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HomeMy WebLinkAboutSite PlansN 1 LOCATION MAP AID.1 SCALE: APROX 1" = 200' FLOOD ZONE ASCE16and with ASCE24. CLASSIFICATION: FLOODZONE'X' AS DETERMINED BY FEMA FLOOD MAP REVIEW LOAD SCHEDULE LIVE DEAD PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF + LIMIT STOR. 30+20 30 0 80 1607.5Partition loads. In buildings where partition locations are subject to change, provisions for partition weight shall be made, unless the specified live load is 80 psf or greater. The partition load shall be not less than a uniformly distributed live load of 15 psf (0.72 kN/m2). ULTIMATE WIND SPEED = 170 M.P.H RISK CATEGORY = II EXPOSURE CATEGORY 1609.4.3 B MEAN ROOF >30 FT. W/ SURFACE ROUGHNESS B UPWIND 1500 FT MEAN ROOF <30 FT. W/ SURFACE ROUGHNESS B UPWIND 2600 FT C WHERE EXPOSURES B, AND D DO NOT APPLY D WHERE SURFACE ROUGHNESS D EXTENDS 5000 FT UPWIND INLAND FROM THE SHORELINE 600 FT OR (20 x BUILDING HEIGHT) SURFACE ROUGHNESS 1609.2 B URBAN, SUBURBAN, WOODED W/ NUMEROUS OBSTRUCTIONS C OPEN TERRAIN W/ SCATTERED OBSTRUCTIONS LESS THAN 30FT. 100 FT HORIZONTALLY FROM AN A (C or D) 1 00'W x 600' D UPWIND INCLUDES FLAT OPEN COUNTRY & GRASS LANDS EXTENDING 1500 FT. D FLAT UNOBSTRUCTED AREAS AND WATER SURFACES. INTERNAL PRESSURE = +/- 0.18 ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 P.S.F. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. RISK CATEGORY 1604.5 I Buildings and other structures that represent a low hazard to human life. �U`Rl'CULTURE; 1ERAPORAHY II THOSE NOT I, III, IV, OR V III Buildings and other structures that represent a substantial hazard to human life BUILDINGS > 300 OCC., E >250 OCC., E GREATER THAN 12TH > 250 OCC., 12 > 50 RESIDENTS, 13, UTILITIES IV Buildings and other structures designated as essential facilities 100 OCCUPANCY CALCULATION �S7.3 .21' PROJECT/BUILDING AREA 3005 SQ/FT SQ/FT:OCCUPANT GROSS U.N.O. BUSINESS 100 3005 SQ/FT 30.05 TOTAL OCCUPANTS 31PEOPLE FIXTURE CALCULATION FBC-P403.1 TOILET CALCULATIONS ARE BASED ON THE FLOOR AREA OF THIS PROJECT PL: 403.3 THE OCCUPANT LOAD SHALL BE COMPOSED 50 PERCENT OF EACH SEX. OCCUPANTS FEMALE:16 MALE:16 CLASSIFICATION: BUSINESS REQUIRED PROVIDED FEMALES MALES FEMALES MALES LAVATORIES: 1:40 .4 .4 1 1 WATER CLOSETS: 1:25 .7 .7 2 1 URINALS: 1 DRINKING FOUNTAINS: 1:100 .4 2 HILO SERVICE SINK: 1 1 1 CLASSIFICATION E.B. CHAPT.4 REPAIRS: REPLACEMENT OF DAMAGED MATERIALS FOR MAINTENANCE ALTERATIONS LEVEL 1: REPLACEMENT OF MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES FOR THE SAME PURPOSE. ANY SYSTEM OR INSTALLATION OF ADDITIONAL EQUIPMENT. LESS THAN 50 PERCENT OF THE BUILDING AREA. LEVEL 3: ALTERATIONS WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE AGGREGATE AREA OF THE BUILDING WITHIN ANY 12 MO. PERIOD. CHANGE OF OCCUPANCY: FOLLOW PROVISIONS OF CHAPT 9. ADDITIONS: FOLLOW PROVISIONS OF CHAPTER 10. CLASSIFICATION - L.S. CHAPT.43 REPAIRS: THE PATCHING, RESTORATION, OR PAINTING OF MATERIALS, ELEMENTS, EQUQIPMENT OR FIXTURES FOR THE PURPOSE OF MAINTAINING SUCH MATERIALS, ELEMETNS, EQUIPMENT OR FIXTURES IN GOOD OR SOUND CONDITION. RENOVATION: THE REPLACEMENT IN KIND, STRENGHTHENING, OR UPGRADING OF BUILDING ELEMENTS, MATERIALS, EQUIPMENT OR FIXTURES, THAT DOES NOT RESULT IN A RECONFIGURATION OF THE BUILDING SPACES WITHIN. MODIFICATION: THE RECONFIGURATION OF ANY SPACE: THE ADDTIION, RELOCATION, OR ELIMINATION OF ANY DOOR OR WINDOW; THE ADDITION OR ELIMINATION OF LOAD BEARING ELEMENTS; THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM; OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. MODIFICATION TO AN ENTIRE OCCUPANCY WITHIN A BUILDING SHALL BE CONSIDERED A RECONSTRUCTION. RECONFIGURATION/RECONSTRUCTION: THE RECONFIGURATION OF A SPACE THAT AFFECTS AN EXIT OR A CORRIDOR SHARED BY MORE THAN ONE OCCUPANT SPACE; OR THE RECONFIGURATION OF A SPACE SUCH THAT THE REHABILITATION WORK AREA IS NOT PERMITTED TO BE OCCUPIED BECAUSE EXISTING MEANS OF EGRESS AND FIRE PROTECTION SYSTEM OR THEIR EQUIVALENT, ARE NOT IN PALCE OR CONTINUOUSLY MAINTAINED. CHANGE OF USE: A CHANGE IN THE PURPOSE OR LEVEL OF ACTIVITY WITHIN A STRUCTURE THAT INVOLVES A CHANGE IN APPLICATION OF THE REQUIRMENTS OF THE CODE. FIRE RATING REQUIREMENTS LSC60. 0.2.2BC803.11, PRIMARY STRUCTURAL FRAME 0 BEARING WALLS: EXTERIOR: 0 INTERIOR: 0 NONBEARING WALLS & PARTITIONS EXTERIOR: 0 INTERIOR: 0 FLOOR CONSTRUCTION: & SECONDARY MEMBERS 0 ROOF CONSTRUCTION: & SECONDARY MEMBERS 0 FINISHES EXITS A, I OR II L.S. 10.2.2 EXIT ACCESS CORRIDORS A OR B I OR II OTHER SPACES A,B, OR C NA EXIT ENCLOSURE A OR B FBC 803.11 CORRIDORS A, B, OR C ROOMS AND ENCLOSED SPACES A,B, OR C RISK CATEGORY CHAPT.1604 1 - LOW HAZARD AGRICULTURAL TEMPORARY MINOR STORAGE) II BUILDINGS NOT I, III, OR IV III SUB TAN I IAL AZARG( AS EM Y +300, SCH OLS + 5 , I +250, 13, ANY OCCUPANCY WITH +5000, PUBLIC UTILITIES NOT IN CAT IV, BUILDINGS CONTAINING TOXIC SUBSTANCES. IV 12 W/ SURGERY & TREATMENT, PUBLIC SERVICES & UTILITIES, SHELTERS, HIGHLY TOXIC MATERIALS, AVIATION CONTROL TOWERS, NATL. DEF. BUILDINGS, WATER STORAGE AND PUMP STATIONS. V ultimate wx DESIGN LOADS MPH u CAT II CAT III CATI El 140 150 130 150 180 140 175 190 160+' 180 200 170 DESIGN LOADS WITHIN CATEGORIES MAY BE HIGHER THAN THE MINIMUM ADOPTED BY THE COUNTY OR MUNICIPALITY NOTED. THIS IS THE DESIGN INTENT OF THE PROFESSIONAL. FILE CO Ply OV E SE F QC 3 :w^OiECOMPLANC STAL,,. 4GIE COIL, 4 9 1 'Ulx'C7/ SPINAKER US1 LLC OWNER. 983 12TH ST, VERO BEACH, FL. 32960 MINUTEMAN PRESS 130 SE DA AVE. ADDRESS. PORT SAIINTRLUCIE,FL. PROPERTY ID:3419-525-0001-200-6 Map ID:34/22S Use Type: 1100 Zoning: Comm Offic INFORMATION: Jurisdiction: Saint Lucie County Account #: 42396 PROPERTY APPRAISER INFORMATION SCOPE: THIS IS AN EXISTING BUILDING. THE CURRENT TENANT' MINUTEMAN PRESS' MOVED IN AND MADE MODIFICATIONS. A NOTICE OF VIOLATION WAS GIVEN ON 03-27-2020. THE FINDINGS ASKED FOR DOCUMENTATION OF THE ALTERATION REQUIRED FOR PERMIT. THESE CONSTRUCTION DOCUMENTS LAYOUT THE MODIFICATIONS MADE TO THE EXISTING BUILDING. PRIMARILY THE REMOVAL OF PARTITIONS FOR (5) EXISTING OFFICES, THE RELOCATION OF THOSE PARTITIONS FORMING A NEW CONFERENCE ROOM, AND THE ELECTRICAL MODIFICATIONS MADE FOR THE INSTALLATION OF PRINTERS, PLOTTERS, AND OTHER PRINT SERVICE EQUIPMENT. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING VALUES FOR CONSTRUCTION TO SHOW BARRIER REMOVAL EQUIVALENT OR GREATER THAN 20 PERCENT OF THE CONSTRUCTION TOTAL. THE CONTRACTOR HAS PROVIDED AN ESTIMATE OF CONSTRUCTION OF: $35,000: 20% = $7000 DEEMED DISPROPORTIONATE IN ACCORDANCE WITH FBC ACCESSIBILITY 202.4.2. AN EXTERIOR RAMP AND THE HILO WATER FOUNTAIN ARE THE BARRIER REMOVAL METHODS USED TO MEET THE 20%. MECHANICAL - NO WORK PLUMBING - RE -INSTALL WATER FOUNTAIN ELECTRIC - ADDITIONAL OF EQUIPMENT NO CHANGES TO THE RCP/LIGHTING OR EXTERIOR ELECTIC. BUILDING /PROJECT DATA BUILDING AREA: U/A 3,005 GROSS SF 4,649 PROJECT AREA: DEMO - 48 SF NEW - 36 SF TOTAL AREA OF WORK: 84 SF TOTAL AFTER CONSTRUCTION: NO CHANGE TO THE BUILDING U/A OR PERIMETER AS PART OF SCOPE OF WORK REQUIRED NUMBER OF EXITS 2 FROM ALL AREAS 3 PROVIDED OCCUPANCY SEPARATION N/A TABLE 508.4, 708.1, LS. TABLE 6.1.14.4.1 OCCUPANT LOAD 31 BUILDING CLASSIFICATION: CHAPT.3 11 - INSTITUTIONAL HOUSING 16+ Al - FIXED SEATING 12 - INSTITUTIONAL MEDICAL CARE A2 - FOOD AND/OR DRINKS 13 - INSTITUTIONAL JAILS A3 -WORSHIP, RECREATION M - MERCANTILE A4 INDOOR SPORTS R1 - RESIDENTIAL (TRANSIENT) A5 -STADIUMS BLEACHERS R2 -RESIDENTIAL (2+ DWELLINGS) _ B BUSINESS R3 - RESIDENTIAL ( PERMANENT ) E EDUCATIONAL R4 - RESIDENTIAL CARE >16 PERSONS F1 FACTORY (MODERATE HAZARD) S1 - STORAGE ( MODERATE HAZARD) F2 FACTORY (LOW HAZARD) S2 - STORAGE(LOW HAZARD) F3 FACTORY ( SPECIAL PURPOSE U - UTILITY / MISCELLANEOUS H HIGH HAZARD D - DAYCARE NEW STRUCTURE/ OCCUPANCY EXISTING STRUCTURE/ OCCUPANCY C NOTE: NO CHANGE TO OCCUPANCY TYPE DO TO SCOPE OF WORK. CONSTRUCTION TYPE CHAPT.6 [ TYPE 1: BUILDING ELEMENTS ARE NON COMBUSTIBLE TYPE II: EXTERIOR WALLS NON COMBUSTIBLE FRTW NON BEARING PARTITIONS CORRIDORS SERVING NO MORE THAN 30 OCCUPANTS 1 HR FRTW TYPE III: EXTERIOR WALLS NON COMBUSTIBLE INTERIOR - ANY TYPE IV: HEAVY TIMBER TYPE V: EXTERIOR & INTERIOR ANY MATERIAL PERMITTED BY CODE A -PROTECTED a B-UNPROTECTED SPRINKLED a UNSPRINKLED ALLOWABLE HEIGHT: 504.3 40 FT ALLOWABLE STORIES: 504.4 2 ALLOWABLE AREA: 506.2 9,000 SF CLIMATE ZONE: 1 MIAMI/DADE/BOWARD 3 4 CURRENT CODES BUILDING 6th EDITION (2017) FLORIDA BUILDING CODE RESIDENTIAL 6th EDITION (2017) FLORIDA RESIDENTIAL CODE EXISTING 6th EDITION (2017) FLORIDA EXISTING BUILDING CODE ACCESSIBILITY 6th EDITION (2017) FLORIDA ACCESSIBILITY CODE ENERGY 6th EDITION (2017) FLORIDA ENERGY CONSERVATION CODE PLUMBING 6th EDITION (2017) FLORIDA PLUMBING CODE MECHANICAL 6th EDITION (2017) FLORIDA MECHANICAL CODE FUEL GAS 6th EDITION (2017) FLORIDA FUEL GAS CODE ELECTRICAL 2014 NATIONAL ELECTRIC CODE FIRE 6th EDITION (2017) FLORIDA FIRE PREVENTION CODE 2015 NFPA 101 LIFE SAFETY CODE 2015 NFPA 1, FIRE CODE FIRE :Review and approval by the AHJ shall not relieve the applicant of the responsibility of compliance with this Code per NFPA -1: 1.14.1 STRUCTURAL ASCE STANDARD 7-10 FIRE ALARM FIRE ALARM AND SIGNALING CODE NFPA 72 SHEETINDEX A0.1 - TITLE PAGE A1.0 - SITE PLAN, NEW ACCESSIBLE RAMP A1.2 - EXISTING FLOOR PLAN A1.4 - EXISTING REFLECTED CEILING PLAN A2.0 - FLOOR PLAN A3.0 - PLUMBING PLAN, ARCHITECTURAL POWER PLAN ( NOTE SEE ELECTRICAL ENGINEERING DOCS FOR ELECTRICAL) E1.0 - ELECTRICAL NOTES E2.0 - ELECTRICAL PLAN GN1 - GENERAL NOTES GN2 - GENERAL NOTES GN3 - GENERALNOTES GN4 - GENERAL NOTES %AKv, . . . -. a LJRe BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 F C] ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWN BY : RSL CHECKED BY : RSL ISSUE DATE 4/13/2020 FILE NAME C:\PROJ\1200\1201 REVISIONS: REV # DATE DESCRIPTION Z PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 COMMISSION # : 2008 ZONING: COMM OFFIC SHEET TITLE: TITLE PAGE C1 - COMMENTS, RESPONSES, AND REVISIONS JUL 13 2020 ST. Lucie County, Permitting SITE PLAN NOTES 1.THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS IS FOR GENERAL LOCA110N OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE G.C. OR OWNER SHALL PROVIDE A THE PRELSURVEYOR S RESPONSIBIMINARY LOT FIT L E OFOR VERIFYING BY A EBUILD NG LOT IT,D SURVEYOR AT 50LOT ECOVER GERCENT M EASEMENT LOCATIONS, PLETION OF PR SET BACKS, AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. ERA IF ANY CONFLICTS OCCUR ARCHHII ARCHITECT SHALARCHITECTURAL BE NOTIFIED W WRITINGAND PRIORUTTO PERMITTINGRS LAYOUT AND CO SrTRUCTON.N NO CONTRACTOR SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR RESOLVES THESE CONFLICTS. 2. RAMP LENGTH WILL ALWAYS BE DEPENDANT UPON FIELD REVIEW AND FIELD MEASUREMENTS MADE BY THE CONTRACTOR. SLOPES SHALL BE MIN 1:12 MAX. SLOPES OF 1:20 OR GREATER ARE WALKS. DIMENSIONS SHOWN ON ARCHITECTURAL PLANS ARE REFERENCES. FIELD MEASUREMENTS SHALL OEERMINE LENGTHS. 3. RAMPS THAT EXCEED 6'-0" IN LENGTH OR 6" IN HEIGHT SHALL BE AT A SLOPE OF 1:20 OR GREATER TO REMOVE THE NEED FOR HANDRAILS. 0001-000-4 N6.1� TRANS p rp'L ELEC PAD 5/8" IRC N METER C (LB 98) /'i, BURIED GA / , f / I',l p TANKi'//rI' /,'I lJj 4- C10 a 48' y. /Ct ,,4�. i/, j/•i//; /1 n, v a2 93' � E105�5 ORS ga o u ; 4„ CO z Z I ,. ER " ,25- J '% / l FND 5/8' ;RC ' � E .:,!, (LB4441 - _ 0.29S - I (BEARING ASIS °S , 'S5'02 W(C) 97.08'(D 139'57'00"WK ❑ ELECTRIC RISER \ ALUMINUM COVERED BUS STOP �\ RP CP (A WORK SET 5/8 (LBSD' 39.2T, ; R=t25 00', sosa) N"a/ RPZ big FND 5/8" IR565622 / 0 / (LB4441) / SOP / KEY - SITE PLAN 1.0 SCALE: 1" = 30'-0" 1/2"EXP. JOINT II III I I 'd e CONC. PAV'T. II —III d e I_I I I TYPE D CONC. CURB =I I W/ 2-#5 CONT. & #3 TIES ® 16" C/C NOTE Q CURB 'D' DET. W CURB ®2p10 p"10;�5 A1.0 SCALE: 1-1/2" = 1'-0" �1\ FND AND TIN (N / \ 1 �1 5-0' 4'-0 / b \r � 12'-0" MIN EXISTING 2 SITE DEMOLITI 1.0 SCALE: 1/8" = T-0" �01 WHITE NOTES: ALL HANDICAP PARKING STRIPES (OUTLINES) ARE TO BE 4" WIDE BLUE ELASTOMERIC PAINT. STRIPING AND WALK OUTLINES TO BE WHITE STRIPING DETAIL Al 0 — SCALE:NTS MIN. 29'-0„ MIN FOR NEW RAMP 20'-0" I� 1 N MIN REMOVE EXISTING NON COMPLINAT RAMP ON PLAN EXISTING WALK FIELD VERIFY WS DOWELED W/EPDXY 6• - PrrO EXISMO AND NEW STAB AT 2A• or_ r CONC. WALK W/6-"""0 W-W.E SEE PL, 8,P. 1 j 31�, 8„ 1#5 U.N.O. CONECTION TO EXIST WALK 10 — SCALE:NTS 5'-0" 4'-0" JHB RAMP SEE SEE 9/A1.0 RE -PAVE AND REPAINT PREVIOUS AREA OF RAMP_ PROPOSED RAMP 10 SCALE: 1/8" NOTE: SHOULD THE ELEVATION CHANGE BE GREATER THAN 61NCHES THE SLOPE WILL BE MODIFIED TO BE 1: 20 AREAS OF WALK THAT SLOPE ARE SIMILAR TO THIS DETAIL IN EVERY WAY ACCEPT THAT THE SLOPE IS LESS THAN 5 PERCENT (1:20 ) JL DEPENDANT UPON ELEVATION 6X6,10110 WWF CHANGE LANDING 6-0" MIN SLIP RESISTANT SURFACE FULL LENGTH AND BREArHOF RAMP TO BEEXPOSED AGREGATE 1 #5 CONT IN 85c8' _ CURB RAMP DETAIL SCALE: NTS X IF'X'=5'-0"MIN. NOTE: DUE TO THE SLOPE OF THE SIDE WALK THE RAMP CANNOT SIMPLY BE A MULTIPLE OF THE CURB HEIGHT. (EX. 6" CURB = 6.0" RAMP) THE RAMPS IN MOST CASES MUST BE LONGER TO ACCOMODATE THE SLOPE OF THE SIDEWALK THEY ARE ENTERIN SIDEWALK man CURB TRANSITION 5,-a, 48" 5'-C CURB 14"-(Y" DROP CURB TYPICAL HANDICAP SIDEWALK RAMP NO SCALE HANDICAP PARKING 1.0 SCALE: 1/8" 12 45" FLAREI) SIDE TRANSITION CURB CURB T OBE PAS DI ES) D TRAFFIC YELLOW (THNOTE: CONTRACTOR TO DETERMINE IF SITE CONDITIONS DEMAND A LONGER RAMP TO ACHIEVE 1:12 MAX SLOPE. (CHECK SLOPE OF EXISTING SIDEWALKS) 'E IEW D FOR OMPL AN E .U01E e=NTY , CH I T ECT e BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 O LL 0; O y Au ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY RSL CHECKED BY RSL ISSUE DATE 4/13/2020 FILE NAME CAP`R0J%03O Al REVISIONS: REV# DATE DESCRIPTION J - PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: SITE PLAN REPLACEMENT RAMP Al 00 H.B. EXISITNG FLOOR PLAN SCALE: 1/4" = V-0" EXISTING DRIVE THROUGH NOT CURRENTLY IN USE PARTITION LEGEND x� EXISTING MASONRY WALL TO REMAIN Illy EXISTING WALL TO REMAIN NEW PARTITION FROM SLAB TO MATCH EXISTING NEW PARTITION PARTIAL WALL C PARTITIONS & FIXTURES TO BE REMOVED 'REVIEWEDFOR '4D . PLIA 'Jr N" socc ARv` I . . I JLJ BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY : RSL CHECKED BY : RSL ISSUE DATE : 4/13/2020 FILE NAME : C:\PROJ\0300\A1 REVISIONS: REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: EXISTING PLAN Al 02 01 0 EXISITNG REFLECTED CEILING PLAN AND POWER PLAN SCALE: 1/4" = T-0" w u N EXISTING DRIVE THROUGH NOT CURRENTLY IN USE 0 PARTITION LEGEND e FIRE EXTINGUISHER 75'-0" MAX EXISTING SPACING phi MASONRY WALL EMERGENCY LIGHT W/ BATTERY TO REMAIN BACKUP U���,�� EXISTING WALL TO REMAIN e EXIT SIGNAGE ® NEW PARTITION FROM COMBINATION EXIT & EMERGENCY SLAB TO MATCH EXISTING LIGHT W/ BATTERY BACKUP I NEWPARTITION PARTIAL WALL so SMOKE DETECTOR C PARTITIONS & — FIXTURES TO BE REMOVED ela"'VIEWED FOR ODE 0C)MPLIANCE 'T i-MIE COUNTY BOCCI ❑11 C 1TECT BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION CHECKED BY RSL ISSUE DATE 4/13/2020 FILE NAME : CAPROJ\0300\A1 REVISIONS: REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: EXISTING RCP 49'-3" HA, -F EXISTING DRIVE THROUGH NOT CURRENTLY IN USE e FIRE EXTINGUISHER 75--0" MAX SPACING EMERGENCY LIGHT W/BATTERY BACKUP e EXIT SIGNAGE COMBINATION EXIT & EMERGENCY LIGHT WI BATTERY BACKUP REVIEWED FOR 0L) A '( F S ; U VI NT C PARTITION LEGEND EXISTING MASONRY WALL TO REMAIN i�l�llllf/�1' EXISTING WALL TO REMAIN ® NEW PARTITION FROM SLAB TO MATCH EXISTING —] NEW PARTITION PARTIAL WALL a P CH I T ECT RE BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1,772,408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY : RSL CHECKED BY : RSL ISSUE DATE : 4/13/2020 FILE NAME : C:\PROJ\0300\A1 REVISIONS: REV# DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: DEMOLITION PLAN NOTE: so SMOKE DETECTOR THE EXTENT OF THE DEMOLITION WAS THE REMOVAL OF THESE (8) OFFICE PARTITIONS SHOWN ON THE DEMOLITION PLAN C —] PARTITIONS & FIXTURES TO BE Al ob 1 DEMOLITION PLAN REMOVED 1 A) SCALE: 1/4" = 1'-0" t I e NOTE: BUCKS SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED. ALUMINUM FRAME W/NAILING FIN PERIMETER SEALANT FASTEN PER PRODUCT APROVAL 2x R.S. CEDAR SUROUND PERIMETER SEALANT EXTERIOR FINISH TRIPLE 2x6 ICYNENE INSUL MIN. R19 DRYWALL BOARD CAULKING ICYNENE INSUL MIN. R19 DRYWALL BOARD TRIPLE 2x6 EXTERIOR FINISH CAULKING HEAD FLASHING ALUMINUM FRAME, SET IN CAULK & FASTEN PER FASTEN PER PRODUCT APROVAL PRODUCT APROVAL 2x RS CEDAR SUROUND PERIMETER SEALANT SILL FLASHING F—ALUMINUM FRAME PERIMETER SEALANT IN/NAILING FIN ,.. 2x R.S. CEDAR SUROUND PERIMETER SEALANT CAULKING _. _. J _. _.._ _ - TRIPLE 24 DRYWALL BOARD ICYNENE INSUL MIN. R19 WINDOW WINDOW WINDOW 2 JAMB DET. 3 HEAD DE�T., 4 SILL DET. A2 SCALE:NTS SCALE:NTS WINDOW & DOOR OPENINGS 7'-0" WIDE AND LARGER) 2" X P.T. BUCK W/ 1/4110 X 1 1/4" CONC, EMBEDMENT TAPCON W/ 1"0 WASHER AT B"c.c., START 3" FROM CORNERS WINDOW & DOOR OPENINGS 6'-6" WIDE AND SMALLER) 2" X P.T. BUCK W/ 1/4"0 X 1 1/4" CONC. EMBEDMENT TAPCON W/ 1"0 WASHER AT 12"o.c., START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS. 2X WOOD BUCK DET A9.1 SICALI- NTS CAULK ALL SEAMS BETWEEN DRYWALL AND STRUCTURE. CEILING TOP MTL RUNNER ATTACHED TO — UNDERSIDE OF ROOF TRUSSES FIRE -STOP @ CEILING & FLOOR LEVEL 5/6" G.W.B. — (BOTH SIDES) MR BOARD IN WET AREAS. BOTTOM MTL RUNNER ATTACHED TO _ CONCRETE SLAB 'HILTI' PINS @ 24" O.C. PROVIDE RATED CAULK AT FLOORORYWALL CONNECTION CONTINUOUSLY — FLOOR STRUCTURE AL STUD SHEET NOTE: 1X AND 2X BUCK DETAILS HAVE BEEN PROVIDED TO GIVE THE CONTRACTOR THE ABILITY TO MAKE DECISIONS OVER MEANS AND METHODS WITHOUT REQUIRING A DOCUMENT CHANGE. CASE HARD NAILS HAVE BEEN SHOWN IN THE 1X APPLICATION AND TAPCONS HAVE BEEN SHOWN IN THE 2x APPLICATION. EITHER CASE HARD OR TAPCON ARE ACCEPTABLE IN EITHER CONDITION. THE 2x DETAIL HAS BEEN UPDATED BASED ON THE PREDOMINANT METHOD USED IN THE FIELD. LANDC6RD N6TE: DO NOT CONNECT TO METAL DECK MTL. STUD LATERAL BRACING 48" C/C MAX. NOTE: D � GYPSUM BOARD MAY BE SUBSTITUTED AS AN APPROVED EQUAL IN ALL BUT RATED WALL TYPES. RATED WALLS TO HAVE A CONTINUOUS BEAD OF FIRE RATED CAULK WHERE THEY CONNECT TO STRUCTURE. CAULK BEAD TO BE PLACED AT BOTTOM AND TOP OF ALL WALLS WHERE SOUND TRANSMISSION ISACONCERN. SEE A9.1 FOR RATED PARTITIONS AND THROUGH PENETRATIONS. 717.2 PROVIDE FIREBLOCKING VERTICALLY AT THE CEILING AND FLOOR LEVELS, NOTE: METAL STUDS ARE AN ACCEPTABLE SUBSTITUTION FOR WOOD STUDS IN ANY DETAILS. WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED. AND WALL FINISBASE FLOOR CAULK ALL SEAMS BETWEEN DRYWALL AND STRUCTURE. 602.2 Types I and It. Types I and II construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603 and elsewhere in this code. SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION 603.1 Allowable materials. Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3: Fire -retardant -treated wpod shall be permitted in* 1.1. Nonbearing partitions where the required fire -resistance rating is 2 hours or less. 1.2. Nonbearing exterior walls where fire -resistance rated constructlon is not required. 1.3. Roof construction, including girders, trusses, framing and decking. 6 PARTITION DET. A2 SCALE:NTS FIRE EXTINGUISHER 75'-0" MAX SPACING �} I EMERGENCY LIGHT W/ BATTERY �J BACKUP e EXIT SIGNAGE COMBINATION EXIT & EMERGENCY LIGHT WI BATTERY BACKUP so SMOKE DETECTOR TABLE ATIS BUSINESS COMMON PATH 75'-0" DEAD END LIMIT 20'-0" TRAVEL DISTANCE 200'-0" NOTE: NO CHANGE TO THE LIFE SAFETY BASED ON THE SCOPE OF WORK SEE ALSO THE ELECTRICAL PLAN FOR SYMBOL LEGEND. THE ELECTRICAL SHOWN DN THIS PLAN IS THE LOCATIC9N OF EXISTING BOXES AND CONDUIT SEE ELECTRICAL POWER CLAN FOR CIRCUITING. PARTITION LEGEND g EXISTING MASONRY WALL TO REMAIN EXISTING WALL TO REMAIN — NEW PARTITION FROM SLAB TO MATCH EXISTING NEW PARTITION PARTIAL WALL C PARTITIONS & _ FIXTURES TO BE REMOVED w O LL LUm v tr US z uj ❑m 2 W N tZ-i Z 1.0 W N ~❑ W Wz 200 2 0 D ( O W (A rO J W J Ix F �2 (0¢ Z WW W0 COE W _'2 IJ1nHS 2 W OJ O rw ❑ m J W U ¢ R IWS0 LuM O 2 LL J (AO W ¢ ¢ _ 0000¢ M° yZOU)t- Q ? ❑ to W wWa Z ¢ Zz�0 a QW.WU. ¢00 �W OS(�0� �o Uj T�WWW w W F- W w F- U) O¢Uw> <W zU)M LU _2 WUwvOi� v W (Lz U)z 22 W C4 L7 O W Iw W D¢=W U) 02U W220Q Z OM Er w�=� W y- NO m O 2¢ 0U) U) Z_j J UZ I=< DELL 0 �m000 N zJ2 U) �=U~i 0 X '(mZz� > �Z=o ❑0z 2� W CH zJw - z O O�m�� D �W0o aoa JUWQXN z W InLLQ W(n ¢ ZzU) Vq WlAODo 0 9WW , + Z zZ Z M0EL z O N ¢ N ♦- X W M _❑ L�i 0 Ce 0 0 U)IL # NW xt to n0. ¢ = LL Q� z o cn w z W0 u_ W a. ¢ LL U) z ¢� WSy O> 0W MU2 >Wa Wow =_� 0-00 �Zw U. W FoffH-� 0 0Y0 (70(D z =NW Z) 0 mFy ar1.-0 mw (n W z ¢ z =¢>Z 0- OO O LLW =z0 Of0OM U) 0a 0z ❑ n 0zz �0❑ 0U¢>O 0 oTw W� a0¢ �Z 2¢¢ w ❑ J W LL �2Z=0U�0 = Z aL)_❑z w�(� �D � ��W� Woo z ZWawz �� z O �g o��m� ° z❑a. W ¢� FFw--W 0 OW W Q. 0Dz 0¢20w 2 X=H 2W� ZZzz� 0 wo� d 0< 0 2 W ~ D_ Q�=O� ❑ z W (D 2oQQa ¢ <r OzK W— O =�(D z , ❑ HOW n OO�z z ❑ o �z �¢a. a.= (L d Q U, 3 m z Cl) 0 UUiz O }�C9 zz❑�W 0 ��o 0 _j W W 0 O m= r 00 ��X00 T ¢¢n=a x zowoz ❑ww 1¢ O m w $ D 0 LLX 0 Z WUS Z OOUZXJ O ~mW ¢�0¢ o OmX 0 ¢ LUZ — o 2¢UU) MOONIM U)00W > (L 02W 34'k49" FIXED ( WINDOW NEW FLOOR A2.0 0 11� SCALE: 1/4" =1'-0" MENS RM. WOMENS RM. LAYOUT rn TABLE M N WIRE RACK RM. ELECT. RM. N.& I 13EVIEWED Pop �ODE COMPLIANCE 4 NOTE: THE EXTENT OF NEW CONSTRUCTION ARE THE (3) OFFICE PARTITIONS SHOWN ON THE FLOOR PLAN, NO MODIFICATIONS MADE TO THE REFLECTED CEILING PLAN PLAN — A (� V B U I I s_T NOTE: NEW GLAZING SHALL BE SAFETY GLAZING AS SET FORTH IN 2411.3.1.3 FOR CATEGORY 11 GLA31 COVER THE EXISTING GLAZED FIXED PANELS ADJACENT TO PATHS OF EGRESS SHALL COMPLY WITH 2411.4.3 ( THIS NOTE WAS ADDED T PARTITIONS WHICH WERE PREVIOUSLY LOCATED AROUND THE OFFICES AND ARE NOW SURROUNDING THE CONFERENCE ROOM. U r U1 BUILDING IDI TRANSFORMING IDEAS INTO PH : 1.772.408.6963 22062 CO FAX : Ancient tech email it. BOCA No one faxes anymore EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS REG # : AR9140 CONSULTANTS: OFFICE INFORMATII DRAWN BY RSL CHECKED BY RSL ISSUE DATE 4/13/2020 FILENAME CAPROJ\O3001A1 REVISIONS: REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRES! TENANT IMPROVED 130 SE ENTRADA AVE., PORT SAINT LT ID:3419-525-0001-200-6 ACCOUNT:42: USE: 2300 ZONING: COM COMMISSION # : 2008 SHEET TITLE: FLOOR PLAN A-2.0 GG RRA NGRRGa 1, PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE". 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE 1, GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS, PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM, COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR, 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT & HOSE B!BBS, & STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. 4, ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "LD HARD TEMPERED COPPER. 5. INSTALL 1" FOAM RUBBER INSULATION ON ALL HOT WATER PIPING ABOVE & BELOW GRADE. ALL JOINTS IN INSULATION ARE TO BE TAPED. 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 112" BELOW FINISH FLOOR TILE. 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NFPA, ASME ASHRAE, ASA AND AGA. B. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD FLASHING. 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN 'UNITS. 11. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER, 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. 14, PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- VENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE BY OWNER. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM ALL AUTHORITY'S HAVING JURISDICTION. 15. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YE* FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. r. d T�G TO T IN S ECG E�j5TII,IG � HI�G G�GNGGT 2„ EX RY�G SA�IT� I ��ISTI�G TG FF� I SJP � EXISTFGT NEB ECG 1 GGN�� 2 PLUMBING SANITARY AND SUPPLY -G 3.0 SCALE : NTS I. EWC-1 ELECTRIC WATER COOLER, HALSEY TAYLORY HAC8FBL-VR0Q, SPLIT LEVEL, 8GPH VANDAL RESISTANT, ADA COMPLIANT COLD WATER ?", WASTE 2", VENT 1-1/4", TRAP 1-1/4" APPROVED EQUALS BY OASIS OR ELKAY ACCEPTED ® e EWC-1 RECEPTION INSTALL NEW HI LO WATER COOLER IN THE SAME LOCATION AS THE PREVIOUS WATER COOLER 3 PLUMBING PLAN 3.0 SCALE: 1/4" = 1'-0" SEA R- C1 ■ ilR OFFICE CONFERENCE RM -9„ WOMENS RM. 7-5"A, F.F. ILING HE HT MENS RM. R G ® FDG HALL 7'-11"A.F.F CEILING HEIG T 1_1f11T111//% RECEI'T'ION 8'-3"A.F.F. @3'-4" A.F.F. CEILING HEIGHT _ ® , @2 AFJF./—— ALL POWER SHOWN ON THIS SIDE OF IS EXISTING AND AS SHOWN WITH NO MODIFICATI, RECEPTION RECEPTACLES MOUNTED TO THE NEW PARTITION ARE NEW N N N LAYOUT LAYOUT LAYOUT TABLE TABLE TABLE AS BUILT- P A3.0 SCALE : 1/4" = 1'-0" COPY COPY N NW N<_ N_ WIRE RACK PLOTTER 8'-110A.F.F. CEILING HEIGHT IN O PRINT RM ELECTRICAL POWER POLE W/ RECEPTACLES MOUNTED TO THE FLOOR ARE NEW LAYOUT TABLE r— ELECTRICAL FOR ® PRINTING EQUIPMENT IS NEW COWER PLAN LAYOUT n TABLE h (V m WIRE RACK RM. 7'-10"A.F.F. CEILING HEl G T ELECT. RM. 1 ELECTRICAL ROOM ,0, Oo sD i EXISTING / HD. / WATER HEATER , I� TELRRS / Arl 0 N MTL 0 �jq) LIQUID STORAGE N 3 PHASE OUTLET - L rlj - WIRE TELEPHONE / IT RACK POWER BOARD SERVER MINI —SPLIT A/C ABOVE RM ELECTRICAL BOARD FOR SERVER IS NEW NOTE: THIS AS -BUILT PLAN CALLS OUT ALL ELECTRICAL VISIBLE AT THE TIME OF SITE VISIT. NEW POWER IS DESIGNATED WITH NOTES. SEE ELECTRICAL PLANS FOR PANEL, CIRCUIT, AND LOAD CALCS. EXISTING SHADES AT STOREFRONT ARE POWERED ON THE SOUTH AND EAST WALLS T-10"A.FF. I CEILING HEIGHT- I TELEPHONE / IT I POWER H B. REVIEWED F0 ;-ODE �, LUCIE couur N Rro iG jZr, 1 T E CT UR � 3UILDING IDEAS -RANSFORMING IDEAS INTO REALITY H 1.772.408.6963 22062 CONCHA AVE. AX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 MAIL: rlewis@biarch.com LA26001089 N 0) : w . >r O ROBERT S. LEWIS REG # : AR91402 CONSULTANTS OFFICE INFORMATION DRAWN BY RSL CHECKED BY RSL ISSUE DATE 4/13/2020 FILE NAME CAPROJ\O300\A1 REVISIONS: REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: SECTIONS ELECTRICAL SYMBOL LEGEND SPECIFICATIONS: TELEPHONE/DATA SYSTEM SYMBOL DESCRIPTION PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. C = ABOVE THE COUNTER M = NUMBER OF DATA PORTS, DEFAULT = I N = NUMBER OF PHONE PORTS, DEFAULT = I mA DATA OUTLET, 8P8C AN PHONE OUTLET, RJ II M k N COMBINED DATA/PHONE OUTLET, 8P8C/RJII ® TELEPHONE OUTLET FLOOR MOUNTED TELEPHONE/COMPUTER TERMINAL BOARD o C TELEPHONE TERMINAL CABINET /�T�TELEPHONE SYSTEM RACEWAY TELEVISION RACEWAY SYSTEM ❑TV TELEVISION OUTLET FOR ANTENNA TV TELEVISION SIGNAL WALL OUTLET ,,-,-TV--,,,,TV DISTRIBUTION SYSTEM RACEWAY ❑M MAGNETIC LOCK 0� CCTV CAMERA W/ CONDUIT TO VIDEO JUNCTION BOX PTZ PAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT TO VIDEO JUNCTION BOX - MOUNTED MIN IV AFF OR o CEILING SYNCHRONOUS MASTER CLOCK SYSTEM -G SYNCHRONOUS SYSTEM CLOCK FATC MASTER CLOCK CONTROL PANEL F� MASTER CLOCK SYSTEM CONDUIT AND WIRING DOORBELL SYSTEM DOOR PUSH-BUTTON STATION WP = WEATHERPROOF DB DOORBELL CHIME (SELF CONTAINED) DOORBELL SYSTEM CONDUIT AND WIRING DOOR CONTROL SYSTEM MO MOTION DETECTOR 360 ® CARD READER K1 DIGITAL KEYPAD 0 BALANCED MAGNETIC DOOR CONTACT FIRE ALARM/DETECTION SYSTEM SYMBOL DESCRIPTION FE] MANUAL PULL STATION CEILING SMOKE DETECTOR, PHOTOELECTRIC ® TYPE UNLESS OTHERWISE NOTED E = ELEVATOR WITH RECALL CONTACTS I = IONIZATION DUCT SMOKE DETECTOR, SIMPLEX 4098-9686 OR EQUAL SA = SIMPLEX 4098-9687 OR EQUAL ® SUPERVISED CONTROL RELAY �R DUCT DETECTOR REMOTE ALARM INDICATOR AND, TEST STATION, WALL MOUNTED 72" AFF, SIMPLEX 4098-9835 OR EQUAL DUCT DETECTOR REMOTE A/V CONTROL STATION WITH TEST SWITCH, WALL MOUNTED 72' AFF, SIMPLEX 4098-9842 OR EQUAL COMBINATION AUDIBLE/VISUAL XXCD NOTIFICATION DEVICE CD = CANDELA RATING, MINIMUM 75 CD PER FBC 11-4.28.3(4) SS FIRE ALARM SPEAKER - CEILING MOUNTED WALL MOUNTED SPEAKER WITH STROBE XXCD CD = CANDELA RATING FIRE ALARM SPEAKER - WALL MOUNTED O FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED CD = CANDELA RATING VISUAL SIGNALING UNIT, WALL MOUNTED (NO AUDIO DEVICE) © FIREMAN'S PHONE JACK SPRINKLER TAMPER SWITCH CONNECTION FS SPRINKLER WATER FLOW SWITCH CONNECTION FP FIRE ALARM SYSTEM PRINTER ZONE ADDRESSABLE MODULE ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ®H CONNECTION TO CLOSURE/ HOLDER ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 1WH CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE 0 INDICATED. M4 BEAM DETECTOR - TRANSMITTER 04 BEAM DETECTOR - RECEIVER Fri FIRE ALARM CONTROL PANEL Frain FIRE ALARM TERMINAL CABINET FAAP FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED --E� FFIRE ALARM SYSTEM CONDUIT AND WIRING �E FIREMAN'S ELEVATOR WARNING LIGHT ® KNOX BOX -LOCATION TO BE COORDINATED WITH THE AHJ PAGING SYSTEM & BACKGROUND MUSIC INTERCOM SYSTEM LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ IC MASTER STATION T[m] SUPPORT TRUSS. (CEILING MOUNTED) W = WALL MOUNTED C =COUNTER D = DESK LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ W = WALL MOUNTED ENCLOSURE FOR EXPOSED CEILING AREAS H = HAND SET TYPE W = WALL MOUNTED HE = HANDS FREE WP = WEATHER PROOF ffI<1 HORN/TRANSFORMER FOR HIGH NOISE AREAS IC INTERCOM SYSTEM SPEAKER W =WALL MOUNTED PAEC o PAGING SYSTEM EQUIPMENT CABINET 10___ INTERCOM EQUIPMENT CABINET ICCTTC INTERCOM TERMINAL CABINET INTERCOM SYSTEM CONDUIT AND WIRING So SOUND SYSTEM EQUIPMENT CABINET SSoTC SOUND SYSTEM TERMINAL CABINET -5-� SOUND SYSTEM CONDUIT AND WIRING EME PAGING SYSTEM TERMINAL CABINET ,,,-DR-,,, DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING VC VOLUME CONTROL GFCI DEAD FRONT/BLANK FACED, WHITE GFCI DEVICE. EATON # SGFD20 W. MOUNTED AT 48' AFF OR EQUAL CONTROLLED RECEPTACLE. BREAK OUT TAB FOR SPLIT OPERATION. SHALL BE MARKED IN FIELD PER 406.3(E). BOTTOM RECEPTACLE TO BE CONTROLLED SDMS PASSIVE INFRARED, 0-IOV DIMMING WALL SWITCH/OCCUPANCY SENSOR WATTSTOPPER # PW-3110W BASIC MATERIALS SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH SD DIMMER SWITCH (1500 WATTS UNLESS OTHERWISE INDICATED) SF CEILING FAN/LIGHT CONTROL, DAN'S FAN CITY #423LW OR EQUA WHITE COLOR SK SINGLE POLE KEY SWITCH SY THREE-WAY KEY SWITCH S4K FOUR-WAY KEY SWITCH SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY SLV LOW VOLTAGE SWITCH SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V LEVITON 1121-2 OR EQUAL SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND PILOT LIGHT Sp SINGLE POLE SWITCH WITH PILOT LIGHT SR SINGLE POLE SWITCH CONTROLLING SWITCHED RECEPTACLE STD SINGLE POLE SWITCH - TIME DELAY FOR EXHAUST FAN/LIGHTS SWp SINGLE POLE SWITCH WITH WEATHERPROOF COVER SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) 0-- DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED Te- SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK GFCI DEAD FRONT/BLANK FACED, WHITE GFCI DEVICE. EATON # SGFD20 W. MOUNTED AT 48" AFF OR EQUAL SURGE PROTECTION TYPE (TVSS) SP DUPLEX RECEPTACLE ® PEDESTAL MOUNTED RECEPTACLE ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE WITH APPROPRIATE FLANGE. FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE ® AND ONE COMBINATION W/ VOICE/DATA OUTLET ® FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES AND ONE COMBINATION W/ VOICE/DATA OUTLET © POKE THRU pP POWER POLE SINGLE POLE SWITCH/RECEPTACLE COMBINATION S DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT COVER PLATE WITH SPANNER HEAD SCREWS DUPLEX RECEPTACLE WITH TOP HALF SWITCHED GFCI RECEPTACLE (EWC DENOTES ELECTRIC �WATER COOLER. COORDINATE WITH EWC EWC INSTALLER FOR MOUNTING HEIGHT) � WGFCI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. jj-- GFCI RECEPTACLE MOUNTED ABOVE COUNTER GFCI DEAD-FRONT/BLANK FACE GFCI, EATON SGFD20 OR EQUAL TWO DUPLEX RECEPTACLES WITH COMMON COVER 0- TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER C- CONTROLLED RECEPTACLE. BREAK OUT TAB FOR SPLIT OPERATION. SHALL BE MARKED IN FIELD PER 406.3(E). ISOLATED GROUND DUPLEX RECEPTACLE, IG (ORANGE DEVICE) DUPLEX RECEPTACLE NQIE' TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED ASTRONOMIC TIME SWITCH ABLE TO RETAIN CEI PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT LEAST 10 HOURS. ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH ®N GROUND BAR ® PLUG-IN STRIP WITH RECEPTACLES, 18' O.C. UNLESS OTHERWISE INDICATED ® UNDER GROUND CONCRETE ENCASED DUCTBANK Q JUNCTION BOX JUNCTION BOX- WALL MOUNTED -Q} JUNCTION BOX- FURNITURE SYSTEM FEED ■ CONDUIT SEAL -OFF FITTINGS ® SURGE PROTECTIVE DEVICE C3 C3 = TYPE I, NEMA 4X, CITEL MDS300 OR EQUAL B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS EDH-X ELECTRIC DUCT HEATER MOTOR CONNECTION ® VARIABLE FREQUENCY DRIVE FH_D1 ELECTRIC HAND DRYER DIRECT DIGITAL CONTROL PANEL �T TRANSFORMER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. BASIC MATERIALS CONT. SYMBOL DESCRIPTION 8 AUTOMATIC TRANSFER SWITCH ET NON -FUSED DISCONNECT SWITCH, AMP RATING A # OF POLES NEMA I IF INDOORS NEMA 3R IF OUTDOORS �J SOAR FUSED DISCONNECT 20AF AR DENOTES AMP RATING OF SWITCH AF DENOTES AMP FUSE SIZE MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS SIZE ✓� # OF POLES ®.I 30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE B # OF POLES \ 3 POLE UNLESS OTHERWISE NOTED �- ENCLOSURE NEMA RATING. NEMA STARTER SIZE BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, SURFACE MOUNTED ._ BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. ,,,,-----,,,CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE: NOTED). ,,,----------,,,BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR. '-,BRANCH CIRCUIT CONDUIT EXPOSED 111- GROUND OR GROUND ROD AS NOTED ,�-EM-�, EMERGENCY BRANCH CONDUIT -OUP CONDUIT TURNING UP 0ON CONDUIT TURNING DOWN CONDUIT STUB -Z CONDUIT CONTINUED FLEXIBLE CONDUIT EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED PY THIS PROJECT - FUTURE ® NEW LIGHTING F---O--i LINEAR OR STRIP FIXTURE FIXTURE -A DESIGNATION = LAY -IN TROFFER FIXTURE CIRCUIT--2 a- LOWER CASE LETTER INDICATES LIGHTING CONTROL NUMBER ® LAY -IN TROFFER FIXTURE DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. ® WRAP AROUND OR SURFACE MOUNTED FIXTURE. WALL MOUNTED VANITY OR CLOSET FIXTURE EXTERIOR WET LOCATION WALL MOUNTED FIXTURE Q CEILING OR SOFFIT MOUNTED DOWNLIGHT FIXTURE Q PENDANT OR BAY FIXTURE WALL WASH FIXTURE �- ACCENT FLOOD LIGHTING - AIMING AS INDICATED EXIT LIGHT FIXTURE ® DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACES) OF FIXTURE) FO WALL MOUNTED EXIT LIGHT FIXTURE COMBINATION EXIT/EMERGENCY LIGHT FIXTURE W/REMOTES o-o POLE MOUNTED AREA LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS pg ELECTRICAL PULL BOX TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF LIGHT FIXTURES) ® BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) BATTERY PACK WITH TWIN HEADS (WALL MOUNT) LIGHTING CONTROL SYSTEM LCP Mm LIGHTING CONTROL PANEL SA WALL -MOUNTED, MANUAL ON/OFF SWITCH AND AUTOMATIC OFF OCCUPANCY SENSOR; Sp WALL -MOUNTED, ON PULSE / OFF PULSE BUTTON M TIME SWITCH CONTROL PER FBC C405.2.2.1. is INDEPENDENT 7-DAY PROGRAMMING HOLIDAY SETTING, 10 HOUR PROGRAM BACKUP TWO-HOUR MANUAL OVERRIDE MODE. INTERMATIC ET2800 SERIES OR EQUAL D❑ PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT ® DAYLIGHT SENSOR SMS SINGLE POLE SWITCH - PASSIVE INFRARED OCCUPANCY SENSOR ® LIGHTING ROOM CONTROLLER/POWER SUPPLY I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA ADMINISTRATIVE CODE (FACT, SECTION 61615-33, AND, BY REFERENCE IN THE FAC, THE FLORIDA BUILDING CODE, 6TH EDITION, (2017), THE FLORIDA FIRE PREVENTION CODE, 6TH EDITION, (2017), AND THE 2014 EDITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE. 2. ON ALL ELECTRICAL PLAN SHEETS, E.G. 'E-I', 'E-2.1', ETC., THE TERM 'CONTRACTOR" SHALL MEAN 'ELECTRICAL CONTRACTOR', SOMETIMES ALSO ABBREVIATED AS 'E.C.". 3. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 5. CONTRACTOR TO REMOVE AND INSTALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH THESE PLANS, FROM THE EXISTING BRANCH -CIRCUIT PANELS TO AND INCLUDING ALL EQUIPMENT SPECIFIED ON THESE PLANS AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. 6. SERVICE EQUIPMENT SHALL BE MARKED WITH THE MAXIMUM AVAILABLE FAULT CURRENT AMPERES VFCA") PER NEC 110.24 AND THE DATE OF THE MARKING. SEE RISER DIAGRAM SHEET E-4 FOR FAULT CURRENT CALCULATED VALUES. 7. UNLESS OTHERWISE NOTED OR SHOWN ON THESE PLANS, 8.4 KV MCOV LINE -TO -NEUTRAL, 75KV BIL, 33.7KV CREST FRONT -OF -WAVE PROTECTIVE LEVEL, 65KA MINIMUM SHORT -DURATION WITHSTAND SURGE PROTECTION (TYPICAL) IS PROVIDED BY THE SERVING ELECTRIC UTILITY AT THE OVERHEAD TRANSFORMER OR PRIMARY RISER POLE SERVING THIS PREMISES. 8. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL TRADES FOR A COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, MOTOR STARTERS, DISCONNECT SWITCHES AND EQUIPMENT GROUNDS. 9. DEFERRED SUBMITTALS FOR LOW VOLTAGE SYSTEMS SHALL BE SUBMITTED TO THIS ENGINEER AND TO THE BUILDING OFFICIAL PRIOR TO INSTALLATION. CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF ANY AND ALL SYSTEMS FOR THIS PROJECT, INCLUDING RACEWAYS, CABINETS, PULL BOXES AND OUTLETS. SEE SHOP DRAWINGS FOR EACH SYSTEM FOR ADDITIONAL DETAILS AND INSTRUCTIONS. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE AS LISTED IN THE 'LIGHTING FIXTURE SCHEDULE'. II. PANELBOARDS, SWITCHBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER OR COPPER (NOMINAL 15% BY VOLUME) CLAD ALUMINUM BUS. 12. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE LABELED WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE LABEL MUST CONFORM TO THESE ELECTRICAL DRAWINGS. 13. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN ALL PANELBOARDS, EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING WITH NEC 408.4(A). ALL PANELBOARDS SHALL BE MARKED WITH THEIR SOURCE OF SUPPLY PER NEC 408.4(B). 14. MAIN DISCONNECTS SHALL. HAVE PAD -LOCKING PROVISIONS. METER CENTERS SHALL PERMIT AN OVERHEAD OR UNDERGROUND SERVICE ENTRANCE. THE MAIN BREAKER OR FUSIBLE DISCONNECT SHALL BE A QUICK -MAKE, QUICK -BREAK, LOAD -BREAK DEVICE. 15. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC OR MC CABLE LISTED FOR UNDERGROUND USE UNLESS OTHERWISE SHOWN AND/OR REQUIRED BY CODE. UNDERGROUND CONDUITS SHALL BE INSTALLED AT A DEPTH IN ACCORDANCE WITH TABLE 300.5. 16. CONDUIT FOR ABOVE GRADE SHALL BE 'GRC', 'IMC' 'SCH 80 PVC' OR 'EMT'. "LFNC" SHALL BE USED FOR CONNECTIONS TO AIR HANDLING UNITS, CONDENSING UNITS, WATER HEATERS AND OTHER EQUIPMENT. IN NON -PATIENT CARE AREAS, MC CABLE MAY BE USED FROM 'J-BOXES' IN CEILING, OR, WHEN STUDS OR OTHER POINTS OF SECURE SUPPORT NOT GREATER THAN 6 FEET APART ARE AVAILABLE, FROM BRANCH -CIRCUIT PANELS TO SWITCHES, RECEPTACLES AND BETWEEN DEVICES. SPARE CONDUITS SHALL HAVE A PULL WIRE INSTALLED. CONDUIT OR CABLE FOR BRANCH CIRCUITS IN PATIENT CARE SPACES SHALL BE IDENTIFIED AND INSTALLED AS AN EQUIPMENT GROUNDING CONDUCTOR PER 250.118. 17. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO.1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT, MC CABLE, OR LFNC. CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. 18. CONDUCTORS OF MULTIWIRE CIRCUITS SHALL BE GROUPED IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGIN BY WIRE TIES OR SIMILAR MEANS PER 200.4(8). MULTIWIRE CIRCUIT DISCONNECTS SHALL BE PROVIDED WITH A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. 19. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL CONDUCTORS SHALL BE COPPER, UNLESS NOTED OTHERWISE. 20. COLOR CODE FOR 208Y/120V 30 SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, (), GREEN. 21. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY REVISIONS IN LAYOUT. 22. MOUNT WALL SWITCHES 44' ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON DRAWING. GANG SWITCHES WHEREVER POSSIBLE. 23. LIGHTING CONTROLS SHALL CONFORM TO THE REQUIREMENTS LISTED ON THE E-3 SERIES SHEETS IN THESE PLANS. CONTROLS SHALL BE WHITE OR IVORY IN COLOR. SWITCHES CONTROLLING LINE -TO -NEUTRAL LIGHTING LOADS SHALL COMPLY WITH NEC 404.2(C). 24. RECEPTACLES SHALL BE LOCATED 15" ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE -COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 25. COVER PLATES SHALL BE WHITE PLASTIC, UNLESS OTHERWISE NOTED. RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. RECEPTACLES WITH METAL COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP, UNLESS OTHERWISE NOTED. 26. ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R, AND COLOR SHALL BE WHITE UNLESS NOTED OTHERWISE. RECEPTACLES SHALL BE EQUIPPED WITH BREAK OUT TAB FOR SPLIT OPERATION, AND CONTROLLED RECEPTACLES SHALL BEAR THE MARKING REQUIRED BY 406.3(E). A DUPLEX RECEPTACLE SHALL HAVE ITS BOTTOM OR RIGHT RECEPTACLE CONTROLLED. CONTROLLED RECEPTACLES SHALL BE POWERED BY STRIPED COLOR CODED WIRE. RECEPTACLES SHALL BE UL LISTED TAMPER RESISTANT TYPE WHERE REQUIRED BY THE NEC. OUTDOOR RECEPTACLES SHALL COMPLY WITH 406.9(A) OR (B) AS APPROPRIATE TO CONDITIONS. GFCI AND GFCI TYPE RECEPTACLES SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. 27. WHEN AN 'IG' ISOLATED GROUND RECEPTACLE IS SPECIFIED ON THE PLANS, THE RECEPTACLE GROUNDING TERMINAL SHALL BE BONDED TO GROUND BY AN UNBROKEN, INSULATED, EQUIPMENT GROUNDING CONDUCTOR FROM THE RECEPTACLE TO AND WITHIN THE ENCLOSURE IN WHICH THE GROUNDED SERVICE CONDUCTOR IS BONDED TO THE GROUNDING ELECTRODE CONDUCTOR. THIS INSULATED CONDUCTOR SHALL HAVE A CONTINUOUS GREEN FINISH WITH ONE OR MORE YELLOW STRIPES. THE FRAME OF THE "[Go RECEPTACLE SHALL BE CONNECTED TO A SEPARATE EQUIPMENT GROUNDING CONDUCTOR WITH NO YELLOW STRIPES. IN EXISTING OCCUPANCIES WHERE FEEDERS FROM THE SERVICE EQUIPMENT TO PANELBOARDS ARE NOT TO BE REPLACED, THE ISOLATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE TERMINATED ON THE EQUIPMENT GROUNDING TERMINAL IN THE ORIGINATING BRANCH CIRCUIT PANELBOARD. 28. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, PUMPS, FANS AND OTHER EQUIPMENT. 29. AIR CONDITIONER BREAKER SHALL BE MARKED 'LISTED HACK TYPE' AS REQUIRED BY NEC 110.3(B). IF BREAKER IS NOT MARKED, THE OUTSIDE DISCONNECT SHALL BE CHANGED TO A FUSED DISCONNECT WITH RATING AS NOTED ON A/C EQUIPMENT. 30. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED, UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION, CONTROL, PERFORMANCE, LOAD BALANCE, GROUNDS AND GROUND RESISTANCE, SHORT CIRCUITS, AND TO NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND THE FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017). INSURE SATISFACTORY OPERATION AND CONFORMANCE TO CONTRACT REQUIREMENTS. 31. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED BY THE CONTRACTORS) AS PART OF THIS CONTRACT. 32. PRIOR TO COMPLETION OF THE WORK, THE CONTRACTOR SHALL MARK THE SERVICE EQUIPMENT WITH THE AVAILABLE FAULT CURRENT PER NEC 110.24, USING EITHER THE FAULT -CURRENT FROM THE UTILITY FAULT CURRENT LETTER, OR THE SHORT CIRCUIT CURRENT CALCULATION FROM THESE PLANS. IF PROVIDED WITH THE FAULT CURRENT LETTER, THIS ENGINEER WILL UPDATE THE CALCULATION TO OBTAIN THE FAULT CURRENT AT THE SERVICE ENTRANCE. 33. AFTER COMPLETION OF THE WORK, 'THE CONTRACTOR SHALL SECURE CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION (AHJ). 34. PER FBC C405.6.4.I, WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH RECORD DRAWINGS OF THE ACTUAL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. IF PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS, THE ENGINEER SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS AND PROVIDE A COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD MARKUP TO THE CONTRACTOR. 35. PER FBC C405.6.4.2, WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AN OPERATING AND MAINTENANCE MANUAL FOR ALL ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE WITH THESE PLANS THAT REQUIRE MAINTENANCE. AT A MINIMUM, THE MANUAL SHALL INCLUDE: A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAME AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 41. WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE, YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 42. GREATER THAN 80% NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ARE NOT PERMITTED FOR SINGLE PHASE CIRCUITS. 43. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC ILO, AND WITH NEC 210.8 FOR GFCI DEVICES. 44. THE EXCLUSIVELY -DEDICATED SPACE: EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 45. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS AND FBC 714 SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. THE OPENING IN rHE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED I/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. E. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). F. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. G. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. H. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. I. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. AFF: ABOVE FINISHED FLOOR L: LIGHTING LOAD AEG: ABOVE FINISHED GRADE M: MOTOR LOAD BFC: BELOW FINISHED CEILING MBJ: MAIN BONDING JUMPER E.C.: ELECTRICAL CONTRACTOR MH: MOUNTING HEIGHT EGC: EQUIPMENT GROUNDING CONDUCTOR NL: NIGHT LIGHT F: FAN LOAD P: PANEL FCA: FAULT CURRENT AMPERES R: RECEPTACLE LOAD GC: GROUNDED CONDUCTOR SA: SMOKE/CO ALARM LOAD GEC: GROUNDING ELECTRODE CONDUCTOR SN: SOLID NEUTRAL GFI: GROUND FAULT CIRCUIT -INTERRUPTER LION: UNLESS OTHERWISE NOTED IG: ISOLATED GROUND VP: VAPOR PROOF WP: WEATHER PROOF ELECTRICAL DRAWING INDEX SHEET DESCRIPTION E-I ELECTRICAL LEGEND, SPECIFICATIONS 8 ABBREVIATIONS E-2 ELECTRICAL POWER SYSTEMS NEW WORK PLAN E-3 LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE E-4 PANEL SCHEDULES, RISER, AND CALCULATIONS REVIEWED FOR ,ODE COMPLIANCE S : LUCIE COUNTY ISSUED YES YES YES YES 0 N w w Q a 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No.28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 m N I W M > M aJ _� A zo z o< W z A N OOJ ti 0 0 J N O U NM W N F� rn C/) M W o CE Q U of w Z o > Q o z a Ld W oJ L� w 0 wu) oZ o N ft� D O o rr) a ENGINEER SEAL `o�tlllllir�� .........0rR .� .•'�CEYV••GLi No.61580 0�� STATE OF : �� iAI (c %4 OR 1'D.0* \��� �i S'S 0 *0000 C� \` Timothy C. Trewyn, PE P.E. No. 61580 11ESE ORLiIFMS, NIIG VnH W rL6EPTS W W =w AESEil1EL IEIE➢I NE I"fEtmER MY FUR TIE SI'EC6FC r am cEmrr 6 Fu<r RETCE ENGTkf.EPP&, we vwcx nEY wE %EPPfEA � w >M� ra>_wlCEcE ON �AT1FESE SRCIIIFNFS VITIM Dl@ M , WT�F B WITER➢N BY nRT PTw EI6P✓♦FRIIL, QIG wl IR VTIIWT Eauyj ro r�E we wrwwrmazm, FTRT PII1xE ENRPEIItEG, RIC NL Rllifl'S RESERVE➢. SHEET TITLE ELECTRICAL SYMBOL LEGEND, SPECIFICATIONS & ABBREVIATIONS ISSUE DATE: 05-13-2020 DRAWN: TCT APPROVED: TCT DRAWING NUMBER SHEET I OF 4 20002-03 WOMI.:NS RM. am MENS R.M. ELECTRICAL FOR PRINTING EQUIPMENT _ IS NEW -- — Ilk POWER SYSTEI1S FL -A l kfWCAMLOCK <E> RM. ELECTRICAL BOARD FOR SERVER IS NEW SCALE 1/4" = 1'-0" 1 1 i Mq' a�ar�a COORDINATE RECEPTACLE NEMA CONFIGURATION WITH EQUIPMENT SUPPLIER PRIOR'TO ROUGH -IN. I /R ELECTRICAL DEMOLITION LEGEND SYMBOL DESCRIPTION <E> EXISTING TO REMAIN. <ER> EXISTING TO BE RELOCATED. <R> REMOVE AND TURN OVER TO OWNER. <ERP> EXISTING TO BE REPLACED. <ERC> EXISTING TO BE RECIRCUITED. <RE> RELOCATED, EXISTING <E> FPL TRANSFORMER ELECTRICAL KEY NOTES: 01 CEILING IS USED AS A PLENUM, ALL DATA WIRING IS TO BE PLENUM RATED. 02 PROVIDE AND INSTALL OUTLET BOX ON CONDUIT FLUSH WITH CEILING. r a 0 0 Z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173. 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 C N It W K) > m Q _j _ U z 0 a z a m< O�Cq U N m f W I [~ � rn 1Q (r G��yii-I L j OJ LLI2 O Q tL ~ a w z � o " 1" W OJ J U E- WLIJ C) w O O 0 a o) 0- d ENGINEER SEAL NY IC1/���''' O• ......... .F �I ��cENSF96. No.61580 :2 STATE OF W- e AN �ONAI Timothy C. Tr PE P.E. No. 61d iIESE mglQllS, RLIIG VnN YIE CQLFPIS Rim m2 norms PRETENIE➢ IF6 MT GOMFM m mE SPEC9FIC RIMISE Aml RR1lf PffRCE 04IIEn9Nfi, IIlG fpt NQpI IIEY VEAE P9PNYm � mi m�EA @]]RIIQ: YI IIESE pp01F]IIS VnWJf VRIi1FN AUmOm1RmN Rml - RNPTRTmH BY iIXf VID0.E FNGOFfltPlGIIIG 111Y1 HE vmurt uRlam m me sac co'Yximm mzce/, iDn rmcc oma�mme, nc Ru � �vm. SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE: 05-13-2020 DRAWN: TEC APPROVED: TCT REVIEWED FOR DRAWING NUMBER "--ODE COMPLIANCE T. LUCIE BOUNTY C k;l,' 2 SHEET 2 OF 4 20002-03 EXISTING 20 FT AREA LIGHTING POLE 0 EXTERIOR LIGHTED SIGN EXISTING 20 FT AREA LIGHTING POLE 13-0 WOMENS RM. MEN S RM. ELECTRICAL FOR PRINTING EQUIPMENT IS NEW EXTERIOR LIGHTED SIGN GHTING S`rSTEIS FLAN am ELECTRICAL BOARD FOR SERVER IS NEW SCALE 1/4" = 1`0" 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 CO N IT Uj rn > _j zo 0 0 < > Uj 00 0 :j R C\1 0 LiGHTNG SYSTEMS NOTES w < C) CM M I. LIGHTING CONTROLS SHALL COMPLY WITH FBC C405.2. A. PUBLIC CORRIDORS, REST ROOMS, PRIMARY BUILDING ENTRANCE AREAS, LOBBIES, AND AREAS WHERE MANUAL -ON OCCUPANCY CONTROLLED OPERATION WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS ARE CONTROLLED BY FULL AUTOMATIC -ON OCCUPANCY SENSOR. B. CONFERENCE ROOMS, COPY/PRINT ROOMS, BREAK ROOMS, OFFICES, STORAGE ROOMS, cli Lo JANITORIAL CLOSETS, AND OTHER SPACES 300SF OR LESS THAT ARE ENCLOSED BY F 0) FLOOR -TO -CEILING HEIGHT PARTITIONS ARE CONTROLLED BY MANUAL -ON OR CONTROLLED n TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. W < F. EXTERIOR LIGHTING CONTROL SHALL BE VIA ASTRONOMIC TIME SWITCH COMPLYING WITH C405.2.5. PO Lj 0 2. EXIT SIGNS SHALL COMPLY WITH FBC C405.3, I.E. NOT EXCEED 5 WATTS PER SIDE. Ld ;E > u- _j :5 0 < . z W 3. SEE INTERIOR LIGHTING POWER CALCULATIONS PER FBC C405.4 ON THIS SHEET. < < < 0 U 1 4. WALK-IN COOLERS AND FREEZERS SHALL BE EQUIPPED WITH A DEVICE THAT TURNS OFF THE 0 < 5 LIGHTS WITHIN 15 MINUTES OF THE LATEST END OF OCCUPANCY. W4 0 i 5. EXTERIOR LIGHTING POWER SHALL COMPLY WITH FBC C405.5. Lij z F-: 0 W U) 6. PER FBC C402.5.8 RECESSED FIXTURES SHALL BE SEALED BETWEEN THE FIXTURE AND bi INSULATED SURFACE WITH A GASKET OR CAULK, IC RATED, AND LABELED WITH AN AIR U) 0 Of LEAKAGE RATE OF 2CFM OR LESS PER ASTM E 283. a M 0 7. ALL LIGHTING FIXTURES SHOWN ARE EXISTING. a- E2 0- ENGINEER SEAL till I I 111j, % \-\N( C. **\CEIV o.6158 SV7�17* ZEE�020 01= 4u 4Q, OR l % 0 N A l­ I111111100 Timothy C.T6rev%n PE P.E. No.15 6 PRE HE03N ME � My RR W arava ELECTRICAL KEY NOTES: MWTAM V M PffACE MWOM M SNRLL X Qj CEILING IS USED AS A PLENUM, ALL DATA WIRING IS TO BE PLENUM RATED. rwwmw� ALL RIMS IE4AVF➢. SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN ISSUE DATE: 06-13-2020 DRAWN: TEC APPROVED: TCT E VIDRAWING NUMBER EWED For4 '�()DE COMPLIANCE S-r, LUCIE COUNTV E-3 SHEET 3 OF 4 20002-03 PANEL: "SUB -PANEL C" EXISTING VOLTAGE: 120/208V SPH 3W BUS/BREAKER AIC RATING: 22KA/10KA EATING: SOA LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE-NEMA 1 MAIN CONNECTION: M.L.O. FED FROM: PANEL "B" DEVICE FAMILY: SIEMENS DESCRIPTION Mwm p CONNEC ED KVA No. No. CONNECTED KVA p DESCRIPTION A B A B R-SMALLAPPL. 12 20 1 1.60 1 2 1.20 1 20 12 L-WEST SIGN R-REFRIG. 12 20 1 0.60 3 4 0.10 1 20 12 R-FRONT BLINDS Ft -MICRO -WAVE 12 20 1 1.10 5 6 0.20 1 20 12 R-EAST BLINDS R-DRY PACKS 12 20 1 0.05 7 8 1.20 2 20 12 R-COPIER R-CONFERENCE 12 20 1 0.72 9 10 1.20 12 R-WINDOW 12 20 1 0.18 11 12 1.40 1 20 12 R-COPIER 3.32 0.73 TOTAL 2.60 2.70 9.35 TOTAL KVA SERVES CONNECTED LOAD -KVA OF CALCULATED DEMAND KVA UGHTING 1.20 1.25 1.50 RECEPTACLES (FIRST 10 KVA) 6.55 1.00 6.55 RECEPTACLES (OVER 10 KVA) 0.00 0.50 0.00 LARGEST MOTOR 0.00 1.25 0.00 OTHER MOTORS 0.00 1.00 0.00 EQUIPMENT/HEAT 0.00 1.00 0.00 KITCHEN EQUIPMENT (2 UNITS) 1.60 0.50 0.80 TOTAL DEMAND KVA: 8.85 TOTALAMPERAGE: 36.88 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE UPDATED WRITTEN DIRECTORY ON INSIDE PANEL COVER PANEL: "B" EXISTING PH V-LN V-LL W BUS/BREAKER AIC RATING: 22KA/10KA RATING: 300A 3 120 208 4 LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE-NEMA 1 MAIN CONNECTION: M.C.B. FED FROM: M.T.S. DEVICE FAMILY: FEDERAL PACIFIC DESCRIPTION m P WNN6T®NVA No. No. �NNM�"a P DESCRIPTION A B C_ A B C R-FLOOR RECEPTS.-NOTE 5 12 20 1 0.72 1 2 0.36 1 20 12 R-RECEPT.-NORTH-NOTE 5 R-FLOOR RECEPTS.- NOTE 5 12 20 1 ^; 0.72 '. 3 4 `. 0 00 Fill R-RECEPT.-NORTH-NOTE 5 AIC TVSS 10 30 3 11 ,1 4I�," 0.02 5 6 ail'. 3.90 2 50 8 SUB -PANEL "C" 10 0.0E MI ? , ] ,. 7 8 3.90 w �. 8 10 0.0E 9 10 -'hull 1.20 1 20 72 L-PARKING HVAC-CU-1 12 20 3 _ i 2.00 11 12 =^ ":,1i1N 1.20 1 20 12 L-PARKING 12 2.80 -1-3-1-4 2.00 " 1 20 12 HVAC-HEAT STRIP 12 2.80 15 16 '. 2.00 +,' ""„i''°; 1 30 10 HVAC-HEAT STRIP HVAC-CU-2 12 20 3 2.80 17 18 „•.� 15"n;i 0.00 1 20 SPARE 12 2.80 ^"' �� ", "Ir'; :: 19 20 0.50f 1 20 12 R-DATA 21 22 0.50 +I;� ',- 1 20 12 R-DATA L-SIGNAGE & AREA LIGHTS 12 20 3 1.20 23 24 _ 3.00 3 30 10 HVAC-HEATERS 12 0.80 25 26 3 00 10 12 0.80 27 28 3.00 ll*hl ,:�V; 10 HVAC-AC UNIT 8 40 3 3.61 29 30 0.9E 2 20 12 SPINKLER PUMP 8 3.61 ,': 1" 31 32 0.92 - _ 12 8 j�li�l,1.� i?�' 3.61 r 33 34 1.20 1 20 12 L-SIGN R-FLOOR 12 20 1 ^1, " va ). II ^;n1 0.90 35 36 :' '�"4III" 1.20 1 1 20 1 12 1 L-SIGN R-COPIER 12 20 1 1.10 ^' 37 38 0.36 1 1 20 12 R-FLOOR RECEPTACLES R-RECEPTS. SPACE 12 20 1 91-hl;i1i„ "'+' 1, 1 0.36 0.00 39 41 40 42 I11 j 0.36 0.36 1 1 20 20 12 12 R-FLOOR RECEPTACLES R-FLOOR RECEPTACLES 11.85 11.11 10.53 TOTAL 11.04 8.26 10.58 63.37 TOTAL CONNECTED KVA SERVES CONNECTED LOAD -KVA DF CALCULATED DEMAND -KVA LIGHTING 11.35 '1.25 14.19 RECEPTACLES (FIRST 10 KVA) 10.00 1 10.00 RECEPTACLES (OVER 10 KVA) 24.50 0.5 12.25 LARGEST MOTOR 1.84 1.25 2.30 OTHER MOTORS 1.83 1 1.83 EQUIPMENT/HEAT 23.86 1 23.86 KITCHEN EQUIPMENT 1.25 1 1 1.25 LOAD FROM PANEL "A" ADDED TO ABOVE TOTAL DEMAND KVA 65.68 TOTALAMPERAGE 182.30 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. 3. NON -COINCIDENT DEMAND. CALCULATION BASED ON HEATING MODE. 4. EXISTING CIRCUIT BREAKER 5. FURNISH & INSTALL NEW CIRCUIT BREAKER IN EXITING SPACE. AIC RATING TO MATCH THE EXISTING PANEL: "A" EXISTING PH V-LN V-LL W BUSIBREAKER AIC RATING: 22KAIJOKA MOUNTING: 'SURFACE=NEMA 1 RATING: 150A 3 120 208. 4 LOCATION: ELECTRICAL ROOM MAIN CONNECTION: M.L.O. FED FROM: UTILTY TRANSFORMER DEVICE FAMILY: FEDERAL PACIFIC DESCRIPTION 3:. 09 P corn, .vA No. No. �� xvn P m DESCRIPTION A B C A B C L-LOBBYE 12 20 1 0.50 ijI 1 2 119011MUSH 1 20 12 R-PRINTER L-LOBBY C 12 20 1 0.60 - 3 4 0.36 1 1 20 12 R-RECEPTACLE L-LOBBY W 12 20 1 " "Y'' 0.60 5 6 , ¢)"�,�^ 1.00 1 20 12 L-LIGHTING-FRONT L-NIGHT LIGHTS 12 20 1 0.80a,„ ^ :.1 • 1 7 9 8 10 0.80 -: «;i= M1„^ 0.80 )!.,,? ; 1 1 20 12 L-PERIMETER LIGHTS ' L-WORK ROOM 12 20 1 1.00 '°✓¢" 20 12 L-PERIMETER LIGHTS R-TIMER 12 20 1 chi. 0.03 11 12 `s7H, 0.80 1 20 12 L-EXTERIOR R-IG RECEPTACLES 12 1 20 1 0.36 ' ': gy.... 13 15 14 16 1.08 m.S 0.72 ;`v 4' `. 1 1 20 20 12 12 R-RECEPTACLES R-COUNTER -NOTE 4 R-RECEPTACLES 12 20 1=9. ' 0..72 it. R-TV 12 20 1 ^'0''". l 0.20 17 18 �+,�!�_': 0.36 1 20 12 R-COUNTER- NOTE 4 R-TV 72 20 1 0.20 19 20 0.20 "� , u^^'+, ''` 1 20 12 R-TV R-RECEPTACLES 12 20 1 2, 1.26 -_ 21 22 0.51 1 20 12 HVAC-EXH. FAN R-SECRUTY SYSTEM 12 20 1 �,`;: -: 0.25 1 23 1 24 "�`�„,<_', 0.18 1 ZO 12 R-DATA R-RECEPTACLES 12 20 1 0.36 -;e4,' 11, fi''u^ 25 26 0.36 ,^1 1 20 12 R-EXTERIOR R-EWC 12 20 1 0.37 P..If. �'I':' 27 28 0.18 1 20 12 R-DATA LINE R-SERVER 12 20 1 '�;'I":- 0.30 29 30 0.54 1 20 12 R-TEL. BACKBOARD WATER HEATER 12 20 1 2.00 ''2 Er ' `L' ; -'., 31 32 0.18 ,} ^S. `. 0.25 ,?c ,"''' 1 20 12 R-FLOOR RCEPTACLE R-FLOOR 12 20 1 ` 0.18 33 34 i 1 20 12 R-SERVER R-SERVER 12 20 1 `,. , #' 01 0.20 35 36 0.25 1 20 12 R-SERVER R-EXTERIOR 12 20 1 0.36 I 1'^ 37 36 0.90 t', 1 20 12 R-RECEPTACLES R-RECEPTACLES 12 20 1 777777 n;V. 0.7E 39 40 1.26 1 20 12 R-RECEPTACLES R-RECEPTACLES 12 20 1 0.7E 41 42 0.90 1 20 12 R•GFCI RECEPTACLES 4.58 4.85 2.30 TOTAL 4.6E 4.08 4,03 24.46 TOTAL CONNECTED KVA SERVES CONNECTED LOAD - KVA DIP CALCULATED DEMAND - KVA LIGHTING 3.50 1.25 4.38 RECEPTACLES (FIRST 10 KVA) 10.00 1 10.00 RECEPTACLES (OVER 10 KVA) 8.96 0.5 4.48 LARGEST MOTOR 0.00 1.25 0.00 OTHER MOTORS 0.00 1 0.00 EQUIPMENT/HEAT 2.00 1 2.00 KITCHEN EQUIPMENT 0.00 1 0.00 TOTAL DEMAND KVA 20.85 TOTALAMPERAGE 57.88 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE UPDATED WRITTEN DIRECTORY ON INSIDE OF PANEL COVER. 3. RESERVED. - 4. EXISTING CIRCUIT BREAKER THREE PHASE SHORT-CIRCUIT CURRENT CALCULATION 150KVA=TRANSFORMER SIZE TRANSFORMER TO MTS (1 SETS 350MCM, 105 FEET, PVC) ISC _ 150000 VA X 100 = 11376 AMPS 1.73 X 208V 3.66/.IZ f 1.73 X 105' X 11376A OA37 1 22,737 208V 1 M 1 + 0.437 - 0.696 11376AMPS X 0.696 = 7914AMPS USE 1OKAIC RATED BREAKERS IN ALL PANELS AC UNIT ROOF ELECTRIC ROOM WEST EXTERIOR ELEVATION EXISTING FPL PAD MOUNTED TRANSFORMER SUB. FEED- SUB'CIRC 150KVA 3.66%IZ 480/277V 3PH 4W BREAKERS EXISTING FPL CT 7914 FCA METER EXIST. SVC ENT O EXIST. PANEL 125/3 EXIST. PANEL EXIST. PANEL RATED M.T.S. EXIST. 400A "B' 'A' "C' 400A M.T.S. 300Ar1o,i0/2 150A 50A EM.C.B.50/3 M.L.O. M.L.O. T LOCK 50/2 EXISTING N GRADE ALL FEEDERS EXISTING EXISTING G.E.C. IN EXISTING SERVICE CONDUIT TO EXISTING EXISTING FPL ENTRANCE GROUNDING ELECTRODE PRIMARY CABLE CONDUCTORS SYSTEM. IN CONDUIT D I ELECTRICAL RISER DIAGRAM REVIEWED Foh CODE COMPLIANCILE S , LUCIE COUNTY SOCC RISER DIAGRAM GENERAL NOTES: I. E.C. SHALL MARK HIGH LEG ORANGE PER NEC 110.15. E.C. SHALL PROVIDE LABEL ON 400A FUSED DISCONNECT READING: "CAUTION C PHASE HAS 208 VOLTS TO GROUNDII 2. E.C. SHALL PROVIDE ARC FLASH HAZARD WARNING SIGNS PER NEC 110.16. 3. E.C. SHALL LEGIBLY FIELD MARK PANELBOARDS WITH THE DATE OF MARKING AND FAULT CURRENT AMPS (FCA) NOTED ON THE RISER DIAGRAM. 4. THE CONDUCTOR LENGTHS SHOWN ARE APPROXIMATE AND CONSERVATIVELY SHORT TO PROVIDE A MARGIN OF SAFETY IN THE CALCULATION OF FAULT CURRENTS. THE E.C. SHALL MAKE HIS OWN MEASUREMENTS AND ESTIMATE OF THE CONDUCTOR LENGTH REQUIRED. 0 a Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design Reg. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 of N d' w > M Q J = tL j� A Fc Z O 4 L)a 0 W z L EMQ _WON -J U C-)PIPN 0] z W N 10 0) C� ro C1 W o p w o w Z _o a u- Q Q ~ a W Z" 0o � W JO 1- J C) (~ H- z W W (n O 'o V) O O U D_ a m o ENGINEER SEAL ICI11��'' ' Tp \�..• �GENS•,FGGi o. 615880� " �2 �A I�t5o2o . �' STATE OF • to 10... ."�� c �itcS ••<0R 1'D I G \ '�,'ONlii \N\\ Timothy C. Tre PE P.E. No. 615580 SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES SSUE DATE: 05-13-2020 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-4 SHEET 4 OF 4 20002-03 DIVISION 1 GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK Descriptive Summary of the Work: Identification: Refer to the Contract (Owner -Contractor Agreement) for name location, project number and abbreviated identification of the work of the project. Contract Documents: Requirements of the work are contained in the contract documents, and include cross-references herein to published information, which is not necessarily bound therewith. Verbal Summary: Without force and effect on requirements of contract documents, the description of the work of the Contract can be summarized as follows: Use of the Site: Confine operations at the site to the areas permitted. Portions of the site beyond areas on which work is indicated are not to be disturbed. General: The Contractor shall limit his use of the premises to the work indicated, so as to allow for Owner occupancy and use by the public. Keep existing driveways and entrances serving the premises clear and available at all times. Do not use for parking or storage of materials. Do not encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the storage area. Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended. Do not leave vehicles or equipment unattended with the motor running or ignition key in place. Keep public areas such as hallways, stairs, elevator lobbies and toilet rooms free from accumulation of waste material, rubbish or construction debris. Smoking or open fires will not be permitted within the building enclosure or on the premises. Owner Occupancy: Contractor Use of the Existing Building: Maintain the existing building in a safe and weather -tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. Full Owner Occupancy: The Owner will occupy the site and the existing building during the entire period of construction. Cooperate fully with the Owner or his representative during construction operations to minimize conflicts and to facilitate Owner usage. Perform the work so as not to interfere with the owner's operations. Pre -Ordered Products: General: To expedite delivery and for other purposes in his own best interests, the Owner negotiated purchase orders with suppliers of material and equipment to be incorporated into the work. These purchase orders and commitments are assigned to the Contractor and the costs are included in the Contract Sum. The Contractor's responsibilities are the same as if the Contractor had negotiated the purchase orders, including the responsibility to re -negotiate purchase if necessary and to execute final purchase order agreements. END OF SECTION 01010 SECTION 01040 - PROJECT COORDINATION Administration and Supervision: Coordination: Coordinate various elements of the work and entities engaged to perform work and coordinate the work with existing facilities/ conditions, and with work by separate contractors (if any) and by Owner. Survey/Recording: General: Working from established lines and levels at or near project site, establish and maintain dependable markers for lines and levels of the work, including markers for each story of construction. Calculate dimensions and measure for layout work. Record deviations (if any) from drawing information on existing conditions, and review with Architect/ Engineer at time of discovery. Installer inspections: Require installer of each major unit of work to inspect substrate and conditions for installation, and to report (in writing) unsatisfactory conditions. Correct unsatisfactory conditions before proceeding. Inspect each product immediately before installation. Do not install damaged or defective products, materials or equipment. Preparation for Installation: Pre -Installation Conference: Prior to starting installation of each major component of the work, hold a pre -installation conference, attended by each entity involved or affected by planned installation. If necessary, include technical representatives of product manufacturers and others recognized as expert or otherwise capable of influencing success of the installation. Installation, General: Comply with manufacturer's instructions: and recommendations to extent printed information is more detailed or stringent than requirements contained directly in contract documents. Timing: Install work during time and under conditions which will ensure best possible results, coordinated with required inspection and testing. Anchor work securely in place, properly located by measured line and level, organized for best possible uniformity, visual effect, operational efficiency, durability, and similar benefit to Owner's use. Isolate non -compatible materials from contact, sufficiently to prevent deterioration. Mount individual units of work at industry -recognized mounting heights, if not otherwise indicated; refer uncertainties to Architect/Engineer before proceeding. Cleaning and Protection: General: Clean each element of work at time of installation. Provide sufficient maintenance and protection during construction to ensure freedom from damage and deterioration at time of substantial completion. END OF SECTION 01040 SECTION 01045 - CUTTING AND PATCHING General: Definition: "Cutting and patching" includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work. Structural Work: Do not cut -and -patch structural work in a manner resulting in a reduction of load -carrying capacity of load/deflection ratio. Submit proposal and request and obtain Architect/Engineer's approval before proceeding with cut -and -patch of structural work. Operational/Safety Limitations: Do not cut -and -patch operational elements and safety components in a manner resulting in decreased performance, shortened useful life, or increased maintenance. Submit proposals and requests and obtain Architect's/Engineer's approvals before proceeding with cut -and -patches. Visual/Quality Limitations: Do not cut -and -patch work exposed to view (exterior and interior) in a manner resulting in noticeable reduction of aesthetic qualities and similar qualities, as judged by Architect/Engineer. Limitations on Approvals: Architect's/Engineer's approval to proceed with cutting and patching does not waive right to later require removal/ replacement of work found to be cut -and -patched in an unsatisfactory manner, as judged by Architect/Engineer. Materials: General: Use material for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal -or -better performance characteristics. Execution: Inspection: Before cutting, examine surfaces to be cut and patched and conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work. Temporary Support: To prevent failure provide temporary support of work to be cut. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions for that part of the project that may be exposed during cutting and patching operations. Avoid interference with use of adjoining areas of interruptions of free passage to adjoining areas. Take precautions not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installer's recommendations. Where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished surfaces, cut and drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing. END OF SECTION 01045 SECTION 01090 - DEFINITIONS AND STANDARDS Definitions: General: Except as specifically defined otherwise, the following definitions supplement definitions of the Contract, General Conditions, Supplementary Conditions and other general contract documents, and apply generally to the work. General Requirements: The provisions of Division-1 sections, General Requirements, apply to the entire work of the Contract. Indicated: Shown on drawing by notes, graphics or schedules or written into other portions of contract documents. Terms such as "shown", "noted", "scheduled" and "specified" have same meaning as "indicated", and are used to assist the reader in locating particular information. Directed, Requested, Approved, Accepted, etc.: These terms imply "by the Architect/ Engineer", unless otherwise indicated. Approved by Architect/Engineer: In no case releases Contractor from responsibility to fulfill requirements of contract documents. Project Site: Space available to Contractor at location of project, either exclusively or to be shared with separate contractors, for performance of the work. Furnish: Supply and deliver to project site, ready for unloading, unpacking, assembly, installation, and similar subsequent requirements. Install: Operation at project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar requirements. Provide: Furnish and install, complete and ready for intended use. Installer: Entity (firm or person) engaged to install work, by Contractor, subcontractor or sub -subcontractor. Installers are required to be skilled experts in work they are engaged to install. Specification Text Format: Underscoring facilitates scan reading, no other meaning. Imperative language is directed at Contractor, unless otherwise noted. Overlapping/Conflicting Requirements: Most stringent (generally) requirement written directly into the contract documents is intended and will be enforced, unless specifically detailed language written into the contract documents clearly indicates that a less stringent requirement is acceptable. Refer uncertainties to the Architect/Engineer for a decision before proceeding. Minimum Requirements: Indicated requirements are for a specific minimum acceptable level of quality/quantity, as recognized in the industry. Actual work must comply (within specified tolerances), or may exceed minimums within reasonable limits. Refer uncertainties to Architect/Engineer before proceeding. Abbreviations, Plural Words: Abbreviations, where not defined in contract documents, will be interpreted to mean the normal construction industry terminology, determined by recognized grammatical rules, by the Architect/Engineer. Plural words will be interpreted as singular and singular words will be interpreted as plural where applicable for context of contract documents. Testing Laboratory: An independent entity engaged for the project to provide inspections, tests, interpretations, reports and similar services. Standards and Regulations: Industry Standards: Applicable standards of construction industry have same force and effect on performance of the work as if copied directly into contract documents or bound and published therewith. Standards referenced in contract documents or in governing regulations have precedence over non -referenced standards, insofar as different standards may contain overlapping or conflicting requirements. Comply with standards in effect as of date of contract documents, unless otherwise indicated. Abbreviations: Where abbreviations or acronyms are used in contract documents, they mean the well recognized name of entity in building construction industry; refer uncertainties to Architect/Engineer before proceeding, or consult "Encyclopedia of Associations" by Gale Research Co. Trade Union Jurisdictions: Maintain current information on jurisdictional matters, regulations, actions and pending actions; and administer/supervise performance of work in a manner which will minimize possibility of disputes, conflicts, delays, claims or losses. END OF SECTION 01090 SECTION 01300 - SUBMITTALS Items Included: All items included in this section may not be required for this project. Consult with the Architect to determine which items are not included. Progress Schedule: Within 15 days of the date established for "commencement of the work", submit a comprehensive progress schedule indicating a time bar for each significant category of work to be performed. Arrange schedule to indicate required sequencing and to show time allowances for submittals, inspections and similar time margins. Show critical submittal dates or prepare a separate coordinated listing of critical submittal dates. Show double cost line immediately below date line in heading, showing pre-ca cu ated dollar -volume and space for recording actual dollar -volume of completed work at end of each period scheduled. Submittal: Following the initial revision of the schedule after the Architect/Engineer's review, print and distribute the schedule to concerned parties, including 3 copies to the Architect/Engineer. Post in the temporary office. Revise at intervals matching payment requests and redistribute. Project Meetings: Conduct monthly progress and coordination meetings attended by representatives of each entity engaged for performance of work. Record discussion and decisions. Distribute copies to those attending and others affected, including the Architect/Engineer. Schedule of Values: Prepare a schedule of values to show breakdown of Contract Sum corresponding with payment request breakdown and progress schedule line items. Show dollar value and percent of total for each unit of work scheduled. Submit not less than 7 days prior to first payment request. Revise each time schedule is affected by change order or other revision. Payment Requests: Submit a request each calendar month. Use AIA form G702, fully completed and executed. Prior to the initial payment request, submit the schedule of values, a list of principal subcontractors and suppliers, the progress schedule and copies of building permits and similar start-up authorization. Shop Drawings, Product Data and Samples: General: coordinate submittals with the progress schedule and actual work progress. Allow 2 weeks for the Architect/Engineer's review. Provide additional copies as required by governing authorities. Shop Drawings: Initial Submittal: Submit one opaque blue/black line print and one correctable, reproducible transparency. The transparency will be processed and returned. After approval, print the processed transparency for job use and distribution. Final Submittal: After approval, submit 3 prints; if the drawing is required for maintenance manudls submit 5 prints; with final submittal, include additional prifits as necessary for job use and distribution. Architect/Engineer Will retain 2 prints, and will return the remainder. Maintain one prifit as mark-up copy for record drawings. Product Data: Mark each copy to indicate the actual product to be provided; show selections from among options in the manufacturer's printed product data. Submit 2 copies to Architect/Engineer; submittal is for information and record purposes only. Where the product data is required for maintenance manuals, submit 2 additional copies which will be returned. Maintain one additional copy at the project site for reference purposes. Do not proceed with the installation of manufactured products until a copy of related product data is in the installer's possession at the project site. Samples: Submit 3 sets of samples; one set will be returned. Provide 3 or more samples in each set where variations in color, pattern or texture are observable; show average condition and extreme range of variations. Submit full documentation with each set. Sample submittals are for Architect/Engineer's observations of color, texture, pattern and "kind". Maintain returned set at project site for purposes of quality control comparisons. Miscellaneous Submittals: Provide copies of miscellaneous submittals as follows: Warranties: Submit 2 executed copies, plus additional copies as required -for maintenance manual. Field Records: 4 copies, including one copy which will be returned or me usion in the submittal of record documents. Maintenance Manuals: Submit 2 bound copies. Record Drawings: Submit original maintained marked -up prints. END OF SECTION 01300 SECTION 01700 - PROJECT CLOSEOUT Description of Requirements: Provisions of this section apply to the procedural requirements for the actual closeout of the Work, not to administrative matters such as final payment or the change over of insurance. Closeout requirements relate to both substantial and final completion of the Work, they also apply to individual portions of completed work as well as the total Work. Specific requirements contained in other sections have precedence over the general requirements contained in this section. Procedures at Substantial Completion: Prerequisites: comply with the General Conditions and complete the following before requesting inspection of the Work, for substantial completion. Submit executed warranties, workmanship bonds, maintenance agreements, inspection certificates and similar required documentation for specific units of work, enabling Owner's unrestricted occupancy and use. Submit record documentation, maintenance manuals, tools, spare parts, keys and similar operational items. Complete instruction of Owner's operating personnel, and start-up systems. Complete final cleaning, and remove temporary facilities and tools. Record Documentation: Record Drawings: Maintain a complete set of either blue -or black -line prints of the contract drawings and shop drawings for record mark-up purposes throughout the Contract Time. Markup these drawings during the course of the work to show both changes and the actual installation, in sufficient detail to form a complete record for the Owner's purposes. Giver particular attention to work which will be concealed and difficult to measure and record at a later date, and work which may require servicing or replacement during the life of the project. Require the entities marking prints to sign and date each mark-up. Bind pints into manageable sets, with durable paper covers, appropriately labeled. Maintenance Manuals: Provide 3-ring vinyl -covered binders containing required maintenance manuals, properly identified and to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety, security, and similar appropriate data for each system or equipment item. Final Cleaning: At the time of project close out, clean or reclean the work to the condition expected from a normal, commercial building cleaning and maintenance program. Complete the following cleaning operations before requesting inspection of substantial completion. Remove non -permanent protection and labels. Polish glass. Clean exposed finishes. Touch-up minor finish damage. Clean or replace mechanical systems filters. Remove debris. Broom -clean unoccupied spaces. Sanitize plumbing and food service facilities. Clean light fixtures and replace burned -out lamps. Sweep and wash paved areas. Police yards and grounds. END OF SECTION 01700 DIVISION 2 SITEWORK SECTION 02070 - SELECTIVE DEMOLITION Types of Selective Demolition Work: Demolition requires the selective removal and subsequent offsite disposal of portions of the existing building as indicated on drawings and as required to accommodate new construction. Related work specified elsewhere: Remodeling construction work and patching is included within the respective sections of specifications, including removal of materials for re -use and incorporated into remodeling or new construction. Relocation of pipes, conduits, ducts, other mechanical and electrical wor are specified by respective trades. Schedule Submit schedule indicating proposed sequence of operations for se ective demolition work to Owner's Representative for review prior to commencement of work. Include coordination for shut-off, capping and continuation of utility services as required, together with details for dust and noise control. NOTE: ONLY THOSE SPEC SECTIONS PERTAINING TO WORK SHOWN ON THE DWGS APPLY. DIVISION I APPLIES TO ALL PROJECTS, �R H I T E CT (� BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY RSL CHECKED BY RSL ISSUE DATE 4/13/2020 FILENAME C:\PROJ\0300W1 REVISIONS: REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: GENERAL NOTES .30G .f1hA01 i A a,s M ST, LUCIE COUNTY G N! - 1 Occupancy: Owner will be continuously occupying areas of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner of demolition activities which will impact Owner's normal operations Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished. Conditions existing at time of commencement of contract will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. Partial Demolition and Removal: Items indicated to be removed but of salvable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed. Storage or sale of removed items on site will not be permitted. Protections: Provide temporary barricades and other forms of protection as required to protect Owner's personnel and general public from injury due to selective demolition work. Provide protective measure as required to provide free and safe passage of Owners personnel and general public to and from occupied portions of building. Erect temporary covered passageways as required by authorities having jurisdiction. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. Protect floors with suitable coverings when necessary. Construct temporary insulated solid dust -proof partitions where required to separate areas where noisy or extensive dirt or dust operations are performed. Equip partitions with dust -proof doors and security locks if required. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. Inspection: Prior to commencement of selective demolition work, inspect areas in which work will be performed. Photograph existing conditions to structure surfaces, equipment or to surrounding properties which could be misconstrued as damage resulting from selective demolition work; file with Owner's Representative prior to starting work. Cover and Protect furniture, equipment and fixtures to remain from soiling or damage when demolition work is performed in rooms or areas from which such items have not been removed. Locate, identify, stub off and disconnect utility services that are not indicated to remain. Provide by-pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 72 hours advance notice to owner if shutdown of service is necessary during change -over. Demolition: Perform selective demolition work in systematic manner. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain using power -driven masonry saw or hand tools; do not use power -driven impact tools. If unanticipated mechanical, electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of conflict. Submit report to Owner's Representative in written, accurate detail. Pending receipt of directive from Owner's Representative rearrange selective demolition schedule as necessary to continue overall job progress without delay. Salvage Items: Where indicated on Drawings as " Salvage -Deliver to Owner', carefully remove indicated items, clean, store and turn over to Owner and obtain receipt. Disposal of Demolished Materials: Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. Clean up and Repair: upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas broom clean. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition work. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. END OF SECTION 02070 DIVISION 3 CONCRETE (NOT INCLUDED) DIVISION 4 MASONRY (NOT INCLUDED) DIVISION 5 METALS SECTION 05400 - COLD FORMED METAL FRAMING Types of cold -formed metal framing units for project include the following: "C" shaped steel studs. Shop Drawings and Data: Submit shop drawings for special cPmpo eats and data. installations not fully dimensioned or detailed in manufacturFrproduct Include placing drawings for framing members showing size and gage designations, number, type, location and spacing. Indicate supplemental bracing, splices, accessories, and details as required for proper installation. Component Design: Calculate structural properties of studs and joists in accordance with AISI "Specification for the Design of Cold -Formed Steel Structural Members" Fire -Rated Assemblies: Where framing units are components of assemblies indicated for a fire -resistance rating, including those required for compliance with governing regulations, provide units which have been approved by governing authorities having jurisdiction. Manufacturers : one of the following: Alabama Metal Industries Corp. Bostwick Steel Framing Co. Dale Industries, Inc. Milcor Div. , Inryco Inc. Marino Industries Corp. U.S. Gypsum. System Components: With each type of metal framing required, provide Fr anufacturer's standard steel runners (tracks), blocking, lintels, clip angels, shoes, reinforcements, fasteners, and accessories as recommended by manufacturer for application indicated, as needed to provide a complete metal framing system. Materials and Finishes: For 18-gage and lighter units, fabricate metal framing components of commercial quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570, or A61 1. Provide galvanized finish to metal framing components complying with ASTM ) 525 for minimum G 60 coating. "C" - Shape Studs: Manufacturer's standard load -bearing steel studs of size, shape, and gage indicated, with 1 .625" flange and flange return lip. Electrodes for Welding: Comply with AWS Code. Galvanizing Repair Paint: High zinc dust content paint for repair of galvanized surfaces damaged by welding, complying with M.I Spec. MIL-P-21035. Prefabrication: Structural framing components may be prefabricated into panels prior to erection. Fabricate panels plumb, square, true to line and braced against racking with joints welded. Perform lifting of prefabricated panels to prevent damage or distortion. Fabricate panels in jig templates to hold members in proper alignment and position and to assure consistent component placement. Fastenings: Attach similar components by welding. Attach dissimilar components by welding, bolting, or screw fasteners, as standard with manufacturer. Wire tying of framing components is not permitted. Fabrication Tolerances: Fabricate panels to a maximum allowable tolerance variation from plumb, level, and true to line of 1 /8" in 10'-0". Installation: Install metal framing systems in accordance with manufacturer's printed or written instructions and recommendations, unless otherwise indicated. Install continuous tracks sized to match studs. Secure tracks as recommended by stud manufacturer for type of construction involved. Set studs plumb, except as needed for diagonal bracing or required for non -plumb walls or warped surfaces and similar requirements. Install supplementary framing, blocking and bracing in metal framing system wherever walls or partitions are indicated to support fixtures, equipment, services, casework, heavy trim and furnishings, and similar work. Secure studs to top and bottom runner tracks by either welding or screw fastening at both inside and outside flanges. Install horizontal stiffeners in stud system, spaces (vertical distance) at not more than 4'-6" o.c. Weld at each intersection. END OF SECTION 05040 DIVISION 6 WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY General Products: Lumber, General: Manufacture lumber, S4S and grade stamped, to comply with PS 20 and applicable grading rules of inspection agencies certified by ALSC'S Board of Review. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade lumber for support of other work, including rooftop equipment and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members. Plywood Backing for Electrical and Telephone Equipment: APA C-D PLUGGED INT with exterior glue, fire -retardant treated, 1 /2 "thick except as otherwise noted. Fasteners and Anchorages: of size, type, material and finish suited to application shown. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Installation: Install rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, with members plumb and true and cut to fit. Securely attach: Carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed to view or receive finish materials. Install fasteners without splitting wood. SECTION 06300 - FINISH CARPENTRY AND ARCHITECTURAL WOODWORK Standards: Comply with applicable requirements of the following "Architectural Woodwork Quality Standards" by AWI. Shop drawings: Submit shop drawings for each item of architectural woodwork Samples: Submit finished samples of each wood species and cut indicated for transparent finish; of each material indicated for opaque finish; of each color, pattern and finish of plastic laminate; and of each type of cabinet hardware. Interior Wood: Lumber and Trim: Unless shown otherwise on the drawings, western pine, Douglas Fir or White Fir, graded "C Select" under WWPA rules. Plywood: Sizes shown on the drawings, APA graded complying with PSI/ANSI Al 99.1. Panel Product: Medium density fiberboard. Fire -Retardant Treated Wood (FRTW): Where wood is indicated for fire -retardant treatment comply with AWPA C 20 (lumber) and AWPA C 27 (plywood) using fire -retardant which will not bleed through or adversely affect type of finish indicated and which does not require brush treatment after field cutting. Provide UL label on concealed surface of each piece. Re -dry treated lumber. Inspect each piece of lumber and plywood after treatment and drying; discard twisted, warped, bowed or otherwise damaged or defective wood. Plastic Laminate: High pressure decorative laminate complying with NEMA LID 3, in color, pattern and finish indicated. Fasteners and Anchorages: Provide nails, screws and other anchoring devices of type, size material and finish suitable for intended use and required to provide secure attachment, concealed where possible. Hot -dip galvanize fasteners for work exposed to high humidities to comply with ASTM A 153. Cabinet Hardware and Accessory Materials: Provide cabinet hardware and accessory materials to comply with requirements indicated for design, material, finish, manufacturer, etc. Installation: Install finish carpentry and architectural woodwork plumb, level and straight with no distortion. Shim as required using concealed shims. Scribe and cut woodwork to fit adjoining work. Anchor woodwork to anchors or blocking or directly to substrates, using concealed fasteners. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces from maximum length of lumber available. Cope at returns, miter at corners to produce tight fitting joints. Use scarf joints for end -to -end joints. Cabinets: Install without distortion so that doors and drawers fit openings and are properly aligned. Tops: Anchor securely to base units. END OF SECTION 06400 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07200 - INSULATION General: Thermal resistivity or r-value represents the rate of heat flow though a homogenous material exactly 1" thick and are expressed by the temperature difference in degrees F between the two exposed faces required to cause 1 BTU to flow through 1 sq.ft. per hr. at mean temperatures indicated. Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable, and which correspond to product listed in UL "Fire Resistance Directory' or "Building Materials Directory'. Maximum Allowable Asbestos Content: Less than 0.25% by weight of asbestos of any type or mixture of types occurring naturally as impurities, as determined by polarized light microscopy test per Appendix A of 40 CFR 763. Submittals: Submit product data for each form and type of insulation indicated. Products: General: Provide insulation as shown on the drawings selected from manufacturer's standard thicknesses, widths and lengths. Combustion Characteristics: Passes ASTM E 136 test. Surface Burning Characteristics: Maximum flame spread and smoke developed values of 25 and 50, respectively. Thermal Resistance: as shown on the drawings. Mechanical Anchors: Type and size recommended by insulation manufacturer. Installation: General: Comply with insulation manufacturer's instructions for installation of ins—ua ion. Support: insulation units by adhesive or mechanical anchorage or both as applicable to location and conditions indicated. END OF SECTION 07200 DIVISION 8 DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES Standards: In addition to other specified requirements, comply with St eel Door nstitute ecommended Specifications for Standard Steel Doors and Frames" (SDI-100), for the following classifications. Interior Doors: (if required) SDI-100, Grade III, heavy-duty, Model 1, minimum 18-gage faces. Submittals: With manufacturer's standard details and specifications for steel doors and frames, submit shop drawings showing application to project, as required. Manufacturer: One of the following: Allied Steel Products, Inc. Amweld/Div. American Welding & Mfg. Co. Ceco Corp. Curries Mfg. , Inc. Dittco Prod. Div. Fenestra Corp. Mesker Industries, Inc. Pioneer Bidrs. Products Corp./Div. CORE Industries, Inc. Steelcraft/Div. American Standard Co. Trussbilt, Inc. Republic Builders Products Corp./Subs. Republic Steel. Fire -Rated Assemblies: (if required) Provide units that display appropriate UL or FM labels for fire -rating indicated. Materials: Steel doors and frames; hot -rolled, pickled and oiled per ASTM A 5 59 and A 568; cold -rolled per ASTM A 366 and A 568. Anchors and Accessories: Manufacturer's standard units. Use galvanized items for units built into exterior walls, complying with ASTM A 153. Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 1 1 5 "Specifications for Door and Frame Preparation for Hardware". Reinforce units to receive surface -applied finish hardware to be field applied. Locate finish hardware as indicated or, if not indicated, per DHI "Recommended Locations for Builder's Hardware". Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, using manufacturer's standard baked -on rust inhibit primer. Doors: Comply with SDI-100, of the types and styles indicated, for materials quality, metal gages, and construction details. Frames: Comply with SDI-100, of the types and styles indicated, for materials quality, metal gages, and construction details. Provide standard hollow metal frames for doors, transoms, sidelights, borrowed lights, and other openings as indicated. Prepare frames to receive 2 silencers on strike jambs of single -swing frames and on heads of double -swing frames. Provide 26-gage steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster openings. Installation: Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings (if any). Fit doors to frames and floors with clearances specified in SDI-100. Install fire -rated units in accordance with NFPA Std. No, 80 Finish hardware is specified in another Division-8 section. END OF SECTION 08110 SECTION 08210 - WOOD DOORS Standards: Comply with requirements of ANSI/NWMA I.S. 1 and Section 1300 of AWI rc ttectural Woodwork Quality Standards" except as otherwise indicated. Submittals: In addition to product data, submit the following: Samples for each type of door construction, face material and finish required. Product warranty on door manufacturer's standard form, signed by Manu acturer, Installer and Contractor, agreeing to repair or replace defective doors as defined by referenced standards. Manufacturers: Subject to compliance with requirements, provide wood doors by one of the following: Algoma Hardwoods Inc. Buell Door Company. Cal -Wood Door Div.; Timberland Ind., Inc. Eggers. Glen -Man Door Mfg. Co. Graham Mfg. Co. Ipik Door Co., Inc. Weyerhauser Company. Approved Equal. General Wood Door Product Requirements: Exposed Surfaces: Same exposed surface material on both faces of each door, except as otherwise indicated. Transom and side Panels: Match quality, construction and appearance of associated Wood doors. Louvers: Manufacturer's standard louvers of type, material and size indicated. Fire -Rated Doors: Labeled and listed with rating required by a testing and inspection agency acceptable to authority having jurisdiction. Interior Flush Doors: Core: Solid core or hollow core, as shown on the drawings. Hollow core doors sFaTbe IHC where required by finish hardware. Faces for Transparent Finish: As shown on the drawings. NOTE: ONLY THOSE SPEC SECTIONS PERTAINING TO WORK SHOWN ON THE DWGS APPLY. DIVISION I APPLIES TO ALL PROJECTS. Li PRc-! 1 T E CT E BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS PEG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY : RSL CHECKED BY RSL ISSUE DATE 4/13/2020 FILE NAME C:\PROJ\0300\A1 REVISIONS : REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: GENERAL NOTES GN-2 Faces for Opaque Finish: Any closed -grain hardwood of mill option. Grade: Custom. Fire -Rated Solid Core Doors: Faces and AWI Grade: Match faces and grade of non -rated doors in same area of building. Core Construction: Manufacturer's standard core construction required to provide fire -resistance rating indicated. Edge Construction: Manufacturer's standard laminated edge construction for improved screw -holding ability. Factory Finishing: (if used) Shop -prime doors for opaque finish with one coat of wood primer. Pre -finish wood doors for transparent finish with manufacturer's standard finishing system as selected by Architect from manufacturer's standards for stain color (if any) and gloss. Pre -finish wood doors for opaque finish with manufacturer's standard paint system in color indicated, or if not indicated, as selected by Architect. Pre -fitting and Preparation for Hardware: Pre -fit and pre -machine wood doors at factory. Coordinate with finish hardware and door frame requirements. Job -Fit Doors: Fit doors to frames with uniform clearances and bevels to dimensions in icate in referenced standards. Machine doors for hardware indicated. Seal cut surfaces after fitting and machining. Install doors to comply with manufacturer's instructions. END OF SECTION 08210 SECTION 08420 - ALUMINUM STOREFRONT WORK: Submittals: In addition to manufacturer's standard product data submit the following: Shop drawings for fabrication and installation. Samples of each required aluminum finish. Manufacturers: One of the following Alumiline / Aldora. Amarlite / Arco Metals Co. Arcadia, Northrop Architectural Systems. Cronstroms Mfg., Inc. Howmet Aluminum Corp. Kawneer Company, Inc. PPG Industries, Inc. Tubelite Div. , Indal Inc. United States Aluminum Corp., International Alum. Corp. Modifications of Details: Maintain design concept as indicated (member sizes, basic profiles, and component alignment). Drawings are based on one manufacturer's systems; similar systems by other manufacturers are acceptable, if determined by Architect to conform to design requirements. Finish: As indicated on the drawings, conforming to one of the following. Class I Natural Anodized Finish: AA M1 2C22A41 Class II Natural Anodized Finish: AA MI 2C22A31 Class II Color Anodized Finish: AA MI 2C22A42 / A4, in color matching Architect's sample, or if none, as selected by Architect from within standard industry colors and color density range. Installation: Comply with manufacturer's instructions and recommendations. Set units pl`u­m_b_a_n_cneveI, accurately aligned and securely anchored. END OF SECTION 08420 SECTION 08710 - FINISH HARDWARE General Hardware Requirements Number Designation: Numbers shown on the drawings indicating hardware items are ANSI standard nu m er designations. Acceptable Manufacturers / Products: Acceptable manufacturers for various types of products are listed on the drawings. Products of equivalent quality, design and function by other listed manufacturers may be used, subject to approval of Architect. Submit final hardware schedule organized by "hardware sets", to indicate specifically the product to be furnished-fo-Fre--ach item required on each door. Furnish templates to each fabricator of doors and frames, as required for preparation to receive hardware. Finish and base material designations are indicated in accordance with ANSI Al 56.18 or the nearest traditional U.S. commercial finish. Hardware Mounting Heights: Door and Hardware Institute "Recommended Locations for Builders Hardware for Custom Steel Doors and Frames", except as otherwise indicated. Install each hardware item to comply with manufacturer's instructions and recommendations. END OF SECTION 08710 SECTION 08800 - GLASS AND GLAZING General: Glazing Standard: Comply with FGMA "Glazing Manual" and "Sealant Manual". Safety Glazing Standard: Comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 or category II materials. Fire Resistance Rated Wire Glass: Provide UL-labeled and listed products, identical with those tested per ASTM E 1 UL 9). n_-A. . — - . Glass Manufacturers: Subject to compliance with requirements, provide products by one of the following: AFG Industries, Inc. LOF Glass, Inc. PPG Industries Inc. Saint Gobain / Euroglass. Sizes: Fabricate glass of thicknesses indicated and to sizes required for glazing openings indicated, with edge clearances and tolerances complying with recommendations of glass manufacturer. Glass Products : Comply with ASTM C 1036. Provide types of glass shown on the drawings. Glazing Sealant: Comply with sealant and glass manufacturers for selection of glass sealants which suit project application and installation conditions and which are compatible with surfaces contacted. Provide color of exposed sealants indicated or as selected by Architect. Cleaners, Primers and Sealers: Type recommended by manufacturer of sealants / gaskets Glass Installation (Glazing): General: Comply with referenced FGMA standards and instructions of manufacturers of glass, glazing sealants, and gaskets, to achieve airtight and watertight performance and to minimize breakage. Protect glass from edge damage during handling and installation. Inspect glass during installation and discard pieces with edge damage that could affect glass performance. Protect glass from contact with contaminating substances resulting from construction operations ; remove any such substances by method approved by glass manufacturer. Wash glass on both faces not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion. Wash glass by method recommended by glass manufacturer. END OF SECTION 08800 DIVISION 9 FINISHES SECTION 09250 - GYPSUM DRYWALL Gypsum Board Standard: ASTM C 840 Metal Support Standard: ASTM C 754 Fire - Resistance Ratings: provide gypsum drywall work with ratings indicated and conforming to assemblies tested and listed by recognized authorities. Manufacturers: Subject to compliance with requirements, provide products by one of the fo�gr American Gypsum Co. Flintkote Products, Genstar Building Materials Co. Georgia - Pacific Co. Gold Bond Building Products Div., National Gypsum Co. United States Gypsum Co. Drywall Materials: Exposed Gypsum Board: ASTM C 36. Provide Type X where indicated and where required in fire -resistance rated assemblies. Long Edges: Standard taper. Thickness: 5/8", unless otherwise indicated. Thickness: 5/8", Type "X" unless otherwise indicated. Trim Accessories: Provide mfr's. standard metal trim accessories, of the beaded type with face flanges for concealment in joint compound except where semi -finishing or exposed type is indicated. Provide corner beads, L-type edge trim beads, U-type trim beads, special L-kerf-type edge trim beads, and one piece control beads. Laminating Adhesives: Product recommended by gypsum board mfr. Gypsum Board Fasteners: Type recommended by gypsum board mfr., except as otherwise indicated. Joint Tape: ASTM C 475, paper reinforcing tape. Joint Compound: ASTM C 475, of the type indicated. Provide ready -mixed vinyl -tape for interior work. Drywall Installation and Finishing: Install gypsum boards in lengths and directions which will minimize number of end joints, and avoid end joints in central area of ceilings. Install walls and partitions with exposed gypsum boards vertical, with joints offset on opposite sides of partitions. Otherwise, install boards staggered over support, except where recommended in a different arrangement by mfr. Form "Floating" construction for gypsum boards at internal corners, except where special isolation or edge trim is indicated. Isolate drywall work from abutting structural work; provide edge trim and acoustical sealant as recommended by mfr. Screw gypsum board to metal supports. Laminate face layer to backing board layer where double -layer work is indicated or required to make up indicated thickness. Do not bridge building expansion joints. Leave space of the width indicated between boards, and trim both edges for installation or sealant or gasket. Drywall Finishing: Except as otherwise indicated, apply joint tape and joint compound at joints (both directions) between gypsum boards. Apply compound at accessory flanges, penetrations, fastener heads and surface defects. Install compound in 3 coats (plus pre -fill of cracks where recommended by mfr.); sand after last 2 coats. END OF SECTION 09250 SECTION 09300 - TILE Standards: Mortar and grout materials and installation standards of American National Standard Institute (ANSI) and Standard Specification for Ceramic Tile ANSI Al 37.1 apply to the work, except as otherwise indicated. Submittals: With manufacturer's product data and installation instructions for tile work, submit 3 samples of each type, color, and texture of tile mounted on 12" square backing with joints grounted. Colors, Textures and Patterns: As selected by Architect from manufacturer's standards, or as shown on the drawings. Sizes and Thicknesses: As indicated or, if not indicated, as selected by Architect from manufacturer's standard sizes and thicknesses. Tile Grade: "Standard Grade" unless otherwise indicated. Trim Shapes: Same material, size, color, and texture as field tile. Marble Thresholds: Group "A"; ASTM C 503, for exterior use with minimum hardness of 10.0 per ASTM C 241 ; white with, honed finish, unless otherwise Indicated. Portland Cement Mortar: ANSI Al08.1, materials and installation. Dry -Set Mortar: ANSI Al 18.1 Latex -Portland Cement Mortar: ANSI Al 18.4 Prepackage dry mortar mix with re -emulsifiable powder as additive, for mixing with water only. Installation: Comply with ANSI Al 08.1 and 108.4 through Al08.10, as applicable for type of tile, setting materials, grout and methods of installation indicated. Comply with manufacturer's instructions for application of proprietary materials. Joint Pattern: Use grid pattern with 1 /16" wide joints, unless otherwise indicated Edge Strips: Provide at exposed edge of tile meeting carpet, wood, or resilient flooring, unless otherwise indicated. Cleaning and Protection: Clean tile in accordance with applicable ANSI standard for type of tile and method of installation used and manufacturer's instructions. Apply heavy draft paper or other heavy protective covering to prevent surface damage. END OF SECTION 09300 SECTION 09510 - ACOUSTICAL CEILINGS General: Acoustical Panel and Tile Standard: FS SS-S-1 18 Acoustical Suspension System Standards: ASTM C 635 for materials, ASTM C 636 for installation. Surface Burning Characteristics: 25 or less for flame spread, 50 or less for smoke developed, per ASTM E 84. Fire -Resistance Ratings: As indicated per ASTM E 119 and as indicated by reference to design designation in UL "Fire Resistance Directory". Products: Mineral Composition Panels - Sizes and types shown on the drawings. Metal Direct -Hung Suspension Systems: Direct -hung systems, roll -formed from pre -finished cold -rolled steel sheet, with hanger wire, attachment devices and edge moldings and trim. Sizes and types shown on the drawings. Installation: Layout: Balance ceiling borders on opposite sides, using more -than -half -width acoustical units. Tolerance: 1 /8" in 12'-0" level tolerance. Pattern Directions: AS shown on the drawings. Suspension System: Secure to building structure, with hangers spaced 4'-0" along supported members. Edge Moldings: Secure to substrate with screw anchors spaced 16" o.c. Miter corner joints. Cope exposed edges of intersecting exposed suspension members to produce flush intersections. Install acoustical tile with suspension flange at each joint. END OF SECTION 09510 SECTION 09650 - RESILIENT FLOORING Submittals: With manufacturer's product data and installation instructions, submit the following: Samples of each type, color and pattern of resilient flooring and accessories. Maintenance instructions. Colors and Patterns: As scheduled or shown, or as selected by Owner from manufacturer's standard colors and patterns. Vinyl Composition Tile: FS SS-T-31 2, Type IV, composition as indicated below; 12"x 1 /8" gage unless otherwise indicated. Provide static resistant tile where shown on the drawings. Vinyl Wall Base: FS SS-W-40, Type II, 0.080" gage; with matching stops and pre -formed corner units; standard top -set cove; unless otherwise indicated. Resilient Edge Strips: Not less than 1"width; 1 /8" gage; tapered pullnose edge, color to match flooring or as selected by Architect. Installation: Comply with flooring manufacturer's recommendations for type(s) of materials, project conditions, and intended use. Clean floors and apply leveling compound and substrate primer if required, in accordance with flooring manufacturer's instructions. Lay tile flooring from center marks established with principal walls; adjust as required to avoid use of cut units less than 1 /2 tile wide at perimeters. Match tiles for color and pattern by using in manufactured and packaged sequence. Install resilient edge strips at edges of resilient flooring which would otherwise be exposed Clean floors and accessories after installation and apply protective polish in accordance with flooring manufacturer's instructions. Omit polish on "no -wax" flooring and tile indicated for "no -wax" maintenance. END OF SECTION 09650 SECTION 09680 - CARPETING General: Carpet flammability: Pass pill test, ASTM D 2859 (DOC FF-1-70). Radiant Panel Test: Rating of 0.22 for corridors, circulation spaces, and rooms larger than 4000 sq. ft.; ASTM E 648. Radiant Panel Test: Rating of 0.45 for corridors, circulation spaces, and rooms larger than 400 sq. ft.; ASTM E 648. Tunnel Test: Maximum flame spread of 75, ASTM E 84. Smoke Density Test: Density of 450 or less, NFPA No. 258. HUD Certification: Comply with HUD "Use of Materials Bulletin" UM-44c, and carry current listing in HUD "Certified Products Directory". Static Electricity: 3.5 KV max. at 707 and 20% relative humidity AATTCC 134. Samples: Submit 18" x 27" samples of each required type, color, pattern and texture of carpet. Carpet Manufacturer (Mill): Subject to compliance with requirements, provide carpet by one of the following: Armstrong World Industries, Inc. Bigelow -Sanford, Inc. Collins and Aikman. Couristan Inc. Gulistan Carpet / J.P. stevens Co. J. &J. Industries. Karastan Rug Mills. Lees Carpets / Div. Burlington Industries. Millikin and Co. Mohawk Carpet. Stratton Industries. Carpet Materials and Construction: As indicated on the drawings. Style, Color, Pattern, Texture: As indicated on the drawings. Miscellaneous Materials and Carpet Accessories: Provide only the items required for the type installation indicated on the drawings. Carpet Cushion: Rippled -surface sponge rubber with top fabric/sheet, FS ZZ-C-0081 1 ; passing pill test, ASTM D 2859; 68 oz. per sq. yd., 0.44" thick, or approved equal. Tackless Stripping: Water-resistant plywood of thickness matching cushion; narrow with 2 rows of pins, except wide with 3 rows where width of carpet exceeds 20'. Nonmetallic Edge Guard: Black vinyl or rubber or size and profile indicated. Installation Adhesive: Water-resistant carpet adhesive of type recommended by carpet -mill. Seaming Cement: Hot -melt type recommended by mill. Miscellaneous Materials: Adhesives, tapes, thread, nails, staples and similar products of type recommended by mill and installer. installation of Carpeting: Clean surfaces to be carpeted; scrape up cementitious and resinous deposits; vacuum; apply sealer on concrete surfaces, adequate to prevent dusting. Pre -plan installation for uniform direction of pattern and lay of pile, and proper sequencing with other work. Locate seams properly, centered under doors and without seams in directions of traffic at doorways and similar traffic patterns. Do not bridge building expansion joints. Extend carpet under removable obstructions and into closets and alcoves. Provide stretch -in -tackles s installation, using glued and/or nailed tackless stripping with edges of carpet concealed at wall bases. Tape and/or sew seams, after buttering trimmed edges with seaming cement. Cement cushion to substrate, with taped seams running at 90° angle with carpet seams. Stretch carpet both directions in accordance with mill's instructions; use power stretchers except where space is too small. Provide glued -down installation by trimming and fitting carpet widths into each space prior to application of adhesive. Apply adhesive, butter cut edges with seaming cement, butt edges tightly together, and roll lightly. Install edge guards at exposed edges, including building expansion joints (back-to-back edge guards). Bind edges with cloth tape and thread where not concealable. On stairs and similar substrates, anchor carpet with concealed nailing or other secure method, without seams at high -wear locations. Clean adhesive and cement from fact of carpet promptly; replace carpet which cannot be cleaned. Save carpet scraps, defined as mill ends less than 9' long and pieces larger than 3 sq. ft. in area and wider than 8", and deliver to Owner's storage space as directed. Dispose of smaller pieces. NOTE: ONLY THOSE SPEC SECTIONS PERTAINING TO WORK SHOWN ON THE DWGS APPLY. DIVISION I APPLIES TO ALL PROJECTS. t r WIE COUNTY P`{v1 . . . _w , WNe BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1,772,408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 a C' ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY : RSL CHECKED BY RSL ISSUE DATE 4/13/2020 FILE NAME : C:\PROJ\0300\H1 REVISIONS: REV# DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: GENERAL NOTES GN-3 Vacuum completed carpet installation with beater -in -nozzle type commercial vacuum cleaner. Remove any protruding face yarn with sharp scissors. Restretching: (For Pad Installation Only) Return to installation at time convenient to Owner and occupants, approximately 6 months after occupancy, and restretch carpet to eliminate wrinkles. Repair faulty seams and other faults in installation. END OF SECTION 09680 SECTION 09900 - PAINTING Submittals: In addition to manufacturer's data, application instructions, and label analysis for each coating material, submit samples for Owner's review of color and texture only. Resubmit samples if requested until required sheen, color and texture is achieved. Description of Work: Painting and finishing of interior and exterior items and surfaces, unless otherwise indicated. Paint exposed surfaces, except as otherwise indicated, whether or not colors are designated. If not designated, colors will be selected by Owner from standard colors available for the coatings required. Work Not Included: Unless otherwise indicated, shop priming of ferrous metal items and fabricated components are included under their respective trades. Pre -finished items, such as metal toilet partitions, acoustic material and the like, are not included. Unless otherwise indicated, painting not required on surfaces of concealed areas, equipment and other such items within concealed spaces. Finished metals such as anodized aluminum, stainless steel, bronze, and similar metals will not be painted. Do not paint any moving parts of operating units, or over any equipment identification, performance rating, name or nomenclature plates or code -required labels. Delivery and Storage: Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions. Job Conditions: Do not apply paint in snow, rain, fog or mist or when relative humidity exceeds 85%. Do not apply paint to damp or wet surfaces. Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by Architect. Coordination: Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of anticipated problems using specified coatings with substrates primed by others. Surface Preparation: Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish -painted or provide surface -applied protection. Reinstall removed items and remove protective coverings at completion of work. Prepare cementitious surfaces: of concrete, concrete block and similar materials to be painted by removing efflorescence, chalk, dust, dirt, grease and oils, and by roughing to remove glaze. Determine alkalinity and moisture content of surfaces to be painted before beginning painting. Do not paint over surfaces where alkalinity or moisture content exceeds manufacturer's recommendations. Seal wood: Required to be job -painted. Prime edges, ends, face undersides and packsides of counters, cases, cabinets, counters, etc. Use spar varnish for back priming where transparent finish is required. Seal tops, bottoms, and cutouts of wood doors with heavy coat of varnish or similar sealer immediately upon delivery to job. Clean ferrous surfaces which are not galvanized or shop -coated. Remove oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. Touch-up shop -applied prime coats wherever damaged. Clean galvanized surfaces free of oil and surface contaminants with non -petroleum based solvent. Material Preparation: Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. Application:Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators, and techniques best suited for materials and surfaces to which applied. Apply additional coats when undercoats, stains or other conditions show through final paint coat, un I paint film is of uniform finish, color and appearance. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behin permanently fixed equipment or furniture with prime coat only before equipment is installed. Paint interior surfaces of ducts, where visible through registers or grilles, flat, non-specular black. Paint back sides of access panels, and removable or hinged covers to match exposed surfaces. Finish exterior doors on tops, bottoms and edges same as exterior faces, unless otherwise indicated. Sand lightly between exceeding enamel or varnish coats. Omit first coat (primer) on metal surfaces which have been shop -primed and touch-up painted, unless otherwise specified. Apply prime coat to material which is required to be painted or finished, and which has not been prime coated by others. Apply each material at not less than manufacturer's recommended spreading rate, to provide a total dry film to thickness of not less than 4.0 mills for entire coating system of prime and finish coats for 3-coat work. Provide a total dry film thickness of not less than 2.5 mills for entire coating system of prime and finish for coat 2-coat work Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. END OF SECTION 09900 SECTION 09950 - WALL COVERINGS Fire Hazard Classification: Flame spread not more than 25. Fuel contributed not more than 15. Smoke developed not more than 25. Samples: 3 full width samples, 3 sets of sample moldings. Replacement Materials: 6 linear yards. Certification: Submit manufacturer's certification that materials supplied for project comply with requirements specified. Job Conditions: Maintain constant minimum temperature of 60 F 06 C) at areas of installation for at least 72 hours before and 48 hours after installation. Remove wrappings from wall coverings and allow to acclimatize to areas of installation for at least 24 hours before installation. Wall coverings: Types as indicated on the drawings. Accessory Items: Adhesive/Primer/Sealer: as recommended by manufacturer of wall covering or use with particular substrate shown; mildew -resistant and non -staining to wall covering. Release Coat: Oil base sealer or enamel undercoater for drywall. Remove wall plates and surface -mounted fixtures in areas where wall covering to be installed. Prime and seal substrates in accordance with wall covering manufacturer's instructions; apply release coat to gypsum drywall. Test substrates for moisture; verify not more than 4%. Place wall covering panel consecutively in order cut from rolls; hang by reversing alternate strips except on match patterns. Apply adhesive in accordance with manufacturer's recommendations; install seams plumb and not less than 6" from corners; horizontal seams not permitted. Trim selvages as required to assure color uniformity and pattern match; overlap seams and double -cut for tight closure, unless otherwise recommended by manufacturer. Install wall covering with intimate substrate bond, smooth, clean, and without wrinkles, gaps, and overlaps. Remove excess adhesive promptly, using clean sponge and warm water; replace panels which cannot be completely cleaned. Replace wall plates and fixtures removed to permit wall covering installation; verify cut edges of wall covering completely concealed. END OF SECTION 09950 DIVISION 10 SPECIALTIES SECTION 10160 - TOILET PARTITIONS Submittals: Manufacturer's data and installation instructions. Manufacturer: Provide metal toilet partitions as manufactured by on of the following: Accurate Partitions Div., United States Gypsum Co. All American Metal Corp. American Sanitary Partition Corp. Ampco Products Inc. Flush -Metal Partition Corp. General Partitions Mfg. Corp. Global Steel Products Corp. Knickerbocker Partition Corp. Metpar Steel Products Corp. Sanymetal Products Co. Types and Finishes: As shown on the drawings. Hardware and Accessories: Furnish for each door, as follows: Hinges: Either surface -mounted or cutout inset type, adjustable to hold door open at any angle up to 90. Latch and Keeper: Recessed latch unit, with combination rubber -faced door strike and keeper. Coat Hook and Bumper: Manufacturer's standard unit, rubber -tipped. Door Pulls: Manufacturer's standard. Accessories:: All units chromium -plated finish, unless otherwise indicated. Apply the following accessories to panels and doors, one each compartment unless otherwise indicated. Single roll toilet paper holder. Grab bars at handicapped compartments, 1-1 /2" o.d., knurled finish stainless steel. Installation: Install partitions rigid, straight, plumb and level in accordance with manufacturer's printed instructions. Set units with not more than 1 /2', between pilasters and panels, and not more than 1" clearances between panels and walls. Hardware Adjustments Adjust and lubricate hardware for proper operation after installation. Set hinges on in -swinging doors to hold doors open approximately 30' from the closed position when unlatched. Set hinges on out -swing doors to return to fully closed position. Wall -Mounted Screens: Attach with heavy-duty, concealed anchoring devices, including wall channels, wall plates and studs as recommended by manufacturer. Cleaning and Final Adjustments: Perform final adjustments to leveling devices, door har ware, and other operating parts. Clean exposed surfaces and touch up minor finish imperfections using materials and methods recommended by partition manufacturer. least 24 hours before installation. Replace damaged units which cannot be satisfactorily field repaired, as directed by Architect. END OF SECTION 10160 SECTION 10800 - TOILET AND BATH ACCESSORIES Submittals: Manufacturer's data and installation instructions. Manufacturer: Provide toilet and bath accessories as manufactured by BOBRICK. General: Provide toilet and bath accessories as indicated on the drawings. Install units at locations and heights as indicated, plumb and level, firmly anchored, in accordance with manufacturer's instructions. END OF SECTION 10800 SECTION 10830 - MIRROR UNITS Submittals: Manufacturer's product data and installation instructions. Manufacturer: Subject to compliance with requirements, provide mirror units as manufactured by one of the following: American Specialties, Inc. Bobrick Washroom Equipment, Inc. Bradley Corp. Hallmack-NuTone/Div. Scovill Mirror Glass: 1 /4" thick, Type I, Class 1, Quality q2, conforming to FS DD-G-451 , with silvering, copper coating, and protective organic coating complying with FS DD-M-411. Stainless Steel Framing: AISI Type 302/304, with polished No. 4 finish. Fabrication: Edge Protection: Fabricate frames for glass mirrors to accommodate wood, felt, plastic, or other glass edge protection material. Backing: Provide mirror backing and support system which will permit rigid, tamperproof glass installation and prevent accumulation of moisture. Hangers: Provide system of mounting mirror units which will permit rigid, tamperproof and theftproof installation. Stainless Steel Framed Mirrors: Standard Type: Fabricate frame with channel shapes of not less than 20 gage (.040"), with square corners mitered to hairline joints and mechanically interlocked. Provide in Type 430 brite polished finish. Installation: Secure mirrors to walls in concealed tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, in accordance with manufacturer's instructions for type of substrate involved. Clean: exposed surfaces of mirror units in compliance with manufacturer's recommendations. END OF SECTION 10830 DIVISION 11 EQUIPMENT (NOT INCLUDED) DIVISION 12 FURNISHINGS (NOT INCLUDED) DIVISION 13 SPECIAL CONSTRUCTION (NOT INCLUDED) DIVISION 14 CONVEYING SYSTEMS (NOT INCLUDED) DIVISION 15 MECHANICAL (INCLUDED ON MECHANICAL DWGS.) DIVISION 16 ELECTRICAL (INCLUDED ON ELECTRICAL DWGS.) NOTE: ONLY THOSE SPEC SECTIONS PERTAINING TO WORK SHOWN ON THE DWGS APPLY. DIVISION I APPLIES TO ALL PROJECTS. ,rqmEWEDFOR, . 9_ NECOUNTY 130C BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH L772.408.6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWN BY : RSL CHECKED BY : RSL ISSUE DATE 4/13/2020 FILE NAME C:\PROJ\0300\A1 REVISIONS: REV# DAJI- DESCRIPTION ,L PROJECT TITLE: MINUTEMAN PRESS TENANT IMPROVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: GENERAL NOTES M W NOTE: THIS SHEET IS INITIALLY SUBMITTED BLANK TO RECEIVE FUTURE COMMENTS, RESPONSES, AND FIELD REVISIONS rl-�AEWED FOH CO I COMPLIANCE JCIE COUNTY nc AKv. . . . , CJ/.7e BUILDING IDEAS TRANSFORMING IDEAS INTO REALITY PH 1.772,408,6963 22062 CONCHA AVE. FAX : Ancient tech email it. BOCA RATON, FL. No one faxes anymore 33428 EMAIL: rlewis@biarch.com AA26001089 w ROBERT S. LEWIS REG # : AR91402 CONSULTANTS: OFFICE INFORMATION DRAWNBY : RSL CHECKED BY : RSL ISSUE DATE 4/13/2020 FILE NAME C:\PROJ\0300\A1 REVISIONS: REV # DATE DESCRIPTION PROJECT TITLE: MINUTEMAN PRESS TENANT IMPR'.OVEMENT 130 SE ENTRADA AVE., PORT SAINT LUCIE, FL ID:3419-525-0001-200-6 ACCOUNT:42396 USE: 2300 ZONING: COMM OFFIC COMMISSION # : 2008 SHEET TITLE: COMMENTS & REVISIONS C1