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HomeMy WebLinkAboutBUILDING PLANST. LUCIE COUNTY FIRE DISTRICT REVIEWED OR COMPLIANCE SUBJECT TO FIELD INSPECTION SEE ATTACKED REV.I SHEET REVIEWED BY: DATE: BLOM DATE: EXEC: DATE: DATE: MECH:' DATE: 44 Z1 THEE P!-VIS kK A1.2. PROPOSED KIN ARE SUaJ C i as ANY f:,r? ECT Jit3 REAUIFED R°f F1ZU !t6�CTGRS ":. i MAYBE ZCc 4e(IW ORDER TO COMPLY WiTa AU AAWAZ, ,ll _ ;� �IL-a St. Lucie County Becker House Remodeling for the St. Lucie County Department of Environmental Resources St. Lucie County Board of County Commissioners 2300 Virginia Avenue Fort Pierce, FL 34982 Construction Document Submittal July 15, 2015 Don Bergman ARCHITECTURE, LLC License Na AA 26002432 © 2013 Don Bergman Architecture LLC DBA Project No. 15-012 Drawing N0.: C� 1 .15 . NNED Stuemmy �;L COpY PARTITION PARTITION ON STRUCTURAL GRID CENTER LINE DIMENSIONED PARTITION OFF STRUCTURAL GRID IDENTIFICATION ONLY IF PARTITION IS NOT TYPICAL COMPOSITION TYPICAL PARTITION DETAILED AND IDENTIFIED IN SECTION AS DRAWING'P' FLOOR PLAN -- SCALE: 1/4'=1'-0' — - GRAPHIC IDENTIFICATION LINE ALPHABET DRAWING STANDARDS CONSTRUCTION LINE FOR; OUTLINE OF COLUMNS, PARTITIONS FLOOR SLABS ETC. CENTER LINE, PROPERTY LINE OR IDENTIFIED ON PLATES MATCH LINE INDICATES DIRECTION OF MATCH AND NUMBER OF SHEET MATCH DRAWING IS LOCATED SPECIALTY LINES IDENTIFIED USAGES ARE INDICATED ON PLANS SETBACK -EASEMENT -WATER - SEWER -ETC. DRAWING IDENTIFICATION LETTER - SCALE A A DRAWING LETTER - STRUCTURAL GRID COLUMN LINES BUILDING SECTION A-1 SHEET NUMBER j- NUMBER GRAPHIC MATERIAL LEGEND _I= - EARTH NATURAL OR FILL POROUS FILL REINFORCED CONCRETE LIGHTWEIGHT CONCRETE CONCRETE BLOCK BRICK UNITS STONE OR PRECAST UNITS STEEL ALUMINUM ROUGH LUMBER ANY SPECIES DETAILED FINISHED WOOD ANY SPECIES DETAILED PLYWOOD ANY GRADE OR PLY DETAILED BLANKET OR BATT INSULATION RIGID INSULATION GYPSUM OR CEMENT PLASTER OR DRYWALL PLASTER LATH WHERE DETAILED ACOUSTICAL TILE OR BOARD AREA CROSS REFERENCED TO DASHED OUTLINE NDENTIFIES DOOR INDICATION GENERAL REVISIONS SECTION OR PLAN ENLARGEMENT -DOONUMBER R -- DRAWING NUMBER DENOTES DIRECTION NORTH - INDICATES AREA REVISED Al -- - SHEET NUMBER WINDOW INDICATION - !- WEVbOW NUMBER - COMPASS ROSE DRAWING NUMBER OF ELEVATION LOCATED ON DRAWINGS A-� z SHEET NUMBER too ROOM NUMBER INDICATION SYMBOL SHOWN ON PLAN ROOM NUMBER 21'-62.5 N.G.y.D INDICATES VERT. ELEVATION _ -- INDICATES REVISION NUMBER M D RooR INDICATES FLOOR OR LEVEL LOUVER INDICATION AND DATE SHOWN ON SHEET - LOUVER NUMBER DETAIL MANUAL -- - — DRAWING LETTER A WALL SECTION A-1 -- — SHEET NUMBER DETAIL NUMBER REFERENCED IN SEPERATE DETAIL MANUAL PAGE SECTION GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES / AGENCIES HAVING JURISDICTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN BY THESE DOC- UMENTS AND FOR COORDINATION WITH ANY AND ALL OTHER DOCUMENTS PREPARED BY OTHERS. 3.ALL RATED PARTITIONS AND/OR ASSEMBLIES SHALL MEET APPROPRIATE U.L. STANDARDS AND ALL PENETRATIONS THRU RATED CONSTRUCTION SHALL CONFORM WITH APPLICABLE RATED ASSEMBLY INSTALLATION. 4.ALL WORK REQUIRED TO BE EXECUTED BY SUBCONTRACTORS SHALL BE PERFORMED BY COMPETENT FIRMS EXPERIENCED IN THE INSTALLATION OF THEIR SPECIFIC WORK. EACH SUBCONTRACTOR MUST HOLD CURRENT STATE REGISTRATION OR ST. LUCIE COUNTY CERTIFICATE OF COMPETENCY, AS WELL AS OTHER LICENSES WHICH MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY IN WHICH THE PROJECT IS LOCATED, 5.BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL RELATED TRADES. 6.THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY DEVICES AND EQUIPMENT TO ENSURE SAFE, FULLY OPERATIONAL AND WORKABLE SYSTEMS AND BUILDING. TTERMITE CONTROL SHALL BE PROVIDED BY APPLICATION OF SOIL TREATMENT SOLUTION CONSISTING OF CHLORPYRIFOS (DURSBAN TC) 1.0 PERCENT IN WATER EMULSION BELOW ALL SLABS ON GRADE, INTERIOR AND EXTERIOR FOUNDATION PERIMETERS TO A DISTANCE OF FIVE FEET BEYOND BUILDING EXTERIOR AND CARRY A FIVE YEAR GUARANTEE. B.GYPSUM WALLBOARD SHALL COMPLY WITH ASTM C36 AND SHALL BE 5/8" THICK. PROVIDE DENSHIELD AT WALLS BEHIND WET AREAS. DRAWING INDEX ARCHITECTURAL CS-1 Cover Sheet No Scale G-1.0 Index to Drawings/Notes/Graphic Identification No Scale D-1.0 Selective Demolition Floor Plan 1/4" = 1'-0" LS-1.0 Life Safety Floor Plan 1/4" =1'-0" A-1.0 Dimensional Control Floor Plan - Main Residence 1/4" = 1'-0" A-1.1 Dimensional Control Floor Plan - Garage 1/4" = 1'-0" A-2.0 Schedules/Details As Shown A-3.0 Sections 3/4" =1'-0" PLUMBING P-0.1 Plumbing Legend and Abbreviations Not to Scale P-2.0 Plumbing Floor Plan 1/4" =1'-0" P-6.0 Plumbing Risers Not to Scale M-0.1 Mechanical Legend and Abbreviations Not to Scale M-2.0 Mechanical Floor Plan 1/4" =1'-0" M-3.1 Mechanical Schedules Not to Scale M-4.1 Mechanical Details Not to Scale M-4.2 Mechanical Details Not to Scale ELECTRICAL E-0.0 Electrical LEgend and Abbreviations Not to Scale E-0.1 Electrical Specifications Not to Scale E-1.0 Electrical Demolition Plan 1/4" =1'-0" E-2.0 Electrical Floor Plan 1/4" =1'-0" E-3.0 Electrical Schedules, Riser Diagrams & Communication Not to Scale T Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners The Becker House Remodeling for the St. Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Se :: : Consult t: 02014 Don Bergman Architecture LLC G-1.0 This document, Sheet No. has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR))13560. Reproduction and/or reuse is prohibited. Sheet Title: Cover Sheet Revisions Comm.: 15-012 Date: 07.15.15 Drawn: DBA Checked: DLB 100 G-1.0 Pi PARTITION TYPES ( REFER TO DETAIL MANUA dlb nA t) to DEMOLITION NOTES DEMOLITION FLOOR PLAN GENERAL NOTES DEMOLITION FLOOR PLAN 29606 GSF I I I I I I I � I I I I I I I I I I I I I I I I I Ee �j REMOVE EXISTING WOOD FRAME & DRYWALL PARTITIONS TO EXTENT AS SHOWN. PATCH FLOOR AS REQ'D TO MATCH EXISTING ADJACENT FLOOR FINISH. OREMOVE EXISTING CONCRETE SLAB AND WALKWAYS TO EXTENT AS SHOWN. O SHORE EXISTING WOOD TRUSSES PRIOR TO REMOVING PORTION OF GYPSUM DRYWALL PARTITION. ONOT USED OREMOVE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE. ONOT USED n7 TURN-OFF WATER SUPPLY AT EACH FIXTURE. REMOVE EXISTING PLUMBING / FIXTURES, TRIM, SUPPLY & WASTE PIPING. CAP PLUMBING SUPPLY AND WASTE PIPING AT FLOOR LINE. ONOT USED O REMOVE EXISTING BATHROOM BASE CABINETS WITHOUT DAMAGE. STORE OR DISPOSE OF AS DIRECTED BY OWNER. 10 REMOVE EXISTING CLOSET SHELVING, SUPPORTS, HARDWARE & CLOTHES RODS. 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITONS PRIOR TO ANY DEMOLITION. AREAS OF DEMIL. SHALL BE COORDINATED W/ ARCHITECTURAL, MECHANICAL AND ELECTRICAL DWGS. PRIOR TO ANY DEMOLITION (TYPICAL). 2. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME CONTRACTOR'S PROPERTY. 3. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 4. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION, PROVIDING BYPASS CONNECTIONS TO OTHER PARTS OF THE BUILDING. 5. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND CAP OFF UTILITY SERVICES TO BE DEMOLISHED. 6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND SITE IMPROVEMENTS. 7. PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE. 8. PROTECT BUILDING STRUCTURE AND/OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. 9. PROTECT REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. ERECT AND MAINTAIN DUSTPROOF PARTITIONS, COVER AND PROTECT REMAINING FURNITURE, FURNISHINGS, AND EQUIPMENT. 10, PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 11.PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. 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 Don B ARCHITE( P: 772-� C: 772 License No. P.O. Ba 4362 Gator Fort Pierc 34! SELECTIVE DEMOLITION FLOOR PLAN SCALE : 1/4" = 1'-0" dlb 04.12.10 RECEIVED NOV 2 12015 ENVIRC) AL or .e. S PERMIT. '`OT INCLUD0 SLOPE 1/4:12 Y .Y.i1 4JFO�R MIN. CEA - EXIT - LEVELOF EXIT DISCHARGE EXIT WIDTH = 34' ( LEVEL TRAVEL) 34' + 0.50 = 68 PEOPLE EXIT CAPACITY = 68 PEOPLE LIFE SAFETY SYMBOL LEGEND 1 HOUR FIRE -RATED CORRIDOR NON -RATED SMOKE TIGHT 1 HOUR FIRE 2 HOUR FIRE 3 HOUR FIRE 4 HOUR FIRE • 1 HOUR FIRE/SMOKE • • 2 HOUR FIRE/SMOKE F{]f FIRE ALARM PULL STATION F{]F {) FIRE ALARM VISUAL SIGNALING UNIT FE< FIRE ALARM AUDIBLE SIGNALING UNIT Q CEILING SMOKE DETECTOR CEILING HEAT DETECTOR COMBINATION FIXED TEMP/RATE OF RISE W/ TEMP AS INDICATED ® EXISTING EXIT LIGHT ® EXISTING EXIT LIGHT WITH DIRECTIONAL ARROW ® NEW EXIT LIGHT ® NEW EXIT LIGHT WITH DIRECTIONAL ARROW 1!S FIRE EXTINGUISHER CABINET FOFE WALL MOUNTED FIRE EXTINGUISHER FE/FHC FIRE EXTINGUISHER/FIRE HOSE CABINET FIRE VALVE/FIRE EXTINGUISHER CABINET EGRESS LIGHTING ON LIFE SAFETY CIRCUIT EMERGENCY LIGHTING NOTE : NOT ALL SYMBOLS ARE USED ON THIS SHEET IR ♦ I ■ I ■ I Wood Deck ■ ' 118 I ■ ■ f I Exhibition Area ■ ' 106 I I 578.73 SF - 30 SF / PERSON = 20 OCCUPANTS ■ ■ I U I Y i z■o ■ s o I � N I" ■ I 3'-6" x 4'-10" MIN. ■ CLEAR FLOOR AREA ' EXIT TRAVEL DISTANCE ■ ■ ■ ■ ■■■■■1 ■ ■ � ■ ■ ■� ■ ■ ■ ■ ■� ■ M ■ w Staff Breakroom ■ Its Z 115 ■ — ■ C g 183.3 SF - 100 SF / PERSON = I ■ 2 OCCUPANTS ' I I• e ■ ■ ■ I Exhibitlon Area I ■ 105 ■ 212.50 SF - 30 SF / PERSON = 8 OCCUPANTS PLANTER Q HC Toilet 110 4 Storage 11 12.27 SF Concrete Patio 120 � IL,21-6" x 4'-0" MIN. CLEAR FLOOR AREA • (AT FIXTURE) ' ■ ■ Office 108 ■ 268.67 SF - 100 SF / PERSON = ' 5 -0 M 3 OCCUPANTS CLEAR FLOOR AREA ■■�■■' Hall am■■ 7 ■ �■■ 107 �3'-6" x 5'-0" MIN. - fl CLEAR FLOOR AREA HVAC 112 30.25 SF - 7 HG Toilet NICHE ■ 3'-0" x 4'-0" MIN. ■ 0 0 3'-0" x 4'-0" MIN. CLEAR FLOOR AREA ■ CLEAR FLOOR AREA Fo er Story a 3'-0" x 4'-0" MIN. 1 1021 0 I 113 CLEAR FLOOR AREA►L ®— I• 110.90 SF - 300 SF / PERSON = a • 1 OCCUPANT EXIT TRAVEL DISTANCE Welcome Center QQ ' — 4'-6" x 5'-0" MIN. 116 IN " CLEAR FLOOR AREA 324.23 SF- 30 SF / PERSON = ■ o 11 OCCUPANTS A/C 4'-6" x 5'-0" MIN. ■ CLEAR F OOR AREA ■ Covered Entry �■■■ - 4' MAX.T 101 3'-0" x 4'-0" MIN. ® YJ CLEAR FLOOR AREA - I CLUDED ON TttIN1 FI M19'' Reception 117 WALL PRIORITY LEGEND LOWEST PRIORITY HIGHEST PRIORITY HIGH PRIORITY WALLS SHALL BE CONSTRUCTED BEFORE LOW PRIORITY WALLS FOUR HOUR FIRE WALL PRIORITY 1, HIGHEST THREE HOUR FIRE WALL PRIORITY 2 TWO HOUR FIRE AND SMOKE WALL PRIORITY 3 TWO HOUR FIRE WALL TWO HOUR SHAFTWALL--_,� PRIORITY 4 ONE HOUR FIRE AND SMOKE WALL PRIORITY 5 ONE HOUR FIRE WALL PRIORITY 6 SMOKE RESISTIVE (CORRIDOR) WALL PRIORITY 7 NON -RATED WALL PRIORITY 8, LOWEST ALL RATED PARTITIONS SHALL HAVE THE WALL CLASSIFICATION STENCILED IN 2" HIGH RED LETTERS ABOVE THE FINISHED CEILING ON EACH SIDE OF ALL RATED PARTITOINS AT 20'-0" O.C. AND BETWEEN OBSTRUCTIONS OR AS DIRECTED BY THE ARCHITECT. TEXT SHALL READ: "_ HOUR FIRE (OR FIRE/SMOKE) PARTITION, PROTECT ALL OPENINGS" EXIT - LEVEL OF EXIT DISCHARGE 34' DOOR EXIT WIDTH = 32' ( LEVEL TRAVEL ) 32' + 0.50 = 64 PEOPLE EXIT CAPACITY = 64 PEOPLE 21606 GSF MAIN BLDG. EXIT CAPACITY = 200 PEOPLE MAIN BLDG. OCCUPANT LOAD 49 PEOPLE 4'-6" x 5'-0" MIN. CLEAR FLOOR AREA 2'-6" x 4'-0" MIN. CLEAR FLOOR AREA (AT FIXTURE) 5'-0" x 5'-0" MIN. CLEAR FLOOR AREA (AT FIXTURE) 4'-6" x 5'-0" MIN. CLEAR FLOOR AREA Office 103 175.77 SF - 100 SF / PERSON = 2 OCCUPANTS PLANTER EXIT - LEVEL OF EXIT DISCHARGE EXIT WIDTH = 34' ( LEVEL TRAVEL) 34 0.50 = 68 PEOPLE EXIT CAPACITY = 68 PEOPLE i INCLUDED ON THIS PE&�d Fi a RECEIVED Don Bet ARCHITECTI P: 772-466-,' C: 772-708-1 License No. AA P.O. Box 13 4362 Gator Trai Fort Pierce, I 34982 St. Lucie ( Board Coun Commissi The Becker Remode for th St. Lucie C Departme Environm Resourl Selvitz R Fort Pierc Q2014 Don Bet Architecture This document, Sheei has been prepared sped Project. This docur suitable for use on of or in other locations approval and pardtip Bergman Archite. AR))13560. Reproductio is prohibited. Sheet Title: Life Safety Floor Plan 1/4'=l'-0' ^Revisions 1 \ 11.21.15 Bldq. I Comm.: D 15-016 Drawn : C DLB 101161 LS= dlb 04.12.10 LIFE SAFETY FLOOR PLAN - MAIN RESIDENCE SCALE : 1/4" = 1'-0" NOV 2 9 7015 ENVIRONMENTAL RESOURCES Of: LIFE SAFETY REQUIREMENTS OCCUPANCY: BUSINESS; GROUP B; MERCANTILE; GROUP M; ASSEMBLY, GROUP A-3 OCCUPANT LOAD: 100 G.S.F. PER PERSON IN BUSINESS AREAS ROOM 103 OFFICE 175.77 SF = 2 OCCUPANTS ROOM 108 OFFICE 268.67 SF = 3 OCCUPANTS ROOM 115 STAFF BREAKROOM 183.39 SF = 2 OCCUPANTS 30 G.S.F. PER PERSON IN MERCANTILE AREAS ROOM 116 WELCOME CENTER 324.23 SF = 11 OCCUPANTS ROOM 117 RECEPTION 30 N.S.F. PER PERSON IN ASSEMBLY AREAS ROOM 105 EXHIBITION AREA 212.50 SF = 8 OCCUPANTS ROOM 106 EXHIBITION AREA 578.73 SF = 20 OCCUPANTS 300 N.S.F. PER PERSON IN STORAGE AREAS ROOM 111 STORAGE 12.27 SF = 1 OCCUPANT ROOM 112 HVAC 30.25 SF = 1 OCCUPANT ROOM 113 STORAGE 110.90 SF = 1 OCCUPANT TOTAL OCCUPANT LOAD OCCUPANTS EXIT CAPACITY: 0.2 INCHES PER PERSON FOR LEVEL TRAVEL (NFPA 101) 0.2 INCHES PER PERSON FOR LEVEL TRAVEL (2014 FBC) TRAVEL DISTANCE: BUSINESS OCCUPANCY: -ANY POINT TO AN EXIT - MAX. 300 FEET (NFPA 101) • COMMON PATH OF TRAVEL - NOT LIMITED (NFPA 101) • ANY POINT TO AN EXIT - MAX. 200 FEET (2014 FBC) • COMMON PATH OF TRAVEL - 100 FEET (2014 FBC) CONSTRUCTION: 2014 FBC TYPE V N.F.P.A. 220 TYPE 111 OR 000 NOTE: EGRESS CALCULATIONS BASED ON 2014 FBC 0 I I I I L---J PROVIDE 8" x 8" THK. SLAB EDGE W/1-#5 BAR CONT. ON EXPOSED SIDES. 4" THK. MIN., 3,000 PSI CONC. SLAB ON CLEAN, COMPACTED SAND FILL. REINFORCE SLAB W/ W1.6 x W1.6 W.W.M. OR USE FIBER REINFORCED CONC.- PROVIDE 8" x 8" THK. SLAB EDGE W/1-#5 BAR CONT. ON EXPOSED SIDES. 4" THK. MIN., 3,000 PSI CONC. SLAB ON CLEAN, COMPACTED SAND FILL. REINFORCE SLAB W/ W1.6 x W1.6 W.W.M. OR USE FIBER REINFORCED CONC. NOT INCLUDE SLOPE 1/4:12 APPLICABLE CODES A. FLORIDA BUILDING CODE, FIFTH EDITION - EXISTING BUILDING Qj LEVEL 3 ALTERATION B. FLORIDA ILDING CODE, FIFTH EDITION - ACCESSIBILITY C. FLORIDA BUILDING CODE, FIFTH EDITION - PLUMBING D. FLORIDA BUILDING CODE, FIFTH EDITION - MECHANICAL E. FLORIDA BUILDING CODE, FIFTH EDITION - FUEL GAS F. NATIONAL ELECTRIC CODE (NEC), 2011 WITH ALL AMENDMENTS & REVISIONS G. 2014 FLORIDA FIRE PREVENTION CODE (FFPC)( NFPA-1, NFPA-101) GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES / AGENCIES HAVING JURISDICTION. 2. CONTRACTOR/SUBCONTRACTORS SHALL COORDINATE ALL THE WORK OF ALL TRADES. CONTRACTOR/SUBCONTRACTORS ARE RESPONSIBLE FOR OVERSEEING ALL WORK PERFORMED BY COMPETENT FIRMS EXPERIENCED IN THE INSTALLATION OF THEIR SPECIFIC WORK. EACH SUBCONTRACTOR MUST HOLD CURRENT STATE OF THEIR REGISTRATION AS WELL AS OTHER LICENSES WHICH MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. 3. CONTRACTOR SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS AND OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACK CHARGES WILL NOT BE ACCEPTED. BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL RELATED TRADES. DO NOT SCALE DRAWINGS. 4. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE, FIFTH EDITION - ENERGY CONSERVATION. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 5. CONTRACTOR/SUBCONTRACTORS ARE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE CONTRACTOR. 7. TERMITE CONTROL SHALL BE PROVIDED BY APPLICATION OF SOIL TREATMENT SOLUTION CONSISTING OF CHLORPYRIFOS (DURSBAN TC) 1.0 PERCENT IN WATER EMULSION BELOW ALL SLABS ON GRADE, INTERIOR AND EXTERIOR FOUNDATION PERIMETERS TO A DISTANCE OF FIVE FEET BEYOND BUILDING EXTERIOR AND CARRY A FIVE YEAR GUARANTEE. 8. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE CONTRACTOR. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. DOCUMENTATION MUST BE AVAILABLE ON -SITE TO VERIFY THAT WINDOWS AND DOORS MEET MINIMUM STANDARDS OF THE MIAMI-DADE PRODUCT NOTICE OF ACCEPTANCE. 10, PLUMBING FIXTURES SHALL BE SELECTED BY ENGINEERS, APPROVED BY OWNER. 11. ELECTRICAL LIGHTING FIXTURES SHALL BE SELECTED BY ENGINEERS, APPROVED BY OWNER. 12. APPLIANCES SHOWN ARE FOR REPRESENTATIVE PURPOSES ONLY. ALL APPLIANCES SHALL BE SELECTED BY OWNER. 13. CONTRACTOR TO PROVIDE STAKED LAYOUT AT ALL PROPOSED AREAS OF NEW BUILDINGS, BUILDING ADDITONS, NEW PAVEMENT AND WALKS FOR APPROVAL BY OWNER PRIOR TO COMMENCEMENT OF WORK. 14. ALL FINISH HARDWARE TO BE SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. 15. GYPSUM WALLBOARD SHALL COMPLY WITH ASTM C36 AND SHALL BE A MINIMUM OF 1/2" THICK ON (VERTICAL) WALL SURFACES AND 5/8" THICK ON CEILINGS (HORIZONTAL). PROVIDE DENSHIELD AT WALLS BEHIND WET AREAS. 16. TYPICAL INTERIOR PARTITIONS SHALL BE 2" x 4" WOOD STUD FRAMING @ 16" O.C. WITH 1/2" GYPSUM DRYWALL ON EACH SIDE. PROVIDE P.T. WOOD PLATE BELOW ALL INTERIOR PARTITIONS. 17. ALL SUBCONTRACTORS SHALL SUPPLY A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR FROM THE DATE OF FINAL COMPLETION AND ACCEPTANCE OF THE WORK. THE SUBCONTRACTOR MUST CORRECT ANY DEFECT THAT OCCURS DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO THE OWNER OR GENERAL CONTRACTOR. Wood Deck 118 Exhibition Area 106 5'-0" x 5'-0" MIN. CLEAR FLOOR AREA (AT FIXTURE) TYPICAL INTERIOR PARTITION: 1/2" GYPSUM DRYWALL ON EACH SIDE OF 2" x 4" WOOD STUD FRAMING* 16" O.C. PROVIDE MOISTURE RESISTANT GYPSUM DRYWALL IN ALL WET AREAS. PLANTER SIC Toilet 110 L4 i 1,1 2'-7" T=0" Stomige 111 ///\\tto Concrete Patio 120 I-2'-6" x 4'-0" MIN. CLEAR FLOOR AREA (AT FIXTURE) a 3'-6" x 4'-10" MIN. -4'=-V x 5'-011 M • Office CLEAR FLOOR AREA - CLEAR FLOOR ARET 108 Hall a 1m f 1073'-6" x 5'-0" MIN. W Staff Breakroom - CLEAR FLOOR AREA I z 115 - N. EAR FLOOR AREA i15A HVAC " '-6" x 4'-0" MIN. LEAR FLOOR AREA M 112 -I AT FIXTURE) -0" x 5'-0" MIN. .t HC-Toilet J LEAR FLOOR AREA Exhibition Area _ � _ _ 109 ( T FIXTURE) Qi 105VNICHE 5B A 11s St'3e O -moo° o" CLEAR x 4'-0" MIN. 3'-0" x 4'-0" MIN. 1 5 -8"1 4'-6" x 5'-0" MIN. CLEAR FLOOR AREA �� Fo er 103 � CLEAR FLOOR AREA O 1 Q2 2'-2 1/2* 4 1 /2" 104 4 -0" CLEAR FLOOR AREA- 270* Bathroo MIN. -a= ,- - - N 104 M101 Office 103 Welcome Center 4'-6" x 5'-0" MIN. 116 1os CLEAR FLOOR AREA � 1o3A /c --- 4'-6" x 5'-0" MIN. v CLEAR FI OOR AREA - Covered Entry 3'-0" x 4'-0" MIN. 04 MAX. o CLEAR FLOOR AREA-5' DED ON THIB�_PN 117 SLOPE: 1:20 MAX. (4.5") v rL 0 N Reception 117 29606 GSF DIMENSIONAL CONTROL FLOOR PLAN - MAIN RESIDENCE SCALE : 1/4" = 1'-0" PLANTER SLOPE: 1. ' - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - SLOPE: 1:20 MAX. (25.5") 4" THK. MIN., 3,000 PSI CONC. SLAB ON CLEAN, COMPACTED SAND FILL. REINFORCE SLAB W/ W1.6 x W1.6 W.W.M. OR USE FIBER REINFORCED CONCRETE. PROVIDE B" x 8" THK. SLAB EDGE W/1-#5 BAR CONT. ON EXPOSED SIDES. R D.O.T. APPROVED HC PARKING SIGNAGE MOUNTED 60" ABOVE GRADE TO THE BOTT. OF THE SIGN 4" WIDE SOLID BLUE STRIPE, TYP.J PRECAST CONC. WHEELSTOP, SECURE W/ 9N4%0ARS x 18" SET INTO CONC. SLAB 6" THK. MIN., 3,000 PSI CONC. SLAB ON 12" STABILIZED SUB -GRADE FBV OF 75 PSI COMPACTED TO 95% DENSITY PER AASHTO T-180 METHOD. PROVIDE 12" x 12" THK. SLAB EDGE W/1-#5 BAR CONT. ON ALL SIDES. L------------------------- RECEIVED NOV 2 A 2015 ENVIRONMENTAL RESOURCES Don Bergm ARCHITECTURE, P: 772466-5832 C:772-708-0164 License Nn AA 260024 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie Coun Board of County Commissione The Becker Hou Remodeling for the St. Lucie Count Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal: 02014 Don Bergman Architecture LLC This document, Sheet No. A - has been prepued specifically for i Project. This document is suitable for use on other proje or in other locations without, approval and participation of E Bergman Architecture, U AR))13560. Reproduction and/or re is prohibited. Sheet Title: Dimensional Control Floor Plan 1/4"=1'-0" Revisions iQ 11.21.15 Bldg. Dept. Rey Comm.: Date: 15-016 07.15.1! Drawn: Checker DLB DBA Of: A-1.0 dlb 04.12.10 ill LIFE SAFETY REQUIREMENTS OCCUPANCY: EXISTING GARAGE RESIDENCE: RESIDENTIAL, GROUP R-2 OCCUPANCY LOAD: 200 G.S.F. PER PERSON IN RESIDENTIAL AREAS EXIT CAPACITY: 0.2 INCHES PER PERSON FOR LEVEL TRAVEL (NFPA 101) 0.2 INCHES PER PERSON FOR LEVEL TRAVEL (2014 FBC) TRAVEL DISTANCE: RESIDENTIAL OCCUPANCY: -ANY POINT TO AN EXIT — MAX. 300 FEET (NFPA 101) -COMMON PATH OF TRAVEL — NOT LIMITED (NFPA 101) -ANY POINT TO AN EXIT — MAX. 200 FEET (2014 FBC) COMMON PATH OF TRAVEL — 75 FEET (2014 FBC) CONSTRUCTION: 2014 FBC TYPE V N.F.P.A. 220 TYPE 1 (332) FULLY SPRINKLERED NOTE: EGRESS CALCULATIONS BASED ON 2014 FBC APPLICABLE CODES A. FLORIDA BUILDING CODE, FIFTH EDITION — EXISTING BUILDING 0 LEVEL 2 ALTERATION B. FLORIDA BUILDING CODE, FIFTH EDITION — FLUVBINT C. FLORIDA BUILDING CODE, FIFTH EDITION — MECHANICAL D. FLORIDA BUILDING CODE, FIFTH EDITION — FUEL GAS E. NATIONAL ELECTRIC CODE (NEC), 2011 WITH ALL AMENDMENTS & REVISIONS F. 2014 FLORIDA FIRE PREVENTION CODE (FFPC)( NFPA-1, NFPA-101) GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS / AGENCIES HAVING JURISDICTION. SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. DOCUMENTATION MUST BE AVAILABLE ON —SITE TO VERIFY THAT WINDOWS 2. CONTRACTOR/SUBCONTRACTORS SHALL COORDINATE ALL THE WORK OF ALL TRADES. AND DOORS MEET MINIMUM STANDARDS OF THE MIAMI—DADE PRODUCT NOTICE OF CONTRACTOR/SUBCONTRACTORS ARE RESPONSIBLE FOR OVERSEEING ALL WORK ACCEPTANCE. PERFORMED BY COMPETENT FIRMS EXPERIENCED IN THE INSTALLATION OF THEIR SPECIFIC WORK. EACH SUBCONTRACTOR MUST HOLD CURRENT STATE OF THEIR REGISTRATION AS 10. PLUMBING FIXTURES SHALL BE SELECTED BY OWNER. WELL AS OTHER LICENSES WHICH MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. 11. ELECTRICAL LIGHTING FIXTURES SHALL BE SELECTED BY OWNER. 3. CONTRACTOR SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE 12. APPLIANCES SHOWN ARE FOR REPRESENTATIVE PURPOSES ONLY. ALL APPLIANCES CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS AND OMISSIONS NOT SHALL BE SELECTED BY OWNER. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACK CHARGES WILL NOT BE 13. CONTRACTOR TO PROVIDE STAKED LAYOUT AT ALL PROPOSED AREAS OF NEW BUILDINGS, ACCEPTED. BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL BUILDING ADDITONS, NEW PAVEMENT AND WALKS FOR APPROVAL BY OWNER PRIOR TO RELATED TRADES. DO NOT SCALE DRAWINGS. COMMENCEMENT OF WORK. 4. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY 14• ALL FINISH HARDWARE TO BE SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. REQUIREMENTS OF THE FLORIDA BUILDING CODE, FIFTH EDITION — ENERGY CONSERVATION. 15. GYPSUM WALLBOARD SHALL COMPLY WITH ASTM C36 AND SHALL BE A MINIMUM OF CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY 1/2" THICK ON (VERTICAL) WALL SURFACES AND 5/8" THICK ON CEILINGS (HORIZONTAL). AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES, PROVIDE DENSHIELD AT WALLS BEHIND WET AREAS. 5. CONTRACTOR/SUBCONTRACTORS ARE RESPONSIBLE FOR ADEQUATE BRACING OF 16. TYPICAL INTERIOR PARTITIONS SHALL BE 2" x 4" WOOD STUD FRAMING 0 16" O.C. WITH STRUCTURAL OR NON—STRUCTURAL MEMBERS DURING CONSTRUCTION. 1/2" GYPSUM DRYWALL ON EACH SIDE. PROVIDE P.T. WOOD PLATE BELOW ALL INTERIOR PARTITIONS. 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE CONTRACTOR. 17. ALL SUBCONTRACTORS SHALL SUPPLY A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL 7. TERMITE CONTROL SHALL BE PROVIDED BY APPLICATION OF SOIL TREATMENT SOLUTION MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR FROM THE DATE OF FINAL CONSISTING OF CHLORPYRIFOS (DURSBAN TC) 1.0 PERCENT IN WATER EMULSION COMPLETION AND ACCEPTANCE OF THE WORK. THE SUBCONTRACTOR MUST CORRECT ANY BELOW ALL SLABS ON GRADE, INTERIOR AND EXTERIOR FOUNDATION PERIMETERS TO A DEFECT THAT OCCURS DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO THE OWNER DISTANCE OF FIVE FEET BEYOND BUILDING EXTERIOR AND CARRY A FIVE YEAR OR GENERAL CONTRACTOR. GUARANTEE. 8. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE CONTRACTOR. ROOM FINISH SCHEDULE ROOM NO. ROOM MAME FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS NORTH EAST SOUTH WEST 101 COVERED ENTRY EXP CONC 102 FOYER WOOD LATEX LATEX LATEX LATEX 103 OFFICE NO WORK THIS AREA 104 BATHROOM NO WORK THIS AREA 105 EXHIBITION AREA LATEX LATEX LATEX LATEX 106 EXHIBITION AREA LATEX LATEX LATEX LATEX 107 HALL LATEX LATEX LATEX LATEX 108 OFFICE LATEX LATEX LATEX LATEX g LATEX EX T LATEX 109 HC TOILET CER TILE WOOD LATEX LATEX LATEX LATEX 110 HC TOILET TILE 0111 EXHIBIT STORAGE ;CER TILE WOOD LATEX LATEX LATEX LATEX 112 HVAC WOOD LATEX LATEX LATEX LATEX 113 WOOD LATEX LATEX LATEX LATEX 114 "HIORAGE WOOD LATEX LATEX LATEX LATEX 115 STAFF BREAKROOM N 0 W 0 R K T H I S A R E A 116 WELCOME CENTER 117 RECEPTION WOOD 118 WOOD DECK N NLATEXNLATEXALATEXLATEX 119 WOOD RAMP 120 CONC PATIO NO WORK THIS AREA 201 EXISTING GARAGE N 0 W 0 R K T H I S A R E A 202 STUDIO APARTMENT CER TILE WOOD LATEX LATEX LATEX LATEX 203 BATHROOM CER TILE CER TILE LATEX LATEX LATEX LATEX N O T E S DIMENSIONAL CONTROL FLOOR PLAN - GARAGE APARTMENT SCALE : 1/4" = 1'-0" NOV 232015 ENVIRONMENTRL RESOURCES Don Bergmg ARCHITECTURE, L P:772-466-5832 C: 772-70"164 License No. A4,2600243 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Lucie Couni Board of County Commissioner The Becker Hous Remodeling for the St, Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal; *11.125.15 Q2014 Don Bergman Architecture LLC This document, Sheet No. A-1 has been prepared specifically for th Project. This document is no suitable for use on other project or in other locations without th approval and participation of Do Bergman Architecture, LU AR))13560. Reproduction and/or reu! is prohibited. Sheet Title: Dimensional Control Floor Plan — Garagf 1/4"=1'-0" Revisions Ot 11.21.15 Bldg. Dept. Revii Comm.: Date : 15- 1 07.15.15 I Drawn: I Checked DLB DBA Of: dlb 04.12.10 STOREFRONT SILL iEALANT ALL 'ERIMETERS ,LUMINUM SILL 'LASHING :ONCREFE SLAB 6 STOREFRONT DOOR HEAD GLASS ATED) STOREFRONT 3/4" 47 E I I M1, LINTEL ;RETE BEAM DSUM WALLBOARD P.T. FURRING D 16" O.C. o o 'w` o s K IN FULL BED %NT CORNER BEAD IM WOOD BUCK ALL PERIMETERS CORNER BEAD 3 Scale: 3" = 1'-D" ' "'iINATED GLASS DACT RATED) IMINUM THRESHOLD BELOW JMINUM STOREFRONT DOOR CAULK AT ALL PERIMETERS.- CONT. WOOD FRAME AT JAMB TYP. 4" 5/8" GYPSUM WALLBOARD WOOD BLOCKING STEEL CHANNEL TRACK W/ NYLON HANGER WWHEELS 1 X _ FIN. WOOD TRIM 5/8" GYPSUM WALLBOARD 1 X _ FIN. WOOD TRIM 0 3 1 X _ FIN. WOOD TRIM 4 7/e HEAD & JAMB — POCKET DOOR o 1 o seals: WOOD DOOR FRAME CAULK AT PERIMETER' CONT. 2 x JAMB TYP. 3/4" 4 7/8" 3/4" 5/8" GYPSUM WALLBOARD WOOD FRAME TO MATCH EXISTING DOUBLE STUDS AT ALL JAMBS (TYP.) 5/8" GYPSUM WALLBOARD o WOOD FRAME TO 4 7/8" MATCH EXISTING STOREFRONT 7 STOREFRONT DOOR 4 HEAD AND JAMB a 2 INTERMEDIATE HORIZONTAL 3"S° -D" JAMB 3"Ss. =D" WOOD DOOR FRAME LA (IN I a ALI DC ALI SE BE FI f hINATED GLASS PACT RATED) JMINUM STOREFRONT DR UNIT JMINUM THRESHOLD F IN 3 CONTINUOUS NDS OF SEALANT ISH FLOOR CONCRETE SLAB ALL PERIMETERS "L" BEAD (TYP.) CORNER BEAD PSUM WALLBOARD P.T. FURRING 16" O.C. IM F. WOOD BUCK :K IN FULL BED ANT MENT PLASTER LOAT FINISH) CORNER BEAD STOREFRONT DOOR 8 STOREFRONT 5 THRESHOLD 3" 5°a;e_D" JAMB KAWNEER COMPANY, INC. SERIES IR-631 ALUMINUM STOREFRONT W/WHITE POWDERCOAT FINISH. 1 5/16" SOLARBRONZE LAMINATED, INSULATED GLASS WINDOW TYPES DOOR SCHEDULE DOOR MARK DOOR SIZE (W X H X 1 3/4") DOOR TYPE FRAME TYPE HEAD & JAMB DETAILS 'UL' LABEL SILL DETAIL HDW. SET REMARKS 101 3'-0" x 7'-0" D4 W1 3-5/A-2.0 11/A-3.1 102 NOT USED 103 S-0" x 6'-8" D1 F1 2/A-2.0 103A PR 2'-0" x 6'-8" D3 81-FOLD DOORS 104 EXISTING 105 E X I S T I N G 106 E X I S T I NG 106A E X I S T I NG 107 E X I S T I N G 108 E X I S T I N G 108A EXISTING I T N G Qt 109 3'-0" x 6'-8" D1 F1 2/A-2.0 p 3'-0" x 6'-8" F1 -2. 111 S-O" x 6'-8" D1 F1 2/A-2.0 112 3'-0" x 6'-8" D1 F1 2/A-2.0 113 3'-0" x 6'-8" D1 F1 2/A-2.0 114 3'-0" x 6'-8" D1 F1 2/A-2.0 115 E X I S T I N G 115A EXISTING 115B E X I S T I N G 116 E X I S T I N G 117 E X I S T I N G 201 E X I S T I N G 201A EXISTING 201E EXISTING 202 E X I S T I NG 202A E X I S T I NG 203 2'-6" x 6'-8" D2 1/A-2.0 POCKET DOOR N 0 T E S Cly d Fort Pbrce &&ft Deparh u t Product Approval M b rMW AMldavlt Building Permit: Building Address: Selvitz Road, Fort Pierce, FL Contractor. St. Lucie County Opening Schedule: Swing Doors. Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights Opening Product Model Manufacturer Glass Description Attachment Method Building Design Product Design Product NOA Product NOA ID Type, Size, Spacing do Embedment Pressure Pressure Expiration Date W1 ALUMINUM STOREFRONT SERIES "IR 631" KAWNEER COMPANY, INC. 1 5/16" IMPACT 3/8"0 WEDGE ANCHORS; HEAD & SILL - 2 FASTENERS +31.60, -39.82 +95.0. -95.0 14-0430.16 November 23, 2016 ENTRANCE EA. SIDE OF VERT. FRAMING MEMBERS: 2" MAX. FROM CORNERS/VERT. FRAMING; 3" O.C. TO NEXT FASTENER; W2 ALUM. SINGLE -HUNG SH-700 PGT INDUSTRIES, INC. 5/16" LAMINATED 1/4"0 ELCO TAPCONS; HEAD - 1 FASTENERS 18 1/2" +34.50, -45.60 +80.0, -80.0 15-0519.08 March 26, 2021 WINDOW MAX. FROM TOP CORNERS: JAMBS - 2 FASTENERS ABOVE MEETING RAIL, 17 1/2" MAX. FROM TOP CORNERS; 2 FASTENERS BELOW MEETING RAIL, 15" MAX. FROM BOTT. CORNERS; Or INA PA W /"'///"i////'i'///, ////''i//�/' /'//i///,i/lral /'//lI ��/////i/////'/'///ii,/'///'//FAA "rArWARA //////"////�I �///i///'i"//'i////'vAffd"A poffrAwAff 01raliff"A 5'-1 1 /2" V-O" 2%Y-7 1. 3 A2.0 4 A2.0 A2.0 SH25 6 W2 A2.0 ALUMINUM SINGLE -HUNG WINDOW W/5/16" TINTED, LAMINATED GLASS PGT INDUSTRIES, INC. D1 FLUSH SOLID WOOD CORE DOOR W/ BIRCH VENEER, PAINTED 2" DR II 2° 0 o _ WOOD DOOR D2 D3 D4 FLUSH SOLID WOOD FULLY LOUVERED WOOD ALUMINUM MEDIUM STILE CORE POCKET DOOR BI-FOLD DOOR ENTRANCE DOOR PAINTED MATCH EXIST. FINISH WHITE POWDERCOAT FINISH 7/16" LAMINATED BRONZE TINTED GLASS KAWNEER COMPANY, INC. DOOR + FRAME TYPES SCALE : 1/4" = 1'-0" F1 FINISH TO MATCH EXISTING RECEIVED NOV 2 R 2015 ENVIRONMENTAL RESOURCES Don Bergi ARCHITECTURE P:772-466-5832 C: 772-708-0164 License No. AA 260( P.O. Box 13537 4362 Gator Trace La Fort Pierce, Florid 34982 St. Lucie Cot Board of County Commission The Becker He Remodelinj for the St. Lucie Coui Department Environmeni Resources Selvitz Road Fort Pierce, F Seal: 02014 Don Bergmai Architecture LLC This document, Sheet No. has been prepared specifically Project. This document i suitable for use on other p or in other locations withu approval and participation r Bergman Architecture, AR))13560. Reproduction and c is prohibited. Sheet Title: Schedules Door & Frame T) 1 /4"=l'-O" Revisions: 1\ 11.21.15 Bid Comm.: Date: 15-012 07.15 Drawn: Checl DLB DBi A-2.( Of: dlb 04.12.10 SCALE : 1/4" = 1'-0' Don Be: ARCHITECT 1'-11" 2" x 6" TOP RAIL 1 TREAD + 12" 2" x 6" TOP RAIL 2" x 4" 2 x 4 1 1/2"0 HANDRAIL 1 1/2"0 HANDRAIL 2" x 2" BALUSTERS 2" x 2" BALUSTERS 0 D.C. ® 5" O.C. o ®" x POST iv M 4" x 4" CORNER POST M STAGGER LOCATION OF NEW 4" x 4" 2" x 6" DECKING PROVIDE 2-3/8"0 LA BOLT MIN CONNECTING POST W/EXIST. POST LOCATIONS 2" 4" NEW 4" x 4" P.T. P TS TO EXIST . TO EXIST. x DECK FASCIA ATTACH NEW 2" x 2" BALUSTERS TO EXIST. FACE }� - 1/2" 5-0" x 5'-0" C NC PAD /8" x 8" THK. 2-14O x OF DECK W "3" LAG BOLTS / / 2" x 8" EDGE & 1- 5 BAR ONT. EXISTING DECKING TOP OF EXIST. DECK ELEVATION +0'-0" w E 4 CI rl APPROX. GRADE APPROXIMATE GRADE 2" x 12" STRINGER 2" x 6" JOIST TYPICAL OF 3 I I II RADIUSED NOSINGEW/ II TO BE FASTENED TO ALL 2" x 6" DECKING MATERIAL 21 x 18" JOIST W/MINIMUI CIF 6-3" LONG DECK SCREWS 2'I x I2" BALUSTERS TO E ASTENED TO I I 2'I x I4" NAILER W/MINIM M SCREWS 2J xII12" TREADS TO BEIIFASTENED 1I2-DECK TO 2" x 12" STRINGER PER STRINGER WI MIt+IIMUM 4-3" LONG DI Ei SCREWS SECTION SECTION A SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" 1 1/2"4 HANDRAIL- 2" x 2" BALUSTERS ® 5" O.C. 4" x 4" ® 5'-0" O.C. TOP OF EXIST. DECK ELEV. +1'-4" APPROX. APPROX. GRADE 2" x 6" TOP RAIL 2" x 4" 3'-9" x 6" DECK I�I I�I w �2" x 8" STRINGERS LJ C1 5'-0" 4'-3 1 /2" I� u u SECTION SCALE : 3/4" = 1'-0" ALL 2" x 6" DECKING MATERIAL TO BE FASTENED W/MIN. OF 2-DECK SCREWS TO EA. 2" x 8" JOIST 2" x 2" BALUSTERS TO BE FASTENED TO 2" x 4" NAILER W/MINIMUM 2-DECK SCREWS loaf -011; P: 772-466- C: 772-708 License No. AA P.O. Box 1 4362 Gator Trs Fort Pierce, 34982 Lucie I Board Cour Commiss The Becke Remodl for tl St. Lucie 1 Departm Environs Resou SelvltZ Fort Piel dib 04.12.10 SPOCIFICATION ABBREVIATIONS PLUMBING LEGEND PART 1 GENERAL 1.1 SECTION INCLUDES A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. 1.2 SCOPE A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE SUPERVISION, OPERATION, METHODS AND LABOR FOR THE FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL PLUMBING INSTALLATION. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). G. EXAMINATION OF BIDDING DOCUMENTS: 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER METHOD. H. SUBSTITUTIONS 1. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. 2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. 3. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. 6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY THE ENGINEER. 1.3 REGULATORY REQUIREMENTS A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. B. CONFORM TO 2014 FLORIDA BUILDING CODE. C. CONFORM TO 2014 FLORIDA FIRE PREVENTION CODE. D. Z NATIONAL ELECTRIC CODE 2011 EDITION. 1.4 CUTTING AND PATCHING A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS. B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING AND PATCHING WHICH EFFECT: 1 . STRUCTURAL INTEGRITY OF ELEMENT. 2. INTEGRITY OF WEATHER. 3• EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. 4. VISUAL QUALITIES OF SIGHT. 5. WORK OF OWNER OR SEPERATE CONTRACTOR. PART 2 PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. MANUFACTURERS 1. B-LINE. 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT PRODUCTS. A) MICHIGAN HANGER. B) PHD. 2.2 HOT WATER WATER PIPING INSULATION A. MANUFACTURERS: 1. OWENS-CORNING 2. JOHNS-MANVILLE 3. KNAUF B. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 'K' VALUE .024 0 75 DEGREES F. C. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. D. INSULATION THICKNESS 1-1/2" 2.3 PIPING: SANITARY SEWER PIPING, ABOVE GRADE A. CAST IRON: CISPI 301, SERVICE WEIGHT, NO HUB. 1. FITTINGS: CISPI 301 CAST IRON DWV. 2. JOINTS: CISPI 301 STAINLESS STEEL CLAMPS, MINIMUM 24 GA. WITH NEOPRENE GASKET. HUSKEY SERIES 4000 OR CLAMP -ALL ONLY. 2.4 PIPING: SANITARY SEWER PIPING, ABOVE AND BELOW GRADE A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2855. 2.5 PIPING: WATER PIPING, ABOVE GRADE A. COPPER PIPING: ASTM B88 TYPE 'L' HARD DRAWN. 1. FITTINGS: ASME 16.18 CAST BRONZE OR ASME B16.22 WROUGHT COPPER OR BRONZE. 2. JOINTS: ASTM B32 SOLDER, ASTM 95-5 TA MINIMUM, FLUX ASTM B813. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 8828. PART 3 INSTALLATION A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. D. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE ARCHITECTURAL SECTION. I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE PROPER SLOPE AND COVER. J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. L. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. M. RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN POSITION TO CENTER OF NEW CEILING TILE. K. TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. UTILIZE COUPLING MANUFACTURERS PRE-SET TORQUE WRENCH. 0. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, FOR 12-32 FU'S PDI-B, 33-60 FU'S PDI-C, 61-113 FU'S PDI-D. AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE APPROX APPROXIMATELY ARCH ARCHITECTURAL AUTO AUTOMATIC BLDG BUILDING CD CONDENSATE DRAIN CLG CEILING CO CLEAN -OUT COND CONDENSATE OR CONDENSER CONT CONTINUATION CMU CONCRETE MASONRY UNIT CW COLD WATER (CITY) EL ELEVATION ELEC ELECTRIC 'F DEGREES FAHRENHEIT ECO EXTERIOR CLEANOUT FCO FLOOR CLEANOUT FD FLOOR DRAIN GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HB HOSE BIBB HD HEAD HW HOT WATER HR HOUR INV INVERT ELEVATION LEIS POUNDS MIN MINIMUM NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE R RISE REQ'D REQUIRED RM ROOM SAN SANITARY SPEC SPECIFICATION TEMP TEMPERATURE TYP TYPICAL V VENT LINE VTR VENT THRU ROOF W/ WITH WCO WALL CLEANOUT CD COND. DRAIN ---CD--- COND. DRAIN UNDERGROUND --------- COLD WATER SUPPLY EQUIPMENT G GAS - - -G- - - GAS UNDERGROUND GR GREASE ---GR--- GREASE UNDERGROUND - - - - HOT WATER SUPPLY - -- - HOT WATER RETURN - HOT WATER RETURN -EXISTING -SAN SANITARY ---SAN--- SANITARY UNDERGROUND ST STORM ---ST--- STORM UNDERGROUND ------------ VENT - SEC SECONDARY STORM ---SEC- - - SECONDARY STORM UNDERGROUND DIRECTION OF FLOW IN PIPE ► PIPE UP 0 6 0 PIPE DOWN �6, BALL VALVE Z CHECK VALVE, HORIZONTAL SWING CAPPED LINE NEW POINT OF CONNECTION TO EXISTING Q POINT OF REMOVAL FOR DEMOLITION H HOSE BIBB FLOOR DRAIN FLOOR SINK 0 FLOOR CLEANOUT 2-WAY EXTERIOR CLEANOUT �I WALL CLEANOUT SHOCK ABSORBER HOT & COLD WATER PIPING IN CEILING SPACE OR AS 4--�-� SHOWN ON DRAWINGS. -h- UNION 1 (TYPICAL) HEAT TRAP (TYPICAL) MINIMUM 3" DEEP 24 GAUGE GALVANIZED SHEETMETAL OR 60 MIL. HIGH IMPACT PLASTIC DRAINPAN. 4" HOUSEKEEPING PAD FINISHED FLOOR -� PLUMBING FIXTURE SCHEDULE FIXTURE FIXTURE TYPE WASTE TRAP VENT C.W. H.W. MANUFACTURER DESCRIPTION NO. CONN. CONN. CONN. CONN. / MODEL # WC-1 WATER CLOSET 3" INTEG. 2" 1/2" - AMERICAN STANDARD RIM 16-1/2"AFF. TANK TYPE, VITREOUS CHINA, 1.6 GPF, SIPHON JET, ELONGATED ADA TANK 2998.012 BOWL, FLOOR MOUNTED, CLOSED COUPLED COMBINATION, BOLT CAPS. 'BRASSCRA ' ANGLE STOP SUPPLY & ESCUTCHEON. 'BEMIS' SOLID PLASTIC, OPEN FRONT E GATED SEAT. FLUSH HANDLE TO BE ON OPEN SIDE OF TOILET CLEAR SPACE. L-1 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" KOHLER RECTANGULAR WALL HUNG VITREOUS CHINA PEDESTAL LAVATORY WITH FRONT ROUD. K-2035-1 PROVIDE KOHLER K-15182-1, 4" CENTERSET SINGLE CONTROL FAUCET, CER IC DISC VALVE. ANGLE STOP SUPPLIES W/TUBES & ESCUTCHEONS, CHROME PLATED -TRAP AND TAILPIECE WITH WALL ESCUTCEHON. TRUEBRO MOLDED DRAIN AND ANGLE OF SUPPLIES ADA COVERS. ZURN Z1231 CAST IRON FLOOR MOUNTED WALL CAR ER FITTING. HB-1 HOSE BIBB - - - 3/4" - WOODFORD HOSE CONNECTION FOR NON-FREEZING AREAS WITH VACUUM BREAKER ENCL ED IN A 624 FLUSH MOUNTED WALL BOX. HD-1 HOSE DRAIN SEE PLAN - - - _ DURA COATED CAST IRON 0 Y WITH BOTTOM OUTLET, MEMBRAN CLAMP, ADJU ABLE ZURN Z415E-SC COLLAR, SOLID COVER WITH Yx6-3/4" OVAL FUNNEL. PROVIDE BACKWATER V VE FOR MS-1 MOP SINK 3" 3" 1-1/2" 3/4" 3/4" FIAT 24"x24"x10" HIGH MOLDED STONE RECEPTOR, W/ FIAT #830-AA FAUCET MOUNTED IN MSB 2424 WALL ABOVE FIXTURE. COMPLETE WITH VACUUM BREAKER, HOSE THREAD OUTLET & BUCKET HOOK, INTEGRAL STOPS AND MOUNTING BRACKET. PROVIDE COMBINATION STAINLESS STEEL DOME STRAINER AND LINT BASKET, 3"CAULKED OUTLET, CAULK WITH SILICONE SEALANT AS REQUIRED. EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 1/2" ELKAY LOWER BUBBLER 36"AFF; UPPER 41"AFF, WALL/FLUSH MOUNTED CAPACITY TO DELIVER DUEL LEVEL EZSTL8C 8 GPH OF 50'F. WATER WITH INLET TEMP. OF BOT AND ROOM TEMP. OF 90'F., STAINLESS STEEL BASIN & PEWTER VINYL W/ 1/5 HPJ20V, 60 CYCLE, 1 PH. W/ OVERLOAD PROTECTION 1 1/2" P-TRAP STOP VALVE, CORD & PLUG. ZURN #Z1225-BL CAST IRON FLOOR MOUNTED CARRIER FITTING WITH BEARING PLATE. SHUT-OFF VALVE TEMPERATURE AND PRESSURE QRELIEF VALVE AS REQUIRED BY LOCAL CODE ,,-EXPANSION TANK OR THERMAL Don Berg 1 EXPANSION VALVE ARCHITECTURE P:772-466-5832 WATER HEATER (EWH) SEE C:772-708-0164 SCHEDULE PIPE, FULL SIZE OF T&P License No. AA 26( RELIEF VALVE AND THERMAL RELIEF VALVE TO EXTERIOR P.O. Box 13537 DRAIN VALVE 4362 Gator Trace L; Fort Pierce, Flori 34982 PROVIDE PAN DRAIN LINE. TERMINATE OUTSIDE THE BUILDING NOTE: PROVIDE VACUUM RELIEF VALVE ON CW SUPPLY ABOVE FOR BOTTOM FED WATER HEATERS. ELECTRIC WATER HEATER DETAIL NOT TO SCALE EXTERIOR WALL HEAVY DUTY CAST IRON GRATE (H-20 LOADING). FINISHED FLOOR GRADE 24" R.C.P. r ° „m ; °•{ , x ` 2" CONDENSATE PIPE SECTION 24" LONG *' rr ca ,<,g , DRAINAGE PIPING aJ,, Ices•",� :� PEA GRAVEL OR „ a CRUSHED STONE c .ea s °5 0q OPEN TO SOIL CONDENSATE DRYWELL DETAIL NOT TO SCALE St. Lucie Col Board of County Commissiol The Becker H( Remodelin for the St. Lucie Cou Department Environmen Resources Selvitz Roa( Fort Pierce, f Seal: _.,..,..._ STATE OF ��ORIOP: 02014 Don Bergma Architecture LL( This document, Sheet NO. has been prepared specificalt Project. This document suitable for use on other or in other locations witt approval and participatior Bergman Architecture AR))13560. Reproduction and, is prohibited. Sheet Title: Plumbing Legend and Abbreviations NTS Revisions : 11/20/15 PE RE Comm.:L lDate 15-016 06.2 Drawn : Chec JA R P1Sheet No. M RECEIVED P_0.® NOV 2 3 2015 WRONMENTRL RESOURCES Of: dlb 04.12.10 REFERENCE NOTES 6 O1 1 /2" CW & HW DOWN. 1 /O" PUI nnlAM RECEIVED NO' 232015 ENVIRONMENTAL RESOURCES Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners The Becker House Remodeling for the St. Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal E Uo �' :' �`GENS�•�p o Co1i�4x1tt�p (t tttt 4191 new broad sRee[ state 300 ormneo, rn lew g,�nuikq `17I- 07( © 2014.Don Bergman Architecture LLC This document, Sheet No. P-2.0 has been prepared specifically for this Project. Phis document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR))13560. Reproduction and/or reuse is prohibited. Sheet Title: Plumbing Floor Plan 1 /4"= V-0" Revisions: 1 11/20/15 PERMIT RESPONSE Comm.: Date 06.22.15 Drawn : Checked xxx RD Me IP-2.0 Of: dIb 04.12.10 PLUMBING RISER NTS 4„ EXISTING SEPTIC TANK Don Bergma ARCHITECTURE, L P:772-466-5832 C:772-708-0164 License No. AA 260024: P.O. Box 13537 4362 Gator Trace Lane Fort Pierce , Florida 34982 St. Lucie Couni Board of County Commissioner The Becker Hous Remodeling for the St. Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal.ii,011It 111h,. 4N819111a11 str SLIZe ao fl 2, 9 uiEq 407 40)39GM07 © 2014 Don Bergman Architecture LLC This document, Sheet No. P—( has been prepared specifically for 0 Project. This document is r suitable for use on other proje, or in other locations without t. approval and participation of D� Bergman Architecture, LL AR))13560. Reproduction and/or rei is prohibited. Sheet Title : Plumbing RISERS NTS Revisions j 11/20/15 PERMIT RESPON. Comm.: Date: 15-016 06.22.15 Drawn: JA ked P�RR Sheet No dlb 04.12.10 RECEIVED NOV 23 2015 ENVIRONMENTAL RESOURCES Of: MECHANICAL LEGEND SUPPLY DIFFUSER. ARROWS INDICATE I WAY, 2 WAY, A-100 AIR DEVICE TAG -� V TEE (PLAN, UP, DOWN). OR 3 WAY. NO ARROWS INDICATE 4-WAY. MARK-CFM " __1 __0 0 ELBOW (PLAN, UP, DOWN). RETURN OR OUTDOOR AIR GRILLErSIDEWALL TRANSFER GRILLE Iu --0 — VALVE. EXHAUST GRILLE SIDEWALL SUPPLY REGISTER TWO WAY MOTORIZED CONTROL VALVE. I' II CEILING MOUNTED EXHAUST FAN SIDEWALL RETURN GRILLE ILJJ ���JJJ THREE WAY MOTORIZED CONTROL VALVE. SUPPLY DUCT UP SECTION (RECTANGULAR) SIDEWALL EXHAUST GRILLE OR PRESSURE REDUCING VALVE. SIDEWALL EXHAUST FAN �/ RETURN DUCT UP SECTION (RECTANGULAR) SIDEWALL FRESH AIR INTAKE LOUVER AFLOW CONTROL VALVE. OR EXHAUST LOUVER &[ - BALL VALVE FOR PIPING 2-INCHES AND SMALLER, V �S WALL MOUNTED DOC TEMPERATURE SENSOR FLY VALVE FOR PIPING 2-1/2 INCHES AND LARGER.EXHAUST DUCT UP SECTION (RECTANGULAR) MOUNT 4'-0" ABOVE FINISHED FLOOR. .}— QT WALL MOUNTED THERMOSTAT CHECK VALVE. SUPPLY DUCT DOWN SECTION (RECTANGULAR) MOUNT 4'-0" ABOVE FINISHED FLOOR. ®—� WALL MOUNTED CO SENSOR STRAINER. RETURN DUCT DOWN SECTION (RECTANGULAR) MOUNT 4'-0" ABOVE FINISHED FLOOR. BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION OF DIFFERENTIAL PRESSURE METER. VALVE SHALL 02 WALL MOUNTED CO2 SENSOR HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS MOUNT 4'-0" ABOVE FINISHED FLOOR. VALVE PRESSURE DROP. ;* EXHAUST DUCT DOWN SECTION (RECTANGULAR) �-y QH WALL MOUNTED DDC HUMIDITY SENSOR AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL MOUNT 4'-0" ABOVE FINISHED FLOOR. TEMPERATURE AND PRESSURE TEST PORTS. SUPPLY DUCT UP SECTION (ROUND). QHS WALL MOUNTED HUMIDISTAT SENSOR UNION. MOUNT 4'-0" ABOVE FINISHED FLOOR. / SUPPLY DUCT DOWN SECTION (ROUND). �� OX REFERENCE NOTES VENTURI FLOW METER. ® LINEAR SLOT DIFFUSER O REFERENCE NOTE - MULTI -DISCIPLINE SHEETS PRESSURE AND/OR TEMPERATURE PORT EXISTING LINEAR SLOT DIFFUSER Q DEMOLITION NOTES THERMOMETER. INDICATES POINT OF CONNECTION BETWEEN NEW RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING AND EXISTING. A B DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME PRESSURE GAUGE WITH GAUGE COCK. SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. Q POINT OF DISCONNECT FIRST DIMENSION IS THAT OF SIDE SHOWN. A 0 FLEXIBLE CONNECTION. ROUND DUCTWORK. — CWS — CONDENSER WATER SUPPLY PIPING. CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN PRESSURE RELIEF VALVE. (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). — CWR — CONDENSER WATER RETURN PIPING. BUILDING CONDENSER WATER SUPPLY PIPING. n MOTORIZED ACTUATOR EXISTING DUCTWORK TO REMAIN BCWR— BUILDING CONDENSER WATER RETURN PIPING. 1r K�r DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED. OPENING IN WALL ABOVE CEILING. —CHWS— CHILLED WATER SUPPLY PIPING. D DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED. EQUIPMENT A3 TYPE EQUIPMENT TAG —CHWR CHILLED WATER RETURN PIPING. MARK OPPOSED BLADE VOLUME DAMPER (OBD). 1" DOOR UNDER CUT. ARROW INDICATES DIRECTION HWS HEATING WATER SUPPLY PIPING. UC OF FLOW J�3111E� FLEXIBLE DUCT CONNECTION. HWR HEATING WATER RETURN PIPING. ELBOW WITH TURNING VANES FIRE DAMPER WITH ACCESS PANEL. CD CONDENSATE DRAIN PIPING. @::� SMOKE DAMPER WITH ACCESS PANEL. R REFRIGERANT PIPING IDENTIFICATION TARGET. B A =DETAIL NUMBER. FS B =SHEET NUMBER ON WHICH DETAIL IS LOCATED. FLOW SENSOR. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL. f_�RD RADIATION DAMPER INSTALLED IN AIR DEVICE { SP STATIC PRESSURE TRANSMITTER ASSEMBLY. EXISTING DUCTWORK TO BE REMOVED RD IN DUCT. RADIATION DAMPER INSTALLED DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY L ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR RECTANGULAR BRANCH DUCT CONNECTION. CONTROL REQUIREMENTS. L=1/4W 45' CONDENSER UNIT OR HEAT PUMP MIN. 4" W EXPOSED DOUBLE WALL INSULATED DUCTWORK MECHANICAL SPECIFICATIONS - 2014 FLORIDA BUILDING CODE (FBC) - 2014 FLORIDA MECHANICAL CODE (FMC) - 2014 FLORIDA PLUMBING CODE (FPC) - 2014 FLORIDA ENERGY CODE (FEC) - NFPA LATEST EDITION - SMACNA DUCT CONSTRUCTION STANDARDS - ASHRAE - 2011 NATIONAL ELECTRIC CODE (NEC) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. VIBRATION ISOLATIO PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. AIR FILTERS: FILTERS SHALL BE 1" FIBERGLASS MEDIA THROW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 30/30 OR EQUAL. DUCTWORK: ALL DIMENSIONS ARE INSIDE NET FREE AREA. MATERIALS: LOW PRESSURE SUPPLY AND RETURN DUCTWORK SHALL BE FIBERBOARD EQUAL TO MANSVILLE FR-800 (SUPERDUCT). PROVIDE MINIMUM "R" VALUE OF 4.2 FOR DUCTS INSTALLED IN CONDITIONED SPACE AND 6.0 FOR DUCT INSTALLED IN UNCONDITIONED SPACE. DUCTWORK SHALL BE LINED WITH ANTI MICROBIAL COATING. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE ALONE IS NOT ALLOWED. GENERAL EXHAUST DUCTS SHALL BE GALVANIZED OR STAINLESS STEEL SHEET METAL. WET EXHAUST DUCTS SHALL BE ALUMINUM OR STAINLESS STEEL SHEET METAL. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH INTERIOR LINER, METAL HELIX, FIBERGLASS INSULATION WITH AN R-VALUE OF 6.0 OR GREATER, AND COPOLYMER SEAMLESS OUTSIDE SLEEVE. THE ENTIRE FLEXIBLE DUCT ASSEMBLY SHALL BE LISTED IN ACCORDANCE WITH UL-181 CLASS 1 AIR DUCT MATERIAL. THE MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 7'-0". FLEXIBLE DUCTWORK SHALL MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE. ALL JOINTS AT CONNECTIONS TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. INSTALL DUCTWORK INDICATED ON DRAWINGS, MAKING NECESSARY CHANGES IN CROSS -SECTIONS AND OFFSETS, WHETHER OR NOT SPECIFICALLY INDICATED. SPIRAL DUCTWORK SHALL BE SIMILAR TO "SEMCO" MODEL SL(85)P LOW PRESSURE. INSULATION: SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, MANVILLE, P11TSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATE ALL. SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED. INSULATION TO HAVE TYPE II FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 25/SMOKE DEVELOPED 50/FUEL CONTRIBUTED 50. INSTALL INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION REQUIREMENTS AS FOLLOWS: - SUPPLY AND RETURN AIR UNCONDITIONED: 2" (R-6 MIN) - OUTSIDE AIR: 2" (R-6 MIN) PROVIDE ALL EXTERIOR INSULATION DUCTWORK OR PIPING EXPOSED TO THE OUTDOORS WITH A MINIMUM 8 MIL THICK ALUMINUM OR PVC JACKET. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF GUARANTEE. CONTROLS: FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATIONAL SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED. COORDINATE WITH DIVISION 16 FOR 120V POWER ROUGH -IN, CONTROL, POWER AND WIRING. REFRIGERANT PIPING: PIPING SHALL BE FIELD FABRICATED ASTM B280 MUELLER STREAMLINE ACR OR READING HARD DRAWN FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY COPPER TUBING. FITTINGS SHALL BE MUELLER OR NIBCO WROUGHT COPPER LONG RADIUS REFRIGERATION TYPE. WORKMANSHIP ON THESE SYSTEMS MUST BE GOOD, AND CLEANLINESS OF PIPING SYSTEMS IS MANDATORY. WORK THAT DOES NOT MEET THESE CRITERIA SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. THE ENGINEER SHALL DETERMINE WHETHER THE WORK MEETS THESE CRITERIA. COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4" FR/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. PAINT ALL INSULATION EXPOSED TO OUTDOORS WITH UV PROTECTIVE PAINT PER MANUFACTURERS RECOMMENDATIONS. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4" DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS SOFT DRAWN TUBING WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU'S. PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING SECURELY ATTACHED TO WALL AT 8'-0" INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS PERMITTED. PROVIDE SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. FURNISH ALL LABOR AND MATERIALS TO REPLACE REFRIGERANT LOST DURING THE ONE YEAR WARRANTY PERIOD. CONDENSATE RAINS: CONDENSATE PIPE TO BE TYPE L COPPER OR SCHEDULE 40 PVC. ROUTE AS INDICATED ON PLANS. UNITS 3 TONS AND SMALLER MAY DRAIN TO GRADE, ELSE COORDINATE WITH PLUMBER TO PROVIDE HUB DRAIN(S) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P-TRAP AT UNIT SIZED FOR 2" GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2" ARMAFLEX (OR EQUAL) INSULATION RATED FOR PLENUM APPLICATION. CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4" PIPE SIZE. DRAIN LINE SHALL SLOPE A MINIMUM OF 1/8" PER FOOT TOWARDS DRAIN. MECHANICAL NOTES 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS AND RECOMMENDATIONS. 2. ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES AT BUILDING SITE PRIOR TO COMMENCING WORK. 3. CONTRACTOR IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 4. PROVIDE 45 DEGREE BRANCH TAKE -OFFS PER SMACNA ALL RECTANGULAR DUCT TAKE -OFFS. 5. GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS, DUCT TAPS SHALL BE MADE WITH CONICAL OR BELL MOUTH FITTINGS. 6. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AS HIGH AS POSSIBLE. FLEXIBLE DUCT RUN -OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS POSSIBLE AND FREE OF SAGS & KINKS. 7. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN -IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 8. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. 9. ALL FANS AND DAMPERS ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. 10. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 11. MOUNT THERMOSTATS AND FAN SWITCHES WHERE INDICATED ON PLANS UNLESS NOTED OTHERWISE. 12. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION, AND ELECTRICAL TRADES. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. 13. REFER TO PLUMBING PLANS FOR CONDENSATE PIPING. Don Bergrr ARCHITECTURE, P:772-466-5832 C:772-708-0164 License No. AA 2600 P.O. Box 13537 4362 Gator Trace Lan Fort Pierce, Horide 34982 St. Lucie Cou. Board of County Commissionli The Becker Hot Remodeling for the St. Lucie Coun Department c Environment, Resources Selvitz Road Fort Pierce, FI 1ta, ,IkItnres, Si 4199 new L u 9'�nAW.398 ( , 407.39 © 2014 Don Begtnan Architecture L.LC Phis doc anent, Sheet No. has been prepared specifically f Project. This document is suitable for use on other pr or in other Locations withoi approval and participation c Bergman Architecture, AR))13560. Reproduction and/o. is prohibited. Sheet Title Mechanical Legend and Abbreviations Revisions: 1 11/20/15 PERK RESF Comm.: Date: 06.22. Drawn: Check CJZ BSH Sheet No. ® .1 RECEIVED NOV 9, A 2015 Of: ENVISONMENTRL RESOURCES Concrete Palo 120 Mood Deck i 11 118 �m Exhibition Are 106 Q E�� Iic Ic,;rt;C O1 E2_200 12-200 _ n._........ Storo lit �''�'; G1-50 00 r! A UC 2 3 C \U0_4 5 06"�E2-2004"0 ,i J �.II NEU 8"0 G3-175 REFERENCE NOTES O 24/12 O.A. LOUVER SIMILAR TO GREENHECK EHH-601D. SEE LOUVER DETAIL FOR MORE INFORMATION. O MOUNT VERTICAL FCU PER DETAIL. SEE DETAIL FOR MORE INFORMATION. O3 24 VOLT AUTOMATIC CLOSING MOTORIZED DAMPER INTERLOCKED WITH FCU. ® MOUNT H.P. ON 4" THICK CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED H.P. DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB -UP PLACE H.P. AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR H.P. SECURELY TO PAD. LOCATION OF H.P. IS APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. PROVIDE UNIQUE NAME PLATE CLEARLY IDENTIFYING EACH UNIT. O REFRIGERANT LINES. ROUTE FROM FCU, UP ABOVE CEILING AND DOWN TO H.P. © WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF THE SUBMITTED MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUNS, CHOOSE ANOTHER MANUFACTURER. Q7 THRU-WALL EXHAUST FAN WITH FACTORY WALL CAP AND BACKDRAFT DAMPER. PROVIDE RELAY AND INTERLOCK WITH LIGHT SWITCH AND CARBON MONOXIDE/HYDROGEN SENSOR. PRIME COAT AND PAINT FACTORY WALL CAP TO MATCH BUILDING COLOR. © EXPOSED SPIRAL SINGLE WALL PAINT GRIP DUCTWORK. 10 24/12 INTAKE AIR LOUVER SIMILAR TO GREENHECK EHH-601D. SEE LOUVER DETAIL FOR MORE INFORMATION. PROVIDE G3 15Q AUTOMATIC CLOSING BACK DRAFT DAMPER. infeten0e Roo 1 1 MINIMUM 26 GAUGE GALVANIZED BATH EXHAUST DUCT SIZED 10 � PER PLAN. ROUTE THROUGH BUILDING PER DETAIL. SEE DETAIL 7"0 FOR MORE INFORMATION. TERMINATE WITH INTEGRAL BACKDRAFT AND SOFFIT VENT DAMPER. SEE DETAIL FOR MORE INFORMATION. ' 12 MINIMUM 26 GAUGE GALVANIZED BATH EXHAUST DUCT SIZED PER PLAN. ROUTE THROUGH BUILDING PER DETAIL. SEE DETAIL FOR MORE INFORMATION. TERMINATE WITH WALL CAP AND INTEGRAL BACKDRAFT DAMPER PER DETAIL. SEE DETAIL FOR MORE INFORMATION. PRIME COAT AND PAINT WALL CAP TO 8"0 MATCH BUILDING COLOR. 1 f 13 CONNECT EXHAUST DUCT TO EXISTING ROOF VENT. FIELD 23-175 VERIFY EXACT LOCATION. GENERAL NOTES 1. CONTRACTOR TO PROVIDE NAMEPLATE FOR EACH HEAT PUMP THAT UNIQUELY IDENTIFIES THE FCU THAT IT SERVES. 2. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD (4" GREATER THAN UNIT DIMENSIONS) FOR ALL CU'S AND HEAT PUMPS PER DETAIL ON SHEET M5.1. NATURAL VENTILATION CALCULATIONS STUDIO APARTMENT = 205 SQUARE FEET TOTAL 8.25 SQUARE FEET OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 9 SQUARE FEET AVAILABLE. Studio A arlrrtent 202 AC 1.1 F-550S S 2 3 C EF S ? w Stora e N 2 7-U7 1 13 E2 250 .. -- — R HP 4 6 3 foer 1 102 UO F-300 6„� UC� d _ 3F �l� �__ _ __ 13 6"� ® Co ; i Bothroo o UC o EF 2 n 12 { HZ 4 6 Exist' Garage E2-250 _ g i col vgeke€ rno Center 7"0 1 66 -LO 3-15 G3-150 EXISTING O .m�m AREA — N.I.C. covered Entry 101 �t _ Rece tion 117 MECHANICAL FLOOR PLAN SCALE : 1/4" = V-0" RECEIVED NMI 2 12015 ENVIRONMENTAL RESOURCES d� Don Ber ARCHITECTI P: 772-466- C: 772-708. License No. AP P.O. Box 1; 4362 Gator Tre Fort Pierce, 34982 St. Lucie ( Board Cour Commis4E The Becker Remodl for t] St. Lucie ( Departm Environr Resou Selvitz Fort Pier Seal: WIt"' b.e. qOR ,_ � �'...... `,011 lA ConsulfgAtl:l g�nuiky © 2014 Don E Architects This document, Shc has been prepared sl Project. This do, suitable for use or or in other locatic approval and parti Bergman Arch AR))13560. Reproduc is prohibited. Sheet Title Mechanical Floor Plan 1 /4"= V -0" Revisions 1 11/20/ Comm.: Drawn: CJZ Sheet No. Of: AIR DEVICE SCHEDULE MARK DESCRIPTION FACE SIZE NECK MATERIAL BASIS OF DESIGN # DAMPER NOTESMANUFACTURER/MODEL A LOUVERED FACE 2 CONE ADJUSTABLE SUPPLY DIFFUSER 24"x24" SEE TABLE BELOW ALUMINUM METAL AIRE 5700-AL Y 1, 2, 3 B LOUVERED FACE 2 CONE ADJUSTABLE SUPPLY DIFFUSER 12%12" SEE TABLE BELOW ALUMINUM METAL AIRE 5700-AL Y 1, 2, 3 C EGGCRATE RET./EXH. GRILLE (1/2"xl/2%1/2") 24"x24" 22"X22" ALUMINUM METAL AIRE CC-5 Y 1, 2 D EGGCRATE RET./EXH. GRILLE (1/2"xl/2"A/2") 12"x12" 10"X10" ALUMINUM METAL AIRE CC-5 Y 1, 2 E1 SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE H4002 Y 1,7 E2 SIDEWALL DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE H4004 Y 1,7 F SIDEWALL/CEILING 45' DEFLECTION RETURN GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE RH Y 1, 2, 7 G1 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 1 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE L-1 Y 1, 2, 7 G2 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 2 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE LT-1 Y 1, 2, 7 G3 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 3 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE LS3-1 Y 1, 2, 7 G4 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 4 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE LS4-1 Y 1, 2, 7 H CURVED SIDEWALL DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE 4004P Y 1, 2 J LINEAR SLOT RETURN SEE PLANS SEE TABLE BELOW ALUMINUM METAL AIRE 6600R Y 1, 2, 3, 5 K PERFORATED FLUSH FACE CEILING SUPPLY (KITCHEN) 24%24" SEE TABLE BELOW ALUMINUM METAL AIRE 7500R-AL Y 1, 2, 3 L LINEAR SLOT SUPPLY DIFFUSER SEE PLANS SEE TABLE BELOW ALUMINUM METAL HIRE 6600 Y 1, 2, 3, 6 NOTES: 1. COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. 2. PROVIDE RAPID MOUNT T-BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3. SUPPLY COMPLETE WITH FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 4. FACE SIZE DEPENDENT UPON NECK SIZE. 5. FOR NON -DUCTED RETURN, PROVIDE LIGHT SHIELD. FOR DUCTED RETURN PROVIDE FACTORY INSTALLED PLENUM BOX WITH k" THICK FOIL BACKED INSULATION. 6. PROVIDE WITH FACTORY INSTALLED PLENUM BOX WITH i" THICK FOIL BACKED INSULATION FOR NOISE REDUCTION AND EXTERNALLY INSULATE PER SPECIFICATIONS. 7. PROVIDE STEEL GRILLE WHEN USED WITH RADIATION DAMPER IN ACCORDANCE WITH U.L. APPROVED PENETRATION DETAIL. A-CFM B-CFM C-CFM El -2. G1-4. H-CFM E1-2. Gt-4. H-CFM (CONY) CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE 0 - 95 6"0 0 - 40 4"14 0 - 2500 22"X22" 0 - 75 6"x6" 301-350 16"x8" 96 - 205 8"0 41 - 60 5"0 D-CFM 76 - 150 10"x6" 351-400 18"x8" 206 - 375 10"0 61 - 95 6"0 151 - 200 12"x6" 401-500 24"x8" 376 - 605 12"0 96 - 145 7^� CFM RANGE NECK SIZE 201 -250 12"x8" 501-575 22"x10" 606 - 850 14"0 146 - 205 8"0 0 - 550 10"X10" 251 - 300 14"x8" 576-650 24"x10" F-CFM F-CFM (CONY) F-CFM (CONY) J-CFM K-CFM CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE 0 - 75 6"x6" 276 - 450 12"x12" 876 - 1000 20"x16" 0 - 95 6"0 0 - 80 6"0 76 - 150 8"x6" 451 - 535 18"x10" 1001 - 1200 24"x16" 96 - 205 8"0 81 - 175 8"0 151 - 200 10"x6" 536 - 590 14"x14" 1201 - 1300 24"x18" 206 - 300 10"0 176 - 320 10"0 201 -235 12"x6" 591 - 670 22"x10" 1301 - 1500 24"x20" 301 - 390 12"0 321 - 520 12"0 236 - 275 14"x6" 671 - 875 24"x12" 1501 - 1800 28"x20" 395 - 450 14"0 521 - 780 14"0 451 - 500 15"0 781 - 1120 16"0 DX FAN COIL UNIT SCHEDULE FAN COOLING COIL HEATING AUXILIARY ELECTRICAL UNIT INFORMATION MARK SERVICE CAPACITY (MBH ® ELECTRIC HEATER NOTES TOFLOWTAL IR E.S.P. DRIVE BLOWER ENTERING ING TOTAL SENSIBLE VOLTAGE/ DIMENSIONSTOPERATING NOMINAL AIRTFLOW (IN.WG.) TYPE SPEED HP AIRMP. AR�TEMP. CAPACITY CAPACITY 17 F) ®240V PHASE MCA MOCP (WxDxH)S) HT MANUFACTURER MODEL NUMBER TONS CFM) (CFM) ('F DB/WB) ('F DB/WB) (MBH) (MBH) FCU-1 OFFICES 100 0.50 DIRECT -- 1/3 78/65 56.2/55.2 29.74 23.53 7.85 5 KW 240/1 28.4 30 18" x 22" x 48" 120 CARRIER FB4CNF030 2.5 1,2,3 FCU-2 EXHIBITION 1800 200 0.50 DIRECT -- 3/4 78/65 57/56 46.50 37.20 28.8 8 KW 240/1 48.5 50 24.5" x 22" x 59.5" 198 CARRIER FV4CNB006 4 1,3,4 NOTES: 1 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, 1" THICK CABINET FOIL FACED INSULATION, AND FUSED DISCONNECT. 2. CONTRACTOR INSTALL MANUFACTURER RECOMMENDED DIGITAL THERMOSTAT IN SPACE AS INDICATED ON UNIT PLANS. 3. ELECTRIC HEATER SHALL ONLY BE ENABLED WHEN HEAT PUMP COMPRESSOR HAS BEEN DISABLED. 4. CONTRACTOR SHALL PROVIDE AND INSTALL MANUFACTURER'S RECOMMENDED HUMIDISTAT FOR HUMIDITY CONTROL SIMILAR TO CARRIER'S "EDGE PROGRAMMABLE RELATIVE HUMIDITY THERMOSTAT" OR EQUIVALENT BY AN APPROVED MANUFACTURER. AIR COOLED HEAT PUMP UNIT SCHEDULE COMPRESSOR ELECTRICAL UNIT INFORMATION PIPE SIZE MARK LOCATION COOLING (MBH) HEATING (MBH ® MINIMUM SEER MINIMUM HSPF NOTES OUTDOOR VOLTAGE/ UNIT SIZE OPERATING 47'F/1TF) DESIGN QN• PHASE MCA MOCP L x W x H WEIGHT MANUFACTURER MODEL NUMBER VAPOR LIQUID TEMP. (F) (LBS) HP-1 GROUND 30.3 30.0/18.7 95 1 240/1 20.8 30 32 x 32" x 40" 172 CARRIER CH14NA030 7/8 3/8 14 8.0 1,2,3,4 HP-2 GROUND 46.5 46.5/28.8 95 1 240/1 28 40 34" x 34" x 40" 225 CARRIER 25HCE448C 7 8 3 8 15 8.2 1,2,3,4 NOTES: 1. PROVIDE COMPLETE WITH R410-A REFRIGERANT, SCROLL COMPRESSOR, FIELD INSTALLED FILTER/DRIER, FRONT SEATING SERVICE VALVES, INTERNAL PRESSURE RELIEF VALVE, INTERNAL THERMAL OVERLOAD, LONG LINE CAPABILITY, LOW AMBIENT CAPABILITY/KIT, ACCUMULATOR, AND HIGH PRESSURE CUTOUT SWITCH. 2. PROVIDE WITH THESE FACTORY OPTIONS: ANTI -SHORT CYCLE RELAY, TIME DELAY RELAY, COMPRESSOR START ASSIST CAPACITOR AND RELAY, CRANKCASE HEATER, EVAPORATOR FREEZE THERMOSTAT, ISOLATION RELAY, LIQUID LINE SOLENOID VALVE, LOW AMBIENT PRESSURE SWITCH KIT, LOW AMBIENT CONDENSER FAN MOTOR SPEED CONTROLLER, AND BI-FLOW TXV. 3. CONTRACTOR TO PROVIDE CODE APPROVED HOUSEKEEPING PAD FOR CONDENSER UNITS TO BE MOUNTED ON. TIE -DOWN CONDENSER UNITS PER HURRICANE EQUIPMENT TIE -DOWN DETAILS. 4. HEAT PUMP COMPRESSOR SHALL NOT OPERATE SIMULTANEOUSLY WITH EMERGENCY ELECTRIC HEATER IN FAN COIL UNIT. DUCTLESS HEAT PUMP SPLIT SYSTEM DX SCHEDULE MARK INDOOR UNIT OUTDOOR UNIT SYSTEM INFORMATION SERVES MANUFACTURER HIGH SPEED AIRFLOW-CFM (WET COIL) FAN MOTOR FLA MCA WEIGHT (LBS) MODEL # COMPRESSOR TYPE MCA FAN MOTOR FLA WEIGHT (LBS) MODEL # REFRIGERANT TYPE VRATEDCOOLING RATED HEATING CAPACITY(MBTU) (4TF 17'F / ) MIN.SUPPLY SEER POWER (V/PH) BREAKER SIZE (AMPS) NOTESINDOOR MARK MARK OUTDOOR AC- 1.1 HP-1.1 STUDIO APT. MITSUBISHI 304 0.67 1.0 29 MSZ-FH09NA DC INVERTER 11.0 0.50 81 MUZ-FH09NA R410A 9.0 10.9/6.7 30.5 208/1 15 1.2,3 NOTES: 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, FUSED DISCONNECT, DIGITAL THERMOSTAT, SELF CHECK FUNCTIONING ON -BOARD DIAGNOSTICS, AND AUTOMATIC POWER OUT RESTART. 2. INDOOR UNIT POWERED BY OUTDOOR UNIT. PROVIDE WITH ALL REQUIRED CONNECTION WIRING, PIPING, AND APPURTENANCES. 3. PROVIDE WITH MANUFACTURER'S UNIT MOUNTED THERMOSTAT AND WIRELESS REMOTE CONTROLLER. 4. VENTILATION AIR PROVIDED BY NATURAL VENTILATION PER SECTION 402-FBC2014-MECHANICAL. SEE PLAN SHEET FOR CALCULATIONS. EXHAUST FAN SCHEDULE MARK AREA SERVED TYPE CFM DRIVE TYPE E.S.P. WATTS/HP R.P.M. VOLTS/PH SONES MANUFACTURER MODEL NO. NOTES EF-1 BATHROOM CABINET 50 DIRECT 0.4 54 WATTS 819 120/10 2.5 GREENHECK SP-880 1 EF-2 BATHROOM CABINET 75 DIRECT 0.4 80 WATTS 772 120/10 1.3 GREENHECK SP-B110 1 El EXISTING GARAGE SIDEWALL 270 DIRECT 0.125 204 WATTS 1625 120/10 6 BROAN 508 2 NOTES: 1. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. SWITCH 2. PROVIDE COMPLETE WITH INTEGRAL FUSED DISCONNECT SWITCH, DESIGNER GRILLE, FACTORY BACKDRAFT DAMPER, AND SWITCH AND CARBON MONOXIDE SENSOR. WITH ROOM LIGHT. RELAY INTERLOCKED WITH LIGHT Don Bergn ARCHITECTURE P:772-466-5832 C:772-708-0164 License No. AA 260( P.O. Box 13537 4362 Gator Trace La Fort Pierce, Florid 34982 St. Lucie Cou Board of County Commission The Becker Ho Remodeling for the St. Lucie Cour Department 1 Environment Resources Selvitz Road Fort Pierce, F1 uu ��GENSF Vf`/JfE OF F� ORIll 111 4", "'" e, ^, enuity 40239E 407,39 © 2014 Don Bergmar Architecture LLC This document, Sheet No. has been prepared specifically Project. This document i suitable for use on other p or in other locations withc approval and participation i Bergman Architecture, AR))13560. Reproduction and/c is prohibited. Sheet Title Mechanical Schedules Revisions : 1 11/20/15 PER RESI Comm.: Date: 06.22 Drawn: Check CJZ BSF Sheet No M-3.1 RECEIVED NOV 2 4 2015 ENVIRUNMENTRL. RESOURCES Of: SIDE TAKE -OFF FITTING - EQUAL 1 TO A FXMASTER STO (22 GA. MIN.) MAX. 15' TRANSITION _k 0.25 D RECTANGULAR DUCT ROUND DUCT 0 9� TO AIR CDa V4 J VALVE a o_ Ln Ln VOLUME DAMPER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200-DS. 3 FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX o DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH 2 FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, 25 a SUPPORT FLEX DUCT EVERY 3'-0" FROM STRUCTURE J d d DUCT CONNECTION DETAILS SCALE: NTS UNION FCU 4" (MIN) CLEAN -OUT PLUGS (UNIT PRESSURE + 2" ) (UNIT PRESSURE + 2" ) NOTES: 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. CONDENSATE DRAIN CONNECTION DETAIL SCALE: NTS UPPER ATTACHMENT PER SMACNA MAXIMUM D/8 OFFSET ALLOWED IN LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER — NECK SIZE TO MATCH FLEX DUCT SIZE INDICATED CEILING (T-BAR SHOWN) GYPSUM BOARD SIMILAR NOVO ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE ADJUSTABLE CLAMP - MAX. SAG 1/2" PER FOOT BETWEEN SUPPORT POINTS SEE NOTE 3 ADJUSTABLE CLAMP STAINLESS STEEL DUCT SEALER INSULATE TOP PANEL / OF LAY -IN DIFFUSER AIR DISTRIBUTION DEVICE, SEE SCHEDULE. LAY -IN SHOWN - SURFACE MOUNT SIMILAR DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN SUPPLY DUCT SIZE AS SHOWN ON PLANS VOLUME DAMPER WITH LOCKING QUADRANT AND 2" STANDOFF PROVIDE CEILING ACCESS PANEL FOR DAMPER ACCESS IN NON -ACCESSIBLE CEILINGS 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 3. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER. INSTALL PER GUIDELINES SET FORTH IN CHAPTER 3 OF THE MOST CURRENT EDITION OF THE S.M.A.C.N.A. TECHNICAL MANUAL TITLED "HVAC DUCT CONSTRUCTION STANDARDS METAL AN FLEXIBLE". 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED. ELBOW RADIUS SHALL BE NO LESS THAN R/D=1.0. FLEXIBLE DUCT INSTALLATION DETAIL SCALE: NTS ACTUAL SIZE OF DUCTS "C" AND "D" CONTINUED INTO CENTRAL TAPER PIECE — ADJUSTABLE SPUTTER DAMPER ON LOW AND MEDIUM PRESSURE SYSTEMS ONLY — NOTES TURNING VAINS m CENTRAL TAPER 1 U 3" CORNER MINIMUM 1. DIMENSION "A" IN INCHES, DIMENSION "B" IN FEET. 2. DEPTH OF "C" AND "D" WILL BE THE SAME. 3. PROPORTION SPLIT ACCORDING TO CFM IN EACH BRANCH. 4. OMIT SPUTTER DAMPER IN DUCTWORK BETWEEN AHU SUPPLY FAN AND TERMINAL BOX INLET. RECTANGULAR DUCT SPUTTER DETAIL SCALE: NTS MAIN DUCT SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) - SPIN IN FITTING INSULATION AS SPECIFIED DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET / DRAWBAND ON FLEXIBLE Don B e r 1 DUCT (INNER SLEEVE) A R C H I T E C T U I INSULATION AND JACKET P:772-466-5E C: 772-708-0, FLEXIBLE DUCT License No. AA< BUTTERFLY DAMPER WITH LOCKING QUADRANT OPERATOR WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND SHEETMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) OVERLAP FULL DISTANCE OF NECK NOTES: 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT-H. FLEXIBLE DUCT CONNECTION DETAIL SCALE: NTS PROVIDE ANGLES AT TOP AND SIDES CAULK (TYPICAL) ACCESS DOOR LOUVER CAM LOCK LATCH PROVIDE INSULATED METAL PANEL ON UNUSED PORTION OF LOUVER. CAULK EDGES AIR TIGHT. DUCT CONNECTION TO LOUVER SCALE: NONE DAMPER WHERE SPECIFIED P.O. Box 135: 4362 Gabor Trace Fort Pierce, Fh 34982 St. Lucie G Board c Count, Commissic The Becker F Remodeli for the St. Lucie Co Departmer Environme Resourcf Selvitz Ro; Fort Pierce, Seal:_,,,,,,,,_ N j.. Coi{eeJ��yt�+►���� 9I99 n eaIU ©2014 Don Bergn Architecture L This document, Sheet No has been prepared specifics Project. This docume suitable for use on othe or in other locations wi approval and participati Bergman Architects AR))13560. Reproduction ar is prohibited. Sheet Title: Mechanical Schedules Revisions Comm.: Dat 06, Drawn: Che CJZ E Sheet No. M-4. Of: PAINTED STEEL ROOF JACK WITH INTEGRAL FLASHING, BACKDRAFT DAMPER AND BIRDSCREEN. PAINT TO MATCH ROOF COLOR. ca z a a a SCREWS TYPICAL- 1" MIN NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SO FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL. SHINGLE ROOF, REFER TO ARCHITECTURAL DRAWINGS EXHAUST DUCT FROM PLANS ROUTED TO ROOF CAP. ROOF CAP AS MANUFACTURED BY BROAN OR EQUIVALENT. OMIT SCREEN FOR DRYER VENT. INCLUDE BIRD SCREEN FOR FRESH AIR INTAKE AND BATHROOM EXHAUST. INSTALL PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. USE MODEL NUMBER PER CONNECTION DUCT SIZE ON PLANS. DUCT SIZE MQDEU 3" OR 4' 636 6" 634M 7" 634 W/REDUCER 8" 634 ROOF EXHAUST CAP DETAIL NTS SEE NOTE 3 THREADED HANGER ROD -VANIZED IGER STRAP UNISTRUT OR ANGLE IRON --,,,� STRAP OR AAIl�I C _ ,1111 h � �ul CONTINUOUS HANGER STRAP AROUND DUCT BAND TRAPEZE HANGERS F STRAPS HANGER BAND DUCT HANGER DETAIL SCALE: NTS 36" DIA. MAX. 36" DIA. MAX. MOTORIZED WALL (EX' WALL MOUNTED FAN DETAIL SCALE: NONE FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK: SUSPEND WITH PROPERLY SIZED CONCRETE INSERTS OR EXPANSION ANCHORS . -ba DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE SUPPORT FAN FROM FACTORY MOUNTED BRACKETS CEILING EXHAUST GRILLE THREADED HANGING ROD ACK FOR METAL ROOF DECKS OR WOOD STRUCTURE: SUSPEND FROM STRUCTURE OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL ELEMENTS. BEAM CLAMP FLEXIBLE CONNECTOR WITH GROUND STRAP (TYP.) AIR FLOW ---- —NEOPRENE GROMMET AND SHAFT SLEEVE SECURED WITH STEEL WASHERS & NUTS ON BOTH SIDES OF EACH MOUNTING BRACKET (TYPICAL-4) DO NOT SUPPORT FAN FROM CEILING CEILING MOUNTED EXHAUST FAN DETAIL SCALE: NTS INTEGRAL BACKDRAFT DAMPER — INTEGRAL FACTORY OPEN WIRE STYLE GRILLE 0 DUCT CLIPS SCREWS DEFLECTO MODEL EVE/6 UNDEREVE VENT OR EQUIVALENT. EXHAUST EAVE VENT DETAIL SCALE: NTS DOWN EQUIPMENT ON ALL SIDES H MINIMUM #14 SCREWS AND GASKETED WASHERS. FOLLOW TABLE FOR QUANTITY OF SCREWS PER SIDE TO USE BASED ON LENGTH OF SIDE TO BE SECURED. FASTENER QUANTITY TABLE LENGTH OF SIDE QUANTITY LESS THAN 12" 1 PER SIDE 12" TO 24" 2 PER SIDE 24" TO 36" 3 PER SIDE GROUND MOUNTED EQUIPMENT TIE DOWN DETAIL SCALE: N.T.S. FIN.CEILIP RETURN . MECH. RI FLEXIBLE FIN.FL001 'C' CHAN SUPPORT .... VERTICAL FAN COIL UNIT SCALE:NTS Don Bergma: ARCHITECTURE, LL P:772-466-5832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie Count Board of County Commissioners The Becker House Remodeling for the St. Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal: W VePE CT �•; •��CENSF :OAP 880 1 Xfi� OF ; ct :CTION -RIGERANT LINES 1 PLENUM BASE E DETAIL ON THIS SHEET) RATION ISOLATION DER TO PLUMBING PLANS 2 CONDENSATE p, RECEIVED �onstadF�i�tli t lte�. 4,9"old,. oiara Sao ,sire oaaom,ruzeta /� genuit.g 407'98-07(p) 2014 Don Bergman Architecture LLC This document, Sheet No. M-4.2 has been prepared specifically for thi! Project. This document is no suitable for use on other project; or in other locations without th( approval and participation of Dot Bergman Architecture, LLC AR))13560. Reproduction and/or trust is prohibited. Sheet Title Mechanical Details Revisions: 1 11/20/15 PERMF RESPONSE Comm.: Date : 06.22.15 Drawn : Checked: CJZ BSH Sheet No. M-4.2 Of: NOV 2 3 2015 ENVIRONMENTAL RESOURCES ELECTRICAL SYMBOLS LEGEND ABBREVIATIONS LIGHTING FIXTURE SCHEDULE POWER LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) 209 DUPLEX RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE 1' X 4' FLUORESCENT LIGHT FIXTURE. NUMBER INDICATES ETR UNLESS OTHERWISE NOTED. WP=WEATHERPROOF. NUMBER BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. LOWER ® INDICATES BRANCH CIRCUIT. SEE PANEL BOARD SCHEDULE. CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. ETR = EXISTING TO REMAIN. UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. (NL = NIGHT LIGHT). DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR ® HEIGHT INDICATED. +44" AFF TO CENTER. O RECESSED COMPACT FLUORESCENT OR LED DOWNLIGHT. NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE IS GFI RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE CONNECTED. LOWER CASE LETTER INDICATES SWITCH WHICH UNLESS OTHERWISE NOTED. WP DENOTES WEATHERPROOF CONTROLS FIXTURE. UPPER CASE LETTER INDICATES COVER. NO FEED THRU TYPE DEVICES TO BE USED. FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR ® HEIGHT INDICATED. NO FEED THRU DEVICES TO BE USED. SURFACE MOUNT COMPACT FLUORESCENT OR LED PENDANT. O +44" AFF TO CENTER. NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. LOWER CASE LETTER INDICATES SWITCH WHICH OC JUNCTION BOX WITH IDENTIFIED BLANK COVER CONTROLS FIXTURE. UPPER CASE LETTER INDICATES C = CEILING MOUNTED FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ® EMERGENCY LED EXIT SIGN SINGLE FACE WITH INTEGRAL 90 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. MINUTE EMERGENCY BATTERY POWER SUPPLY. TWO DUPLEX GFI RECEPTACLES WITH COMMON COVER MOUNTED 4kZIll EMERGENCY LIGHT WITH INTEGRAL BATTERY PACK - 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. DUAL HEAD TWO DUPLEX GFI RECEPTACLES WITH COMMON COVER MOUNTED SERVICE AND DISTRIBUTION ABOVE COUNTER OR AT HEIGHT INDICATED. +44" AFF TO CENTER. Su SINGLE POLE SWITCH (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED S3 THREE WAY SWITCH (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) 3.N0 FUSED DISCONNECT SWITCH. 3-POLE, 30AMP ASTERISK INDICATES TO FUSE ACCORDING TO MANUFACTURERS Sos WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 3R SWITCH LITHONIA LIRW SERIES. RATED OUTDOORS. ®* CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR NON -FUSED DISCONNECTH.30UTDOORS AMP. NEMA 1 NF RATED TRSRAT LUTRON LOS-CDT SERIES. "*" INDICATES FIXTURES IN SENSOR'S ZONE OF CONTROL. Sao 2-POLE 30AMP MOTOR RATED SWITCH WITH INTEGRAL FIRE ALARM OVERLOADS. HEARING IMPAIRED (PROVIDE AT EACH HEARING IMPAIRED, ADA UNIT) DOORBELL PUSH BUTTON CONNECTED TO VISUAL DB NOTIFICATION DEVICE WITHIN HEARING IMPAIRED UNITS. FLUSH WALL MOUNTED AT 48" AFF TO TOP OF DEVICE UNLESS OTHERWISE NOTED. HEARING IMPAIRED SYSTEM PUSH BUTTON SHALL BE 120V RATED FLUSH PUSH BUTTON. ALLIED OR EQUAL. (3) #12 AWG, 1/2" CONDUIT PROVIDE 120V, 20 AMP CONNECTION FOR ALL DEVICES FROM EXISTING CIRCUITS. VISUAL NOTIFICATION DEVICE FOR HEARING IMPAIRED AND HANDICAP DESIGNATED UNIT. FLUSH WALL MOUNTED 80" AFF TO BOTTOM OF DEVICE UNLESS OTHERWISE NOTED. HEARING IMPAIRED DEVICE SHALL BE 120V #BRK-SL177 OR EQUAL. (3) #12 AWG, 1/2" CONDUIT PROVIDE 120V, 20 AMP CONNECTION FOR ALL DEVICES FROM EXISTING CIRCUITS. COMBINATION AUDIBLE/VISUAL SIGNALING UNIT- HORN/FLASHING "FIR LIGHT WALL MOUNTED 80" AFF UNLESS OTHERWISE NOTED. WP=WEATHER PROOF. A=AUDIBLE ONLY. 75 CANDELA UNLESS NOTED OTHERWISE. [DO FIRE ALARM SYSTEM, RESIDENTIAL UNIT MINI -HORN. 1208 CEILING OR WALL MOUNTED 120 RATED RESIDENTIAL SELF CONTAINEDT SMOKE DETECTOR. ALL UNITS SHALL BE ELECTRONICALLY TIED TOGETHER AND ALARM ALL AT ONE TIME. A - AMPERES KAIC - THOUSAND). AMPERE LIGHTING FIXTURE SCHEDULE A/C - AIR CONDITIONING INTERRUPTING CAPACITY TYPE MANUFACTURER & CATALOG NO. DESCRIPTION LAMPS VOLTS OR APPROVED EQUALS BY KCMIL - THOUSANDS OF CIRCULAR AC - ALTERNATING CURRENT MILLS AFF - AFG - ABOVE FINISHED FLOOR ABOVE FINISHED GRADE KVA - KW - KILOVOLT -AMPERES KILOWATT A COOPER LIGHTING PD610ED010-PDM6A835-61VC 6"0 RECESSED LED DOWNUGHT 13W LED 120 AS APPROVED BY OWNER AHU - AWG - AIR HANDLING UNIT AMERICAN WIRE GAUGE LED - LTG - LIGHT EMITTING DIODE LIGHTING B JUSTICE DESIGN GROUP FSN-8583-20-DROP-NCKL SURFACE MOUNT VANITY (3)13W GU24 120 AS APPROVED BY OWNER `+ COOPER LIGHTING 4SLWP394OND-120V CEILING MOUNT 4' LED WRAPAROUND 39W LED 120 AS APPROVED BY OWNER C - CFL - CONDUIT COMPACT FLUORESCENT MCP - MCU - MOTOR CIRCUIT PROTECTION MASTER CONTROL UNIT D COOPER LIGHTING FMLED12WH840PR SURFACE MOUNT 12" LED ROUND DOME 14W LED 120 AS APPROVED BY OWNER CH - CM - CONC - LAMP COUNTER HEIGHT CARBON MONOXIDE CONCRETE MH - N - NA - METAL HALIDE NEUTRAL NOT APPLICABLE E SEA GULL LIGHTING 1540-15 & 16059BLE-15 PADDLE FAN WITH LIGHT KIT 40W LED 120 AS APPROVED BY OWNER EM SURE -CITES LEM LED EMERGENCY LIGHT WITH INTEGRAL BATTERY PACK 2W LED 120 AS APPROVED BY OWNER NEC - NATIONAL ELECTRICAL CODE COND - CONDUIT NEMA - NATIONAL ELECTRICAL CU - COPPER MANUFACTURERS ASSOCIATION DEMO - DEMOLITION NFPA - NATIONAL FIRE PROTECTION ASSOCIATION EX SURE-LITES APXEL72G LED EXIT SIGN WITH INTEGRAL BATTERY PACK 5W LED 120 AS APPROVED BY OWNER DISC - ECB - DISCONNECT ENCLOSED CIRCUIT BREAKER NF - NIC - NON -FUSED NOT IN CONTRACT F COOPER LIGHTING 2SLWP204OND-120V CEILING MOUNT 2' LED WRAPAROUND 23W LED 120 AS APPROVED BY OWNER G LBL LIGHTING LP835-WH-LED830 CEILING SURFACE MOUNT LED 36" PENDANT 30W LED 120 AS APPROVED BY OWNER ELEC - EM - ELECTRICAL EMERGENCY NL - O.C. - NIGHT LIGHT ON CENTER EMS - ENERGY MANAGEMENT SYSTEM P - POLE H COOPER LIGHTING XTOR2A-WT-LUMAR CROSSTOUR DECORATIVE W.P. WALL MOUNTED SCONCE - (5000K) 20W LED 120 AS APPROVED BY OWNER EMT - ELECTRICAL METALLIC TUBING PNL - PANELBOARD EF - EXHAUST FAN PVC - POLYVINYL CHLORIDE EWC - ELECTRIC WATER COOLER RGS - RIGID GALVANIZED STEEL LIGHTING FIXTURES SCHEDULE NOTES - EX — EXISTING RM — ROOM 1. PROVIDE ALL DEVICES, MOUNTING EQUIPMENT, CHAIN, STRAIN RELIEFS, CUPS, ESCUTCHEONS, PLATES AND FA - FIRE ALARM SPEC - SPECIFICATION STRUCTURAL SUPPORTS FOR THE INSTALLATION AND CONNECTION OF ALL LIGHTING FIXTURES. FACP - FIRE ALARM CONTROL PANEL SS - STAINLESS STEEL 2. 2'X4' RECESSED LIGHTING FIXTURES SHALL BE SUPPORTED BY TWO 12—GAUGE WIRES FROM PERMANENT STRUCTURE. ALL RECESSED DOWNUGHTS SHALL BE SUPPORTED BY ONE 12—GAUGE WIRE CONNECTED TO FBC - FLORIDA BUILDING CODE TVSS - TRANSIENT VOLTAGE SURGE STRUCTURE. GFI - GND — GROUND FAULT INTERRUPTER GROUND TYP _ LION - SUPPRESSION TYPICAL UNLESS OTHERWISE NOTED 3. 4. ALL LAMPING COLOR TEMPERATURE SHALL BE 35GOK FOR ALL LIGHTING FIXTURES. ALL COMPACT FLUORESCENT LIGHTING FIXTURES SHALL UTILIZE ELECTRONIC BALLASTS. GRC — GALVANIZED RIGID CONDUIT V — VOLTS 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FINAL LOCATION OF LIGHTING FIXTURES. HVAC — HEATING VENTILATING AND AIR CONDITIONING W — WIRE 6. COORDINATE THE ACTUAL TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. IWH - INSTANTANEOUS WATER WP - WEATHERPROOF HEATER H.I.D. - HIGH INTENSITY DISCHARGE OCCUPANCY SENSOR DETAILS I I.G. - ISOLATED GROUND H (BLACK) J - JUNCTION i Ilk TEST SWITCH Ii N WALL SWITCH TEST SWITCH AC BALLAST EMERGENCY BALLAST H RED INDICATOR LIGHT EMERGENCY BALLAST WIRING DETAILS WALL POWER 1ST SWITCH(S) PACK OCCUPANCY ODP7-070 SENSOR H (BLACK) OCCUPANCY SENSOR (AS REQUIRED) OCCUPANCY SENSORS: LEVITON OSC10-MO POWER PACK: LEVITON ODP7-070 ADD -A -RELAY: LEVITON ODAOO-000 N TO LUMINAIRES CEILING OCCUPANCY SENSOR DETAIL WALL SWITCH / SENSOR LEVITON ODSOD-IDA H (BLACK) TO MORE LUMINAIRES (IF NEEDED) (RED) (BLUE) TO LUMINAIRES N (WHITE) WALL SENSOR DETAIL THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRICAL CODE. VOLTAGE DROP THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANELS (2%) AND DOWNSTREAM BRANCH CIRCUITS (3%). Don Bergr. ARCHITECTURE P: 772-466-5832 C:772-708-0164 License No. AA 2601 P.O. Box 13537 4362 Gabor Trace La Fort Pierce, Florie 34982 St. Lucie CoL Board of County Co1T miSSiol1 The Becker He Remodelinj for the St. Lucie Coul Department Environment Resources Selvitz Road Fort Pierce, F Seal;,\\\\IIIIII////, STAbl , Consultant: 4J98 iten � dll� 9 ity 400]39 2014 Don Bergmai Architecture LLC This document, Sheet No. has been prepared specifically Project. This document suitable for use on other p or in other locations with approval and participation Bergman Architecture AR))13560. Reproduction and/ is prohibited. Sheet Title Electrical Legend and Abbreviations 1 /4"= V-0" Revisions Comm.: 15-016 Date 06.2, Drawn: ER Chec] JBI Sheet No. E-O.0 OF ,r E'A � Of: I. GENERAL REQUIREMENTS - DIVISION 16 ELECTRICAL: A. PERFORM ALL WORK IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE, NFPA 70 (NEC-2011) AND NFPA 101 (LIFE SAFETY CODE), INSTALL AND CONNECT PER AND THE REGULATIONS OF THE LOCAL UTILITY TELEPHONE, CABLE TELEVISION AND POWER UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS AND APPROVAL, AND THE LIKE, AND DELIVER SUCH CERTIFICATES TO THE OWNER. B. THE CONTRACTOR SHALL FURNISH, PERFORM, OR OTHERWISE PROVIDE ALL LABOR (INCLUDING, BUT NOT LIMITED TO, ALL PLANNING, PURCHASING, PAINTING, TRANSPORTING, RIGGING, HOISTING, STORING, INSTALLING, TESTING, CHASING, CHANNELING, CUTTING, TRENCHING, EXCAVATING AND BACKFILUNG), COORDINATION, FIELD VERIFICATION, EQUIPMENT INSTALLATION, SUPPORT, AND SAFETY, SUPPLIES, AND MATERIALS NECESSARY FOR THE CORRECT INSTALLATION OF COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEMS (AS DESCRIBED OR IMPLIED BY THESE SPECIFICATIONS AND THE APPLICABLE DRAWINGS). C. ALL DRAWINGS AND SPECIFICATIONS ON THE PROJECT ARE COMPLEMENTARY, EACH TO ALL OTHER SETS, AND THEY SHALL BE USED IN COMBINATION FOR THE EXECUTION OF THIS WORK, DIVISION 16 WORK SHOWN ON ANY ONE SET OF DRAWINGS, INCLUDING ALL ARCHITECTURAL DRAWINGS, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR GENERAL WORK AND EQUIPMENT, AND DIVISION 16 WORK CALLED FOR UNDER ANY SECTION OF THE PROJECT SPECIFICATIONS, SHALL BE CONSIDERED AS INCLUDED IN THIS WORK UNLESS SPECIFICALLY EXCLUDED BY INCLUSION IN SOME OTHER BRANCH OF THE WORK. THIS SHALL INCLUDE ROUGHING -IN FOR CONNECTIONS AND EQUIPMENT AS CALLED FOR OR INFERRED, THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SPECIFICATIONS FOR THE PROJECT AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL DIVISION 16 WORK. D. THE CONTRACTOR SHALL CAREFULLY CHECK THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER TRADES AND DIVISIONS BEFORE INSTALLING ANY OF HIS WORK. HE SHALL IN ALL CASES CONSIDER THE WORK OF ALL OTHER TRADES, AND SHALL COORDINATE HIS WORK WITH THEM SO THAT THE BEST ARRANGEMENTS OF ALL EQUIPMENT, PIPING, CONDUIT, DUCTS, ROUGH -IN, ETC., CAN BE OBTAINED. E. LOCATIONS DESIGNATED FOR OUTLETS, SWITCHES, DEVICES, EQUIPMENT, ETC., ARE APPROXIMATE AND FINAL LOCATIONS SHALL BE VERIFIED IN THE FIELD AND CHECKED WITH ARCHITECTURAL AND ID DRAWINGS. CONTRACTOR SHALL LOCATE ALL DEVICES UP TO 5 FEET IN ANY DIRECTION AS DIRECTED BY OWNER AND PER CODE. WHERE INSTRUCTIONS OR NOTES ARE INSUFFICIENT TO CONVEY THE INTENT OF THE DESIGN, CONSULT THE OWNER PRIOR TO BIDDING AND INSTALLATION. F. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING THE LOCATIONS OF DEVICES TO BE USED AND COORDINATING THE FINAL LOCATIONS OF ELECTRICAL EQUIPMENT WITH MILLWORK, SINKS, BENCHES, COUNTERS AND SHELVING PRIOR TO BIDDING AND INSTALLATION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. G. DIVISION 16 CONTRACTOR SHALL HAVE HAD EXPERIENCE OF AT LEAST THE SAME SIZE AND SCOPE AS THIS PROJECT, ON AT LEAST TWO OTHER PROJECTS WITHIN THE LAST FIVE YEARS IN ORDER TO BE QUALIFIED TO BID THIS PROJECT. H. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION OF THE SPECIFICATIONS TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT COST TO OWNER, PROVIDED SUCH DEFECTS OR FAILURES ARE NOT DUE TO ABUSE, NEGLECT, OR LACK OF REASONABLE AND ORDINARY MAINTENANCE. 1. ALL WORK SHALL BE EXECUTED IN A WORKMANSHIP MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE UPON COMPLETION. J. BALANCE LOAD AS EQUALLY AS PRACTICABLE ON ALL FEEDERS, BRANCH CIRCUITS AND PANEL BUSES. K. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANT'S FURNISHINGS OR EQUIPMENT. L. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, WALLS, STAIRS, MECHANICAL WORK, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. M. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, TO PERMIT INSPECTION AS REQUIRED. IN ACCORDANC E WITH DI VISION 1 AND THE CONDITIONS OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHA NGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. II. ELECTRICAL SCOPE: A. FURNISHING AND INSTALLATION OF ELECTRIC LIGHTING SYSTEMS, POWER SYSTEMS, AND AUXILIARY SYSTEMS AS SHOWN OR HEREIN SPECIFIED. B. CONNECTION OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION, MENTIONED IN THIS DIVISION OR SHOWN ON DRAWINGS, WHETHER FURNISHED BY DIVISION 16 OR UNDER OTHER DIVISIONS, OR FURNISHED BY OWNER, INCLUDING FIRE PROTECTION AND FIRE SPRINKLER SYSTEMS. C. FURNISHING AND INSTALLATION OF OUTLET BOXES, CONDUIT RACEWAYS, TERMINAL BOARDS, POWER AND GROUNDING FOR A COMPLETE TELEPHONE, TELEVISION AND DATA RACEWAY DISTRIBUTION SYSTEM. (TELEPHONE AND DATA HARDWARE, AS WELL AS SOFTWARE IS NOT INCLUDED.) D. FURNISH AND INSTALL A COMPLETE EXPANSION OF THE FIRE ALARM SYSTEM. E. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING THE OFFICES OF ALL LOCAL AND/OR STATE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT IN ORDER TO SCHEDULE ALL REQUIRED INSPECTIONS AND OBTAIN ALL NECESSARY PERMITS, ETC. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ALL SCHEDULED INSPECTIONS AT LEAST TWO WEEKS IN ADVANCE OF THE SCHEDULED DATE. F. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WITHOUT COST TO THE OWNER WITHIN THE STIPULATED GUARANTEED PERIOD. G. IT SHALL BE THE RESPONSIBILITY OF THE DIVISION 16 CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE FOR ALL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE PERSONNEL TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC. TO PERMIT INSPECTION AS REQUIRED. H. SUBMIT TO THE ARCHITECT/ENGINEER PROMPTLY AFTER AWARD OF CONTRACT AND PRIOR TO PURCHASING, SIX COPIES OF MANUFACTURER'S SHOP DRAWINGS IN ACCORDANCE WITH DIVISION 1, SUBMITTALS FOR THE FOLLOWING ITEMS. ALL SHOP DRAWINGS OF A SPECIFIC ITEM OR SYSTEM SHALL BE MADE IN ONE SUBMITTAL AND WITHIN TEN DAYS AFTER AWARD OF CONTRACT. 1. PANELBOARDS 6. DISCONNECT SWITCHES 2. LIGHTING FIXTURES 7. CONDUIT 3. 120V SMOKE/CO2 DETECTORS 8. CONDUCTORS 4. WIRING DEVICES 9. LOAD CENTERS 5. METER CENTERS 10. TVSS J. COMPLETED WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS AND AFTER COMPLETION, PERFORM TESTS FOR INSULATION RESISTANCE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. ALL WIRING SYSTEMS SHALL BE COMPLETELY AND TOTALLY "SAFED" DURING CONSTRUCTION. ONLY QUALIFIED PERSONNEL SHALL HANDLE ELECTRICAL SYSTEMS. K. THE ELECTRICAL CIRCUITS, COMPONENTS, AND CONTROLS FOR ALL EQUIPMENT ARE SELECTED AND SIZED, BASED ON THE EQUIPMENT SPECIFIED. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT ARE FURNISHED, IT SHALL BE THE RESPONSIBILITY OF ALL PARTIES CONCERNED, INVOLVED IN, AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY AND COMPARE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED AND/OR SHOWN. IF GREATER CAPACITY OR MORE MATERIALS OR LABOR IS REQUIRED FOR THE ROUGH -IN, CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR, THEN IT SHALL BE THE RESPONSIBILITY OF THE PARTIES INVOLVED IN PROVIDING THE SUBSTITUTE AND/OR EQUIVALENT ITEMS OF EQUIPMENT TO PROVIDE ALL COMPENSATION FOR ADDITIONAL CHARGES MADE FOR THE PROPER ROUGH -IN, CIRCUITRY AND CONNECTIONS FOR THE EQUIPMENT FURNISHED. NO ADDITIONAL CHARGES ABOVE THE BASE BID SHALL BE ALLOWED FOR SUCH REVISIONS. H BEFORE ROUGH -IN OF CIRCUITRY OR CONNECTING TO EQUIPMENT, FURNISHED UNDER THIS DIVISION, ANY OTHER DIVISION, OR BY THE OWNER, THE CONTRACTOR SHALL VERIFY THE ELECTRICAL- CHARACTERISTICS AND REQUIREMENTS OF THE EQUIPMENT BEING FURNISHED AND FOR THAT SPECIFIED AND SHOWN ON THE DRAWINGS AND PROVIDE FOR PROPER ROUGH -IN AND CONNECTION. M. EXCAVATION FOR UNDERGROUND ELECTRICAL STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10'; PLUS A SUFFICIENT DISTANCE TO PERMIT PLACING AND REMOVAL OF CONCRETE FORMWORK, INSTALLATION OF SERVICES, OTHER CONSTRUCTION, AND FOR INSPECTION. N. TRENCHING: EXCAVATE TRENCHES FOR ELECTRICAL INSTALLATIONS AS FOLLOWS: 1. EXCAVATE TRENCHES TO THE UNIFORM WIDTH, SUFFICIENTLY WIDE TO PROVIDE AMPLE WORKING ROOM AND A MINIMUM OF 6" TO 9" CLEARANCE ON BOTH SIDES OF RACEWAYS AND EQUIPMENT. 2. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED. 3. LIMIT THE LENGTH OF OPEN TRENCH TO THAT IN WHICH INSTALLATIONS CAN BE MADE AND THE TRENCH BACKFILLED WITHIN THE SAME DAY. 4. WHERE ROCK IS ENCOUNTERED, CARRY EXCAVATION BELOW REQUIRED ELEVATION AND BACKFILL WITH A LAYER OF CRUSHED STONE OR GRAVEL PRIOR TO INSTALLATION OF RACEWAYS AND EQUIPMENT, PROVIDE A MINIMUM OF 6" OF STONE OR GRAVEL CUSHION BETWEEN ROCK BEARING SURFACE AND ELECTRICAL INSTALLATIONS. 0. THE CONTRACTOR SHALL PROVIDE ALL INSERTS FOR THE SUPPORT OF DIVISION 16 EQUIPMENT TO BE PLACED IN CONCRETE OR THROUGH CONCRETE SLABS AS CONSTRUCTION PROGRESSES. HE SHALL PROVIDE ALL MISCELLANEOUS HANGING AND SUPPORTING HARDWARE. ALL ELECTRICAL WORK IS TO BE CONCEALED IN OR BUILT INTO GENERAL CONSTRUCTION SHALL BE PLACED AS CONSTRUCTION PROGRESSES. FAILURE OF THE CONTRACTOR TO COORDINATE WORK WITH OTHER TRADES AND THE PROJECT CONSTRUCTION PROGRESS SHALL MAKE HIM RESPONSIBLE FOR ALL COST OF CUTTING AND PATCHING, AS REQUIRED TO INSTALL WORK. NO STRUCTURAL MEMBER, MASONRY CONSTRUCTION OR FINISHED WORK SHALL BE CUT OR ALTERED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER. CONTRACTOR SHALL FIRE RATE ALL PENETRATIONS THROUGH ALL FIRE RATED SLABS OR WALLS PER THE INTENDED RATING. P. THE CONTRACTOR SHALL SUPPLY AND SET INTO PLACE ALL WALL SLEEVES FOR CONDUITS AND CEILING INSERTS FOR HANGERS IN AREAS OF NEW CONSTRUCTION AS BUILDING CONSTRUCTION PROGRESSES. INSTALL EQUIPMENT NOTED TO BE CONCEALED IN WALLS BEFORE WALLS ARE CONSTRUCTED IN ORDER THAT WALLS MAY BE CONSTRUCTED AROUND CONDUITS, ENCLOSURES, ETC. Q. METALLIC MATERIALS SHALL BE PROTECTED AGAINST CORROSION. EQUIPMENT ENCLOSURES SHALL BE GIVEN RUST -INHIBITING TREATMENT AND STANDARD FINISH BY MANUFACTURER. ALUMINUM SHALL NOT BE USED ON CONTACT WITH EARTH, AND, WHERE CONNECTED TO DISSIMILAR METAL, SHALL BE PROTECTED BY SUITABLE FITTINGS AND TREATMENT. ALL FERROUS METALS SUCH AS ANCHORS, BOLTS, BRACES, BOXES, BODIES, CLAMPS, FITTINGS, GUARDS, NUTS, PINS, RODS, SHIMS, THIMBLES, WASHERS, AND MISCELLANEOUS PARTS, NOT OF STAINLESS STEEL OR NONFERROUS MATERIALS, SHALL BE HOT -DIPPED GALVANIZED. R. ALL CONDUITS STUBBED OUT FOR FUTURE USE SHALL HAVE A PULL WIRE INSTALLED, A PLASTIC CAP INSTALLED AND BE IDENTIFIED AS TO THE CONDUIT ORIGIN. S. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR, THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING AND FINISHING SHALL BE BY THE CONTRACTOR. T. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. U. ANY PENETRATIONS OF FIRE OR SMOKE RATED ASSEMBLIES MADE BY THIS CONTRACTOR IN VERTICAL OR HORIZONTAL CONSTRUCTION SHALL BE SEALED AND PROTECTED BY THIS CONTRACTOR IN ORDER TO MAINTAIN THE ESTABLISHED FIRE RATING WITH METHODS AS APPROVED BY THE AUTHORITY HAVING JURISDICTION AND U.L. III. IDENTIFICATION: A. IDENTIFICATION NAMEPLATES SHALL BE LAMINATED PLASTIC, SECURED TO EQUIPMENT WITH TWO STAINLESS STEEL SCREWS. B. EACH PANELBOARD AND METER CENTER SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2" MINIMUM LETTERS, SECURELY FASTENED TO THE DEVICE. C. EACH INDIVIDUALLY MOUNTED CIRCUIT BREAKER, SWITCH, MOTOR STARTER, RELAY PANEL, LIGHTING CONTACTOR, TRANSFORMER AND/OR ANY OTHER CONTROL OR PROTECTIVE DEVICE INCLUDING EQUIPMENT DISCONNECT SWITCHES SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2" MINIMUM LETTERS. D. PANELBOARDS SHALL HAVE TYPEWRITTEN DIRECTORIES. ALL CIRCUITS TO BE IDENTIFIED BY DEVICES SERVED AND ROOM NUMBERS (I.E., LIGHTING ROOM 216). HANDWRITTEN DIRECTORIES WILL NOT BE ALLOWED. E. EACH JUNCTION BOX CABINET OR WIREWAY LARGER THAN 6" X 6" SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2" MINIMUM LETTERS INDICATING THE SYSTEM ENCLOSED. F. ALL SYSTEMS JUNCTION BOXES AND CONDUIT SHALL BE COLOR CODED INSIDE AND OUTSIDE OF THE BOX PRIOR TO THE INSTALLATION OF CONDUCTORS PER THE FOLLOWING: 1. CCTV SYSTEM: VIOLET 2. TELEPHONE DATA SYSTEM: BLUE G. ENTIRE BOX INSIDE AND OUT , INCLUDING COVER, SHALL BE PAINTED PRIOR TO INSTALLING CONDUCTORS. IV. WIRING DEVICES: A. SWITCHES SHALL BE 20 AMP COMMERCIAL GRADE 125 VAC. GRAY IN COLOR WITH STAINLESS STEEL COVERPLATES FOR COMMON AREAS. B. RECEPTACLES SHALL BE 20 AMP SPECIFICATION GRADE 125 VAC. GRAY IN COLOR WITH STAINLESS STEEL COVERPLATES FOR COMMON AREAS. C. SWITCHES AND OUTLETS FOR RESIDENTIAL UNITS SHALL BE RESIDENTIAL LINE SILENT OPERATION TYPE RATED FOR 15AMPS, 12OVOLTS. ALL DEVICES AND COVER PLATES SHALL BE WHITE. D. WEATHERPROOF RECEPTACLES SHALL BE GFCI TYPES WITH GASKETED STAINLESS STEEL KEY LOCKABLE FLIP COVER TYPE COVERPLATES. SURGE SUPPRESSION TYPE OUTLETS IN MDFS AND IDES SHALL BE HUBBELL #83625 (BLUE) OR EQUAL. E. RECEPTACLES PROVIDED FOR ATTACHMENT OF CORD AND PLUG EQUIPMENT SHALL BE HEAVY DUTY, SPECIFICATION GRADE, NON -INTERCHANGEABLE, FLUSH MOUNTED TYPES OF THE PROPER NEMA CONFIGURATION TO SERVE THE EQUIPMENT. NEMA CONFIGURATIONS SHALL BE VERIFIED PRIOR TO INSTALLATION OF CIRCUIT CONDUCTORS. PROVIDE ALL FINAL FLEXIBLE, CONDUIT CONNECTIONS, TO GARBAGE DISPOSAL, DISHWASHER, RANGE, MICROWAVES AND HVAC EQUIPMENT. F. ALL DEVICES SHALL HAVE PROPER PLATES, CARPET FLANGES, TRIMS, RINGS, ESCUTCHEONS, ETC., AS MANUFACTURED BY SAME MANUFACTURER AS DEVICES. ANY TELEPHONE OR OTHER OUTLET WHICH IS NOT EQUIPPED WITH A PLATE FURNISHED BY OTHERS SHALL HAVE ONE PROVIDED BY THIS CONTRACTOR. G. MOUNTING HEIGHTS ARE APPROXIMATE. THE EXACT LOCATIONS AND MOUNTING HEIGHTS SHALL BE DETERMINED ON THE JOB AND PER ARCHITECTURAL DRAWINGS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL TRADES TO INSURE CORRECT INSTALLATION, I.E., OVER COUNTERS IN OR ABOVE BACK -SPLASHES, IN BLOCK WALLS, TILE, AND OTHER SPECIFIC CONSTRUCTION FEATURES. LOCATION OF OUTLETS MOUNTED IN BUILT-INS, MILLWORK, AND CABINETRY SHALL BE VERIFIED. OUTLETS MOUNTED IN KICK OR TOE SPACES SHALL BE MOUNTED HORIZONTALLY. OUTLET BOXES SHALL BE MOUNTED TO PREVENT DEVICE PLATE FROM OVERLAPPING BACKSPLASH, TRIM, TILE, ETC. LOCATE SO DEVICE PLATE WILL LAY FLAT AGAINST SURFACE COMPLETELY AROUND THE PERIMETER OF PLATE. H. OUTLETS, OTHER THAN THOSE COORDINATED WITH COUNTER TOPS, SHELVES, AND CABINETS, SHALL BE LOCATED WITH THE CENTER LINE OF OUTLET BOXES THE FOLLOWING DISTANCE ABOVE THE FINISHED FLOOR, UNLESS OTHERWISE INDICATED: 1. RECEPTACLES, GENERAL: 1'-6" AFF 2. TELEPHONE OUTLETS: 1'-6" AFF 3. SWITCHES, GENERAL: 4'-O" AFF V. RACEWAYS A. SHALL BE GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. E.M.T. SHALL BE ELECTRO-GALVANIZED. CONDUITS SHALL BE AS MANUFACTURED BY REPUBLIC, PITTSBURGH STANDARD, WHEATLAND, TRIANGLE, ALLIED, OR YOUNGSTOWN. B. SHALL BE STANDARD THREADED TYPE, GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. THREADLESS AND CLAMP TYPE NOT ACCEPTABLE. SHALL BE AS MANUFACTURED BY RACO, EFCOR, OR APPLETON. C. SHALL BE STEEL THREADED COMPRESSION TYPE. ALL COUPLINGS AND CONNECTORS SHALL BE EFCOR OR RACO. PRESSURE INDENTED TYPE CONNECTORS OR CAST METAL WILL NOT BE APPROVED FOR ANY LOCATION. D. CONNECTORS SHALL HAVE PLASTIC INSULATED THROAT INSERTS. E. THE USE OF METAL CLAD CABLE IS ACCEPTABLE IN LOCATIONS AS ACCEPTED BY THE NEC AND ALL LOCAL JURISDICTIONAL CODES. F. STEEL METAL CLAD CABLE, TYPE MC, EMPLOYING CIRCUIT CONDUCTORS #12 SOLID TO #2 AWG, SOLID OR STRANDED PER WITH THHN INSULATION, AN INSULATED GREEN GROUNDING CONDUCTOR AND GALVANIZED STEEL INTERLOCKED ARMOR CLADDING. THE CABLES SHALL BE SUITABLE FOR USE IN CONCEALED DRY LOCATIONS AT TEMPERATURES NOT EXCEEDING 90` C ON AD CIRCUITS UP TO 600 VOLTS IN ACCORDANCE WITH N.E.C., ARTICLE 334. THE CABLE SHALL BE ONE AND TWO HOUR FIRE RATED PER ANSI/UL 1479 FOR USE CONCEALED IN WALL, CEILING AND FLOOR ASSEMBLIES. G. FLEXIBLE METALLIC CONDUIT RACEWAYS MAY BE USED TO CONNECT HVAC UNITS LOCATED IN INTERIOR MECHANICAL AREAS. MINIMUM SIZE 3/4". H. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE EXCEPT THAT NO CONDUIT SHALL BE SMALLER THAN 3/4" UNLESS OTHERWISE NOTED. CONDUIT SHALL BE SIZED LARGER THAN REQUIRED ABOVE WHEN SO SHOWN ON THE DRAWINGS OR WHEN REQUIRED BY LOCAL CODE. I. ANY CONDUIT STUBBED OUT FOR FUTURE SHALL BE CAPPED WITH A PLASTIC CAP AND MARKED WITH A 2„ MINIMUM RED METAL TAG WHICH IDENTIFIES CONDUIT ORIGIN. CONDUITS STUBBED UP ABOVE GRADE OR ROOF SHALL BE TAGGED ON THE CONDUIT. CONDUIT STUBBED OUT BELOW GRADE SHALL BE TAGGED ON NEAREST BUILDING WALL, CURB, ETC., DIRECTLY OVER THE CONDUIT ALL EMPTY CONDUITS SHALL HAVE PULL WIRES. J. THE USE OF NON-METALLIC SHEATHED CABLE (ROMEX) SHALL BE PERMISSIBLE FOR USE WITHIN RESIDENTIAL UNITS AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION AND INSTALLED PER THE MANUFACTURES RECOMMENDATIONS. PRIOR WRITTEN APPROVAL FROM THE AHU IS MANDATORY AND MUST BE SUBMITTED WITH CONDUCTOR SHOP DRAWINGS. VI. SCHEDULE 40 RIGID PVC: A. CONDUIT SHALL BE COMPOSED OF POLYVINYLCHLORIDE (PVC) AND SHALL BE UL RATED TYPE 40 FOR USE WITH 9O`C RATED CONDUCTORS. CONDUIT SHALL CONFORM TO NEMA STANDARDS AND APPLICABLE SECTIONS OF NEC. B. INSTALLATION OF RIGID NON-METALLIC CONDUIT SHALL COMPLY WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND THESE SPECIFICATIONS, C. PROVIDE A CONTINUOUS, INSULATED, GROUNDING CONDUCTOR IN EVERY RIGID, NON-METALLIC RACEWAY EVEN IF NOT SHOWN ON THE DRAWINGS. THE GROUNDING CONDUCTOR SHALL BE CONNECTED TO GROUND AT EACH END OF THE RACEWAY IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NFPA 70). D. WHERE RIGID NON-METALLIC CONDUIT TRANSITIONS TO METALLIC CONDUIT, THE LOCATION OF THE TRANSITION SHALL BE UNDERGROUND. NO PVC CONDUIT SHALL BE RUN EXPOSED, OR ABOVE GRADE. VII. WIRE AND CABLE 600 VOLT: A. CONDUCTORS SHALL HAVE CURRENT CARRYING CAPACITIES AS PER NEC AND WITH 600 VOLT INSULATION, #12 AVERAGE MINIMUM FOR 20 AMP CIRCUITS. CONDUCTORS SHALL BE COPPER. B. #12 AND #10 SHALL BE SOLID, TYPE THWN/THHN INSULATION. C. #8 AND LARGER, AND ANY SIZE TO MOTORS SHALL BE STRANDED TYPE THHN. D. SHALL BE MADE WITH T & B STA-KON WIRE JOINTS, PT SERIES, COMPLETE WITH INSULATING CAPS AND INSTALLED WITH WT161 TOOL OR WT2000 TOOL, IDEAL SUPER -NUTS (NOT WIRE IDEAL WING NUTS, OR BUCHANAN ELEC. PRODUCTS B CAP OR SERIES 2000 PRESSURE CONNECTORS COMPLETE WITH NYLON SNAP -ON INSULATORS AND INSTALLED WITH C24 PRESSURE TOOL. E. ALL JOINTS AND SPLICES IN WIRE SHALL BE MADE WITH APPROVED SOLDERLESS CONNECTORS, AND COVERED SO THAT, INSULATION IS OWNER APPROVED EQUAL TO CONDUCTOR INSULATION. SPLICES SHALL NOT BE PERMITTED IN CONTROL, SECURITY, FIRE ALARM, TELEVISION OR COMMUNICATIONS SYSTEMS, OR WHERE OTHERWISE NOTED. SPLICING OF WIRE OR CABLES WILL NOT BE ALLOWED BELOW GRADE, INCLUDING IN BOXES BELOW GRADE. F. BOTH CONDUCTORS AND CONDUITS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. G. IN INSTALLING THE MAIN ELECTRICAL SERVICE, ADDITIONAL SLACK CONDUCTORS SHALL BE PROVIDED AND TERMINATED AS REQUIRED BY ELECTRIC UTILITY FOR CONNECTION TO THEIR EQUIPMENT. FIELD COORDINATE WITH UTILITY PRIOR TO INSTALLING CONDUCTORS. H. IN INSTALLING PARALLEL CONDUCTORS IT IS MANDATORY THAT ALL CONDUCTORS MAKING UP THE FEEDER BE EXACTLY THE SAME LENGTH, THE SAME SIZE AND THE SAME TYPE OF CONDUCTOR WITH THE SAME INSULATION. FURTHER, EACH .GROUP OF CONDUCTORS MA KING UP A PHASE OR NEUTRAL MUST BE BONDED AT BOTH ENDS IN AN APPROVED MANNER. I. CONDUCTOR SIZES INDICATED ON CIRCUIT HOMERUNS OR IN PANELBOARD SCHEDULES SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE CIRCUIT UNLESS NOTED OTHERWISE ON THE DRAWINGS. J. CONDUCTORS SHALL BE CONTINUOUS AND UNSPLICED WHERE INSTALLED IN CONDUIT. SPLICES SHALL OCCUR ONLY WITHIN WIRING TROUGHS, WIREWAYS, JUNCTION BOXES, OUTLET BOXES, OR EQUIPMENT ENCLOSURES WHERE SUFFICIENT ADDITIONAL ROOM IS PROVIDED FOR ALL SPLICES. K. EACH BRANCH CIRCUIT AND FEEDER CONDUCTOR SHALL BE COLOR CODED. THE INSULATION SHALL BE OF THE COLOR AS INDICATED BELOW. COLOR CODE SHALL BE STRICTLY ADHERED TO. GROUNDING CONDUCTORS AND GROUNDED CONDUCTORS SHALL HAVE INSULATION COLOR AS INDICATED FOR ALL SIZES. 120/240 V. 1 PHASE. 1 W PHASE A, COLOR: BLACK PHASE B, COLOR: BLUE NEUTRAL, COLOR: WHITE GROUND, COLOR: GREEN L. PRIOR AUTHORIZATION FROM THE ARCHITECT/ENGINEER IF CONDUCTORS ARE SUBSTITUTED TO ALUMINUM CONDUCTORS. CONDUCTORS MUST HAVE THE EQUIVALENT OR GREATER AMPACITY VALUE THAN THAT OF SPECIFIED COPPER, SHALL PHYSICALLY FIT BELOW THE CONNECTION LUG AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. ALL LUGS SHALL BE RATED FOR COPPER AND ALUMINUM CONDUCTORS. CONDUCTORS SHALL BE INSTALLED UTILIZING "NO -LOX" ANTI -OXIDATION COMPOUND AND CONDUCTORS SHALL BE DESIGNATED AS "COMPACT ALUMINUM". VII. GROUNDING: A. THIS SECTION DEALS WITH THE GROUNDING OF SERVICE EQUIPMENT, TRANSFORMERS, NON -CURRENT CARRYING CONDUCTIVE SURFACES OF EQUIPMENT, METAL BUILDING, STRUCTURES AND OTHER EQUIPMENT. MAXIMUM RESISTANCE SHALL NOT EXCEED 10 OHMS B. ALL GROUNDING CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES AND REQUIREMENTS. SUCH CODES SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE INSTALLATION OF THE GROUNDING SYSTEM SHALL INSURE FREEDOM FROM DANGEROUS SHOCK EXPOSURE AND SHALL PROVIDE A LOW IMPEDANCE GROUND FAULT PATH TO PERMIT OPERATION OF OVERCURRENT AND GROUND FAULT PROTECTIVE DEVICES. C. ALL SERVICE AND EQUIPMENT GROUNDING CONDUCTORS, AND BONDING JUMPERS SHALL BE INSULATED COPPER, TYPE THHN, THWN, OR THW CONDUCTORS (UNLESS NOTED OTHERWISE) AND SHALL BE SIZED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF ARTICLES 250 AND 517 OF THE NATIONAL ELECTRICAL CODE. GROUNDING CONDUCTORS #6 AWG AND SMALLER SHALL HAVE A GREEN COLOR INSULATION. ALL GROUNDING CONDUCTORS #4 AWG AND LARGER SHALL BE ADEQUATELY IDENTIFIED WITH A GREEN TRACER AND/OR GREEN COLORED TAPE AT EACH END OF THE GROUNDING CONDUCTOR AND AT EACH PULLSOX OR OTHER ACCESSIBLE LOCATION. D. THE MAIN SERVICE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF THE FOLLOWING ITEMS BONDED TOGETHER BY THE GROUNDING ELECTRODE CONDUCTORS IN ACCORDANCE WITH NEC ARTICLE 250: 1. THE MAIN UNDERGROUND COLD WATER PIPE, NEC 250 2. METAL FRAME OF BUILDING WHERE AVAILABLE, NEC 250 3. CONCRETE ENCASED ELECTRODE, NEC 250-81(C) 4. LIGHTNING PROTECTION SYSTEM. E. THE NEUTRAL CONDUCTOR SHALL BE GROUNDED AT THE SERVICE ENTRANCE MAIN DISCONNECT, AND AT EACH SEPARATELY DERIVED SYSTEM ONLY PER NEC ARTICLE 250. F. A #4 INSULATED GREEN COLORED COPPER CONDUCTOR INSTALLED IN 3/4" CONCEALED CONDUIT SHALL BE CONNECTED FROM THE BUILDING GROUNDING ELECTRODE SYSTEM TO EACH BUILDING FIRE ALARM CONTROL CABINETS, CCTV SYSTEM CABINETS, EMS CABINETS, RELAY CABINETS, AND SECURITY SYSTEM CABINETS. TERMINATE ON AN APPROPRIATELY SIZED (8) TERMINAL MULTI -CONDUCTOR CONNECTION GROUNDING LUG LOCATED WITHIN CABINET OR ON TERMINAL BOARDS. IX. PANELBOARDS: A. PANELBOARDS SHALL BE DEAD FRONT TYPE AND SHALL BE IN ACCORDANCE WITH UNDERWRITERS' LABORATORIES, INC., STANDARD FOR PANELBOARDS AND ENCLOSING CABINETS AND SO LABELED. B. PANELBOARDS SHALL BE FACTORY ASSEMBLED WITH BRANCH BREAKERS ARRANGED AS SHOWN IN SCHEDULES. BREAKERS SHALL BE NUMBERED VERTICALLY BEGINNING TOP LEFT. BREAKER NUMBERS SHALL BE PERMANENTLY ATTACHED TO TRIM. PANEL SHALL BE MINIMUM 20" WIDE, UNLESS SPECIFICALLY NOTED OTHERWISE. D. ANY SPECIAL REQUIREMENTS ON THE DRAWINGS OR SCHEDULES, SUCH AS GROUND FAULT PROTECTION, INCREASED INTERRUPTING CAPACITY, ARC -FAULT CIRCUIT BREAKERS SHUNT TRIP TYPE CIRCUIT BREAKER, FEED THRU PANELBOARDS, ETC„ SHALL SUPERSEDE THESE SPECIFICATIONS, BUT ONLY INSOFAR AS THAT PARTICULAR REQUIREMENT IS CONCERNED AND AS INDICATED. E. WIRING IN PANELBOARD GUTTERS SHALL BE PERFORMED IN A NEAT AND WORKMAN LIKE MANNER. WIRING SHALL BE GROUPED INTO NEAT BUNDLES AND SECURED WITH NYLON TIE WRAPS. F. PROVIDE TYPE WRITTEN DIRECTORIES FOR EACH PANELBOARD INDICATING THE LOAD SERVED. G. RESIDENTIAL LOAD CENTERS: A. PANELS LOCATED WITHIN RESIDENTIAL UNITS ONLY, SHALL BE LOAD CENTERS. B. MAXIMUM ALLOWABLE PHYSICAL DIMENSIONS: 16 INCHES WIDE BY 3.5 INCHES DEEP PER SECTION. C. ALL LOAD CENTERS AND PANELBOARDS SHALL USE MOLDED CASE CIRCUIT BREAKERS. D. COMPLETELY SEALED ENCLOSURE. TOGGLE TYPE OPERATING HANDLE. TRIP AMPERE RATING AND ON/OFF INDICATION CLEARLY VISIBLE. E. THERMAL -MAGNETIC TRIP -FREE, TRIP -INDICATING, QUICK -MAKE, QUICK -BREAK, WITH INVERSE TIME CHARACTERISTIC. SINGLE -HANDLE AND COMMON TRIPPING ON MULTI -POLE BREAKERS. F. EXTERNAL HANDLE SHALL BE SUITABLE FOR LOCKING IN THE OFF POSITION. G. SILVER ALLOY CONTACTS WITH AUXILIARY ARC -QUENCHING DEVICES. H. BREAKERS FOR LIGHTING CIRCUITS SHALL BE SWD RATED. I. PROVIDE ARC FAULT CIRCUIT BREAKERS FOR ALL CIRCUIT BREAKERS AS REQUIRED PER NEC LOCATED IN RESIDENTIAL UNITS. H. METER CENTERS A. GANGABLE AND WEATHERPROOF NEMA 3R METERING SHALL BE COMPLETE WITH: ALUMINUM CROSS BUSSING AND METER STACKS. B. MINIMUM SHORT CIRCUIT RATING OR INTEGRATED ASSEMBLY SHALL NOT BE LESS THAN 22,000 AMPERES. C. METER BASES SHALL CONFORM TO U.L. STANDARD 175, AND BE CONFIGURED TO CONFORM TO THE SERVING UTILITY REQUIREMENTS. D. RESIDENTIAL UNIT CIRCUIT BREAKERS SHALL BE 2-POLE, WITH AMPERE RATINGS AND SERIES INTERRUPTING RATINGS TO LIMIT FAULT CURRENTS TO LESS THAN 10,000 AMPERES. PROVIDE PERMANENT PLASTIC IDENTIFICATION LABEL INDICATING THE UNIT SERVED ON EACH CIRCUIT BREAKER. E. PHASE SEQUENCED BUSSING SHALL BE USED THROUGHOUT, WITH LOAD BALANCE AS EQUAL AS POSSIBLE. X. LIGHTING FIXTURES: A. LIGHTING FIXTURES SHALL BE FURNISHED AS SHOWN ON DRAWINGS AND IN THE LIGHTING FIXTURE SCHEDULE. IT SHALL SPECIFICALLY BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXACT TYPE CEILING AND RECESSING DEPTH OF ALL RECESSED FIXTURES AND TO FURNISH THE MOUNTING TRIMS AND ACCESSORIES OF THE SPECIFIED AND/OR APPROVED FIXTURES FOR THE CEILING TO BE INSTALLED. LIGHTING FIXTURES SHALL BE PROVIDED WITH JOINER PLATES, END CAPS, RETAINING CUPS, PLASTER FRAMES, HOUSINGS, AND ALL OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. B. ALL FIXTURES SHALL BE EQUIPPED WITH LAMPS UNLESS OTHERWISE NOTED. LAMPS SHALL BE INSTALLED NEW, IMMEDIATELY PRIOR TO FINAL INSPECTION, AND SHALL NOT BE USED FOR CONSTRUCTION. C. FIXTURE CATALOG NUMBER REPRESENTS BASIC LUMINARY SIZE, TYPE, QUALITY AND CONFIGURATION. ACCESSORIES SHALL BE FURNISHED WITH EACH UNIT AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. BASIC ACCESSORIES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. JOINING PLATES, END CAPS, RETAINING CLIPS, DRYWALL FLANGES, ETC. 2. TRIMS FOR RECESSED FIXTURES. 3. FIXTURE STEMS AND CANOPIES FINISHED TO MATCH FIXTURES. 4. SPECIAL MOUNTING BRACKETS, TENONS, SLIP FILTERS, CONCRETE BASES, POLES, ANCHOR BOLTS, JUNCTION BOXES, AND STANCHIONS FOR ALL EXTERIOR LIGHTING FIXTURES. PROVIDE ALL WEATHERPROOFING FOR ALL LIGHTING FIXTURES TO BE INSTALLED IN EXTERIOR LOCATIONS. D. STRUCTURAL SUPPORT OF ALL FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E. THE SYSTEM GROUNDING CONDUCTOR SHALL BE SECURED TO EACH FIXTURE BODY BY MEANS OF A BONDING SCREW. F. OWNER WILL HAVE RIGHT TO RELOCATE LIGHTING FIXTURES OR LIGHTING SWITCHES WITHIN 72" OF LOCATION SHOWN ON FIRST WALK-THROUGH AT NO ADDITIONAL EXPENSE. COORDINATE THE WALK-THROUGH PRIO R TO THE INSTALLATION OF THE WIRING. XL FIRE ALARM SYSTEMS A. THIS SECTION INCLUDES NEW OR EXISTING AUTOMATIC ADDRESSABLE, VOICE EVACUATION, FIRE ALARM SYSTEMS, INCLUDING THE EXPANSION TO THE EXISTING FIRE ALARM CONTROL PANEL, AND REMOTE ANNUNCIATOR, MANUAL PULL STATIONS, HEAT AND SMOKE DETECTORS, FIRE ALARM AUDIO, VISUAL SIGNAL EQUIPMENT, CONTROLS, AND SURGE PROTECTION DEVICES, COORDINATE ALL WIRING AND DEVICE INTERFACES WITH OWNER'S REPRESENTATIVE. THE FIRE ALARM SYSTEM SHALL MEET THE LATEST ADOPTED EDITION OF ALL LOCAL, STATE OF FLORIDA AND FEDERAL ADA REQUIREMENTS. ALL DEVICES SHALL MATCH EXISTING. B. GENERAL: COMPLETE, ZONED, NONCODED, ADDRESSABLE, MICROPROCESSOR -BASED FIRE DETECTION ALARM SYSTEM WITH MANUAL AND AUTOMATIC ALARM INITIATION SIGNALS FROM A SUPERVISED FIRE ALARM SOUND DISTRIBUTION SYSTEM. DEVICES LOCATED OUTDOORS SHALL BE SPECIFICALLY DESIGNED FOR EXTERIOR SERVICE. PROVIDE EXPANDED BATTERY BACK-UP BASED UPON TOTAL LOAD PER NFPA 72. ALARM SHALL ACHIEVE A MINIMUM OF 80 DB THROUGHOUT OCCUPIABLE SPACES AND MEET ADA REQUIREMENTS. C. TRANSMISSION TO REMOTE CENTRAL STATION: MAINTAIN WIRING TO AUTOMATICALLY ROUTE AN ALARM, SUPERVISORY, AND TROUBLE SIGNALS TO THE EXISTING CENTRAL STATION SERVICE TRANSMITTER LOCATED IN MAIN FIRE ALARM CONTROL PANEL USING LISTED AND APPROVED EQUIPMENT. PROVIDE ALL NECESSARY WIRING CONNECTION BY THIS CONTRACTOR. D. GENERAL ALARM: A SYSTEM GENERAL ALARM INCLUDES: 1. INDICATING THE GENERAL ALARM CONDITION AT THE FACP AND THE INTEGRAL ANNUNCIATOR. 2. IDENTIFYING THE DEVICE THAT IS THE SOURCE OF THE ALARM AT THE FACP AND THE ANNUNCIATOR. 4. INITIATING AUDIBLE VOICE AND VISIBLE ALARM SIGNALS THROUGHOUT THE BUILDING. 5. STOPPING HVAC SUPPLY AND RETURN FANS. 6. INITIATING TRANSMISSION OF ALARM SIGNAL TO REMOTE CENTRAL STATION. 7. CLOSE FIRE/SMOKE DOORS. 8. CLOSE FIRE/SMOKE DAMPERS. 9. MANUAL STATION ALARM OPERATION INITIATES A GENERAL ALARM. 10. WATER -FLOW ALARM SWITCH OPERATION: INITIATES A GENERAL ALARM. 11. SMOKE OR HEAT DETECTION INITIATES A GENERAL ALARM. Don Berman ARCHITECTU E, LLC P:772-466-5832 C: 772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners The Becker House Remodeling for the St. Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal: ,o\Mllluj,. :s ``'� IE N,� � : ` V ' 1, < NO Q1 ;< *IS zm rot ; 5TA �0 `, A a. Div e `W Consultan 4796 new broad street SUIM 300 Mando, n 3=4 enuily 9073966007(n) I'engineR wa 3%.6003 p) C)2014 Don Bergman Architecture LLC This document, Sheet No. E-0.1 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR))13560. Reproduction and/or reuse is prohibited. Sheet Title : Electrical Legend and Abbreviations 1 /4"=1 '-0" Revisions : Comm.: Date : 15-016 06,22.15 Drawn: Checked: xxx JBH Fri ir, COPY Sheet No. Of: E-0.1 NOTE( IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM CIRCUIT TRACING FOR ALL BRANCH CIRCUITS CURRENTLY IN THE SCOPE OF WORK AND TO DOCUMENT ALL AVAILABLE BRANCH CIRCUITS PRIOR TO CONSTRUCTION. TYPICAL ELECTRICAL = ; ! DEMOLITION NOTES's r A THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE aNWAMN Mobm .�as,,ORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK I BEFORE SUBMITTING PROPOSAL SO AS TO BECOME FAMILIAR WITH _} EXISTING WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED v AS EVIDENCE. THAT SUCH EXAMINATION HAS BEEN MADE AND LATER i CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE r0 BY DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST y AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN C G ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND , tt R ¢ AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT 1S INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED f AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE '> Y PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO �;d .,` ry EXISTING CONDITIONS, PRIOR TO BID AND RINCLUDEEAN Y DEVIATIONS IN THE CONTRACT. B. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE „ OF REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. E U f INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT ARE TO REMAIN. NO <, .;, `, C. ALL EQUIPMENT AND MATERIAL REMOVED SHALL BE LEGALLY 4 ,... DISPOSED BY THE CONTRACTOR. W G. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED TO ACCOMMODATE ANY EQUIPMENT RELOCATION. s H. COORDINATE ALL CEILING MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING AND WORK OF ALL OTHER TRADES. x } pp tt } a I. FOR'°NEW ELECTRICAL DEVICES WITHIN EXISTING WALL PARTITIONS, ,. I° � ' � A { x -• I CONTRACTOR SHALL BE PERMITTED TO USE METAL CLAD CABLE IF m i ! a APPROVED BY AUTHORITY HAVING JURISDICTION. PROVIDE SUBMITTAL P � i k 1. RIOR TO ROUGH -IN. J. ITEMS NOTED AS EXISTING TO BE REMOVED SHALL BE REMOVED COMPLETE. REMOVAL SHALL INCLUDE CONDUIT AND WIRE BACK TO i BRANCH PANEL. µ P` t t h } #J S y r ELECTRICAL DEMOLITION PLAN N SCALE t 1/4" = V-0" ' REFERENCE NOTES Q1 REMOVE ALL EXISTING POWER RECEPTACLES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA, BACK TO CEILING MOUNTED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW POWER SCOPE OF WORK. REFER TO E-2.0 FOR EXACT NEW POWER REQUIREMENTS. RELOCATE AND RE -USE EXISTING DEVICES WHERE POSSIBLE. O2 REMOVE ALL EXISTING FIRE ALARM DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA ONLY, BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. RELOCATE AND RE -USE EXISTING DEVICES WHERE POSSIBLE. Q3 REMOVE ALL DATA/COMMUNICATION AND LOW VOLTAGE DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA ONLY, BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. RELOCATE AND RE -USE EXISTING DEVICES WHERE POSSIBLE. ® REMOVE ALL EXISTING LIGHTING FIXTURES AND ALL ASSOCIATED WIRING BACK TO CEILING MOUNTED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW LIGHTING SCOPE OF WORK. REFER TO E-2.0 FOR EXACT LIGHTING FIXTURE PLACEMENTS, CONTROLS AND SCOPE OF WORK. 05 WHERE AT ALL POSSIBLE, CONTRACTOR SHALL RE -USE EXISTING ELECTRICAL DEVICES CURRENTLY INSTALLED IN TENANT SPACE. COORDINATE EXACT RE -USE OF EQUIPMENT WITH OWNER/ARCHITECT PRIOR TO CONSTRUCTION. - I Don Berg ARCHITECTURI P:772-466-583: C:772-708-0161. License No. AA 261 P.O. Box 13537 4362 Gator Trace L Fort Pierce , Flori 34982 St. Lucie Coi Board of County Commission The Becker He Remodelin for the St. Lucie Cou Department Environmen Resources Selvitz Roac Fort Pierce, F No, VOIA STAT o° Consultant: 4)98 Dery h enul q 407,39 .n91900 407, i, wonw„,+.E!gmea.�r:L SM.0 •a' © 2014 Don Bergrnar Architecture LLC This document, Sheet No. has been prepared specifically Project. This document suitable for use on other p or in other locations with( approval and partidpatlon Bergman Architecture AR))13560. Reproduction and/, is prohibited. Sheet Title Electrical Demolition Plan 1/4"= V-0" Revisions: Comm.: 15-016 Date: 06.22 Drawn: ER Check JBF Sheet No. E-1.0 Fit" y1_ L mP 0 Wood Deck T18 13 G MAIN SERVICE DISCONNECT METER 200A NON FUSED 200A DISCONNECT ECB J-BOX BELOW 120/240V WITH FEEDERS 14,3W FOR FUTURE GENERATOR EXISTING UTILITY POLE WITH OVERHEAD TRANSFORMER 10 ?®18 i EX 13 10 12 H Y l�IWI 9 48"AFF 17 REF. 80" AFF 18 C 13 c Exhibition Area 10fi G 120 17 8 C Staff Bre L, o' 16 13 13 C , 15 PANEL ia716 —A C G Rece tion 117 f b H Do Exhibition c 6 --t�a 18 18 20 H 0 10 Covered Entry 101 REFERENCE NOTES Q1 MOUNT PHOTOCELL ON BUILDING ROOF FACING NORTH. CONTROL VIA LIGHTING CONTACTOR LC-1. O ALL EXTERIOR LIGHTING SHALL BE CONTROLLED AND ROUTED THRU LIGHTING CONTACTOR "LC-1". REFER TO DETAIL #2 ON THIS SHEET. O3 CONNECT EXHAUST FAN TO LIGHTING BRANCH CIRCUIT. ® INDOOR FAN COIL UNIT POWERED BY OUTDOOR CONDENSING UNIT. 21 GENERAL NOTES 1, ALL CIRCUITS ON THIS DRAWING SHALL BE CONNECTED TO NEW 120/240V 10, 3W PANEL "A" UNLESS NOTED OTHERWISE. 2. REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 3. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130, 4. CONNECT EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. AUTOMATIC LIGHTING CONTROL SYSTEMS SHALL BE TESTED BY A 5, THIRD PARTY CONTRACTED BY THE OWNER IN ACCORDANCE WITH FBC ENERGY CONSERVATION C408.3.1 TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FIT AND COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. NOTIFY ENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF THE CONTRACT WORK. 2 ll' RANGE, -6 , ,'.� G S. 6... 4 1,., SP. Studio A ar ment WP 9 H g 9 9 G-14� .,_ 15 �202 ------ 1(}z -7 2 *O G- Studio A art . G-11 REFF 2 G-6 G- W G-6 ' 4 13 2 ' F G-5 AC 4 2� A A 11" 120 1.1,._..... :8 9 9 22�. H Bs M - G 5 ^ G EF 022 G- o 8 `... D 2 22 1 PAGEL 48"AFF Y ,w e er 11 1.j Bathroom 21 � �yyp � � 1 � L — ° 1C}4 3� 1C}2 �r `1:3 roo 9 EF WP 3 3 10 12 _ _: 1 0_. .. G- 11 EG,, ]ti. 11 3 EF :g E HP M C C Existin Garage 9 2011 10 WR D 9 ..._.... �11 H 102 OH�.n CqPG-9 CQG-10 10 PHOTOCELL "PC" MOUNTED TYP. BRANCH CIRCUIT NORTH SIDE OF BUILDING NUMBER u H .r HH G-12 G-12 G- pC A-10 ELECTRICAL FLOOR PLAN N SCALE : 1/4" = l'-0' --I r J SIGNAGE CONTACTOR SHALL BE INSTALLED AND PROGRAMMED IN COMPLIANCE WITH 2O14 FBC ENERGY H SPARE SPARE SPARE CONSERVATION SECTION C408.3.1 AUTOMATIC LIGHTING & SIGNAGE CONTROL SHALL BE CAPABLE OF 12OV 20AMP W.P. OVERRIDE C OVERRIDING ANY TIME OF DAY TOGGLE SWITCH LOCATED T T T SCHEDULED SHUT OFF CONTROL FOR A-2 ADJACENT TO PANEL "A" IN NO MORE THAN TWO HOURS. LOCKABLE ENCLOSURE. N SIGN CONTACTOR LC-1 TO EXTERIOR LIGHTING 20AMP 4 POLE NEMA 1 ELECTRICALLY HELD. MOUNT ADJACENT TO PANEL "A" 12 Don Ber mar ARCHITECTU E, LL( P:772-466-5832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gabor Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners The Becker House Remodeling for the St. Lucie County Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal: 6 glp' PE OGJ \ C fd g f r �� c 1 o c 1 ; No. 7 01 r Jr a c 9798 — emae A—t —1. 300 lantla 03ikI 19enUI 407.3%'60G7(P) 407398.5003(0 1.. pgtlr4 R Sr A/ eBM` 2014 Don Bergman Architecture LLC Thisdocument,Shcet No. E-2.0 has been prepared specifically for this Project. This docurnent is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Arcivtecture, LLC AR))13560. Reproduction and/or reuse is prohibited. Sheet Title Electrical Floor Plan 1 /4"=1'-0" Revisions 1 11/20/11 PERMIT RESPONSE Comm.: Date: 06.22.15 Drawn: Checked ER JBH Sheet No. P1 E-2.0 RECEIVED Of: NOV 2 3 2M ENVIRONMENT( BESOURC(' e CU CLAD GROUND ROD ELECTRICAL RISER DIAGRAM N.T.S. RG-6 COAXIAL CABLE (FREE ABOVE CEILING) J47605-140 •) 1) CAT 6 (4) 4 PAIR (FREE WIRE ABOVE CEILING) 3/4" C. TO EXISTING MAIN MATION TERMINAL CONNECTION r TELEPHONE SERVICE ENTRANCE. TELEVISION SERVICE CE (CAN). COMMUNICATION SYSTEM RISER DIAGRAM N.T.S. #4 AWG CU IN 3/4" ADUIT TO 3/4" X 10'-0" CU CLAD GROUND ROD rMl RATING: 200 AMP M.L.O. LUG LOCATION: BOTTOM AIC : 22KAIC PANEL A SERVICE: 120/24OV, 10, 3 WIRE MOUNTING: SURFACE TYPE: SQUARE D CKT NO. EQUIPMENT SERVED -ED TYP KVA CKT. BKR. BRANCH CIRCUIT 0 CKT EQUIPMENT SERVED -ED TYP KVA CKT. BKR. IBRANCH CIRCUIT POLE TR 0 NEUT GND COND NO. POLEI TR 1 0 NEUT GND COND 1 HP-1 A 0,20 2 30 10 10 3/4" A 2 HP-2 A 0.20 2 1 40 8 8 1" 3 ---- A 0.20 10 B 4 ---- A 0.20 - 8 5 FCU-1 A 3.08 2 30 10 10 A 6 FCU-2 A 5.26 2 60 6 6 V 7 ---- A 3.08 10 - 314" B 8 --- A 5.26 -- 6 9 CONFERENCE ROOM LIGHTS L 1 0.50 1 20 12 12 12 1/2" A 10 EXTERIOR LIGHTING L 0,20 1 20 12 12 12 1/2" 11 OFFICE RECEPTACLES R 1 1,08 1 20 1 12 12 1 12 1 112" B 12 EXTERIOR RECEPTACLES R 0.72 1 20 12 1 12 12 1/2"' 13 EXIBITION LIGHTS L 0.50 1 20 12 12 12 1/2" A 1 14 RECEPTACLES R 1.08 1 20 12 12 12 1/2" 15 KITCHEN RECEPTACLES K 1 0.54 1 20 12 12 12 1/2" B 16 RECEPTACLES R 0.90 1 1 20 12 12 12 1/2" 17 KITCHEN RECEPTACLES K 1 0.54 1 20 12 12 12 1/2" A 18 RECEPTACLES R 0.90 1 20 12 12 12 112"' 19 REFRIGERATOR K 1 1.20 1 20 12 12 12 1/2" B 20 RECEPTACLES R 0.90 1 20 12 12 12 1/2" 21 BATHROOM RECEPTACLES R 1 0.54 1 20 12 12 12 1/2" A 22 RECEPTACLES R 0.90 1 20 12 12 12 1/2" 23 EWH-1 M 2.25 2 30 10 -- 10 3/4" B 24 LC-1 A 0.30 1 1 20 12 12 12 1/2" 25 ---- M 2.25 10 A 26 SMOKE DETECTOR M 0.80 1 20 12 12 12 1/2" 27 EWC M 0.70 1 20 1 12 12 12 1/2" B 28 SPACE .h 30 SPACE 31 SPACE B 32 SPACE 33 SPACE A 34 SPACE 35 SPACE B 36 PANEL M 9.29 2 100 2 6 11/2" 37 SPACE A 38 ---- M 6.24 -- 2 39 ISPARE 1 T20 - B 40 SPARE 1 1 20 - EQUIPMENTSERVED CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPEWRITTEN DIRECTORY -PROVIDE FEED THRU LUGS -HP+ FCU ARE NON -COINCIDENTAL LOADS WHEN ELECTRIC HEAT IS ACTIVE. -HEAT IS LARGEST LOAD 40 CIRCUITS 208 AMPS LIGHTING 1.2 1,25 1.50 MISC. EQUIPMENT 21.5 1.00 21.52 RECEPTACLES (1ST 10KVA) 7.0 1.00 7.02 REMAINING RECEPTACLES 0.0 0.50 0.00 HVAC EQUIPMENT 17.8 1.00 17.78 KITCHEN 2.3 0.90 2.05 TOTAL 49.88 RATING: 100 AMP M.L.O. LUG LOCATION: BOTTOM AIC : 10KAIC (� PANEL G SERVICE: 120/246V, 10, 3 WIRE MOUNTING: SURFACE TYPE: SQUARE D CKT NO. EQUIPMENT SERVED -ED TYP KVA CKT. BKR. BRANCH CIRCUIT 0 CKT EQUIPMENT SERVED -ED TYP KVA ICKT. BKR, IBRANCH CIRCUIT POLE TR 0 NEU GND COND NO. POLE TR 0 NEU GND COND 1 RANGE 4.00 2 50 6 -- 10 3/4" A 2 REFRIGETATOR K 1.00 1 20 12 12 12 1/2" 3 ---- 4.00 -- 6 B 4 MICROWAVE/HOOD K 1.20 1 20 12 12 12 1/2" 5 RECEPTACLES 1.08 1 20 12 12 12 12" A 6 BATHROOM LIGHTING L 0.70 1 20 12 12 12 1/2" 7 KITCHEN GFCI JK 0.36 1 20 12 12 12 1/2" B 8 GARAGEGFCI R 0.36 1 20 12 12 12 1/2"'9 CEILING RECEPTACLES 1.20 1 20 12 12 12 1/2" A 10 CEILING RECEPTACLES R 1.20 1 20 12 12 12 1/2" 11 HP-1.1 /AC-1.1 1.32 2 20 12 -- 1/2" B 12 EXTERIOR LIGHTS L 0.10 1 20 12 12 12 1/2" 13 ---- 1.32 - 12 -- 1/2" A 14 EXTERIORN RECEPTACLE R 0.36 1 1 20 12 12 12 1/2" 15 DISPOSAL K 1 0.90 1 20 12 12 12 1/2" B 16 lKITCHEN GFCI K 0.36 1 20 12 12 12 1/2" 17 SPARE 1 20 -- A 18 SPARE 1 20 -- -- -- I -- 19 SPACE B 20 SPACE 21 SPACE A 22 SPACE 23 SPACE B 24 SPACE 25 SPACE A 26 SPACE 27 SPACE B 28 SPACE 29 SPACE A 1 30 SPACE 31 SPACE B 32 SPACE 33 SPACE A 34 ISPACE 35 ISPACE B 36 ISPACE 37 SPACE A 38 SPACE 39 ISPACE B 40 SPACE EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY -SERVED FROM PANEL "A" VIA (3) #1 AWG CU, (1) #6 NAG CU IN 2" C. 40 CIRCUITS 65 AMPS LIGHTING 0.8 1.25 1.00 MISC. EQUIPMENT 0.0 1.00 0.00 RECEPTACLES (1ST 10KVA) 4.2 1.00 4.20 REMAINING RECEPTACLES 0.0 0.50 0.00 HVAC EQUIPMENT 2.6 1.00 2,64 KITCHEN 11.8 0.65 7.68 TOTAL 15.52 PANEL DIRECTORY A G Don Berm ARCHITECTURE, P:772-466-5832 C:772-708-0164 License No. AA 26002, P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie Cour Board of County Commissione The Becker Hou Remodeling for the St. Lucie Count Department of Environmental Resources Selvitz Road Fort Pierce, FL Seal ;\\\�\. , >>!/�,, 73g 73 `, STA o��s Consultant: 4]9B new broad o.ie"do, n en 4W3N 60C engi"e407.398.W U 2014 Don Bergman Architecture LLC This document, Sheet No. E- has been prepared specifically for Project. This document is suitable for use on other prof, or in other locations without approval and participation of I Bergman Architecture, L AR))13560. Reproduction and/or n is prohibited. Sheet Title : Electrical Schedules And Riser Diagrams & Communication 1/4"-1`-0" Revisions: 1 11/20/15 PERMIT RESP01 Comm.: Date: 15-016 06.22.1: Drawn: Checke( ER JBH Sheet No. Of: -3.0 RECEIVED NOV 2 3 20b ENVIRONMENTP;' RESOURCE: