USE 3/8' THICK PRE -MOLDED FOAM PLASTIC SIMILAR TO "ARMAFLEX" INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUBSTANTIAL COMPLETION: THE CONTRACTOR SHALL FURNISH OWNER A CERTIFICATE STATING THAT ALL TESTS HAVE BEEN PERFORMED AND THAT ALL OF THE PIPING SYSTEMS ARE FREE OF DEFECTS, IN MATERIAL AND WORKMANSHIP AND ALL SYSTEMS HAVE SUCCESSFULLY PASSED THE TESTS. THIS CERTIFICATE SHALL BE SIGNED BY THIS CONTRACTOR. GUARANTIES: GUARANTEE ALL WORK FOR WHICH MATERIALS ARE FURNISHED, FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY- ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY - ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. FOR FACTORY -ASSEMBLED EQUIPMENT AND DEVICES ON WHICH THE MANUFACTURERS FURNISH STANDARD PUBLISHED GUARANTEES AS REGULAR TRADE PRACTICE, OBTAIN SUCH GUARANTEES AND REPLACE ANY SUCH EQUIPMENT WHICH PROVES DEFECTIVE DURING THE LIFE OF THESE GUARANTEES. OVAL FUNNEL FOR FS -2 FLOOR SINK GRATE- 1/299 RATE1/2" QUARRY TILE --x I SEE STRUCT. DWGS. FOR SLAB THK. DISTANCE IS EQUAL TO 1-1/2 TIMES THE DIAMETER OF PIPE BEING DRAINED COMPACTED SAND SANITARY LINE INDIRECT DRAIN CONNECTION DETAIL NOT TO SCALE CONCRETE O DRAINS DISH FLOOR AT �0 " FINISHED FL00 S" FLOORAll SLAB !. Q •All 'e !. ,a .'i 1. Q •'A v .. ' ' i.. ° a CORE DRILL OPENING FOR DRAIN BODY FLOOR DRAIN (FD) OR HUB DRAIN (HD): DIA. USE FD BODY FOR D OR HD (AS REQUIRED TO OBTAIN CLAMPING DEVICE FOR FLASHING.) INVERT SEE DRAWINGS FOR SIZE AND LOCATION. _ v "P" TRAP (SAME SIZE AS FD OR HD) O FOR SANITARY WASTES ONLY. O FLASHING (FOR AREAS ABOVE GRADE): MINIMUM 4 LB., ONE PIECE, LEAD FLASHING, 36" SQUARE, OR MINIMUM 40 MIL, ONE PIECE, CHLORINATED POLYETHYLENE (CPE) FLASHING, PER ASTM D4068, 36" SQUARE. ACCEPTABLE MANUFACTURERS: CHLORALOY 240, AS MANUFACTURED BY THE NOBLE COMPANY. O FLASHING TO BE CLAMPED INTO DRAIN COLLAR. ® OMIT STRAINER TOP FOR HUB DRAIN (HD). 50 WHEN HD IS ON FINISHED GRADE, OMIT FLASHING AND FD BODY. SET PIPE OHUB FLUSH WITH FINISHED FLOOR. 6 SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR DRAIN DIAGRAM NOT TO SCALE FL UM51NG LEGEND SYMi30L DESCRIPTION SAN— SANITARY DRAIN PIPING U SANITARY VENT PIPING POTABLE COLD WATER PIPING — - - POTABLE HOT WATER PIPING —0 FLOOR DRAIN —FCO FLOOR CLEAN OUT SLOPE oPa 1/2" J I TYPICAL FLOOR SINK DETAIL NOT TO SCALE BRASS COVER SECURED WITH SCREWS THREADED BRASS C.O. PLUG ADJUSTABLE COLLAR FINISH FLOOR TYPICAL CLEAN-OUT DETAIL NOT TO SCALE 3/4" HOT WATER 3/4" Ct PRESSUR RELIEF V, MIN 6" A TANK 1 /2" TO EXTERIOR I/L IU LAILMIUK ri nno I' WATER HEATER DETAIL J VALVE IALKINS MODEL WXT-1 HERMAL EXPANSION TANK .0 GALLONS IN ,CCORDANCE WITH THE 1997 SPC 613.2. EE PLAN FOR APACITY •HERMOPLASTIC PAN TRAP PRIMER PITTING FINISHED FLOOR — FLOOR DRAIN z CHROME PLATED SUPPLY, McGUIRE OR EQUAL. FIXTURE STOP 1/2' TRAP PRIMER LINE WITH SLOPE TO FLOOR DRAIN. rolMIN. J- 6' DEEP SEAL TRAP TRAP PRIMER DIAGRAM NOT TO SCALE iO• Ld U _ � A t� a _j CO ry p �- (U (y) aV QLjj J LL ry Q Q� LL J � _ LL_ 3Q � U o Z 0 o Q CO z I---1 F_ Q W J Q a LJ H z iO• U Z F_ C) w _ U D, Q O n a N J U T Q 0 U SITE LOCATION 300 LJ. LAKE MARY BLVD. �AAltn�r•� >CI a7��a A ARCH N.T.S. ITECTURAL 51TE PLAN ACCESSIBLE ROUTE TO BUILDING MEETS F5C; 11-4.13 SCOPE OF: WoR<: INTERIOR ALTERATION FOR NEW FANCY FRUIT 4 PRODUCE STORE LEGAL DESCRIPTION LOT 1 BOULEVARD PLAZA SUBDIVISION REPLAT PB 81 PGS 62-65 PARCEL ID il-20-30-523-0000-0010 NOTE: THIS STRUCTURE WAS 8EEN DESIGNED TO MEET OR EXCEED THE WIND REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 5tH EDITION. CONSTRUCTION- TYPE III -B BASIC WIND SPEED = 140 MPH, RISK CATEGORY II WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE= CATEGORY (B) INTERNAL PRESSURE COEFFICIENT- 1.0 COMPONENTS 4 CLADDING= (+25.9/ -- 34.1 pef) �A • ".f a !_. i i e ? �''. [ i Q c, s wl3 LOCATION MAP INDEX OF DRAWINGS ARCHITECTURAL CS -1 ARCHITECTURAL SITE, NOTES AND DETAILS. A-1 EXISTING FLOOR PLAN, NOTES 4 DETAILS A-2 EXISTING FLOOR PLAN, NOTES 4 DETAILS A-3 PROPOSED FLOOR PLAN, NOTES 4 DETAILS A-4 PROPOSED FLOOR PLAN, NOTES 4 DETAILS A-5 NOTES 4 DETAILS A-6 REFLECTED CEILING, NOTES 4 DETAILS A-1 REFLECTED CEILING, NOTES 4 DETAILS LS -1 LIFE SAFETY PLAN, NOTES 4 DETAILS LS -2 LIFE SAFETY PLAN, NOTES 4 DETAILS MECHANICAL M-1 PARTIAL MECHANICAL PLAN, NOTES 4 DETAILS M-2 PARTIAL MECHANICAL PLAN, NOTES 4 DETAILS M-3 MECHANICAL NOTES 4 DETAILS M-4 MECHANICAL NOTES 4 DETAILS ELECTRICAL E-1 PARTIAL ELECTRICAL POWER PLAN E-2 PARTIAL ELECTRICAL POUTER PLAN E-3 PARTIAL ELECTRICAL LIGHTING PLAN E-4 PARTIAL ELECTRICAL LIGHTING PLAN E-5 ONE LINE DIAGRAM 4 PANEL SCHEDULES E-6 ELECTRICAL NOTES 4 DETAILS PLUMBING P-1 PARTIAL PLUMBING SANITARY PLAN P-2 PARTIAL PLUMBING SANITARY PLAN P-3 SANITARY 4 POTABLE RISERS P-4 PLUMBING NOTES 4 DETAILS NC*' f= RU IT 4 ifisOrDuc;S 3m8 W. LAKE MARY 5LVC). 5ANFORD, FL 32113 NORTH BUILDING DATA/CODE COMPLIANCE • THE PROPOSED TENANT AREA SHALL ENCOMPASS APPROXIMATELY 15,414 S.F. ON A SINGLE STORY AS A MERCANTILE OCCUPANCY. • BUILDING CODE: 2014 F.B.C. 5th EDITION • FLORIDA PLUMBING/FUEL GAS CODEC 2014 EDITION. • FLORIDA MECHANICAL CODES 2014 EDITION. • 2011 NATIONAL ELECTRICAL CODE. • NFPA 1 AND NEPA 101, 2012 EDITION. • 2001 FLORIDA FUEL CODE W/2009 SUPPLEMENT. • FLORIDA FIRE PREVENTION$ CODE, STH EDITION. • LIFE SAFETY CODE: 2009 EDITION. • NFPA 12 - NFPA 13 - NFPA 10, 2010 EDITION • INSTALLATION OF PORTABLE FIRE EXTINGUISHERS, NFPA 10, 2010 EDITION. • SPRINKLERS - SPRINKLED. • BUILDING TYPE: III B • FIRE ALARM: EXISTING FIRE ALARM. • NUMBER OF STORIES: ONE • THE EXISTING ONE (1) STORY STRUCTURE IS PROTECTED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. THE G.C. SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE DEPARTMENT. • LEVEL OF ALTERATION: LEVEL 3 SAFFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS REV. 1/24/17 AUTHORIT'( TO VIOLATE, CANCEL, ALTER OR SE( ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUiRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE PERMIT # 3 OFFICE 'ONI cn 0F_ r. ig:i j ? 43I H n — Ar Fly Chu i . r, ` ■ ^ U 061 0 1- FE) � Q �U� "^ 3 { 300';l esA Laky Mary Boulevard "ter f s _ t,. —* o t ,t t r (, 27 hol } i.4 u{ SkS :rklq LOCATION MAP INDEX OF DRAWINGS ARCHITECTURAL CS -1 ARCHITECTURAL SITE, NOTES AND DETAILS. A-1 EXISTING FLOOR PLAN, NOTES 4 DETAILS A-2 EXISTING FLOOR PLAN, NOTES 4 DETAILS A-3 PROPOSED FLOOR PLAN, NOTES 4 DETAILS A-4 PROPOSED FLOOR PLAN, NOTES 4 DETAILS A-5 NOTES 4 DETAILS A-6 REFLECTED CEILING, NOTES 4 DETAILS A-1 REFLECTED CEILING, NOTES 4 DETAILS LS -1 LIFE SAFETY PLAN, NOTES 4 DETAILS LS -2 LIFE SAFETY PLAN, NOTES 4 DETAILS MECHANICAL M-1 PARTIAL MECHANICAL PLAN, NOTES 4 DETAILS M-2 PARTIAL MECHANICAL PLAN, NOTES 4 DETAILS M-3 MECHANICAL NOTES 4 DETAILS M-4 MECHANICAL NOTES 4 DETAILS ELECTRICAL E-1 PARTIAL ELECTRICAL POWER PLAN E-2 PARTIAL ELECTRICAL POUTER PLAN E-3 PARTIAL ELECTRICAL LIGHTING PLAN E-4 PARTIAL ELECTRICAL LIGHTING PLAN E-5 ONE LINE DIAGRAM 4 PANEL SCHEDULES E-6 ELECTRICAL NOTES 4 DETAILS PLUMBING P-1 PARTIAL PLUMBING SANITARY PLAN P-2 PARTIAL PLUMBING SANITARY PLAN P-3 SANITARY 4 POTABLE RISERS P-4 PLUMBING NOTES 4 DETAILS NC*' f= RU IT 4 ifisOrDuc;S 3m8 W. LAKE MARY 5LVC). 5ANFORD, FL 32113 NORTH BUILDING DATA/CODE COMPLIANCE • THE PROPOSED TENANT AREA SHALL ENCOMPASS APPROXIMATELY 15,414 S.F. ON A SINGLE STORY AS A MERCANTILE OCCUPANCY. • BUILDING CODE: 2014 F.B.C. 5th EDITION • FLORIDA PLUMBING/FUEL GAS CODEC 2014 EDITION. • FLORIDA MECHANICAL CODES 2014 EDITION. • 2011 NATIONAL ELECTRICAL CODE. • NFPA 1 AND NEPA 101, 2012 EDITION. • 2001 FLORIDA FUEL CODE W/2009 SUPPLEMENT. • FLORIDA FIRE PREVENTION$ CODE, STH EDITION. • LIFE SAFETY CODE: 2009 EDITION. • NFPA 12 - NFPA 13 - NFPA 10, 2010 EDITION • INSTALLATION OF PORTABLE FIRE EXTINGUISHERS, NFPA 10, 2010 EDITION. • SPRINKLERS - SPRINKLED. • BUILDING TYPE: III B • FIRE ALARM: EXISTING FIRE ALARM. • NUMBER OF STORIES: ONE • THE EXISTING ONE (1) STORY STRUCTURE IS PROTECTED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. THE G.C. SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE DEPARTMENT. • LEVEL OF ALTERATION: LEVEL 3 SAFFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS REV. 1/24/17 AUTHORIT'( TO VIOLATE, CANCEL, ALTER OR SE( ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUiRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE PERMIT # 3 OFFICE 'ONI cn 0F_ U Li.l H n — N Nti;-o ■ ^ U 061 0 cN r7 0-0 � Q �U� REV. 1/24/17 �• 510n OPS•1:o /\ 0 REV. 1/24/17 U Z F_ U W F- U of Q O Q N J U .21T a 0 U EXIST. 4" SAN 11 TO REMAIN z » w EXIST. 4 GREAS TO REMAIN q w w V 0 � I I � I C� X w i--- I--—� SEPARATE TENANT * PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101.1 10.13 ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN BE OPENED FROM THE INTERIOR AT AL TIMES, WITH OUT KEY, TYP. FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' A.F.F. TERMITE PROTECTION. PROVIDE TERMITE PROTECTION AT ALL PLUM5ING TRENCHING AND ALL PLACES OF SLA5 5RACKAGE DURING CONSTRUCTION, BEARING PARTITIONS: EXISTING BEARING PARTITIONS TO MAINTAIN EXISTING INTEGRITY, NO CHANGES. LEGEND - - - - DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO BE REMOVED,. VERIFY CONDI11ON IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2" MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED DENOTES NEW COOLER OR FREEZER PARTITION: DOOR AND HARDWARE DESIGNATION SYMBOL: WE�DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A-5. OPENINIG IN EXISTING CONC. BLK. WALL PROVISIONS FOR NEW OPENING IN EXISTING CONCRETE BLOCK WALL 'ONI cn I n 0� PC U W N OD 5� U T I LLL M M � 0.0 CJ O � n �o Q 0Uv ELEVATION SECTION 1. CONTRACTOR TO BE RESPONSIBLE FOR SECURING & SHORING OF EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION. 2. SAW CUT POCKET FOR NEW PRE -FABRICATED CONCRETE LINTEL, & SAW CUT EXISTING MASONARY FROM INSIDE OF THE BUILDING. 3. SET NEW PRE -FAB. CONCRETE LINTEL USING HIGH STRENGHT MORTAR. 4. REPAIR EXTERIOR/INTERIOR FINISHES; MAINTAIN REQUIRED FIRE RATING, (IF ANY). 5. FILL EXISTING CONCRETE BLOCKS AT EACH JAMB W/GROUT; PROVIDE CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF BLOCK CELLS. 6. THE CONCRETE LINTEL AND STEEL ANGLE SHALL BEAR A MIN. OF 8" ON EACH SIDE OF NEW OPENING. EE Section/Detail A_ 1 N.T.S. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEAN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREf4T�R THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1 4 MAX. 1 4-1 2 2 .................. ............ 1� ............... .................. ........ ........... ... I ......... ..................... ......... ..... ....... .................... FIG. 26 FIG. 29 REVISIONS: per comments 1/24/1 REV. 1/24/17 I n REV. 1/24/17 U Z vi U W H 2 U of Q O 0 x Q N J U s T a O U PERMITS/FEES/INSPECTIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED * PROVIDE FIRE EXTINGUISHERS) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101.1 10.13 ALL EXIT DOORS SHALL HAVE THE TYF. OF LOCK THAT CAN SE OPENED FROM THE INTERIOR AT ALI. TIMES, UJITH OUT KEY, T`I'P. bUALL: 1/4- = 1"-0" DEMO FLAN NORTH FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED SY LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' A.F.F. TERMITE PROTECTION. PROVIDE TERMITE PROTECTION AT ALL PLUMBING TRENCHING AND ALL PLACES OF SLAB 5R4CKAGE DURING CONSTRUCTION. BEARING PARTITIONS: EXISTING BING PARTITIONS TO MAINTAIN EXISTING INTEGRITY, NO CHANGES. I I I I 1 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 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 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 I I I -------------------r-------------- 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 I I I 1 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 I I I I I I I I I I I I I I I I I I I I I I I I log 1 i i i i I I I I I I I I I I I I I I I I I I LEGEND — — — — DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PART111ON TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2" MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED �r DENOTES NEW COOLER OR FREEZER PARTITION: DOOR AND HARDWARE DESIGNATION SYMBOL: 13 DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A-5. OPENINIG IN EXISTING CONC. BLK. WALL PROVISIONS FOR NEW OPENING IN EXISTING CONCRETE BLOCK WALL ELEVATION SECTION 1. CONTRACTOR TO BE RESPONSIBLE FOR SECURING & SHORING OF EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION. 2. SAW CUT POCKET FOR NEW PRE -FABRICATED CONCRETE LINTEL, & SAW CUT EXISTING MASONARY FROM INSIDE OF THE BUILDING. 3. SET NEW PRE -FAB. CONCRETE LINTEL USING HIGH STRENGHT MORTAR. 4. REPAIR EXTERIOR/INTERIOR FINISHES; MAINTAIN REQUIRED FIRE RATING, (IF ANY). 5. FILL EXISTING CONCRETE BLOCKS AT EACH JAMB W/GROUT; PROVIDE CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF BLOCK CELLS. 6. THE CONCRETE LINTEL AND STEEL ANGLE SHALL BEAR A MIN. OF 8" ON EACH SIDE OF NEW OPENING. EE Sect-ion/Detail A_ 1 N.T.S. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEAN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GRE54'�ER THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1 4 MAX. 1 4-1 2 2 �......... 1 FICA. 28 FICA. 29 REVISIONS: per comments 1/24/1 REV. 1/24/17 EXIST. 4" SAID TO REMAIN Z W EXIST. 4" GREA F _d) TO REMAIN W w� L J SEPARATE TENANT * PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101.1 10.13 BASEBOARDS TO PROTECT THE EDGES. ALL GROUT TO BE SEALED. TOP OF BASE TO WALL MUST BE CAULKED. ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN BE OPENED FROM THE INTERIOR AT ALI TIMES, WITH OUT KEY, TYP. FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' A.F.F. TERMITE PROTECTION. PROVIDE TERMITE PROTECTION AT ALL PLUMBING TRENCHING AND ALL PLACES OF SLAB BRACKAGE DURING CONSTRUCTION. BEARING PARTITIONS: EXISTING BEARING PARTITIONS TO MAINTAIN EXISTING INTEGRITY, NO CHANGES. FINISH SCHEDULE COORDINATE W/ OWNER ALL FINISHES, PUBLIC STORE FLOORING CERAMIC TILE PUBLIC STORE CEILING ACOUST I CAL CEILING PUBLIC STORE WALLS: PAINTED GYP. BD. OR BLOCK RESTROOMS FLOORING CERAMIC TILE RESTROOMS CEILING ACOUSTICAL CEILING RESTROOM WALLS: PAINTED GYP. BD. ABOVE, FRP BELOW RESTROOMS TO HAVE MOISTURE RESISTANT FINISH AT FIXTURE WALLS. WORK AREA FLOORING SEALED GONG. FLOOR** WORK AREA CEILING WASHABLE ACOUSTICAL CEILING WORK AREA WALLS: FRP COOLER FLOORING QUARRY TILE*** LEGEND — — — — DENOTES EXISTING OR "BASE—BUILDING" PARTITION TO BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE—BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON—FIRE RATED DRYWALL PARTITION: A— 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2- MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED DENOTES NEW COOLER OR FREEZER PARTITION: DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A-5. OPENINIG IN EXISTING CONC. BLK. WALL PROVISIONS FOR NEW OPENING IN EXISTING CONCRETE BLOCK WALL ELEVATION SECTION 1. CONTRACTOR TO BE RESPONSIBLE FOR SECURING & SHORING OF EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION. 2. SAW CUT POCKET FOR NEW PRE—FABRICATED CONCRETE LINTEL, & SAW CUT EXISTING MASONARY FROM INSIDE OF THE BUILDING. 3. SET NEW PRE—FAB. CONCRETE LINTEL USING HIGH STRENGHT MORTAR. 4. REPAIR EXTERIOR/INTERIOR FINISHES; MAINTAIN REQUIRED FIRE RATING, (IF ANY). 5. FILL EXISTING CONCRETE BLOCKS AT EACH JAMB W/GROUT; PROVIDE CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF BLOCK CELLS. 6. THE CONCRETE LINTEL AND STEEL ANGLE SHALL BEAR A MIN. OF 8" ON EACH SIDE OF NEW OPENING. EA - Section Detail 1 N.T.S. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEAN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GRER THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 1/4-1/2 MM FIG. 28 2 ' .. FIG. 29 REVISION REVISIONS• per comments 1/24/1' per comments 4/5/18 'ONI w 0� U W H n O — N r � m U o�l C mM t F U �.� w _a , O REV. 1/24/17 (3 Z F_ C) w F_ _ 0 Q 0 0 Q N J U L a 0 U SEPARATE TENANT I I -------------------L-------- I cn I I I I I I I I I o� I I I I U I I I I I I I /EXIT PERMITS/FEES/INSPECTIONS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED * PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. PROVIDE TACTILE EXIT SIGNAGE PER NFPA 101.1 10.13 � JI.HLt: 14 = 1 -U A -4j **NOTE: SEALED CONC. FLOOR W/ ACRYLIC ELASTOMERIC SEALANT FOR SLAB ON GRADE WATERPROOFING PRIOR TO THE PLACEMENT OF ANY FLOORING. ELASTOMERIC SHALL SHALL EXTEND UP THE WALL 6 IN. OR MORE. ***NOTE: QUARRY TILE ON TOP OF SEALED CONC. W/ PRE -FORMED BASEBOARDS TO PROTECT THE EDGES. ALL GROUT TO BE SEALED. TOP OF BASE TO WALL MUST BE CAULKED. ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN BE OPENED FROM THE INTERIOR AT ALI. TIMES, WITH OUT KEY, TYP. FIRE EXTINGUISHERS TO BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' AFF. NORTH COUNTER TC 3 5/0" METAL. STUD Q 24" O.C. UJ/ 50TTOM AND TOP PL. ATE 4 DRYWALL. ON EA, 51DE TERMITE PROTECTION. PROVIDE TERMITE PROTECTION AT ALL PLUMBING TRENCHING AND ALL PLACES OF SLAB BRACKAGE DURING CONSTRUCTION. BEARING PARTITIONS: EXISTING BE RING PARTITIONS TO MAINTAIN EXISTING INTE RITY, NO CHANGES. ELECTRICAL SUB - PANEL 100 ,4MF i1 GUST. SERV. COUNTER FINISH SCHEDULE COORDINATE W/ OWNER ALL FINISHES, PUBLIC STORE FLOORING CERAMIC TILE PUBLIC STORE CEILING ACOUSTICAL CEILING PUBLIC STORE WALLS: PAINTED GYP. BD. OR BLOCK RESTROOMS FLOORING CERAMIC TILE RESTROOMS CEILING ACOUSTICAL CEILING RESTROOM WALLS: PAINTED GYP. BD. ABOVE, FRP BELOW RESTROOMS TO HAVE MOISTURE RESISTANT FINISH AT FIXTURE WALLS. WORK AREA FLOORING SEALED CONC. FLOOR** WORK AREA CEILING WASHABLE ACOUSTICAL CEILING WORK AREA WALLS: FRP COOLER FLOORING QUARRY TILE*•* LEGEND DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2" MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED DENOTES NEW COOLER OR FREEZER PARTITION: DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A-5. OPENINIG IN EXISTING CONC. BLK. WALL PROVISIONS FOR NEW OPENING IN EXISTING CONCRETE BLOCK WALL ELEVATION SECTION 1. CONTRACTOR TO BE RESPONSIBLE FOR SECURING & SHORING OF EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION. 2. SAW CUT POCKET FOR NEW PRE -FABRICATED CONCRETE LINTEL, & SAW CUT EXISTING MASONARY FROM INSIDE OF THE BUILDING. 3. SET NEW PRE -FAB. CONCRETE LINTEL USING HIGH STRENGHT MORTAR. 4. REPAIR EXTERIOR/INTERIOR FINISHES; MAINTAIN REQUIRED FIRE RATING, (IF ANY). 5. FILL EXISTING CONCRETE BLOCKS AT EACH JAMB W/GROUT; PROVIDE CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF BLOCK CELLS. 6. THE CONCRETE LINTEL AND STEEL ANGLE SHALL BEAR A MIN. OF 8" ON EACH SIDE OF NEW OPENING. EE Section/Detail A_ J N.T.S. CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BEAN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GRE)4'TER THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1 4 MAX.1 4-1 2 ......2 ............. ........... . .................. ...................... ............... ....................... ................. ..................... ................... 1 . ............ ............ .................. FIG. 28 FIG. 29 REVISIONS. per comments 1/24/1 'ONI cn o� U w t O rN M � I� � mr- C g (0) o0-- o 0 0 Q Uv 11w 7 REV. 1/24/17 U z vi U W F- U Q 0 0 Q N J U T Q_ 0 U WALL SECTION "ZIP -STRIP" (L -BEAD) TAPE & SPACKLE SMOOTHLY SCREW ATTACH CONTINUOUS METAL STUD RUNNER TO CLG. SPLINES AT 4'0" O.C. MAX. � detail at termination FINISHED CEILING HT. AS NOTED REFER TO DETAIL SHOWN ABOVE FOR TERMINATION METAL STUDS AT 24" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED, FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE. NOTE METAL STUD SIZE: 3.5/8" GYPSUM BOARD THICKNESS: 1/2" TYPICAL THIS WALL TYPE, UNLESS OTHERWISE NOTED. WOUS METAL STUD RUNNER, ANCHOR TO WITH POWDER DRIVEN FASTENERS AT 24" O.C. EA - Wall Section3 1.1/2" = 1'-0" 1"10 S: ITION NOT DEMOLITION E WOOD DOOR AND FRAME. * IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FLOOR, BUILDING THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL THE FLOOR TO RECEIVE 4'-0" X 6'-0" NEW FLOOR FINISHES. PATCH SMOOTHLY. INSULATED * THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT PROPERTY OF FRAME. THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO: WINDOWS, FLOOR BUILDING AND CEILING TILE, TOILETS, DOORS, FRAMES, ELECTRICAL EQUIPMENT AND 2'-6" X 6'-0" HVAC EQUIPMENT. PARTITION * THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY FRAME. LIGHTS THROUGHOUT THE AREA OF WORK AS REQUIRED. BUILDING * THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS 8'-0" X 12'-0" AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS METAL ROLL UP DOOR INDICATED ON DESIGNER'S DRAWINGS. * COORDINATE WITH OTHER DRAWINGS FOR INFORMATION CONCERNING WORK TO EXISTING SUSPENDED CEILING SYSTEM, ELECTRICAL AND TELEPHONE OUTLETS. * SINCE IT IS IMPOSSIBLE TO INDICATE ON DRAWINGS ALL THE EXISTING WORK THAT IS TO BE REMOVED BY DOTTED LINES AND NOTES, THE CONTRACTOR IS ADVISED TO BECOME ACQUAINTED WITH THE ACTUAL CONDITIONS AT LOCATIONS WHERE ALTERATIONS OCCUR AT THE EXISTING BUILDING. THE DRAWINGS AND NOTES COVER WORK THAT 3 IS REQUIRED, IT IS THEREFORE ASSUMED THAT WHEN NEW WORK IS INDICATED, THAT ALL SUCH EXISTING WORK SHALL BE REMOVED, UNLESS NOTED AS EXISTING TO REMAIN. VERIFY ALL Vk SUCH CONDITIONS AT JOB SITE. * THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER ON ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION OF THE WORK INDICATED BY THE DRAWINGS. * THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL GOVERNING CODES AND REGULATIONS. * ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURN TO THE BUILDING MANAGEMENT. COORDINATE IN FIELD. * THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION (NOT BEING REUSED) INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ALL OTHER ELECTRICAL/ TELEPHONE EQUIPMENT NOT BEING REUSED. * THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISHED SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/ TELEPHONE ITEMS AND ALL OTHER PROJECTED ITEMS WHICH ARE BEING ABANDONED. * UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARE LEFT "BROOM CLEAN". UL DESIGN No. U465 NONBEARING WALL ASSEMBLY - 1HR. FIRE RATING PERMITS/FEES/INSPECTIONS: 1. FLOOR & CEILING RUNNER -(NOT SHOWN) -CHANNEL SHAPED RUNNERS, 3-5/8" WIDE (MIN.) 1 1/4" LEGS, FORMED FROM MIN. NO.25 MSG (MIN. NO. 20 MSG WHEN ITEM 4C IS USED) GALV. STEEL, ATTACHED TO FLOOR AND CEILING W/ FASTERNERS SPACED 24" O.C. MAX. 2. STEEL STUDS -CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4" LEGS, 3/8" FOLDED BACK RETURNS, FORMED FROM MIN. NO. 25 MSG WHEN ITEM 4C IS USED) GALV. STEEL SPACED 24" O.C.MAX. 3. BATTS AND BLANKETS* -(OPTIONAL) -MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BXJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM* -5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS W/ 1" LONG, TYPE S STEEL SCREWS SPACED 12 IN. O.C. AMERICAN GYPSUM CO - TYPE AG -C. CANADIAN GYPSUM COMPANY - TYPES AR,C,IP-X2, SCX,SHX,WRC OR WRX. CELO X CORP - TYPE 1 CO TAL GYPSUM COMPANY - TYPES CG-C, -5-5,CG6-6,CG9-9,CGTC-C. G GYPSUM CORP, SUB OF GEORGIA -PACIFIC V CORP - TYPES 5,9,C,CPFS6. JAMES HARDIE GYPSUM INC. - TYPE BG -C. G� LAFARGE GYPSUM, DIV OF LAFARGE CORP - TYPES QV LGFC2,LGFC2A,LGFC6,LGFC6A,LCFC-C. ` NATIONAL GYPSUM CO. - TYPES FSK -G, FSW-G. NATIONAL GYPSUM CO. - TYPES FR OR WR. O PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC. - TYPE PG -C. REPUBLIC GYPSUM CO. - TYPE RG -C. STANDARD GYPSUM LLC - TYPE SG -C. TEMPLE -ISLAND AND FOREST PRODUCTS CORP. - TYPE TG -C. UNITED STATES GYPSUM CO. - TYPE AR,C,FRX-G, IP-X2,SCX,SHX,WRC OR WRX. YESO PANAMERICANO S A DE C V - TYPE AR,C,IP-X2, SCX,SHX,WRC OR WRX. WESTROC INC. - TYPE WESTROC FIREBOARD. 4A.WALLBOARD, GYPSUM*- (AS AN ALTERNATE TO ITEM 4) - NOM 3/4' THICK 4 FEET WIDE, INSTALLED AS DESCRIBED IN ITEM 4 W/ SCREW LENGHT INCREASED TO 1-1/4 INCH. CANADIAN GYPSUM COMPANY - TYPE AR. UNITED STATES GYPSUM CO. - TYPE AR. YESO PANAMERICANO S A DE C V - TYPE AR. 4C. WALLBOARD, GYPSUM*- (AS AN ALTERNATE TO ITEM 4,4A, AND 4B) 5/8' THICK GYPSUM PANELS, INSTALLED AS DESCRIBED IN ITEM 4 W/ TYPE S-12 STEEL SCREWS. THE LENGHT AND SPACING OF SCREWS AS SPECIFIED UNDER ITEM 4. CANADIAN GYPSUM COMPANY - TYPE FRX. UNITED STATES GYPSUM CO. - TYPE FRX. 5. JOINT TAPE AND COMPOUND -VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. *BEARING THE UL CLASSIFICATION MARKING THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE WORK. * PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2-A. 10-B.0 FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. WALL SECTION ;ONTIN000S CEILING CHANNEL AS SPECIFIED, ZEFER TO UL DESIGN NOTED. NSULLATION FULL HT. OF WALL PER UL DESIGN. )MIT IF NOT REQUIRED. FINISHED CEILING TYPE & HT. AS SPECT D CONTINUOUS WALL ANGLE (EDGE CUT OF CEILING 11LE SHALL BE AS SPECIFIED, REFER TO REFLECTED CEILING PLAN). 3 5/8" METAL STUDS ® 24" O.C. W/ONE (1) LAYER GYPSUM WALL BOARD (AS SPECIFIED BY UL DESIGN) EACH SIDE, FROM FLOOR SLAB TO DECK ABOVE. E: (1) HOUR WALL ASSEMBLY SHALL CONFORM TO -SIGN NO. 0465 :ONTIN000S FLOOR CHANNEL PER UL DESIGN. E� Wall Section A-3 N.T.S. PROVISIONS FOR BARRIER FREE DOOR(S) FINISH MATERIAL NOTES CI'-I,4NCES IN LEVEL * ALL MATERIALS SHALL COMPLY WITH AT LEAST THE MINIMUM REQUIREMENTS CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT x STATED BELOW. ALL SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING EDGE TREATMENT. CHANGES IN LEVEL BE� N 1/4 INCH AND 1/2 INCH PULL SIDE - PUSH SIDE WITH THE STANDARDS NOTED BELOW. SHALL BE BEVELED WITH A SLOPE NO GRE14>ER THAN 1:2 (SEE FIGURES T 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE I 18 min. _ * ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS E I 24 preferred E I I I BASE, SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE 00 COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD 26-75 AND FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA SMOKE DEVELOPED 0-450. EXCEPT AS NOTED BELOW. BUILDING CODE 2001 ED. 1/4 MAX. 1 4-1 2 NOTE: x = 12 I IF THE DOOR N * ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A HAS BOTH A CLO RAN A LATCH. SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD 2 (A) FRONT APPROACHES CLASSIFICATION EXCEED 200 AND SMOKE DEVELOPED 0-450, AS A CLASS 1 54 min. 'C' INTERIOR FINISH MATERIAL """"""""""' """"""" - - - -..•.•.•.•.•.•.•.•.•.•.....•.•.•.•................................... PULL SIDE _ _ _ ................ . a * MATERIALS LESS THAN 1 /28 INCH THICK WHICH ARE CEMENTED PUSH SIDE TO THE SUBSTRATE WHICH HAVE FLAME SPREAD CHARACTERISTICS NO FICA. 28 FIG. 29 x I I GREATER THAN PAPER OF 1/28 INCH THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. _.. v * MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, DOOR AND HARDWARE NOTES: NOTE: x = 36 IN MINIMUM IF y = 60 IN NO y = 8 IN IF DOOR HAS LOOPED, OR SIMILAR SURFACE WHEN APPLIED TO WALL OR CEILING - - - - - -- x = 42 IN MINIMUM IF y = 54 IN. BOTH A LAT AN A CLOSER. SHALL MEET THE REQUIREMENTS OF CLASS 'A' INTERIOR FINISH. ALL DOORS AND FRAMES SHALL BE BUILDING STANDARD WITH BUILDING (B) HINGE SIDE APPROACHES * INTERIOR FINISH MATERIALS SHALL BE CEMENTED OR OTHERWISE STANDARD FINISH TO MATCH EXISTING. PUSH SIDE FASTENED IN PLACE SO THAT THEY WILL NOT READILY BECOME * ALL HARDWARE SHALL BE LEVER ACTION; BUILDING STANDARD PULL SIDE - _ 24 min. - DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 300 WITH BUILDING STANDARD FINISH TO MATCH EXISTING. F DEGREES F. FOR 25 MINUTES. C C E I i x 2x mih I E * * PROVIDE BUILDING STANDARD DOOR STOPS, HINGES AND �, , FLOORING MATERIALS SHALL HAVE A MINUMUM OF CLASS II SILENCERS AT ALL DOORS. T � I I ~I I INTERIOR FLOOR FINISH RATING AS CLASSIFIED IN ACCORDANCE WITH NEPA 253. * COORDINATED ALL DOOR HEIGHTS WITH BUILDING MANAGEMENT NOTE: 54 IN MINIMUM IF THE DOOR NOTE: PRIOR TO PRICING/FABRICATION. DOOR HEIGHTS NOTED ARE SUBJECT HAS A yCLOSER. HAS A yCLOS 8 1 MIN. I THE DOOR * CARPET INCLUDING PAD, WHEN SPECIFIED, SHALL COMPLY TO BUILDING MANAGEMENT COORDINATION AND AVAILABLE BUILDING WITH CLASS II INTERIOR FINISH REQUIREMENTS NOTED ABOVE. DOOR STOCKS. ALL DOORS, FRAMES, AND HARDWARE SHALL BE (C) LATCH SIDE APPROACHES REUSED WHEN IN CONFORMANCE WITH DOOR SCHEDULE AND IN GOOD NOTE: ALL DOORS IN ALCOVES SHALL * IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR OPERATING CONDITION AND APPEARANCE. THE G.C. SHALL NOTIFY 2 SURFACE, THEN IT SHALL BE SECURELY ATTACHED, HAVE A FIRM THE DESIGNER OF ALL VARIATIONS OF/FROM INFORMATION CONTAINED Detai I COMPLY WITH THE CLEARANCES CUSHION, PAD, OR BACKING, OR NO CUSHION OR PAD; AND HAVE WITHIN DRAWINGS PRIOR TO THE WORK OR PLACING ORDERS. - FOR FRONT APPROACHES. A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT 3/16" l' -O" PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH, * NON -RATED INTERIOR SWINGING DOORS SHALL BE OPENABLE A-3 EXPOSED EDGES OR CARPET SHALL BE FASTENED TO FLOOR SURFACES BY A FORCE OF NOT MORE THAN FIVE (5) POUNDS APPLIED AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. TO THE LATCH STILE. CARPET EDGE TRIM SHALL COMPLY WITH CHANGES IN LEVEL SECTION OF THE ACCESSIBILITY REQUIREMENTS MANUAL, JANUARY 1990 BY THE * THE FORCES REQUIRED TO FULLY OPEN FIRE -RATED (LABELED) DOORS SHALL NOT EXCEED A 15 LBF TO RELEASE THE LATCH, FLORIDA BOARD OF BUILDING CODES AND STANDARDS. A 30 LBF TO SET THE DOOR IN MOTION AND A 15 LBF TO OPEN * GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES THE DOOR TO THE MINIMUM REQUIRED WIDTH. THESE FORCES BEING AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, APPLIED TO THE LATCH1111-11 WALK, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM,' SHALL HAVE A SLIP RESISTANT FINISH, AND SHALL COMPLY WITH * E) TOR SWI TNG DOORS SHALL OP ABLE BY A GROUND AND FLOOR SURFACES SECTION OF "ACCESSIBILITY CE OF ORE THAN 8.5 POUNDS APP E TO THE LATCH REQUIREMENTS MANUAL" NOTED ABOVE. STILE. PROJECT NOTES * G.C. RESPONSIBLE FOR FINAL CLEAN—OUT OF SPACE INCLUDING BUT NOT LIMITED TO GLASS, WINDOW BLINDS, ALUM. FRAMES. ETC. PRIOR TO OCCUPANCY. * THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO SUBMITTING ANY BIDS. OWNER AND ARCHITECT BE NOTIFIED OF ANY DISCRIEPANCIES OR OMISSIONS WHICH WOULD INTERFERE W/ THE SATISFACT— ORY COMPLETION OF THE WORK PRIOR TO THE SUB— MISSION OF BIDS. IN ORDER TO DISCOVER AND RESOLVE ANY LACK OF DEFINITION OF CONFLICTS WHICH MIGHT CREATE CONST. PROBLEMS, THE CONSTRUCTOR SHALL, CAREFULLY EXAMINE THEM & SUBMIT A WRITTEN REPORT TO THE ARCHITECT. * THE G.C. SHALL BE RESPONSIBLE FOR KEEPING CLEAN AND DAMAGE FREE, ALL COMMON AREAS AFFECTED BY THE WORK. * G.C. SHALL COORDINATE W/ MANAGEMENT FOR UP— GRADING ALL EXISTING CONDITIONS TO SATISFY ORANGE COUNTY BUILDING DEPARTMENT'S REQUIREMENTS. PROVISIONS FOR BARRIER FREE DRINKING FOUNTAIN SPOUT HEIGHT. SPOUTS SHALL BE NO LONGER THAN 36 INCHES, MEASURED FROM aTHE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. SPOUT LOCATION AND CONTROLS. WHERE WATER FOUNTAINS OR OTHER MEANS OF DISPENSING WATER ARE PROVIDED, AT LEAST ONE SUCH FOUNTAIN OR DEVICE SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT SPOUTS AND EITHER HAND -OPERATED OR HAND -AND -FOOT OPERATED CONTROLS. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. CLEARANCES. 1. WALL -MOUNTED AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 17 INCHES TO 19 INCHES DEEP (SEE FIGURES 49(A) AND (B)). SUCH UNITS SHALL ALSO HAVE A MINIMUM CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD. 2. FREE-STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PERSON IN A WHEELCHAIR TO MAKE A PARALLEL APPROACH TO THE UNIT (SEE FIGURES BELOW) THIS CLEAR FLOOR SPACE SHALL COMPLY WITH SPACE ALLOWANCES AND REACH RANGES - CLEAR FLOOR" OR "GROUND SPACE FOR WHEELCHAIRS". 48 MIN , 0 MIN. 6 MIN. GENERAL PLANS REVIEW & COORDINATION NOTES * CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS & RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. * HANDICAPPED ACCESSIBILITY: IT IS THE INTENT THAT ALL WORK SHALL COMFORM WITH THE LOCAL AND STA ACCESSIBILITY REQUIREMENTS HAVING JURISDICTION. * AMERICANS WITH DISABILITIES ACT: WHILE ARCHITECT/DESIGNER HAS TAKEN MUCH CARE AND IMPOSED PROCEDUR STANDARDS WITH THE INTENT OF ADA COMPLIANCE (LATEST EDITION THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR IMPLIED OF SAID COMPLIANCE AND THE ARCHITECT/DESIGNER, STAFF AND/OR RETAINED CONSULTANTS ASSUME NO LEGAL RESPONSIBILITY FOR THE ACCURACY OF THE PRESENTATIONS, NOTES, OR OTHER INFORMATION CONTAINED HEREIN, NEITHER IS LIABILITY ASSUMED FOR THE OUTCOME OF DECISIONS, CONTRACTS, COMMITMENTS OR OBLIGATIONS MADE ON THE BASIS OF THIS INFORMATION. * ELECTRICAL AND MECHANICAL ENGINEERING: ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY F THE PURPOSE OF COORDINATION OF THE ARCHITECTS/ DESIGNER'S WORK. * EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD COORDINATE CORRECII ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGN OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDIN . * AIR QUALITY: THE GENERAL CONTRACTOR SHALL ADHERE TO THE INDOOR AIR QUALITY RULES AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION (I.E. NO HEAVY BODY VOCS). * ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. * ALL METAL STUDS SHALL BE 3.5/8", INCREASE GAUGE PER MANUFACTURERS LIMITING HEIGHT GUIDELINES. * GYPSUM WALL BOARD THICKNESS SHALL BE AS INDICATED, REFER TO SECTIONS INDICATED FOR INFORMATION. * DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT DESIGNER TO CONFIRM ALL DISCREPANCIES. * THE TENANTS FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OF GOVERNING CONDITIONS AND DIMENSION TO INSURE PROPER CLEARANCE FOR TENANT'S FURNITURE/EQUIPMEN INSTALLATION. * ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. * IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM DESIGNER OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. DOOR AND HARDWARE SCHEDULE DOOR TYPES: BUILDING STANDARD 14'-0" X 7'-0" STOREFRONT AUTOMATIC BREAK AWAY DOOR AND FRAME. © BUILDING STANDARD 3'-0" X 6'-8" INSULATED DOOR AND FRAME. © PAIR BUILDING STANDARD 3'-6" X 6'-8" STOREFRONT DOOR AND FRAME. ] BUILDING STANDARD 3'-0" X 6'-8" HD BUILDING STANDARD 3'-0" X 3'-0" WOOD DOOR AND FRAME. 11 RIGID COMPOSITE DOUBLE SWING 3'-0" X 6'-8" DOOR W/ BUMPER, KICK PLATE & VIEW PORT. HARDWARE TYPES: 5a LOCK SET, CLOSER, W/ PANIC HARDWARE © LOCK SET W/ CLOSER. EC ROLL—UP TRACKS W/ LOCKSET. Fd LOCK SET ❑e PASSAGE f� PASSAGE W/ SELF CLOSING MECHANISM REV. 4/5/18 REVISIONS: per comments 1/24/1' per comments 4/5/18 'SNI I cn 0 b N DrE4■ WOOD DOOR AND FRAME. E❑ BUILDING STANDARD 4'-0" X 6'-0" INSULATED DOOR AND FRAME. F❑ BUILDING STANDARD 2'-6" X 6'-0" PARTITION DOOR AND FRAME. © BUILDING STANDARD 8'-0" X 12'-0" METAL ROLL UP DOOR HD BUILDING STANDARD 3'-0" X 3'-0" WOOD DOOR AND FRAME. 11 RIGID COMPOSITE DOUBLE SWING 3'-0" X 6'-8" DOOR W/ BUMPER, KICK PLATE & VIEW PORT. HARDWARE TYPES: 5a LOCK SET, CLOSER, W/ PANIC HARDWARE © LOCK SET W/ CLOSER. EC ROLL—UP TRACKS W/ LOCKSET. Fd LOCK SET ❑e PASSAGE f� PASSAGE W/ SELF CLOSING MECHANISM REV. 4/5/18 REVISIONS: per comments 1/24/1' per comments 4/5/18 'SNI I cn 0 b N DrE4■ REV. 1/24/17 1 REV. 1/24/17 U Z U w U ry Q 0 0 Q N J A] EXIST. 4" SAN TO REMAIN TOE C KNEE CLEARANCE 8 min. LAV DEPTH 17 min.—' o c ` E M N LEA ANCE 6 max. — c 3 \J A 18" NOTE: EXPOSED P—TRAP W/ HOT WATER CONTROLS SHALL BE INSULATED, TYP. EA— T pical Clearances N.T.S. LEGEND „ 'SNI E R N M THE SUBSCRIPT "E" DENOTES EXISTING ITEM TO REMAIN. (VERIFY PROPER OPERATION. TAKE CORRECTIVE ACTION O AS REQUIRED). TYPICAL H THE SUBSCRIPT "R" DENOTES EXISTING TO BE REMOVED n OR RELOCATED. TYPICAL THE SUBSCRIPT "N" DENOTES NEW TO MATCH EXISTING. ' COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. THE SUBSCRIPT "N" DENOTES MODIFY TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. N BUILDING STANDARD 2 X 4 LAY—IN LED LIGHT FIXTURE. BUILDING STANDARD 1 X 4 LAY—IN LED LIGHT FIXTURE. BUILDING STANDARD 2 X 2 LAY—IN LED LIGHT FIXTURE. BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK-UP FOR EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS). BUILDING STANDARD ILLUMINATED EXIT SIGN: SHADED QUARTER(S) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. REUSE EXISTING WHERE APPLICABLE. BUILDING STANDARD HVAC DIFFUSER (SUPPLY). BUILDING STANDARD HVAC DIFFUSER (RETURN). ED DENOTES EXHAUST FAN (MINIMUM TWO (2) C.F.M. PER SQUARE FOOT OF FLOOR AREA) WITH ON/OFF LIGHTED PILOT SWITCH. BUILDING STANDARD SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. BUILDING STANDARD SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. O BUILDING STANDARD RECESSED LED LIGHT FIXTURE BUILDING STANDARD LED WALL PACK FIXTURE Cn 1/2' CONCRETE CROWN. 6' O STEEL PIPE, FILLED SOLID WITH CONCRETE. REINFORCED CONCRETE SLA5, OR ASPHALT/ GRADE, REFER TO PLAN. CONCRETE FOOTING 1'-4' 0. 3' DEEP. CLEAN COMPACT FILL, TYR. i 1 BOLLARD DETAIL A_6 •S Rtlscjh REVISIONS: per comments 1/24/1' per comments 4/5/18 U z 4 LL REV. 1/24/17 U w H n U z 4 LL REV. 1/24/17 U Z U W U ry Q 0 0 Q N J U s rn T a 0 U I I --------------------L-------1---- LL@ SCALE: 1/4" = 1'-0" k!. % NORTH USE COM5 I NATION EXIT/EMERGENCE L, IGHT5 WHEN F0,55I5LE. I I I I I I I I I I I I I I I I I I 1 I I I LEGEND E THE SUBSCRIPT "E" DENOTES EXISTING ITEM TO REMAIN. (VERIFY PROPER OPERATION. TAKE CORRECTIVE ACTION AS REQUIRED). TYPICAL R THE SUBSCRIPT "R" DENOTES EXISTING TO BE REMOVED OR RELOCATED. TYPICAL N THE SUBSCRIPT "N" DENOTES NEW TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. M THE SUBSCRIPT "N" DENOTES MODIFY TO MATCH EXISTING. COORDINATE NEW ITEM SELECTION W/ BLDG. MANAGEMENT. BUILDING STANDARD 2 X 4 LAY -IN LED LIGHT FIXTURE. Q BUILDING STANDARD 1 X 4 LAY -IN LED LIGHT FIXTURE. a BUILDING STANDARD 2 X 2 LAY -IN LED LIGHT FIXTURE. BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK-UP FOR EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS). db BUILDING STANDARD ILLUMINATED EXIT SIGN: SHADED QUARTERS) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. REUSE EXISTING WHERE APPLICABLE. ® BUILDING STANDARD HVAC DIFFUSER (SUPPLY). BUILDING STANDARD HVAC DIFFUSER (RETURN). ® DENOTES EXHAUST FAN (MINIMUM TWO (2) C.F.M. PER SQUARE FOOT OF FLOOR AREA) WITH ON/OFF LIGHTED PILOT SWITCH. BUILDING STANDARD SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. BUILDING STANDARD SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. O BUILDING STANDARD RECESSED LED LIGHT FIXTURE a BUILDING STANDARD LED WALL PACK FIXTURE REVISIONS. per comments 1/24/1 'ONI cn 0� U LL, t r - N �M p a ao f ■ U C' M UJrz Q 0 0 EV. 1/24/17 0 z vi F- 0 w U th Q 0 0 ry a N J U s CL 0 U EXIST. 4" SANITARY TO REMAIN SEPARATE TENANT 3 COMP. SINK UJ/ NAND SINK v---PRIV,4TE/EMFLOYEES ONLY 1110m rals-0 ME I I P-1., 0ir., I irW i I 'm '.,. sk loft -014 Will PRODUCE PREP S� '_ � �� TfRAVEL DI&T. J -------- -_ ------------------ ------------------------------------------------------------- --------- -------------------- :zw_ ------ 1 129'_0" TfRAVEL D15T. REV. 4/5/18 CUTT I NCS JR00t'l BAC< OF I—SOUSE El 111'-0" TfRAVEL D15T. L ------------- ------------------- r----------------------- � COOLER b 1041-0" TIRAVEL ID15T ---------------------------------------------------------------- is'-O" TfRAVEL DI&T. -------------------------------- � COOLER � 321_011 TIRAVEL DIST. FROZENFROZEN D,41�R�' O ME,4T5 CObLER RACKKi � �-----0 O a 1 LIFE SAFETY PLAN LS -I SCALE: 1i4. - r -o. M0f 51N< ACCE55I5LE ROUTE TO 51JILD INCA MEET5 F5C 11-4.1.3 5EF,4RATE TENANT ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN 5E OPENED FROM THE INTERIOR AT ALL TIMES, WITH OUT KEY, TYP. FIRE EXTINGUISHERS TO SE PROVIDED AS REQUIRED 5Y LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0p AFF. 16' FfROE)UGE CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BET N 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GRE THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 1/4-1/2 SIC-;. ZS FICA. 29 LEGEND DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. { DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: A- 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) LAYER 1/2" MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED DENOTES NEW COOLER OR FREEZER PARTITION: BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK-UP FOR EMERGENCY EGRESS ILLUMINATION (TWIN SPOTS). �— BUILDING STANDARD ILLUMINATED EXIT SIGN: SHADED QUARTER(S) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. REUSE EXISTING WHERE APPLICABLE. O FIRE EXTINGUISHER F.E. REVISIONS. per comments 1/24/1' per comments 4/5/18 REVISION REV. 1/24/17 I— n 0 ' � N o t- o � �M 0.0 M U m, 0)n Q 0 �U� REV. 1/24/17 5EF,4R,4TE TENANT 10' PRODUCE __________I(o3' _ _" TIRAVEL IDIST. N 52' GONDOLA i i i i i i i 00' GONEDOL A r ---------------- N* 0�D' GONDOLA i -- � i r 8 � � N �4SNIE i OK &0' GONDOLA 60' GONDOLA(Olfti C,4SNIE � ! OK A LIFE SAFETY PLAN LS -2 SCALE: 1i4" - l' -o' NcnRTH ACCE 6515L E ROUTE TO 5U I L D I NG ME E T5 F5C 11-41.3 ALL EXIT DOORS SHALL HAVE THE TYP. OF LOCK THAT CAN 5E OPENED FROM THE INTERIOR AT ALL TIMES, WITH OUT KEPI', T`I'C'. FIRE EXTINGUISHERS TO 5E PROVIDED AS REQUIRED 5Y LOCAL AUTHORITIES (MIN. ONE NEAR EXITS), AT 4'-0' AFF. SEPARATE TENANT OCCUPANCY LOAD MERCANTILE / RESTROOI" I5 AREA 9,492 5.F. / 30 = 31-1 PEOPLE SACK OF HOUSE 5,922 S.F. / 300 = 20 PEOPLE TOTAL OCCUPANCY = 33-1 PEOPLE CAPACITY OF ME AN5 OF FGRE SS 33-1 PEOPLE X 0.2 INCHES PER PERSON = 65 INCHES REQUIRED. INCHES PROVIDED = 144 INCHES. TOTAL (3) DOOR OPENINGS THREE (3) EXITS RROVIDED. LEGEND — DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO BE REMOVED,. VERIFY CONDITION IN FIELD. DENOTES EXISTING OR "BASE -BUILDING" PARTITION TO REMAIN. VERIFY CONDITION IN FIELD. DENOTES EXISTING ASSUMED ONE (1) HOUR FIRE RATED -------------------- L --------- -----, WALL ASSEMBLY. GENERAL CONTRACTOR TO FIELD VERIFY AND TAKE CORRECTIVE ACTION AS REQUIRED. I 3 DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: 3 5/8" MET. STUDS AT 24" O.C. WITH ONE (1) I LAYER 1/2" MIN. THICK GYPSUM BOARD EACH SIDE: FROM FLOOR SLAB TO CEILING., OR AS NOTED I I ` I DENOTES NEW COOLER OR FREEZER PARTITION: I I I BUILDING STANDARD WALL MOUNTED LIGHT FIXTURE WITH BATTERY BACK-UP FOR EMERGENCY EGRESS ILLUMINATION I _ (TONIN SPOTS). BUILDING STANDARD ILLUMINATED EXIT SIGN: SHADED QUARTER(S) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. REUSE EXISTING WHERE APPLICABLE. I I { I I FIRE EXTINGUISHER F.E I I I I 1 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 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 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 I I I I I I I I I I I I I I I I I I I I CHANGES IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BET_ N 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GRR THAN 1:2 (SEE FIGURES 28 AND 29). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMPS SECTIONS FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11, OF THE FLORIDA BUILDING CODE 2001 ED. 1/4 MAX. 1/4-1/2 F_IC3_ 28 REQUIRED PLU" 51NG FIXTURES WATER CLOSETS MERCANTILE: MEN/WOMEN = 1 E'ER 500 REQUIRED: 2 WATER CL05ETS SUFFL IED: 2 WATER CLOSETS LAVATORIES MERCANTILE: MEN/WOMEN = 1 FFR -150 REQUIRED: 2 LAVATORIES SUFFL IED: 2 LAVATORIES z FIG. 29 91 REVISIONS. per comments 1/24/1 '0NI cn 0F_ U w O N �M O � h n �M V c M 0 0 o �p0 �0. REV. 1/24/17 EXIST. 4' SAWARY TO REMAIN MEC:WANICAL LECUEN SYMBOL DESCRIPTION SYMBOL TO REMAIN MATERIAL CRI OTION REMARKS NEW RIGID FIBERGLASS DUCT BOARD SUPPLY AIR DIFFUSER NEW FLEXIBLE FIBERGLASS DUCT CD CONTROL DAMPER IGALVANIZED -4400 STEEL SPIN -IN FITTING VNTH AIR SCOOP AND INTEGRAL DAMPER SAD` 1000 MARK OF AIR DISTRIBUTION DEVICE, AND CFM'S O THERMOSTAT R711-1 ROOF TOP UNIT AHU AIR HANDLER UNIT CU COMPRESSOR UNIT e SUPPLY GRILL GRILLE SHALL BE 3/4' EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM RETURN GRILL OSMOKE DETECTOR GRID ® COLOR EXHAUST FAN SADITUS ,4 FART � M - 1 1 1/4" = 1'-0" � REFER CONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS (2014 FLORIDA BUILDING MECHANICAL CODE) 03 CONDENSATE LINES NEED TO TERMINATE A MINIMUM OF 1 FOOT OUTSIDE OF EXTERIOR WALLS (FBCM AL MECHANICAL PLAN f 1503.4.4) AND THEY NEED TO TERMINATE IN AN APPROVED LOCATION. (FBCM 307) AIR DISTRIBUTION DEYIC E SCHEDULE SYMBOL DESCRIPTION MODEL FSE MATERIAL FINISH REMARKS SAD -1 SUPPLY AIR DIFFUSER TUS OR EQUAL T ,gLLIM CEILING P1wOVIDE DIFFUSER WITH ALUMINUM CONES AND FRAME, ADJUSTABLE VANE N N GRID COLOR CONTROLLERS, AND ROUND INLET. RAG -1 RETURN AIR GRILLE _flTUS OR EQUAI T ALUM CEILING GRILLE SHALL BE 3/4' EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM 93RFS SERIFS GRID COLOR FRAME, AND REMOVABLE HIGH EFFICENCY (ASHRAE 30%) FILTER SADITUS SUPPLY AIR DIFFUSER OR EQUAL T '�`L� CEILING PROVIDE DIFFUSER WITH ALUMINUM CONES AND FRAME, ADJUSTABLE VANE TDCA SERIES GRID COLOR CONTROLLERS AND ROUND INLET. RAs RETURN AIR GRILLE ITUS OR EQUAL T ALUM CEILING GRILLE SHALL BE 3/4' EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM OAR -AA SERIES JER-AIR D5-4 GRID COLOR MAtM, AND REMOVA5LEHIGH IC CY (ASH 30%) FILTER SPIN -IN TAKE OFF SPIN -IN STEEL GALVANIZED FITTING WITH INTEGRAL SCOOP AND DAMPER. OUTSIDE AIR CALCULATION: PER TABLE 403.3 FLORIDA BUILDING CODE—MECHANICAL. SUPERMARKET= 9 495 FT2 X 8 PEOPLE/1000 FT2 = 76 PEOPLE V= 7.5 CFM/PERSON X 76 PERSON + 0.06 CFM/FT2 X 9 495 FT2= 570 CFM + 570 CFM = 1140 CFM STORAGE= 0.06 CFM/SF= 4845 SF X 0.06 CFM= 291 CFM OFFICE: V = 5 CFM/PERSON X 1 PERSON + 0.06 CFM/FT2 X 180 FT2 = 5 CFM + 10.8 CFM = 16 CFM TOTAL OUTSIDE AIR = 1447 CFM REVISIONS: Per comments 1-25-18 'ONI cn 0 ~ U Lv 0 N N N >M ■ 8600 U o �, l 0 0.82 Q o�g W U A A ry CIL A iO• U Z ♦n U W U ry Q O n of Q N J M MEGA-IANIGAL LEGEND SYMBOL DESCRIPTION MODEL NEW RIGID FIBERGLASS DUCT BOARD MATERIAL NEW FLEXIBLE FIBERGLASS DUCT —j CD CONTROL DAMPER r--) Lv GALVANIZED STEEL SPIN -IN FITTING WITH AIR SCOOP AND INTEGRAL DAMPER SAD" -4400 1000 MARK OF AIR DISTRIBUTION DEVICE, AND CFM'S TT THERMOSTAT RTU -1 ROOF TOP UNIT AHU AIR HANDLER UNIT CU COMPRESSOR UNIT e SUPPLY GRILL TDCA 5ERIL5 RETURN GRILL OSMOKE DETECTOR CONTROLLERS, AND ROUND INLET. ® RETURN AIR GRILLETITUS EXHAUST FAN T PARTIAL MECHANICAL PLAN II 1/4" = 1'-0" HVAC FLAN NU I t5 RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTER. 0 REFER CONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS (2014 FLORIDA BUILDING MECHANICAL CODE) �3 CONDENSATE LINES NEED TO TERMINATE A MINIMUM OF 1 FOOT OUTSIDE OF EXTERIOR WALLS (FBCM 1503.4.4) AND THEY NEED TO TERMINATE IN AN APPROVED LOCATION. (FBCM 307) AIR DISTRIBUTION DEVICE SCS-IEDULE SYMBOL DESCRIPTION MODEL FRAME TYP E MATERIAL FINISH REMARKS I I I I I I r--) Lv I O SAD -1 SUPPLY AIR DIFFUSERTITUS OR EQUAL T ALUM CEILING: PROVIDE DIMER WITH ALUMINUM CONES AND FRAME, ADJUSTABLE VANE I I I I I I I ICU TDCA 5ERIL5 GRID COLOR CONTROLLERS, AND ROUND INLET. RAG -1 RETURN AIR GRILLETITUS OR EQUAL T ALUM CEILING ILLS SHALL BE 3/4' EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM H W 23RFS SERIES GRID '�'UM COLOR CEILING ME AND REMOVABLE HIGH EFFICENCY (ASHRAE 30%) FILTER. PROVIDE DIFFUSER WITH ALUMINUM CONES AND FRAME, ADJUSTABLE VANE SADITUS SUPPLY AIR DIFFUSER OR EQUAL t l.l_ TDCA SERIES GRID COLOR CONTROLLERS AND ROUND INLET. RAG RETURN AIR GRILLE ITUS OR EQUAL T (y) CEILINGS GRILLE SHALL BE 3/4, EXTRUDED ALUMINUM LOUVER FACED WITH ALUMINUM COLOR FRAME. REMOVABLEHIGH EFFICIENCY (ASN 30%) FILTER Ll SPIN -IN TAKE OFF JEIQ-AIR DB -4 SPIN -IN STEEL GALVANIZED -AND FITTING WITH INTEGRAL SCOOP AND DAMPER. OUTSIDE AIR CALCULATION: PER TABLE 403.3 FLORIDA BUILDING CODE—MECHANICAL. SUPERMARKET= 9 495 FT2 X 8 PEOPLE/1000 FT2 = 76 PEOPLE V= 7.5 CFM/PERSON X 76 PERSON + 0.06 CFM/FT2 X 9 495 FT2= 570 CFM + 570 CFM = 1140 CFM STORAGE= 0.06 CFM/SF= 4845 SF X 0.06 CFM= 291 CFM OFFICE: V = 5 CFM/PERSON X 1 PERSON + 0.06 CFM/FT2 X 180 FT2 = 5 CFM + 10.8 CFM = 16 CFM TOTAL OUTSIDE AIR = 1447 CFM I I --------------------I I I cn 0� I I I I I I I I I U I I I I I I r--) Lv I O n I -----------------------------------I N >M N 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 I I I I I I I I I I I I I I I I I I I I I ------------------------------------ I i'a{j&s I I I I I I I I I I 1 I I I I I REVISIONS: Per comments I1-25-18 Per comments 3-08-18 'ONI cn 0� U r--) Lv E:li n O n N >M N ICU olS U on il �M C U^ H W 0 Q W U r--) A E:li (') ICU olS Q H W QC _j � LL. l.l_ 3 Q U 0 CD 7v (y) Q �O- U Z U W F - _r U Of Q O 0 ElfQ N J U L .Q 0 U MECHANICAL GENERAL NOTES: GENERAL FURNISH ALL LABOR AND MATERIAL FOR A COMPLETE HVAC SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINES WITHIN THESE SPECIFICATION. SYSTEM MUST MEET OR EXCEED ENERGY EFFICIENT CODE FOR BUILDING CONSTRUCTION'S LATEST EDITION. AND DONE IN STRICT ACCORDANCE WITH THE MOST RECENT EDITIONS OF THE FOLLOWING: STANDARD MECHANICAL, PLUMBING, AND FIRE PREVENTION CODES; NEPA 90A AND 101; ASHRAE; SMACNA; NEC; AND LOCAL JURISDICTION. UNITS SHALL BE UL LISTED AND CARRY UL LABEL.. TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON DRAWINGS. WARRANTY: ONE (1) YEAR WARRANTY ON THE COMPLETE SYSTEM AND AN ADDITIONAL FOUR (4) YEAR FACTORY WARRANTY ON AL COMPRESSORS. EXHAUST FANS: — FURNISH EXHAUST FAN WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. AIR DISTRIBUTION EQUIPMENT: — FURNISH SUPPLY AIR DIFFUSERS AND RETURN AIR REGISTER WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS, AND SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. DUCTWORK:— PROVIDE AND INSTALL DUCT SYSTEM AS INDICATED IN DESIGN DRAWINGS. MATER IALS: ALL SUPPLY AIR AND RETURN AIR DUCTWORK SHAL L BE 1-1/2" R-6 SC HULLER SUPERDUCT OR OWENS CORING ENRADUCT FIBROUS GLASS DUCTBOARD WITH THE EPA LICENSED ANTI—MICROBIAL COMPOUND. ALL RIGID ROUND SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE G-90 GALVANIZED STEEL SNAPLOCK DUCTWORK EXTERNALLY WRAPPED WITH 2" THICK R-6 FIBROUS GLASS DUCT WRAP WITH AND FSK VAPOR BARRIER. ALL FLEXIBLE SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO R-6 REQUIREMENTS. ALL EXHAUST AIR DUCTWORK SHALL BE FLEXIBLE ALUMINIZED DUCT. ALL OUTDOOR AIR DUCTWORK SHALL BE GALV. STEEL SNAPLOCK. ALL DUCT AND INSULATION JOINTS SHALL BE WITH GLASS FAB AND APPROVED MASTIC. FABRICATED AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCT SIZE IS THE SAME AS THE NECK SIZE. APPLY 2" THICK 0.75 POUND DENSITY FIBERGLASS INSULATION WITH AN FSK VAPOR BARRIER AND GLASS FAB AMD MASTIC TO THE TOPS OF ALL SUPPLY AIR DIFFUSERS AND REGISTERS. ALL DUCT BRACES SHALL BE EQUIPPED WITH MANUAL VOLUME DAMPERS WITH THE REGULATORS ACCESSIBLE. MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN FRESH AIR INTAKES AT AHUS AND ANY EXHAUST AIR OUTLETS, PLUMBING VENTS THROUGH ROOF, ETC. IN ACCORDANCE WITH THE STANDARD MECHANICAL CODE. VIBRATION ISOLATION: — ALL AC UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH VIBRATION ISOLATION EQUIPMENT. PROVIDE FLEXIBLE CONNECTORS AT SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT. CONDENSATE PIPING: ALL CONDENSATE PIPING SHALL BE WHITE SCHEDULE 40 PVC WITH SOLVENT WELDED OR THREADED FITTINGS. ROUTE CONDENSATE PIPING TO 2'X2'X2' DRYWELLS WITH PEA GRAVEL FILL. FIRE SYSTEM: UNLESS OTHERWISE REQUIRED BY FIRE MARSHALL, PROVIDE FIRESTAT SET AT 136E FOR EACH AC UNIT RETURN, SMOKE DETECTOR SHALL BE PROVIDED FOR ALL SUPPLY AND RETURN DUCT INTERPHASED WITH FIRE ALARM SYSTEM ONLY WHEN REQUIRED BY LOCAL FIRE CODE. REFRIGERATION PIPING: SHALL BE FIELD FABRICATED. PIPING SHALL BE STREAMLINE ACR READING HARD DRAWN FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY COPPER TUBING. TAP ALL FITTING WITH RUBBER MALLET. LEAK TEST WITH HALIDE TORCH. INSULATION: COVER ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4" FR/ARMAFLEX 22. INSTALLATION SHALL BE CONDENSATION FREE, AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. THERMOSTATS: LOW VOLTAGE THERMOSTAT, STAGES HEAT 1, STAGES COOL 1, TEMP. SETTINGS PER DAY 4, PROGRAMS PER WEEK 5-1-1 OR 5-2, TERMINAL DESIGNATIONS R, RC, C, Y, W, G, 0/13, SYSTEM SWITCHING AUTO—HEAT—COOL—OFF, FAN SWITCHING AUTO—ON, DISPLAY SIZE 5.1 SQ. IN., DISPLAY TYPE LCD, BACKLIT, WITH HUMIDIFICATION CONTROL, BATTERY BACKUP, LOW BATTERY INDICATOR, DUAL TRANSFORMER COMPATIBLE, POWER METHOD HARDWIRED/BATTERY, VOLTAGE 24VAC, , MOUNTING TYPE HORIZONTAL SUBMITTALS: SUBMIT DUCT FABRICATION SHOP DRAWINGS AND PRODUCT SUBMITTALS FOR ARCHITECT'S REVIEW AND IN ACCORDANCE WITH THE ARCHITECTURAL SUBMITTAL REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK. PROVIDE THE OWNER 3 COPIES OF ALL EQUIPMENT GUARANTEES, WARRANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF 2 HOURS AT THE PROJECT SITE TO FAMILIARIZE THE OWNER OF DESIGNATED REPRESENTATIVES WITH THE WAYS IN WHICH THE SYSTEM IS OPERATED AND MAINTAINED. AIR DISTRIBUTION SYSTEM TESTING. AD.IUSTING AND BALANCING: PROVIDE A WRITTEN BALANCE REPORT TO THE OWNER OR THE DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER FOR HVAC SYSTEMS SERVING ZONES WITH A TOTAL CONDITIONED AREA EXCEEDING 5000 SQUARE FEET. AIR DISTRIBUTION SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED BY AN ENGINEER LICENSED IN THIS STATE OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. FOR SYSTEMS 15 TONS OR LESS SHALL PROVIDE A TEST AND BALANCE, TEST CAN BE PERFORMED BY MECHANICAL CONTRACTOR. ALL TESTS SHALL BE IN ACCORDANCE WITH NEBB OR AABC REQUIREMENTS BY INDIVIDUALS FAMILIAR WITH THE PROCEDURES AND PRACTICES INVOLVED AND WITH THE REQUIRED CERTIFICATION. PRESSURE TEST DUCTWORK. MAX. LEAKAGE SHALL NOT EXCEED 5%. 2017-11-10 VENTILATOR SC44E©ULE MARK EF -1 O� MANUFACTURER BROAN OR EQUAL MODEL NUMBER HD50 LOCATION SEE PLANS Itn SERVICE EXHAUST TYPE DIRECT CFM 50 M PLL S.P. — Q RPM 1250 n MOTOR HP 30 WATTS o�g �.� DRIVE TYPE DIRECT SONES 1.5 DUCT (IN.) 4.0 V/PH/60 120/1 CONTROL SWITCH O p REMARKS 1 REMARKS 1.PROVIDE AND INSTALL ROOF CAP WITH BIRD SCREEN. 1 /2"x4"x4" NEOPRENE PAD AT EACH EDGE, UNDER STRAP. /4 "w- JL 3x3x1 /4 ROOF OPENING FRAME ANGLE (TYP. U.N.O.) ANGLE TO ANGLE, TYP. 1/4 V 2-12 EXSTG. STEEL JOIST RTU SUPPORT DETAIL PT LOAD JOIST REINFORCING DETAIL 2" FLAT STRAP, FS200-54, ONE AT EACH END OF RTU. AND 30" O.C. STRAP TO WRAP AROUND RTU, AND ATTACH TO CURB WITH (4)" 1/4" DIA. SCREWS, MINIMUM. ATTACH CURB TO ANGLE W/18ga STRAP FASTENED TO CURB AND ANGLE W/ (2) #10 TEK SCREWS EACH CORNER AND 30" O.C. MAX. RE—ATTACH ROOF DECK TO OPENING FRAME W/ #12 TEK SCREWS ® EA. DECK FLUTE OR 4" O.C. MAX. 1/4 L COPE ANGLE TO FIT AROUND T.O. JOIST SO HORIZ. LEG BEARS ON JOIST. ALTERNATIVELY THE CURB CAN BE ATTACHED TO THE STEEL ANGLE W/ 1/2" DIA. A325 STEEL BOLTS ® EACH CORNER AND 30" O.C. MAX. BRG. POINT PT LO DECK NOT SHOWN FOR CLARITY r/EXIST. JOIST TYP. —ANGLES SHALL BE A36 STEEL —WELD ELECTRODES SHALL BE E70XX —FLASH & SEAL ALL ROOF PENETRATIONS ACCORDING TO ARCH. DWGS. OR BY LICENSED ROOFING CONTRACTOR. ALL MIN 2X2X1 /4, CUT TO FIT IN FIELD. WELD ALL CONTACT POINTS W/ JOISTS AND ANGLES W/ MIN 1/4"X2" FILLET. REVISIONS: Per comments 1-25-18 Per comments 3-08-18 *ONI cn O� U I.LI Itn 0 n N 1L. N0;-0 M PLL U n 061 Q C 2M M n a o�g W U ED> (y) 1L. M a0�xx J ry Q �.� W LL 3 Q U O p z Q LL lO• L/ O O 0 BEARING OPTION WING ROD CONTINUOUS NUT ON ALL DAMPERS ARM OVER 12" DIA. ELEVATIO`N DUCT ROUND DAMPER 2 -BLADE ARRANGEMENT DUCT 1/8 - CLEARANCE /8"CLEARANCE DUCT ALL AROUND 1.01001-- 3/8" QUADRANT 1/809 CLEARANCE ALL AROUND 3/8" PI � FACTORY INSULATED (1" c, 22 GA. BLADE FOR SIZE AS NOTED ON —11r, Tn -loop PLANS. MAXIMUM STIFFEN AS / ►> REQUIRED 1 0 1/2 - ,QUADRANT 1/2" ROD -PI 16 GA. BLADE 19" TO 48'= NOTE: OVER 12" HIGH USE MULTIPLE BLADES. SIDE ELEVATION VOLUME DAMPERS -SINGLE BLADE TYPE SCALE: N.T.S. SUSPEND FROM STRUCTURE OR SLAB WITH 1/4" STEEL ROD FLEXIBLE CONNECTION TRANSITION —BACKDRAFT DAMPER INSULATED HOUSING "CEILING EXHAUST GRILLE (METAL) CEILING MOUNTED EXHAUST FAN DETAIL SCALE: N.T.S. REGULAR CEILING PANEL/ DIFFUSER CONNECTION DETAIL SCALE: N.T.S. MANUAL DAMPER WITH LOCKING QUADRANT ON ALL SUPPLY AIR AND BRANCHO NOTE: RETURN AIR DUCTS. DDUCT -=1/2 W (4" MIN NOT PROVIDE SCOOP OR EXTRACTOR. LOW PRESSURE SUPPLY OR RETURN AIR DUCT CONNECTION DETAIL SGLLE'. N.T.S. AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. NOT REQUIRED IF A SECONDARY DRAIN PAN IS USED. PROVIDE AS CPVC OR COPPERkT WITHIN PLENUM RETURN MECHANICAL CLOSET. 12" EXTENSION PIPE WITH THREADED CAP AT END i— VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEANOUT AT LEAST 1" ABOVE FLOAT SWITCH TRIPPING HEIGHT, IN SECONDARY DRAIN. 2" J-� ----PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH CLEANOUT IS ACCEPTABLE. CONDENSATE TRAP DETAIL SCALE: N.T.S. #12 TEK SCREW \'�CTYP) ROOF MEMBRANE CEMENT CONDENSATE PIPE SUPPORT SCALE: N.T.S. 22 GA. 1" WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN DIRECTION 12 GAUGE WIRE OR 1/4- ROD I TOP CHORD OF TRUSS L_ HVAC DUCT (RIGID FIBERBOARD) —8FT MAX - AT LEAST ONE HANGER PER TRANSVERSE METAL DRAW BAND / VOLUME DAMPER EXPOSED DAMPER HANDLE OUTSIDE OF THE INSULATION AND PAINT BRIGHT YELLOW BELL MOUTH BUCKLEY //-AIR TIGHT FITTING NOTES: 1. ALL DIFFUSERS AND SUPPLY GRILLES SHALL HAVE THIS CONNECTION. 2• ANY OTHER TYPE OF CONNECTION WILL BE REJECTED. 3. INSULATE ALL METAL DUCT UP TO THE FLEXIBLE DUCT AND OVERLAP INSULATION TAPING IT WITH METAL TAPE. TYPICAL DIFFUSER/GRILLE DUCT CONNECTION DETAIL SCALE: N.T.S. -PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 1" WIDE 22 GAUGE STRAP WRAPPING _1 IUNDER DUCT AND ATTACHED TO TOP CHORD OF TRUSS. DUCT HANG FLEXIBLE DUCTS WITH 1-1 /2" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS 4" \� 1 "X 2"X 1" 22GAUGE ANGLE CHANNEL 4"X 2"X 2" SOFFIT DUCT HANGING DETAIL SCALE: N.T.S. SCHEDULE 40 PVC CONDENSATE PIPING MICRO PIPE SUPPORT ROOF SYSTEM CONDENSATE PIPE SUPPORT SCALE: N.T.S. L=1 /4W,(4"MIN) L AIR FLOW BRANCH DUCT MANUAL DAMPER WITH QUADRANT LOCKING LEVER EXPOSED DAMPER HANDLE OUTSIDE OF INSULATION AND PAINT BRIGHT YELLOW TRUNK LINE TYPICAL RETURN AND EXHAUST DUCT CONNECTION DETAIL SCALE: N.T.S. NOTEISIRIME COAT AND PAINT TO MATCH ROOF COLOR. 1 • PROVIDE FLASHING AND COUNTER FLASHING. 2• PROVIDE BIRD SCREEN AND 3. OMIT BACKDRAFT DAMPER FOR BATH EXHAUST USE. LV. STEEL OR ALUMINUM CT MADE WATERTIGHT. FFENERS MAY BE INSIDE. CAULK WEATHER TIGHT FLAT ROOF iINING OF THE THE COLLARED CONNECT DUCT LAR AND SEAL BACKED TAPE. EXHAUST ROOF CAP DETAIL SCALE: N.T.S. 'ONI MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT (� FOR SIZE AS NOTED ON STRAP SUPPORT PLANS. MAXIMUM w LENGTH IS 8'-0" CAULK & SEAL AT n 0 BOTH DIFFUSER NECK _j AND FLEXIBLE DUCT N CONNECTION. TIGHTEN N >M WITH STRAP. PROVIDE 5 PIECE ROUND DV RIGID DUCT CONNECTION. on f SIZE TO MATCH Q DIFFUSER NECK. FIELD INSULATE DUCT � M pT�yHE I LIM ELBOW AND STRAP OR TOP OF DIFFUSER WITH DRAW BAND 2" THICK FIBERGLASS 0 BLANKET.EXPOSED PULL SLEEVE DUCT TIGHT U WITH C.D. NECK AND � SCREWS TO MAKE AIR f CEILING REGULAR CEILING PANEL/ DIFFUSER CONNECTION DETAIL SCALE: N.T.S. MANUAL DAMPER WITH LOCKING QUADRANT ON ALL SUPPLY AIR AND BRANCHO NOTE: RETURN AIR DUCTS. DDUCT -=1/2 W (4" MIN NOT PROVIDE SCOOP OR EXTRACTOR. LOW PRESSURE SUPPLY OR RETURN AIR DUCT CONNECTION DETAIL SGLLE'. N.T.S. AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. NOT REQUIRED IF A SECONDARY DRAIN PAN IS USED. PROVIDE AS CPVC OR COPPERkT WITHIN PLENUM RETURN MECHANICAL CLOSET. 12" EXTENSION PIPE WITH THREADED CAP AT END i— VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEANOUT AT LEAST 1" ABOVE FLOAT SWITCH TRIPPING HEIGHT, IN SECONDARY DRAIN. 2" J-� ----PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH CLEANOUT IS ACCEPTABLE. CONDENSATE TRAP DETAIL SCALE: N.T.S. #12 TEK SCREW \'�CTYP) ROOF MEMBRANE CEMENT CONDENSATE PIPE SUPPORT SCALE: N.T.S. 22 GA. 1" WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN DIRECTION 12 GAUGE WIRE OR 1/4- ROD I TOP CHORD OF TRUSS L_ HVAC DUCT (RIGID FIBERBOARD) —8FT MAX - AT LEAST ONE HANGER PER TRANSVERSE METAL DRAW BAND / VOLUME DAMPER EXPOSED DAMPER HANDLE OUTSIDE OF THE INSULATION AND PAINT BRIGHT YELLOW BELL MOUTH BUCKLEY //-AIR TIGHT FITTING NOTES: 1. ALL DIFFUSERS AND SUPPLY GRILLES SHALL HAVE THIS CONNECTION. 2• ANY OTHER TYPE OF CONNECTION WILL BE REJECTED. 3. INSULATE ALL METAL DUCT UP TO THE FLEXIBLE DUCT AND OVERLAP INSULATION TAPING IT WITH METAL TAPE. TYPICAL DIFFUSER/GRILLE DUCT CONNECTION DETAIL SCALE: N.T.S. -PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 1" WIDE 22 GAUGE STRAP WRAPPING _1 IUNDER DUCT AND ATTACHED TO TOP CHORD OF TRUSS. DUCT HANG FLEXIBLE DUCTS WITH 1-1 /2" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS 4" \� 1 "X 2"X 1" 22GAUGE ANGLE CHANNEL 4"X 2"X 2" SOFFIT DUCT HANGING DETAIL SCALE: N.T.S. SCHEDULE 40 PVC CONDENSATE PIPING MICRO PIPE SUPPORT ROOF SYSTEM CONDENSATE PIPE SUPPORT SCALE: N.T.S. L=1 /4W,(4"MIN) L AIR FLOW BRANCH DUCT MANUAL DAMPER WITH QUADRANT LOCKING LEVER EXPOSED DAMPER HANDLE OUTSIDE OF INSULATION AND PAINT BRIGHT YELLOW TRUNK LINE TYPICAL RETURN AND EXHAUST DUCT CONNECTION DETAIL SCALE: N.T.S. NOTEISIRIME COAT AND PAINT TO MATCH ROOF COLOR. 1 • PROVIDE FLASHING AND COUNTER FLASHING. 2• PROVIDE BIRD SCREEN AND 3. OMIT BACKDRAFT DAMPER FOR BATH EXHAUST USE. LV. STEEL OR ALUMINUM CT MADE WATERTIGHT. FFENERS MAY BE INSIDE. CAULK WEATHER TIGHT FLAT ROOF iINING OF THE THE COLLARED CONNECT DUCT LAR AND SEAL BACKED TAPE. EXHAUST ROOF CAP DETAIL SCALE: N.T.S. 'ONI cn O� (� U A w n 0 _j n N pq N >M DV U on f Q V M � M HLi 0 Q U W U A A _j (') r." pq r.." DV Q HLi A Q � � � a 3 Q � U O O Z � Q LL_ �O• 0 Z N I- 0 w F- ry Q 0 0 ry Q N J U r a 0 U NE EL NEW SE UNDERGRC SERVICE,,., TO TO REMAIN CONNECT EXIST. 4' GREA TO REMAIN SEPARATE TENANT NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES. LEGEND mp!fl ELECTRICAL PANEL 0� ELECTRICAL METER IROA WALL MOUNTED DISCONNECT U 18" MIN. HI. DUPLEX CONVENIENCE OUTLET. WP � GFl 18" MIN. HI. DUPLEX WATER PROOF OUTLET 42"� GFl 42" MAX. HI. GFl COUNTER TOP CONVENIENCE OUTLET. F-� SPECIAL PURPOSE WALL OUTLET. ,PH PHONE JACK <DATA DATA OUTLET EH CABLE CONNECTION N GARBAGE DISPOSAL MOTOR o� EXHAUST FAN Q JUNCTION BOX DOOR BELL/GARAGE DOOR SWITCH 'ONI cn 0� • 'lot U W n n N �M N o� • U 0 tM M 0.0 00 Q W U D A A n p4 06 � Q � W H nn,, Q 1L 3 %- o U o Z (y) Q L� J OPS. `�`,�� C REVISIONS. Per comments 1-25-18 Per comments 3-08-18 • 'lot `�� ► OPS. `�`,�� C REVISIONS. Per comments 1-25-18 Per comments 3-08-18 SEPARATE TENANT GFCI &0' CxoNDoLA ELECTRICAL PANEL &O' CxONDOLA PARTIAL POWER PLAN II 1/4" = 1'-0" AT LEAST 50 % OF ALL 125 VOLT 15 - AND 20- AMPERE RECEPTACLES, INCLUDING THOSE INSTALLED IN MODULAR PARTITIONS, INSTALLED IN FOLLOWING SPACE TYPES: A. PRIVATE OFFICES B. OPEN OFFICES C. COMPUTER CLASSROOMS SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE THAT SHALL FUNCTION ON: AN OCCUPANT SENSOR THAT SHALL TURN RECEPTACLES OFF WITHIN 30 MIN OF ALL OCCUPANTS LEAVING A SPACE ----------------- 1-1-5 ---------------- Ll-5 SIGN F/EXIT i i i ------------------1 ELECTRICAL NOTE: ALL EMERGENCY LIGHTS SHALL BE ON THE SAME CIRCUIT AS THE LIGHTING IN THE SAME ROOM, AHEAD OF THE SWITCH NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES. LEGEND cn ELECTRICAL PANEL 0� ELECTRICAL METER ��!!] V50A WALL MOUNTED DISCONNECT U 18" MIN. HI. DUPLEX CONVENIENCE OUTLET. WP WP 18" MIN. HI. DUPLEX WATER PROOF OUTLET 42"� GFl 42" MAX. HI. GFI COUNTER TOP CONVENIENCE OUTLET. SPECIAL PURPOSE WALL OUTLET. ,PH PHONE JACK a DATA DATA OUTLET EH CABLE CONNECTION GARBAGE DISPOSAL MOTOR EXHAUST FAN 0 JUNCTION BOX Fe I DOOR BELL/GARAGE DOOR SWITCH 'ONI cn 0� U Lv O _ N jM N () o 6 1 L M C v M � U u.. Q �^ O 0 U� W U A n 0 0 (') LI` ku U Z In f - U W U Ir Q O 0 Of Q N J U 41 AZ T O_ 0 U SEPARATE TENANT LIGHTING SCHEDULE Mark Manufacturer # X SIMKAR SLED-B-R-W-EX(F EM SIMKAR DLMW B SIMKAR EFY24P3035U1 C I ENV IROLITE ST704T1850 LEGEND cn 0� IIltl inn- JHML RVVM, mnr-mu Ur inn. Jvvi iun I T5HO (2'X2') U 2'x4' FLUORESCENT LIGHT Description Lamps Mount Volts NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. NOTIFY ENGINEER OF ANY DISCREPANCIES. Qty. Type EXIT LIGHT SELF DIAGNOSTIC BATTERY BACKUP- 90 MINUTES EMERG. ILLUMINATION 1 3W SURFACE 1201277 INTERIOR EMERGENCY LIGHT, TWIN HEAD -90 MIN EMERG ILLUM. 2 5AW SURFACE 120/277 INTERIOR 2'X4' RECESSED LED FLUORESCENT 2 56VV RECESSED 120/277 INTERIOR 8 FT 4 LIGHTS LED STRIP LIGHT T8 4 224W STRIP 1201277 INTERIOR LEGEND cn 0� 4'x4' SKYLIGHT T5HO (2'X2') U 2'x4' FLUORESCENT LIGHT 0 2'x2' FLUORESCENT LIGHT ® 1'x4' FLUORESCENT LIGHT r--: FLUORESCENT LIGHT �. SCONCE I\ WALL MOUNTED LIGHT 0 RECESSED LIGHT PENDANT LIGHT A c 00 TRACK LIGHTING �.a.G THEATRICAL STRIP SPOT LIGHT EMERGENCY LIGHT ® EXIT LIGHT CEILING FAN W/ LIGHT qeq�M CEILING—MOUNTED INCANDESCENT LIGHT FIXTURE OPC CEILING—MOUNTED INCANDESCENT LIGHT FIXTURE W/ PULL CHAIN 48" MAX. HI. SINGLE POLE WALL SWITCH U� 48" MAX. HI. 3—WAY WALL SWITCH ® SINGLE—STATION SMOKE DETECTOR ® SMOKE & MONOXIDO DETECTOR REVISIONS. Per comments 1-25-18 Per comments 3-08-18 '0NI cn 0� U w n 0 I\ N_ N A c 00 qeq�M 0 Q U� W U Q q a> � J nPA 0� Q ~ W H Q r J 3 C:) U o Z (y) Q 0i I 'O• U Z U W U a O 0 Qf a N J U r •a 0 U SEPARATE TENANT ... v.�__v _. v. . 'NC- ., ..... .-. ... .. . ...v �. .... . . .,v... . 'v vv``L `/'. LV(V/ \L• ANY EMERGENCY LIGHT OR EXIT SIGN AFTER THE LIGHTING SENSOR. PARTIAL LIGHTING PLAN II E-4 ,/." - r -o LIGHTING SCHEDULE Mark Manufacturer # Description Qt X SIMKAR SLED-B-R-W-EX(T EXIT LIGHT SELF DIAGNOSTIC BATTERY BACKUP- 90 1 MINUTES EMERG. ILLUMINATION Lam ----------1----1--� /EXIT C ELECTRICAL NOTE: ALL EMERGENCY LIGHTS SHALL BE ON THE SAME CIRCUIT AS THE LIGHTING IN THE SAME ROOM, AHEAD OF THE SWITCH ype Mount Volts NOTE: 3W SURFACE 1201277 INTERIOR ELECTRICAL CONTRACTOR SHALL VERIFY THE LOADS ON ALL EQUIPMENT BEFORE LEGEND ® 4'x4' SKYLIGHT 0 T5HO (2'X2') 2'x4' FLUORESCENT LIGHT El2'x2' FLUORESCENT LIGHT ® 1'x4' FLUORESCENT LIGHT 120/277 FLUORESCENT LIGHT N SCONCE —9— WALL MOUNTED LIGHT Q RECESSED LIGHT PENDANT LIGHT I& TRACK LIGHTING X11641.a THEATRICAL STRIP 1201277 SPOT UGHT EMERGENCY LIGHT ® EXIT LIGHT 8 FT 4 LIGHTS LED STRIP LIGHT T8 CEILING FAN W/ LIGHT 4 CEILING—MOUNTED INCANDESCENT LIGHT FIXTURE OPC CEILING—MOUNTED INCANDESCENT LIGHT FIXTURE W PUL_ CHAIN STRIP 48" MAX. HI. SINGLE POLE WALL SNATCH INTERIOR 48" MAX. HI. 3—WAY WALL SWITCH ® SINGLE—STATION SMOKE DETECTOR ® SMOKE & MONOXIDO DETECTOR :- EM SIMKAR DLMW 0 EMERGENCY LIGHT, TWIN HEAD- 90 MIN EMERG ILLUM. 2 U 5.4W SURFACE 120/277 INTERIOR PURCHASING AND INSTALLING ANY AND ALL ELECTRICAL EQUIPMENT. O B SIMKAR ETY24P3035U1 N 2'X4' RECESSED LED FLUORESCENT 2 56W RECESSED 1201277 INTERIOR C EWIROLITE ST704T1850 8 FT 4 LIGHTS LED STRIP LIGHT T8 4 224W STRIP 1201277 INTERIOR NOTIFY ENGINEER OF ANY DISCREPANCIES. REVISIONS: Per comments 1-25-18 Per comments 3-08-18 'ONI (n 0 F- U W O N N ,EnM _M 0 M .- U) O qq W U EDA U z Q 49 . O 0 M I LL. A 0 LL. Z �Q Y I 0 Z 0 W F- 0 ry ¢ 0 0 of N J U .0 rn �L Q_ 0 U TOTAL LOAD MARK 6 NAMEPLATE DESCRIPTION BREAKER TRIP POLES LOAD AMPS LOAD KVA VOLTAGE 0.0 0.65 0.0 LIGHTING 17.40 1.25 21.8 HVAC 0.00 1.00 RACK COMP RACK COMPRESSORS 350 3 289.0 104 120-208 RACK COND RACK CONDENSER 60 3 45.0 16 120-208 "A" PANEL "A" 200 3 109.2 39 120-208 "B" PANEL "B" 150 3 39.4 14 120-208 RTU -1 ROOF TOP UNIT 200 3 180.6 65 120-208 "L" PANEL "L" 200 3 93.0 33 120-208 300A DISCONNECT B = '733.6 AMPS= 88.0 KVA LOCATION: SEE PLANS C = 100.0 AMPS = 12.0 KVA ITOTAL CONNECTED LOAD = 16.2 KVA REMARKS: 800 AMP MLO I LOAD (AMPS) ITOTAL CONNECTED LOAD = 28.9 KVA DESCRIPTION A, B DISTANCE FROM PANELS "A", "B", "L" AND L1 TO FARTHEST OUTLET IS 100 FT. DROP VOLTAGE LESS THAN 3% IF DISTANCE LESS THAN 105.9 FEET INTERIOR OFFICE FRONT OF BUILDING 272.21 TOTAL LOAD (KVA) 756.15 TOTAL LOAD (AMPS)' PANEL SCHEDULE "L" LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 17.40 1.25 21.8 HVAC 0.00 1.00 0.0 LOAD BALANCE DATA NEW PANEL: "L" 11.472 NEW PANEL: "A" BUS:200 AMP 1.00 BUS: TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS *UTILIZE 200 AMP SERVICE 33.2 360 92.28 VOLTAGE: 120/208V,3(P,4W A = 100.6 AMPS = 12.1 KVA MOUNTING: SURFACE VOLTAGE: 120/208V,30,4W 39.3 360 109.17 POLES: 42 MOUNTING: SURFACE LOAD BALANCE DATA NEW MDP PANEL POLES: 42 Q BUS: 800AMP B = 51.0 AMPS= 6.1 KVA LOCATION: SEE PLANS B = 71.0 AMPS = '8.5 KVA LOCATION: SEE PLANS VOLTAGE: 120/208V,30,4W 150 AMP MLO REMARKS: 200 AMP MLO B = ',97.0 AMPS = 11.6 KVA LOCATION: SEE PLANS POLES: 18 REMARKS: 200 AMP MLO LOAD (AMPS) C = 69.0 AMPS= 8.3 KVA CAB LOAD (AMPS) I 300A DISCONNECT B = '733.6 AMPS= 88.0 KVA LOCATION: SEE PLANS C = 100.0 AMPS = 12.0 KVA ITOTAL CONNECTED LOAD = 16.2 KVA REMARKS: 800 AMP MLO I LOAD (AMPS) ITOTAL CONNECTED LOAD = 28.9 KVA DESCRIPTION A, B I C I TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION SALES LIGHTING 15 LEG I CIRC 1POLES1 20 12 1 1 A 2 1 12 20 LEG CIRC'POLESI SALES LIGHTING TRIP 15 B 20 12 1 3 B 4 1 12 20 A 2 SALES LIGHTING 30 200 15 20 12 1 5 C 6 1 12 20 3 B BACK OF HOUSE LIGHTS 14 30 200 20 12 1 7 A 8 1 12 20 3 5 BACK OF HOUSE LIGHTS 6 14 30 20 12 1 9 B 10 1 12 20 4 3 BACK OF HOUSE LIGHTS A 8 14 1 20 12 1 11 C 12 1 12 20 60 4 BACK OF HOUSE LIGHTS 14 B 10 20 12 1 13 A 14 1 12 20 45 1 60 BACK OF HOUSE LIGHTS 3 14 C 20 12 1 15 B 16 1 12 20 1 13 BATHS/BAKERY LIGHTS 1 2- 3 6 1 20 12 1 17 C 18 1 12 20 20 71.0 1 200 1 30 3 20 12 1 19 A 20 1 12 20 PANEL "L" 16 20 69.0 200 30 20 12 1 21 B 22 1 12 20 180.6 1 RTU -1 10 20 12 20 1 12 1 23 C 24 1 12 20 60' ISLAND HEATER DAIRY COOLER EVAPORATOR 30 5 2 20 1 12 1 25 A 26 1 12 20 1 6 EXIT LIGHTS 20 FROZEN COOLER EVAPORATOR MEAT COOLER EVAPORATOR 29 20 12 1 27 B 28 1 12 20 12 20 12 1 7 FROZEN COOLER HEATER 20 12 1 29 C 30 1 12 20 26 2 12 20 7 34 20 12 1 31 A 32 1 12 20 1 6 EMERGENCY LIGHTS 28 1 12 20 20 12 1 33 B 34 1 12 20 12 1 29 C 30 1 20 12 1 35 C 36 1 12 20 39 20 12 1 31 A 20 12 1 37 A 38 3 20 100 45.6 OFFICE SUB PANEL 1 20 12 1 20 12 1 39 B 40 1 3 20 100 28.0 OFFICE SUB PANEL 20 20 1 12 1 1 41 C 42 1 3 1 20 100 34.0 1OFFICE SUB PANEL 2017-11-10 LOAD CALCULATION (N.E.C. ARTICLE 220) NEW PANEL "L" LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 17.40 1.25 21.8 HVAC 0.00 1.00 0.0 RECEPTACLES AND MISC 11.47 1.00 11.472 NEW PANEL: "A" 28.20 1.00 BUS: TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS *UTILIZE 200 AMP SERVICE 33.2 360 92.28 PANEL SCHEDULE ARTICLE 220) NEW PANEL A LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 8.88 1.25 11.1 HVAC 0.00 1.00 LOAD BALANCE DATA NEW PANEL: "A" 28.20 1.00 BUS: 200 AMP 800 AMP 3PH VOLTAGE: 120/208V,310,4W A = 52.0 AMPS= 6.2 KVA MOUNTING: SURFACE VOLTAGE: 120/208V,30,4W 39.3 360 109.17 POLES: 42 A = 114.0 AMPS = 13.7 KVA MOUNTING: SURFACE LOAD BALANCE DATA NEW MDP PANEL POLES: 42 Q BUS: 800AMP B = 51.0 AMPS= 6.1 KVA LOCATION: SEE PLANS 150 AMP 200 AMP 350 n = 200 ACK C P. PNL"A" VOLTAGE: 120/208V,30,4W 150 AMP MLO A= 781.2 AMPS = 93.7 KVA MOUNTING: SURFACE B = ',97.0 AMPS = 11.6 KVA LOCATION: SEE PLANS POLES: 18 REMARKS: 200 AMP MLO LOAD (AMPS) I CAB 300A DISCONNECT B = '733.6 AMPS= 88.0 KVA LOCATION: SEE PLANS C = 100.0 AMPS = 12.0 KVA ITOTAL CONNECTED LOAD = 16.2 KVA REMARKS: 800 AMP MLO B C TRIP WIRE POLES CIRC LEG CIRC POLES I C = 715.6 AMPS= 85.9 KVA ITOTAL CONNECTED LOAD = 37.3 KVA LOAD (AMPS) A B C TRIP WIRE POLES CIRC LEG I CIRC 1POLES1 WIRE LOAD (AMPS) ITOTAL CONNECTED LOAD = 267.6 KVA DESCRIPTION A B I C I TRIP WIRE POLESI CIRC LEG CIRC'POLESI WIRE TRIP I A B C DESCRIPTION RACK COMP. 289 20 12 350 400 3 1 A 2 3 30 200 114.0 3 PANEL "A" RACK COMP. 1 289 20 350 400 3 1 3 B 4 3 30 200 12 97.0 PANEL "A" RACK COMP. 6 1 289 350 400 3 5 C 6 3 30 200 20 12 100.0 PANEL "A" RACK GOND. 45 8 1 1 60 4 3 7 1 A 8 3 30 200 52.0 20 PANEL "B" RACK COND. 9 45 10 60 4 3 9 1 B 10 3 30 200 20 51.0 PANEL "B" RACK COND. 1 11 45 1 60 1 4 3 11 C 12 3 30 200 13 17 32.0 PANEL "B" PANEL "L" 100.6 1 13 200 1 2- 3 13 A 14 3 30 200 180.6 20 RTU -1 PANEL "L" 20 71.0 1 200 1 30 3 15 B 16 1 3 30 200 60' ISLAND FANS 180.6 RTU -1 PANEL "L" 16 20 69.0 200 30 3 17 C 18 1 3 30 1 200 10 60' ISLAND HEATER 180.6 1 RTU -1 RTU -1 200A DISCONNECT DISTANCE FROM PANEL "L" TO NEW 3" CONDUIT SUBPANEL "L1" 200 FT. DROP (4) 400 KCMIL THHW CU VOLTAGE LESS THAN 2% IF (1) #3 CU GRND DISTANCE LESS THAN 218.2 FEET 2017-11-10 NEW 2" CONDUIT (4) 2/0 AWG THHW CU (1) #6, CU GRND INTERIOR BACK OF HOUSE ARE 2017-11-10 NEW 2-1/2" CONDUIT (4) 3/0 THHW CU (1) #6 CU GRND DISTANCE FROM MDP TO PANELS "A" AND "L" 25 FT. DROP VOLTAGE LESS THAN 2% IF DISTANCE LESS THAN 136.4 FEET DISTANCE FROM MDP TO PANEL "B" 25 FT. DROP VOLTAGE LESS THAN 2% IF DISTANCE LESS THAN 123.1 FEET PANEL SCHEDULE ARTICLE 220) NEW PANEL A LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 8.88 1.25 11.1 HVAC 0.00 1.00 LOAD BALANCE DATA NEW PANEL: "A" 28.20 1.00 BUS: 200 AMP 800 AMP 3PH VOLTAGE: 120/208V,310,4W A = 52.0 AMPS= 6.2 KVA MOUNTING: SURFACE VOLTAGE: 120/208V,30,4W 39.3 360 109.17 POLES: 42 A = 114.0 AMPS = 13.7 KVA MOUNTING: SURFACE (1) #10 CU GRND PANEL"L" POLES: 42 Q o0 100 AMP B = 51.0 AMPS= 6.1 KVA LOCATION: SEE PLANS 150 AMP 200 AMP 350 n = 200 ACK C P. PNL"A" REMARKS: 150 AMP MLO 3PH B = ',97.0 AMPS = 11.6 KVA LOCATION: SEE PLANS CT REMARKS: 200 AMP MLO LOAD (AMPS) I CAB 300A DISCONNECT PNL ' �' RTU -1 C = 100.0 AMPS = 12.0 KVA ITOTAL CONNECTED LOAD = 16.2 KVA LOAD (AMPS) I B C TRIP WIRE POLES CIRC LEG CIRC POLES I LOAD (AMPS) ITOTAL CONNECTED LOAD = 37.3 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG I CIRC 1POLES1 WIRE TRIP A B C DESCRIPTION 76' PRODUCE FANS 6 20 20 12 1 1 A 2 1 12 20 12 36' DAIRY LIGHTS 76' PRODUCE LIGHTS 12 6 5 20 12 1 3 B 4 1 12 20 8 12 36' DAIRY FANS 76' PRODUCE FANS A 8 6 20 12 1 5 C 6 1 12 20 1 9 12 32' FROZEN DOORS LIGHTS 76' PRODUCE LIGHTS 6 20 20 12 1 7 A 8 1 1 12 20 12 1 12 32' FROZEN DOORS FANS 56' REF. MEATS LIGHTS SAW MACH. 12 20 1 12 1 9 B 10 1 1 12 20 20 12 RECEPTACLES 32' FROZEN DOORS FRAME HEATER 56' REF. MEATS LIGHTS 20 16 20 12 1 11 C 12 1 12 20 20 56' REF. MEATS FANS 13 17 C 20 12 1 13 A 14 1 12 20 10 12 1 60' ISLAND LIGHTS 60' ISLAND FAN 20 12 12 20 12 1 15 B 16 1 12 20 21 10 22 60' ISLAND FANS 60' ISLAND FRAME HEATER 20 16 20 12 1 1 17 C 18 1 12 20 1 12 10 60' ISLAND HEATER PRODUCE COOLER EVAPORATO 10 20 12 1 19 1 A 20 1 12 20 10 40 GAL EWH 60' ISLAND HEATER DAIRY COOLER EVAPORATOR 30 5 2 20 12 1 21 B 22 1 12 20 5 20 FROZEN COOLER EVAPORATOR MEAT COOLER EVAPORATOR 29 C 10 20 12 1 23 C 24 2 12 20 12 1 7 FROZEN COOLER HEATER BAKERY 9 12 20 20 12 1 25 A 26 2 12 20 7 34 1 FROZEN COOLER HEATER BAKERY RESTROOM RECEPTACLES 9 20 12 1 27 B 28 1 12 20 12 8 DRINKING FOUNTAIN FROZEN MEATS EVAPORATOR 60' ISLAND FRAME HEATER 16 20 12 1 29 C 30 1 12 20 7 FROZEN MEAT HEATER 60' ISLAND FAN 12 1 39 20 12 1 31 A 32 1 12 20 7 20 12 FROZEN MEAT HEATER 41 1 C 42 1 20 12 1 33 B 34 1 12 20 10 DRINKING FOUNTAIN 20 12 1 35 C 36 1 12 20 20 12 1 37 A 38 1 12 20 20 12 1 39 B 40 1 12 1 20 20 12 1 1 41 C 42 1 1 12 1 20 LOAD CALCULATION (N. E. C. ARTICLE 220) NEW PANEL A LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 0.0 0.65 0.0 LIGHTING 8.88 1.25 11.1 HVAC 0.00 1.00 0.0 RECEPTACLES AND MISC 28.20 1.00 28.2 RECEPTACLES AND MISC 800 AMP 3PH VOLTAGE: 120/208V,310,4W A = 52.0 AMPS= 6.2 KVA MOUNTING: SURFACE TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS *UTILIZE 200 AMP SERVICE 39.3 360 109.17 PANEL SCHEDULE ARTICLE 220) NEW PANEL B LOAD CALCULATION 44,000 DEMAND FACTOR DEMAND LOAD 10,000 AIC 5.8 44,000AIC AIC 44,000 44,000 3.7 LIGHTING 0.00 LOAD BALANCE DATA NEW PANEL: "B" AIC AIC NEW MDP PANEL BUS: 150 AMP NEW 1-1/4" CONDUIT 0.0 RECEPTACLES AND MISC 800 AMP 3PH VOLTAGE: 120/208V,310,4W A = 52.0 AMPS= 6.2 KVA MOUNTING: SURFACE EXIST. NEW NEW POLES: 42 O PANEL"L1" (1) #10 CU GRND PANEL"L" PANEL"B" PANEL"Ait Q o0 100 AMP B = 51.0 AMPS= 6.1 KVA LOCATION: SEE PLANS 150 AMP 200 AMP 350 n = 200 ACK C P. PNL"A" REMARKS: 150 AMP MLO 3PH 3PH 3PH RACK Z`OAD -150 CT C = 32.0 AMPS= 3.8 KVA M.L.O. LOAD (AMPS) I CAB 300A DISCONNECT PNL ' �' RTU -1 I LOAD (AMPS) ITOTAL CONNECTED LOAD = 16.2 KVA DESCRIPTION A B C TRIP WIRE POLES CIRC LEG CIRC POLES WIRE TRIP A B C DESCRIPTION SAW MACH. 8 800 AMP 20 12 2 1 A 2 1 12 20 (4) 3/0 AWG THHN CU SAW MACH. 8 20 12 2 3 B 4 1 12 20 SAW MACH. 8 20 12 2 5 C 6 1 12 20 SAW MACH. 8 20 12 2 7 A 8 1 12 20 RECEPTACLES 4 20 12 1 9 B 10 1 12 20 SAW MACH. 8 20 12 2 11 C 12 1 12 20 SAW MACH. 8 20 12 2 13 A 14 1 12 20 RECEPTACLES 4 20 12 1 15 B 16 1 12 20 20 12 1 17 C 18 1 12 20 20 12 1 19 1 A 20 1 12 20 20 12 1 21 B 22 1 12 20 20 12 1 23 C 24 1 12 20 40 GAL EWH 28 30 10 2 25 A 26 1 12 20 40 GAL EWH 28 30 10 2 27 B 28 1 12 20 1 CONVENIENCE RECEPTACLES 20 12 1 29 C 30 1 12 20 6 COLUMN RECEPTACLES 20 12 1 31 A 32 1 12 20 20 12 1 33 B 34 1 12 20 6 RESTROOM RECEPTACLES 20 12 1 35 C 36 1 12 20 10 DRINKING FOUNTAIN 20 12 1 37 1 A 38 1 12 20 20 12 1 39 B 40 1 12 20 20 12 1 41 1 C 42 1 12 20 VOLTAGES DROP COMPLY WITH FBC ENERGY CONSERVATION 2014 FIFTH C405.73A EXTERIOR NOTE IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FIELD VERIFY EXISTING ELECTRICAL CONDITIONS. ANY UPGRADES FOR CODE CRITERIA COMPLIANCE, ETC. TO BE AT CONTRACTORS EXPENSE. VERIFY EXISTING CONDITION. NOTIFY ENGINEER IF ANY DISCREPANCY. COORDINATE WITH OWNER/UTILITY COMPANY IF EXISTING UTILITY TRANSFORMER WILL BE USED OR A NEW SERVICE WILL BE REQUIRED. i I ONE ONE LINE DIAGRAM E-5 SCALE = x*s #3/0 GROUND TO TWO 5/8" X 10' Cu. GRND. RODS _ SPACED A MIIN. OF 6'-0" APART, BLDG STEEL, AND 3/4" CWB. 3 SETS OF 4-300 MCM THHN IN 4"C BY LANDLORD LOAD CALCULATION (N.E.C. ARTICLE 220) NEW PANEL B LOAD CALCULATION 44,000 DEMAND FACTOR DEMAND LOAD 10,000 AIC 5.8 44,000AIC AIC 44,000 44,000 3.7 LIGHTING 0.00 1.25 AIC AIC NEW MDP PANEL 0.00 NEW NEW 1-1/4" CONDUIT 0.0 RECEPTACLES AND MISC 800 AMP 3PH METER SUB (4) #4 AWG THHW CU EXIST. NEW NEW 120 / 208V 3PH O PANEL"L1" (1) #10 CU GRND PANEL"L" PANEL"B" PANEL"Ait Q o0 100 AMP 200 AMP 150 AMP 200 AMP 350 n = 200 ACK C P. PNL"A" NEW 3PH M.L.O. 3PH 3PH 3PH RACK Z`OAD -150 CT RACK COMP M.L.O. M.L.O. M.L.O. PNL*B" 200A = = 20 CAB 300A DISCONNECT PNL ' �' RTU -1 2017-11-10 800 AMP RACK COND. NEW 2"CONDUIT NEW 2-1/2"CONDUIT MAIN BREAKER 60A DISCONNECT (4) 1/0 AWG THHN CU (4) 3/0 AWG THHN CU (1) #6 CU GRND (1) #6 CU GRND NOTE IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FIELD VERIFY EXISTING ELECTRICAL CONDITIONS. ANY UPGRADES FOR CODE CRITERIA COMPLIANCE, ETC. TO BE AT CONTRACTORS EXPENSE. VERIFY EXISTING CONDITION. NOTIFY ENGINEER IF ANY DISCREPANCY. COORDINATE WITH OWNER/UTILITY COMPANY IF EXISTING UTILITY TRANSFORMER WILL BE USED OR A NEW SERVICE WILL BE REQUIRED. i I ONE ONE LINE DIAGRAM E-5 SCALE = x*s #3/0 GROUND TO TWO 5/8" X 10' Cu. GRND. RODS _ SPACED A MIIN. OF 6'-0" APART, BLDG STEEL, AND 3/4" CWB. 3 SETS OF 4-300 MCM THHN IN 4"C BY LANDLORD LOAD CALCULATION (N.E.C. ARTICLE 220) NEW PANEL B LOAD CALCULATION CONNECTED KVA DEMAND FACTOR DEMAND LOAD FOOD SERVICE EQUIPMEN 5.8 0.65 3.7 LIGHTING 0.00 1.25 0.0 HVAC 0.00 N 1.00 0.0 RECEPTACLES AND MISC 10.44 p.9000 1.00 10.44 0� V M �M C0.0 TOTAL DEMAND VOLTAGE: 120/208,3 -PHASE DEMAND AMPS *UTILIZE 150 AMP SERVICE 14.2 360 39.40 REVISIONS.- Per EVISIONS:Per comments ;1-25-18 Per comments '!3-08-18 'DNI cn 0� U w n 0 n N >M p.9000 0� V M �M C0.0 Q o0 W Q I W H 3 0 U o Z (y) LL So m�ll 91- __ �0_ 4. j M (U M LL U Z ui U w F_ _ U a 0 0 ry a N J U r .Q 0 U ELECTRICAL SPECIRGAIIONSr 160715 SCOPE OF WORK PROVIDE LABOR AND MATERIALS FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. COMPONENTS NOT SHOWN, BUT REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING FOR THE MECHANICAL TRADE. COORDINATE WITH MECHANICAL CONTRACTOR ALL NECESSARY WIRING TO BE INSTALLED. DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. EXACT DEVICE LOCATIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL PLANS OR AS DIMENSIONED. IF NOT SHOWN ON THE ARCHITECTURAL PLANS OR DIMENSIONED ON THE ELECTRICAL PLANS, VERIFY EXACT LOCATION WITH THE ARCHITECT PRIOR TO ROUGH -IN. ELECTRICAL CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND SITE CONDITIONS PRIOR TO HIS BID. ANY DISCREPANCIES OR CODE VIOLATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO SUBMITTING THE BID. KEEP ONE SET OF ELECTRICAL PRINTS AT THE JOB SITE AND MARK THE DESIGN DRAWINGS WITH COLORED PENCILS AS ITEMS ARE INSTALLED. MARK DRAWINGS TO SHOW ACTUAL CONDUIT RUNS MADE DURING CONSTRUCTION. THESE MARKED PRINTS AND SHOP DRAWINGS SHALL SHOW PROGRESS TO DATE AND BE AN AS -BUILT RECORD. THESE DRAWINGS SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL UTILIZATION EQUIPMENT SHOWN ON THE DRAWINGS. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD. THE CONTRACTOR SHALL PERFORM ALL ACCEPTANCE TESTS REQUIRED OR RECOMMENDED BY EQUIPMENT MANUFACTURERS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER SEVEN (7) DAYS PRIOR TO TESTING AND SHALL ALLOW OBSERVATION OF THE TESTING BY THE ENGINEER OR DESIGNATED PERSON. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE ROUGH -IN REQUIREMENTS, LOCATIONS, ORIENTATION, VOLTAGE PHASE, HP, KW, ETC. FOR ALL ELECTRICAL, HVAC AND PLUMBING EQUIPMENT PRIOR TO ROUGH -IN. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER BEFORE CALLING FOR ANY INSPECTION BY THE LOCAL JURISDICTION AND SHALL GIVE THE ENGINEER THE OPPORTUNITY TO BE PRESENT AT EACH INSPECTION. THE ELECTRICAL CONTRACTOR SHALL FOLLOW THE GUIDELINE DRAWINGS AS TO CIRCUITING, DEVIATION OF SUCH SHALL BE APPROVED BY ARCHITECT/ENGINEER PRIOR TO INSTALLATION. ANY WORK NOT IN COMPLIANCE WITH THESE DRAWINGS WILL BE CORRECTED BY THE CONTRACTOR PRIOR TO COMPLETING ANY OTHER WORK, AT THE CONTRACTOR'S OWN EXPENSE. COORDINATION THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL, PLUMBING AND GENERAL CONTRACTORS, PRIOR TO ORDERING OR INSTALLATION OF ANY EQUIPMENT, TO VERIFY MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS ARE PROVIDED IN THE ELECTRICAL DESIGN. THE CONTRACTOR WILL NOT BE COMPENSATED FOR COSTS ASSOCIATED WITH CHANGING THE ELECTRICAL SYSTEMS TO MATCH UTILIZATION EQUIPMENT, EVEN IF THE ELECTRICAL WORK IS INSTALLED PER THE ELECTRICAL DRAWINGS. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL CONTACT ELECTRICAL. COMMUNICATIONS/DATA, CABLE TV, GAS, AND WATER UTILITY PROVIDERS (BLUE STAKE) AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION OF UNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING (PRIOR TO, COMMENCING WORK). DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. SUBST11U710NS: SUBSTITUTIONS OF MATERIALS OR PRODUCTS SHOWN HERIN SHALL BE AT THE OWNER'S, ARCHITECT'S OR ENGINEER'S WRITTEN APPROVAL ONLY WITH COPIES OF APPROVAL SENT TO ARCHITECT FOR PROJECT FILE. DEVIATION FROM THESE DRAWINGS WILL NOT BE ALLOWED. RECORD DRAWINGS: PROVIDE TWO (2) SETS OF "RECORD" DRAWINGS AND TWO (2) BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, GUARANTEES, ETC., ONE FOR THE OWNER AND ONE FOR BUILDING OPERATIONS DEPARTMENT. OBTAIN A COMPLETE SET OF RECORD DRAWINGS OF EXISTING CONSTRUCTION FROM THE OWNERS FOR INFORMATION ON EXITING CONDITIONS. INCORPORATE ANY EXISTING CONDITIONS ON NEW RECORD DRAWINGS REQUIRED TO SHOW THE "INSTALLED" INSTALLATION. CODES AND PEN17S PERFORM ELECTRICAL WORK IN ACCORDANCE WITH THE NEC, THE SPECIAL REQUIREMENTS AND AMENDMENTS OF THE GOVERNMENTAL BODY ISSUING THE ELECTRICAL PERMIT, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL FEES AND OBTAIN ALL PERMITS REQUIRED FOR THE ELECTRICAL WORK, AND CALL FOR ALL INSPECTIONS OF THE WORK. UTILITY COORDINATION THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DRAWINGS TO ELECTRICAL AND TELEPHONE COMPANY UTILITIES WITHIN ONE WEEK OF NOTICE TO PROCEED. THE CONTRACTOR SHALL NOT TRENCH OR INSTALL CONDUITS (ON THE UTILITY OR LOAD SIDE) TO THE SES, THE UTILITY TRANSFORMER (PRIMARY OR SECONDARY), OR TO THE UTILITY CONNECTION POINT BEFORE RECEIVING A FINAL DESIGN FROM THE UTILITY. THE CONTRACTOR SHALL NOT INSTALL EQUIPMENT PADS FOR THE SES OR ANY UTILITY EQUIPMENT (TRANSFORMERS, SWITCHING CABINETS, ETC) PRIOR TO RECEIPT OF FINAL PLANS FROM THE UTILITY. - THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ADDITIONAL WORK REQUIRED TO MEET THE REQUIREMENTS OF THE UTILITY WHICH IS THE RESULT OF PROCEEDING PRIOR TO RECEIPT OF A FINAL UTILITY DESIGN. TEMPORARY ELECTRICAL SERVICE IS TO BE FURNISHED BY ELECTRICAL SUB -CONTRACTOR. ALL TEMPORARY WIRING IS TO BE REMOVED WHEN ROOM SERVICE IS COMPLETE. GUARANTEE ALL WORK AND MATERIALS SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE YEAR AFTER DATE OF FINAL ACCEPTANCE. REPAIRS, REPLACEMENT (EXCEPT LAMPS) AND ADJUSTMENTS SHALL BE MADE DURING THIS PERIOD AT NO COST TO THE OWNER. MATERIALS AND EQUIPMENT ALL ELECTRICAL EQUIPMENT SHALL BE U.L. APPROVED AND COMMERCIAL GRADE. COPIES OF SHOP DRAWINGS AND DATA SHEETS ON ALL EQUIPMENT SHALL BE FURNISHED TO THE ARCHITECT FOR APPROVAL BEFORE EQUIPMENT IS ORDERED. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOFED. AIC RATING SHOWN AT PANEL BOARDS IS MINIMUM RATING FOR OVER CURRENT PROTECTIVE DEVICES. EACH DEVICE SHALL BE FULLY -RATED OR SERIES RATED WITH UPSTREAM DEVICE. OPERATE EACH ITEM OF EQUIPMENT AND PERFORM ADJUSTMENTS AS REQUIRED. SUBMIT PERFORMANCE VERIFICATION INFORMATION ON SPECIAL EQUIPMENT. HAVE THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE PERFORM A CHECK ON SPECIAL EQUIPMENT AND SUBMIT A MEMO STATING THAT THE EQUIPMENT IS OPERATING PROPERLY. MOUNT A TYPEWRITTEN DIRECTORY IN EACH PANEL SHOWING CIRCUIT NUMBERS, TYPE OF LOAD, AND AREA SERVED. FOR EACH EQUIPMENT ITEM NOT PROVIDED WITH CORD AND PLUG CONNECTION, THE CONTRACTOR SHALL VERIFY THE EQUIPMENT CONTAINS AN INTEGRAL UNIT SWITCH COMPLYING WITH NEC, 422-25. IF THE EQUIPMENT HAS NO UNIT SWITCH, PROVIDE A LOCK -OFF DEVICE AT THE BRANCH CIRCUIT BREAKER FEEDING THE EQUIPMENT. CONDUITS AND CONDUC710RS CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONS OF INSTALLATION. ALL WIRING SHALL BE IN CONDUIT. ABOVE GRADE CONDUIT SHALL BE RIGID OR EMT. BX/MC CABLE MAY BE USED WHERE PERMITTED BY LOCAL CODE. WHEN USED, BX AND MC CABLE MUST BE CUT USING AN APPROVED ARMORED CABLE CUTTER TO MAINTAIN A CLEAN CUT. THE USE OF HACKSAWS, PLIERS OR TWISTING AND BREAKING SHALL NOT BE PERMITTED WHEN CUTTING BX OR MC CABLE. CONDUIT EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE HEAVY WALLED GALVANIZED STEEL. ALL UNDERGROUND CONDUIT SHALL BE HEAVY WALLED GALVANIZED STEEL ASPHALTUM PAINTED, AND WRAPPED WITH ANTI -CORROSION TAPE (SLIPKNOT NO. 200 OR EQUAL) OR SCHEDULE 40 PVC WITH PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR. ALL CONDUITS THROUGH THE ROOF SHALL PENETRATE ROOF USING PROPER APPROVED ROOF FLASHING. NO CONDUITS TO BE RUN IN OR THROUGH DUCT WORK. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. ALL CONDUCTORS SMALLER THAN #6 AWG SHALL BE COPPER. ALUMINUM CONDUCTORS MAY BE USED OVER #6 AWG. CONNECTORS SUITABLE FOR USE WITH ALUMINUM CONDUCTORS SHALL BE USED WITH ALL ALUMINUM CONDUCTORS. SEALTITE OR LIQUIDTITE CANNOT EXCEED 6 FEET IN LENGTH AND MUST HAVE A COPPER GROUNDING CONDUCTOR EITHER INSIDE OR OUTSIDE THE CONDUIT. SEALTITE OR LIQUIDTITE CAN ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. INSTALL SEPARATE EQUIPMENT AND GROUNDING CONDUCTORS IN EACH RACEWAY SIZED IN ACCORDANCE WITH NEC TABLE 250-95. HOME RUNS MAY BE COMBINED IN COMMON CONDUITS AT CONTRACTOR'S DISCRETION, PROVIDED ALL N.E.C. REQUIREMENTS ARE MET. CONDUCTORS REQUIRED FOR CONTROL SHALL BE INCLUDED EVEN IF NOT EXPLICITLY SHOWN. SOME CONDUCTOR SIZES ARE BASED ON THE USE OF 75 DEGREE CENTIGRADE CONDUCTOR RATINGS. THE CONTRACTOR SHALL VERIFY, PRIOR TO INSTALLATION OF CONDUCTORS OR CONDUIT FEEDING ANY EQUIPMENT, THAT ALL ELECTRICAL EQUIPMENT IS RATED FOR USE WITH 75 DEGREE CENTIGRADE WIRING. IF ANY EQUIPMENT IS RATED FOR USE WITH LESS THAN 75 DEGREE CENTIGRADE CONDUCTORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR EVALUATION/CORRECTION. J -BOX AND EMPTY CONDUIT WITH PULL STRING SHALL BE PROVIDED AND INSTALLED WHERE CONTROL WIRING IS REQUIRED IN CONCELED SPACES. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE CONDUIT FROM DATA AND PHONE RECEPTACLES TO 6" ABOVE CEILING. PROVIDE AND INSTALL 2 -CAT -5 FROM ALL DATA AND PHONE RECEPTACLES TO THE TELEPHONE TERMINAL BOARD OR ROUTER UNLESS REQUIRED DIFFERENT BY OWNER. COORDINATE TERMINATION WITH GENERAL CONTRACTOR. DISCONNECTS AND RECEPTACLES PROVIDE DISCONNECTING MEANS FOR ALL EQUIPMENT PER N.E.C. PROVIDE EQUIPMENT SERVICE RECEPTACLES AS REQUIRED BY CODE. UNLESS OTHERWISE NOTED, ALL EQUIPMENT DISCONNECTS SHALL BE NEMA TYPE 3R, FUSIBLE, 3 POLE. FUSE PER EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL RECEPTACLES MOUNTED WITHIN 6'-0" OF SINK, ALL REST ROOMS AND EXTERIOR MOUNTED SHALL BE GFI TYPE. DEVICE BOXES SHOWN BACK-TO-BACK SHALL BE OFFSET A MINIMUM OF TWELVE (12) INCHES TO REDUCE SOUND TRANSMISSION BETWEEN ROOMS. U1GHTING WHERE THE PLANS INDICATE A LIGHT FIXTURE IS TO BE PROVIDED WITH SPECIAL FEATURES/SWITCHING (DIMMING, EMERGENCY, THREE-LEVEL, ETC) THE CONTRACTOR SHALL PROVIDE THESE FIXTURES WITH THE APPROPRIATE BALLASTING TO ACCOMMODATE THE SPECIAL FEATURE. THE CONTRACTOR SHALL PROVIDE THE FIXTURES AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE, WITH MODIFICATIONS AS REQUIRED BY PLAN NOTES. PROVIDE JUNCTION BOXES AS REQUIRED BY THE NEC FOR LIGHTING FIXTURES AND SPLICE LOCATIONS. WIRE RATED AT 150 DEGREES CENTIGRADE IS REQUIRED FOR ALL INCANDESCENT LIGHTING FIXTURES. FIXTURE WIRE RUNNING PAST A BALLAST MUST BE RATED AT LEAST 90 DEGREES CENTIGRADE MINIMUM. ALL EMERGENCY LIGHTING SHALL BE ON THE NORMAL LIGHTING CIRCUIT OF THE ROOM IT IS IN, AHEAD OF ANY SWITCHES. EXIT SIGNS SHALL BE ILLUMINATED IN BOTH NORMAL AND EMERGENCY MODES. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NO LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. NOTE: A FUNCTIONAL ILLUMINATION TEST OF THE EMERGENCY LIGHTING WILL BE MADE BY USING A LIGHT METER TO MEASURE FOOTCANDLES, PRIOR TO FINAL CERTIFICATE OF OCCUPANCY INSPECTION. (ADDITIONAL LIGHTING UNITS MAY BE NEEDED.) LIGHT FIXTURES IN SUSPENDED CEILINGS SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL BUILDING CODES. INSTALL (OR VERIFY THE EXISTENCE OF) A #12 GAGE HANGER WIRE WITHIN 3" OF EACH CORNER OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. FOR FIXTURES WEIGHING LESS THAN 56 POUNDS, THESE WIRES MAY BE SLACK. FOR FIXTURES WEIGHING 56 POUNDS OR MORE THESE WIRES SHALL BE TIGHTENED TO CARRY THE FULL WEIGHT OF THE FIXTURE. PENDANT -HUNG FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE WITH A #9 GAGE WIRE OR OTHER APPROVED SUPPORT METHOD WHICH DOES NOT DEPEND ON THE CEILING SUPPORT SYSTEM. LIGHT FIXTURES MOUNTED IN CEILINGS, WHICH FORM AN AIR -HANDLING SPACE (PLENUM), SHALL BE SPECIFICALLY LISTED FOR SUCH INSTALLATION. LIGHT FIXTURES MOUNTED IN FIRE -RATED CEILINGS SHALL BE SPECIFICALLY LISTED TO MAINTAIN THE FIRE RATING. MOTORS WHERE A MANUAL MOTOR STARTER IS SHOWN ON THE PLANS, THE CONTRACTOR SHALL VERIFY THE DEVICE PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT". WHERE A COMBINATION CONTROLLER IS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL VERIFY THE DEVICE PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT' AND IS LISTED AS A BRANCH CIRCUIT OVERLOAD AND SHORT-CIRCUIT PROTECTIVE DEVICE. INTERCONNECTS THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDUIT AND WIRE INTERCONNECTS BETWEEN ANY ANSUL SYSTEMS, HOODS, LIGHTING AND HVAC. FIRE ALARM SYSTEM (WHERE APPLICABLE) SYSTEM SHALL BE IN ACCORDANCE WITH STATE AND LOCAL AUTHORITIES FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A CONTRACTOR LICENSED TO PERFORM SUCH WORK, AND WHO ALSO HOLDS A CURRENT PERMIT FOR SUCH WORK. SEE PLANS FOR QUANTITIES AND LOCATION OF DEVICES. ONE SET OF APPROVED DRAWINGS MUST BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE INSPECTOR ON DEMAND. THE CONTRACTOR SHALL SCHEDULE A COURTESY PRE -INSPECTION BY THE FIRE INSPECTOR AFTER DEVICES HAVE BEEN ROUGHED -IN, PRIOR TO CLOSING IN OF WALLS AND CEILINGS. PROVIDE AT LEAST 72 HOURS ADVANCED NOTICE TO THE INSPECTOR AND THE ELECTRICAL ENGINEER. THE FIRE DEPARTMENT SHALL WITNESS THE FINAL ACCEPTANCE TEST OF THE ALARM SYSTEM. CALL TO SCHEDULE AN APPOINTMENT AT LEAST 72 HOURS IN ADVANCE. THE CONTRACTOR SHALL PROVIDE THE FIRE INSPECTOR ONE COPY OF A "FIRE ALARMS SYSTEM CERTIFICATION AND DESCRIPTION" RECORD WITH SECTION 1 AND SECTIONS 3 THROUGH 9 FULLY FILLED OUT IMMEDIATELY PRIOR TO THE START OF THE FINAL ACCEPTANCE TEST. ONE COPY OF THE COMPLETED FORM WILL THEN BE GIVEN TO THE INSPECTOR IMMEDIATELY UPON SUCCESSFUL COMPLETION OF THE TEST. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE PLAN OF THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEER FOR APPROVAL. THE PLAN SHALL INDICATE THE MOUNTING HEIGHT OF EACH DEVICE, IT'S AREA OF COVERAGE (AS LISTED BY THE MANUFACTURER FOR THE SPECIFIC INSTALLATION), AND ROUTING OF INTERCONNECTING CONDUITS. THE ELECTRICAL CONTRACTOR SHALL FURNISH A -COMPLETE POINT-TO-POINT WIRING DIAGRAM OF THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SIZE ALL CIRCUITS (INITIATION AND NOTIFICATION) SO THAT AN ADDITIONAL 25% IN THE NUMBER OF DEVICES COULD BE ADDED WITHOUT HAVING TO INCREASE WIRE SIZE, POWER SUPPLY, OR BATTERY SIZE. FOR CALCULATION PURPOSES, ASSUME THE ADDITIONAL DEVICES HAVE THE SAME LOAD AS THE LARGEST DEVICE ON THE CIRCUIT, AS DESIGNED. FIRE CONDUCTORS SHALL BE #14AWG MINIMUM, SHALL BE IN ACCORDANCE WITH ARTICLE 760-16 OF THE NEC, AND SHALL BE AS RECOMMENDED BY THE FIRE ALARM EQUIPMENT MANUFACTURER, FIRE ALARM CONDUIT SHALL BE 3/4" MINIMUM CONDUIT AND CABLE SHALL BE RUN IN A CLASS 'A' CONFIGURATION. ALL RETURN WIRES SHALL BE PHYSICALLY SEPARATED FROM OUTGOING WIRES BY A DISTANCE OF NO LESS THAN 6'-0'. ELECTRICALLY OPERATED WATERFLOW ALARM DEVICES ATTACHED TO SPRINKLER SYSTEMS TO PROVIDE REQUIRED SUPERVISION SHALL BE INTERCONNECTED TO THE FIRE ALARM SYSTEM IN ACCORDANCE WITH THE APPROPRIATE NFPA STANDARD. ALARM SYSTEM SUPERVISION OF SPRINKLER SYSTEM TROUBLE AND WATERFLOW INDICATIONS IN BUILDINGS MORE THAN ONE STORY HIGH, SHALL BE PROVIDED BY THE FIRE ALARMS SYSTEM IN ACCORDANCE WITH NFPA-13. ALL DEVICES AND MOUNTING HEIGHTS TO MEET ADA REQUIREMENTS. DEMOLI7ION (WHERE APPUCABLE:i FOR EQUIPMENT BEING REMOVED AND REPLACED, THE CONTRACTOR SHALL DE -ENERGIZE THE EQUIPMENT AND MAKE -IT SAFE PRIOR TO REMOVAL COMPLY WITH OSHA REQUIREMENTS FOR LOCKING -OUT AND TAGGING EQUIPMENT TO PREVENT INADVERTENT RE -ENERGIZING. WHERE EQUIPMENT IS BEING REMOVED, BUT NOT REPLACED, REMOVE THE CONDUCTORS FEEDING THE EQUIPMENT BACK TO THE POINT WHERE THEY RECEIVE POWER (CIRCUIT BREAKER OR BRANCH CIRCUIT TAP). REMOVE ACCESSIBLE CONDUITS. ABANDON IN-PLACE INACCESSIBLE CONDUITS. AFTER REMOVAL OF EQUIPMENT, REPAIR ANY OPENING LEFT TO MATCH SURROUNDING WALLS, CEILINGS, OR FLOORS TO THE OWNER'S SATISFACTION. COORDINATE WITH THE OTHER TRADES, PRIOR TO THE BID, AND INCLUDE IN THE BASE BID THE ELECTRICAL DISCONNECTION OF ANY EQUIPMENT BEING DEMOLISHED, EVEN IF NOT EXPLICITLY IDENTIFIED IN THE ELECTRICAL PLANS, UNLESS NOTED OTHERWISE. REMOVE ALL DEMOLISHED EQUIPMENT FROM THE PROPERTY AND DISPOSE OF IT PROPERLY (IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS). FEES ASSOCIATED WITH DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. MAIN DISCONNECT METER METAL FRAME OF BUILDING AWG CU. NOT REQUIRED TO BE LARGER THAN 6 AWG CU__�_� JAL � oinIN 4 AWG CU. NOT REQUIRED TO BE LARGER THAN 4 AWG CU IIIb I i -7Tl-.1 PANEL (A) IG CU. CONCRETE—ENCASED ELECTRODE PER NEC250.50 a .11 :.:.:.:.:.:.:.:.:.:.:.:.... .:.:.: a v a da a .. .......... .................... ...................G�pOND• RfaG.............................................................. • • . . . . • .................'.'.'.'.'.'.'.'.'.'..............' ' 2 X 3/4' X 10' GROUND ROD REQUIRED TO BE NOT LESS THAN 2 AWG CU INSTALL PER N.E.C. 2008 GROUNDING ELECTRODE SYSTEM NOT TO SCALE NOT TO SCALE 1 6 00 v� AArb�, e 0 REVISIONS: Per comments 1-25-18 " Per comments 3-08-18 'ONI w 0� U W 0 N>M ;S U 0 U M C M 0.2 7B o�g a W U A A pq O O A z Q EXISTING --------- GREASE ---GREASE TRAP TO REMAIN. CONTRACTOR TO VERIFY EXISTING i PARI CONDITIONS TO°" CONNECT TO EXISTING 4" GREASE LINE ON THIS VICINITY. FIELD VERIFY FLUM51NG EQUIPMENT 4 FIXTURE SCHEDULE >�PEGMPTION o� HS HAND SINK AMERICAN STANDARD 0124.024 COMRADE COUNTERTOP, STAINLESS STEEL SINK. IWH INSTANTANEUS A LL, WATER HEATER Lt FD FLOOR DRAIN ZURN, Z-540 12" MEDIUM DUTY DRAIN WITH SUR—SET BUCKET FS FLOOR SINK ZURN Z-1900-4 SANI—FLOR RECEPTOR, 12" x 12" x 6" WITH SEDIMENT BUCKET, �M DEEP CAST BODY AND TRAP PRIMER. PROVIDE 1/2 GRATES IN SERVING AREA. TP TRAP WATTS SERIES A200 AUTOMATIC TRAP PRIMER WITH AIR GAP VACUUM Q PRIMER BREAKING PORTS. PROVIDE LOCKING 10"x10" FRAMED S.S. ACCESS PANEL WHA WATER HAMMER WATTS SERIES 15. af ARRESTOR MOP MOP SINK TO BE DECIDED BY OWNER. CO CLEAN OUT JOSAM, MODEL 58680 SERIES ROUND COATED CAST IRON WITH ACCESS FRAME Q � wWITH ANCHOR FRANGES AND HEAVYU—DUTY SCORIATED SECURED COVER. 3—COMP 3—COMPARTMENT EAGLE GROUP. MODEL: 414-17.5-3-18. HEAVY GAUGE TYPE 304 STAINLESS SINK SINK STEEL OR EQUAL 3 z Q AMERICAN STANDARD 0124.024 COMRADE WALL—HUNG, VITREOUS CHINA, HLAV HANDICAP LAVATORY. PROVIDE LEVER HANDLE TO MEET ANSI A117.1M HANDICAP o o LAVATORY SPECIFICATION, OR EQUAL. (y) HANDICAP AMERICAN STANDARD 2216.143 CADET II 16-1/8- H ELONGATED, VITREOUS CHINA, HWC WATER CLOSET TOILET. PROVIDE 3107.011 BOWL, 4072.015 TANK, AND 5324.019 SEAT. MEETS OR EXCEEDS ASME A112.19.2 M FOR VITREOUS CHINA FIXTURES, OR EQUAL. EWH ELECTRIC A.O.SMITH 40 GAL ELECTRIC WATER HEATER. 240 VOLT. 30 AMP WATER HEATER GT GREASE TRAP 1250 GAL EXISTING GREASE TRAP BY LANDLORD INTERCEPTOR REVISIONS. Per comments 1-25-18 'ONI cn o� Id U A LL, Lt F- n 0 N N �M >_ p v a0 o� Q Q C �M M af U l^ m Q 0 oQ W U A A i (') >_ CU (y) o� Q Q ~ � LLI � A Q � r J 1:3 LL_ I I` 3 z Q � � U o o Z (y) Q LL U Z U w H 2 U tr Q 0 0 ry N J U SEPARATE TENANT I I I I ---------------J------L--- I I I I I I I I I I I I --------------------------J 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 I I I I I I I I I =/EXIT 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 I I I I I I I I I I I I I I I I I I I --------------------------J REVISIONS. Per comments ,1-25-18 'ONI cn HS HAND SINK AMERICAN STANDARD 0124.024 COMRADE COUNTERTOP, STAINLESS STEEL SINK. IWH INSTANTANEUS WATER HEATER FD FLOOR DRAIN ZURN, Z-540 12" MEDIUM DUTY DRAIN WITH SUR -SET BUCKET FS FLOOR SINK ZURN Z-1900-4 SANI-FLOR RECEPTOR, 12" x 12" x 6" WITH SEDIMENT BUCKET, DEEP CAST BODY AND TRAP PRIMER. PROVIDE 1/2 GRATES IN SERVING AREA. TP TRAP WATTS SERIES A200 AUTOMATIC TRAP PRIMER WITH AIR GAP VACUUM ` PRIMER BREAKING PORTS. PROVIDE LOCKING 10"x10" FRAMED S.S. ACCESS PANEL. WHA WATER HAMMER WATTS SERIES 15. ARRESTOR V M U m , MOP MOP SINK TO BE DECIDED BY OWNER. CO CLEAN OUT JOSAM'MODEL 58680 SERIES ROUND COATED CAST IRON WITH ACCESS FRAME wWITH ANCHOR FRANGES AND HEAVYU-DUTY SCORIATED SECURED COVER. 3 -COMP 3 -COMPARTMENT EAGLE GROUP. MODEL- 414-17.5-3-18. HEAVY GAUGE TYPE 304 STAINLESS SINK SINK STEEL OR EQUAL. AMERICAN STANDARD 0124.024 COMRADE WALL -HUNG, VITREOUS CHINA, HLAV HANDICAP LAVATORY. PROVIDE LEVER HANDLE TO MEET ANSI A117.1M HANDICAP LAVATORY SPECIFICATION, OR EQUAL HANDICAP AMERICAN STANDARD 2216.143 CADET II 16-1/8- H ELONGATED, VITREOUS CHINA, HWC WATER CLOSET TOILET. PROVIDE 3107.011 BOWL, 4072.015 TANK, AND 5324.019 SEAT. MEETS OR EXCEEDS ASME A112.19.2 M FOR VITREOUS CHINA FIXTURES, OR EQUAL ELECTRIC EWH A.O.SMITH 40 GAL ELECTRIC WATER HEATER. 240 VOLT. 30 AMP WATER HEATER GT GREASE TRAP 1250 GAL EXISTING GREASE TRAP BY LANDLORD INTERCEPTOR I I I I ---------------J------L--- I I I I I I I I I I I I --------------------------J 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 I I I I I I I I I =/EXIT 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 I I I I I I I I I I I I I I I I I I I --------------------------J REVISIONS. Per comments ,1-25-18 'ONI cn 0F_ U W 0 N jM N ` U o�l U M V M U m , ami o(.5g a W U A 0 n Mw (') CU (') J LL. POTABLE RISER P_2 NOT TO SCALE 'ON! cn 0� U W Lt O r - N o�� U o M DC M U o.. O W U D A Q CLI D > n PCI m m ip" U Z U W F- U ry Q O 0 Of Q N J U s rn T o_ 0 U PLUMBING SPECIFICATIONS — 150715 SCOPE OF WORK: PROVIDE LABOR AND MATERIALS FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. COMPONENTS NOT SHOWN, BUT REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DEVISES AS INDICATED ON THE ARCHITECTURAL/ENGINEERING PLANS OR AS DIMENSIONED. IF NOT SHOWN ON THE ARCHITECTURAL PLANS OR DIMENSIONED ON THE PLUMBING PLANS, VERIFY EXACT LOCATION WITH THE ARCHITECT PRIOR TO ROUGH—IN. PLUMBING CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND SITE CONDITIONS PRIOR TO HIS BID. ANY DISCREPANCIES OR CODE VIOLATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO SUBMITTING THE BID. PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE LOCAL CODES, AND UTILITY COMPANY REGULATIONS. PLUMBING CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS DURING PRE—BID SITE VISITS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL REQUIRED DEMOLITION IN AREAS UNDERGOING MODIFICATION, WHETHER OR NOT SUCH WORK IS INDICATED ON THE DRAWINGS. DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE ACCOMPLISHMENT OF WORK UNDER THE VARIOUS PHASES AND IN COORDINATION WITH THE WORK OF OTHER TRADES. CONTRACTOR SHALL EXAMINE ALL ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. KEEP ONE SET OF PLUMBING PRINTS AT THE JOB SITE AND MARK THE DESIGN DRAWINGS WITH COLORED PENCILS AS ITEMS ARE INSTALLED. MARK DRAWINGS TO SHOW ACTUAL CONDUIT RUNS MADE DURING CONSTRUCTION. THESE MARKED PRINTS AND SHOP DRAWINGS SHALL SHOW PROGRESS TO DATE AND BE AN AS—BUILT RECORD. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL OTHER CONTRACTORS BEFORE INSTALLATION OF HIS WORK IN CHASES, CEILING SPACES AND OTHER AREAS WHERE CONFLICTS MAY OCCUR. INSTALLATION: ALL PIPING SHOWN IS SCHEMATIC. IT IS NOT POSSIBLE TO INDICATE EVERY OFFSET, ELBOW, UNION, VALVE, TRAP, ACCESS PANEL, ETC. THAT IS REQUIRED FOR A PROPERLY WORKING SYSTEM. NO ADDITIONAL COST WILL BE ALLOWED FOR FITTINGS THAT ARE REQUIRED TO INSTALL THE PIPING SYSTEM WITHIN THE SPACE PROVIDED AND ARE REQUIRED FOR A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH ALL OF THE REQUIREMENTS OF THE CODES AND REGULATIONS. PERFORM ALL EXCAVATION REQUIRED FOR UNDERGROUND PLUMBING LINES. ALL EXCAVATION SHALL BE MADE IN A MANNER TO PROVIDE A UNIFORM BEARING FOR ALL PIPES. AFTER WORK HAS BEEN INSPECTED AND APPROVED, EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH PLACED IN LAYERS NOT OVER SIX (6) INCHES DEEP AND THOROUGHLY COMPACTED TO PREVENT SETTLEMENT. EXCAVATION BELOW THE REQUIRED GRADE SHALL BE REFILLED WITH SAND OR GRAVEL. WHERE ROCK IS ENCOUNTERED, IT SHALL BE EXCAVATED TO THREE (3) INCHES BELOW THE REQUIRED GRADE AND FILLED WITH SAND AND FINE GRAVEL. EXCESS MATERIAL FROM EXCAVATIONS SHALL BE REMOVED FROM PROPERTY UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. SANITARY OR STORM DRAIN PIPE AND FITTINGS INSTALLED BELOW SLAB ON GRADE FLOOR SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. 10. SANITARY WASTE AND VENT PIPE, OR STORM DRAIN PIPE AND FITTINGS INSTALLED ABOVE GROUND SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. SANITARY DRAINAGE SYSTEM SHALL BE WATER TESTED BEFORE FINAL CONNECTION TO THE SANITARY SEWER. ALL OPENINGS SHALL BE PLUGGED EXCEPT THE HIGHEST OPENING, WHICH SHALL PRODUCE A MINIMUM OF A 10 FOOT HEAD. THE SYSTEM SHALL RETAIN THE WATER LEVEL FOR AT LEAST FIFTEEN (15) MINUTES AT WHICH TIME ALL JOINTS SHALL BE INSPECTED AND ALL OBSERVED LEAKS CORRECTED. DOMESTIC WATER PIPING., SOFT COPPER TYPE "K" ; RUN UNDER SLAB ON GRADE FLOOR USE CAST BRASS FLARED TYPE FITTINGS. HARD COPPER TYPE "L" ONLY CAN BE USED ABOVE GROUND. FITTINGS SHALL BE CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS. CPVC: SCHEDULE 80 MAXIMUM 2" DIAMETER. SOLDER SHALL BE LEAD FREE, HAVING A COMPOSITION SIMILAR TO 95.5 TIN, 4 % SILVER AS MANUFACTURED BY ENGELHARD % COPPER, AND 0.5 CORPORATION OR EQUAL. OTHER COMPONENTS: PROVIDE "WATTS" NO. 8A 'VACUUM BREAKER ON ALL HOSE BIBS AND WALL HYDRANTS. VALVES IN DOMESTIC WATER PIPING, 2" AND SMALLER SHALL BE BRONZE BODY WITH FULL PORT STAINLESS STEEL BALL, AND LEVER HANDLE. STERILIZATION: THE ENTIRE WATER DISTRIBUTION SYSTEM SHALL BE STERILIZED WITH A SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL SPECIFICATION BB—C-120 OR CALCIUM HYPOCHLORITE OR CHLORINATED LIME CONFORMING TO FEDERAL SPECIFICATION, 0—C-114. INTRODUCE INTO THE SYSTEM IN AN APPROVED MANNER. ALLOW THE STERILIZING SOLUTION TO REMAIN IN THE SYSTEM FOR 24 HOURS, DURING WHICH TIME ALL VALVES AND FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES. AFTER STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN 0.2 PARTS PER MILLION UNLESS OTHERWISE DIRECTED. PRESSURE TESTING: WATER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF NOT LESS THAN 100 PSI FOR A PERIOD OF 24 HOURS WITH A PRESSURE LOSS NOT IN EXCESS OF 1 PSI. INSULATION: INSULATION FOR DOMESTIC WATER PIPING SHALL BE 3/4' THICK, PREFORMED FIBERGLASS WITH VAPOR BARRIER JACKET. AT CONTRACTOR'S OPTION HE MAY USE 3/8' THICK PRE—MOLDED FOAM PLASTIC SIMILAR TO "ARMAFLEX" INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUBSTANTIAL COMPLETION: THE CONTRACTOR SHALL FURNISH OWNER A CERTIFICATE STATING THAT ALL TESTS HAVE BEEN PERFORMED AND THAT ALL OF THE PIPING SYSTEMS ARE FREE OF DEFECTS, IN MATERIAL AND WORKMANSHIP AND ALL SYSTEMS HAVE SUCCESSFULLY PASSED THE TESTS. THIS CERTIFICATE SHALL BE SIGNED BY THIS CONTRACTOR. GUARANTIES: GUARANTEE ALL WORK FOR WHICH MATERIALS ARE FURNISHED, FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY— ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY— ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. FOR FACTORY—ASSEMBLED EQUIPMENT AND DEVICES ON WHICH THE MANUFACTURERS FURNISH STANDARD PUBLISHED GUARANTEES AS REGULAR TRADE PRACTICE, OBTAIN SUCH GUARANTEES AND REPLACE ANY SUCH EQUIPMENT WHICH PROVES DEFECTIVE DURING THE LIFE OF THESE GUARANTEES. OVAL FUNNEL FOR FS -2 FLOOR ! 1/2" QUARRY TILE I SEE STRUCT. DWGS. FOR SLAB THK. DISTANCE IS EQUAL TO 1-1/2 TIMES THE DIAMETER OF PIPE BEING DRAINED ___Limon \ ` COMPACTED SAND \` SANITARY LINE INDIRECT DRAIN CONNECTION DETAIL NOT TO SCALE CONCRETE DISH O DRAINS FLOOR AT O2 O3 36" FINISHED FLOG 18" FLOOR SLAB e' a.' d °° , d °' : a. d ORE DRILL OPENING FOR DRAIN BODY FLOOR DRAIN (FD) O6 OR HUB DRAIN FID : A. USE FD BODY F R D OR HD (AS REQUIRED TO OBTAIN CLAMPING DEVICE FOR FLASHING.) INVERT SEE DRAWINGS FOR PIPE© SIZE AND LOCATION. "P" TRAP (SAME SIZE AS FD OR HD) O FOR SANITARY WASTES ONLY. O FLASHING (FOR AREAS ABOVE GRADE): MINIMUM 4 LB., ONE PIECE, LEAD FLASHING, 36" SQUARE, OR MINIMUM 40 MIL, ONE PIECE, CHLORINATED POLYETHYLENE (CPE) FLASHING, PER ASTM D4068, 36" SQUARE. ACCEPTABLE MANUFACTURERS: CHLORALOY 240, AS MANUFACTURED BY THE NOBLE COMPANY. O FLASHING TO BE CLAMPED INTO DRAIN COLLAR. ® OMIT STRAINER TOP FOR HUB DRAIN (HD). O5 WHEN HD IS ON FINISHED GRADE, OMIT FLASHING AND FD BODY. SET PIPE OHUB FLUSH WITH FINISHED FLOOR. 6 SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR DRAIN DIAGRAM NOT TO SCALE FL UM5 INC- LEGEND 6ymew L DlBCRIPTI4N SAN— SANITARY DRAIN PIPING SANITARY VENT PIPING - POTABLE COLD WATER PIPING — - - POTABLE HOT WATER PIPING —0 FLOOR DRAIN 3mo FLOOR CLEAN OUT i SLOPE -1/2- TYPICAL FLOOR SINK DETAIL NOT TO SCALE BRASS COVER SECURED WITH SCREWS THREADED BRASS C.O. PLUG ADJUSTABLE COLLAR FINISH FLOOR TYPICAL CLEAN-OUT DETAIL NOT TO SCALE 3/4" HOT WATER 3/4" CI PRESSUR RELIEF V MIN 6" A TANK 1/2 1$ TO EXTERIOR ISL IU CJS ir-RIUM WATER HEATER DETAIL J VALVE IALKINS MODEL WXT-1 HERMAL EXPANSION TANK .0 GALLONS IN ,CCORDANCE WITH THE 1997 SPC 613.2. EE PLAN FOR APACITY THERMOPLASTIC PAN TRAP PRIMER FITTING FINISHED FLOOR — FLOOR DRAIN CHROME PLATED SUPPLY, McGUIRE OR EQUAL. FIXTURE STOP 1/2' TRAP PRIMER LINE WITH SLOPE TO FLOOR DRAIN. WMIN. 6' DEEP SEAL TRAP TRAP PRIMER DIAGRAM NOT TO SCALE W U D A ED GLI a_ r- 0 N > M 2 000 n U c Z' I L.W% M U u.. ami O Q 0 0,* A pq U Z LL 0 0 co A LL. z Q S�Pv o , fLXD A :94` U r _ r Y� EGI P ip.