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HomeMy WebLinkAboutPROPOSED EXPANSION PLANAT ST. LUCIE COUNTY FLORIDA SCANNED BY St Lucieftnty MAY 22, 2015 FILE COPY FEKMIT SET INDEX OF DRAWINGS 1/0 Dwg. No Drawing Name ® A0.10 COVER SHEET / INDEX OF DRAWINGS ARCHITECTURAL DRAWINGS /0 Dwg. No Drawing Name ® A1.10 LIFE SAFETY PLAN ® A1.11 CODE REVIEW gee ® A2.10 FLOOR PLAN ® A2.11 FURNITURE PLAN DONA DIO \'� A2.30 ENLARGED PLANS v&- Lin ® A2.40 REFLECTED CEILING PLAN ARCHITECTURAL 5YM bOL5 & Associates, Architects P.A. t'i?�" h ® A5.10 INTERIOR ELEVATIONS « ® A6.10 DOOR & WINDOW SCHEDULES AND DOOR & FRAME TYPES & DETAILS 60917th Street n' — Vero Beach, FL 32960 swEs__ Te1.772.794.2929��s,`"``"ter MECHANICAL DRAWINGS v � QCOLUMN GRID LINES I/O Dwg. No Drawing Name " ROOM NAME Fax.772.562.8600 L:arr, I OFFICE ® M0.1 MECHANICAL NOTES &NUMBER www.donadio-arch.com � TfcF �i— o0 ROOMNAME License No. AA0002238 ® M2.1 MECHANICAL PLAN ROOM UMBER ® M6.1 MECHANICAL SCHEDULES 01 5ECTION REFERENCE DETAIL REFERENCE Att 01 SHEETWHERE SECTION A27 _ ELECTRICAL DRAWINGS 155HOWN 5HEETNUMBERWHERE 5ECTION NUMBER D1 DETAIL UMBEPN 1/0 Dwg. No Drawing Name -r I.L'CTE Cot-7' ` FiR TRIG INTERIOR - MECHANICAL AND ELECTRICAL �IE`�EDFo'kCo DNS ELEVATION REV15ION 5YMB0L ENGINEER ® EO.1 ELECTRICAL NOTES 01 REFERENCE O1 - ' cLRJE•- , Fr, A„ ® E2.1 LIGHTING PLAN SEE AT ;.-•`':.; ---" SHEETWHERE ELEVATION INC. �j 155HOWN �5�'0/ (� ® E3.1 POWER PLAN t�pTE KA M M CON 5 U LTI N G ELEVATION NUMBER ST. LUCIE COUNTY / DOOR TYPE DATUM POINT 1405 Orange Ave PLAN REVIEW f LUMBING DRAWINGS "^ INDICATOR O WINDOW TYPE Ft. Fierce, FL 34950 < BLDG: 1/0 Dwg. No Drawing Name AA OKEY NOTE 5YMB0L Tel.: 772/595-1744 DATE- . ® P0.1 PLUMBING NOTES PARTITION TYPE Fax.: 772/595-1745 DATE: / ® P2,1 PLUMBING PLAN THES- P"VS AND ALL PROPOSM WOAK PLUMB: : DATE:/d ARE SUBJECT TO ANY COrAECTIONS �- REOUIRED BY FIELD INSPECT�9RS THAT MECH: MAY BE NECINARY I,y ORM TO DA Zi -IS COMPLY WITH ALL APPLICdCLE CODES, Project No.: 2013-15.005 LANG REALTY EXPANSION MAIN STREET VILLAGE ST. LUCIE COUNTY, FLORIDA Project: STRUCTURAL NOTES 6. ACCEPTABLE PRODUCTS ARE: —6101 WOOD: 1010 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN & EXPANSION ANCHORS FOR NON —CRACKED CONCRETE ONLY: STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, — WEDGE —ALL (WA), BY SIMPSON STRONG —TIE SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. — KWIK BOLT 3, BY HILT] OF NO. 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER B. CRACKED CONCRETE MECHANICAL ANCHORS: NOS, AS FOLLOWS: DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. — STRONG —BOLT (STB), BY SIMPSON STRONG —TIE DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE C. — KWIK BOLT (TZ), BY HILTI SCREW ANCHORS: SHEAR Fv = 90 psi. BENDING 2X6 Fb = 1,250 psi. FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE — TITEN HD (THD), BY SIMPSON STRONG —TIE BENDING 2X8 Fb = 1,200 psi. AFFECTED PART OF THE WORK. — HUS—H, BY HILTI BENDING 2X10 Fb = 1,050 psi. BENDING 2X12 Fb 975 D. ADHESIVE ANCHORS: — psi. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND a) FOR ANCHORING INTO SOLID BASE MATERIAL WOOD IN CONTACT WITH CONCRETE MASONRY, AND AT OTHER STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE (CONCRETE AND GROUT —FILLED CMU): LOCATIONS AS SHOWN ON STRUCTURAALL DRAWINGS, SHALL BE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE — ACRYLIC —TIE (AT) SET EPDXY —TIE (SET) WITH RETROFIT BOLTS (RFB), PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN BUILDING AND ITS COMPONENTS DURING ERECTION. THIS — BY SIMPSON STRONG —TIE WOOD — PRESERVERS' ASSOCIATION STANDARDS. MEMBER SIZES INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, — HIT RE 500, BY HILTI SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. TEMPORARY BRACING, GUYS OR TIEDOWNS. b) FOR ANCHORING INTO HOLLOW BASE MATERIAL (HOLLOW ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY CMU): SUPPLIER'S SPECIALTY ENGINEER TO CONFIGURATION AND LOAD — CONTACT ENGINEER OF RECORD WINGS AND SPECIFICATIONS 1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2010. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: LIVE LOAD 20 psf. DEAD LOAD 25 psf TOP CHORD -- 15 PSF BOTT CHORD — 10 PSF DEAD LOAD 10 psf. (AVAILABLE TO RESIST UPLIFT) WIND: ASCE 7-10 Vult = 170 MPH Vasd = 132 MPH RISK CATEGORY II TERRAIN EXPOSURE B INTERNAL PRESS. COEF. +/— 0.18 (ENCLOSED BUILDING) ALL GLAZED OPENINGS SHALL BE IMPACT RATED OR MISILE IMPACT PROTECTED 2011 FOUNDATIONS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. REPORT No. 13-5437 PREPARED BY: ARDAMAN & ASSOCIATES, INC TITLED: SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION, MAINSTREET VILLAGE — LOT A, BRANDYWINE LANE AND HOLLY TREE TRAIL, PORT ST. LUCIE, FLORIDA DATED: JULY 25, 2013 THIS REPORT SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 2,500 psf. 3102 FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO—THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. 3201 REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 3202 WELDED WIRE FABRIC: TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. 3301 CONCRETE: CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS OF SLAB ON GRADE 3000 PSI TIE BEAMS & COLUMNS 3000 PSI WITH A PLASTIC AND WORKABLE MIX. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENT OF ASTM C33 FOR COARSE AGGREGATE. 3602 POST —INSTALLED ANCFfORS: v 1. POST —INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST —INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST —IN —PLACE ANCHORS. 3. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. 4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. 5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE LISTED BELOW, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. 4203 MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (f'm = 1500 psi). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. GROUT SHALL BE 2000 psi MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. CARRYING CAPACITY SHOWN ON DRA ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONLY AS A CHANGE ORDER WHICH WILL INCLUDE ENGINEERING CHARGES FOR REDESIGN OF THE STRUCTURE BY THE ENGINEER OF RECORD. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL BE INCLUDED, IDENTIFYING TRUSS SYSTEM COMPONENTS, AS WELL AS PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER AS THE SPECIALTY ENGINEER. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED: DEAD LOAD 0.90 PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING DEAD LOAD + FLOOR LIVE LOAD 1.00 (DUR—O—WALL OR ENGINEER APPROVED SUBSTITUTION) AT DEAD LOAD + ROOF LIVE LOAD 1.25 ALTERNATE BLOCK COURSES. DEAD LOAD + WIND LOAD 1.33 IF REQUIRED, CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST, WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 4205 TIE BEAMS: BEAMS WITH THE PREFIX "TB" SHALL BE OF CONCRETE, POURED AFTER THE BLOCK WALLS BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN A CCORDANCE WITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED). 4207 LINTELS: MASONRY OPENINGS LESS THAN 7 FEET SHALL BE SPANNED WITH 8"X8" CONCRETE LINTELS WITH 2#5 REINFORCING BARS BOTTOM. LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. 5104 MACHINE AND LAG BOLTS: SHALL BE A 307 HOT DIPPED GALVANIZED WITH GALVANIZED WASHERS. 5111 WELDING: WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION USING ASTM E70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. 5211NON COMPOSITE STEEL FORM DECK: SHALL BE 1" DEEP, 24 GAGE GALVANIZED (G60) CORRUGATED STEEL FORM DECK (SLABFORM), AND SHALL CONFORM TO PROVISIONS OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR NON COMPOSITE STEEL FORM DECK. WELD PATTERN SHALL BE MINIMUM 30/4 UNLESS NOTED OTHERWISE. PLYWOOD FLOOR, WALL AND ROOF SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE. UNLESS SHOWN OTHERWISE, SPAN RATED PANELS SHALL BE FASTENED TO NOMINAL 2X SOUTHERN PINE FRAMING SPACED UP TO 24" O/C. IN ACCORDANCE WITH THE FOLLOWING: PANELS UP TO 5/8" THICK: 10d NAILS AT 6" 0/C. EDGE, 6" 0/C. ELSEWHERE. 6105 WOOD FRAMING CONNECTORS: CONNECTOR MODEL NUMBERS SHOWN ARE Strong tie CONNECTORS AS MANUFACTURED BY SIMPSON Strong Tie Co. q. q. 0.1 . ,Li AB — ANCHOR BOLT K — KIP(s) ALT — ALTERNATE KIP(s) — 1000 POUNDS APPROX — APPROXIMATELY KLF — KIPS PER LINEAR FOOT ARCH — ARCHITECT KJ — CONSTRUCTION JOINT ARCH'L — ARCHITECTURAL L — ANGLE B/ — BOTTOM OF LG — LONG BC — BOTTOM CHORD LLH — LONG LEG HORIZONTAL BLDG — BUILDING LLV — LONG LEG VERTICAL BM — BEAM LP — LOW POINT BOTT — BOTTOM LW — LONG WAY BRG — BEARING MFR — MANUFACTURER C/C — CENTER TO CENTER MAS — MASONRY CIP — CAST IN PLACE MO — MASONRY OPENING CJ — CONTRACTION JOINT MAT'L — MATERIAL CL — CENTERLINE MAX — MAXIMUM CLR — CLEAR MECH'L — MECHANICAL CMU — CONCRETE MASONRY UNIT MTL — METAL COL — COLUMN MIN — MINIMUM CONIC — CONCRETE MISC — MISCELLANEOUS CONFIG — CONFIGURATION INS — NEAR SIDE CONT — CONTINUOUS NIC — NOT IN CONTRACT CONTR — CONTRACTOR NITS — NOT TO SCALE CTR — CENTER OC — ON CENTER DBL — DOUBLE OH — OPPOSITE HAND DET — DETAIL OPNG — OPENING DIA — DIAMETER PAF — POWDER ACTUATED FASTENERS DIM — DIMENSION PART — PARTITION ON — DOWN PART'L — PARTIAL DR — DOOR/DRAIN PCJ — PRECAST CONCRETE JOIST DWG — DRAWING PL — PLATE EA — EACH PLF — POUNDS PER LINEAR FOOT EE — EACH END PSF — POUNDS PER SQUARE FOOT EF — EACH FACE PSI — POUNDS PER SQUARE INCH EJ — EXPANSION JOINT PT — POST TENSIONED/PRESSURE TREATED EL — ELEVATION R — RISER/RADIUS ELEV — ELEVATION/ELEVATOR REG — REGULAR ENGR — ENGINEER REINF — REINFORCING FOR — ENGINEER OF RECORD REM — REMAINDER EOS — EDGE OF SLAB REQ'D — REQUIRED EQ — EQUAL REV — REVISED/REVISION EW — EACH WAY RM — ROOM EXIST — EXISTING RO — ROUGH OPENING EXP — EXPANSION RQMTS — REQUIREMENTS EXT — EXTERIOR SCHED — SCHEDULE FIN — FINISH SECT — SECTION FLR — FLOOR SIM — SIMILAR FIND — FOUNDATION SL — SLOPE FOM — FACE OF MASONRY SOG — SLAB —ON —GRADE FS — FAR SIDE SP — SPIRAL FT — FOOT SQ — SQUARE FTG — FOOTING SS — STAINLESS STEEL GA — GAGE STD — STANDARD GALV — GALVANIZED STL — STEEL GC — GENERAL CONTRACTOR STRUCT'L — STRUCTURAL GT — GIRDER TRUSS SW — SHEARWALL/SHORT WAY HC — HOLLOW CORE T/ — TOP OF HCP — HOLLOW CORE PLANK TB — TIE BEAM HOG — HOT DIPPED GALVANIZED TC — TIE COLUMN/TOP CHORD HIS — HIP GIRDER TEMP — TEMPERATURE HK — HOOK TJ — TIE JOIST HORIZ — HORIZONTAL T/O — THRU OUT HP — HIGH POINT TR — TREAD/TRUSS HS — HIGH STRENGTH TYP — TYPICAL IJ — ISOLATION JOINT UNO — UNLESS NOTED OTHERWISE INFO — INFORMATION VERT — VERTICAL INT — INTERIOR W/ — WITH IRR — IRREGULAR W/0 — WITHOUT JR — JAMB REINFORCING WD — WOOD JT — JOINT WP — WORK POINT WWF — WELDED WIRE FABRIC DRAWING INDEX DWG NO. DESCRIPTION 1 S1.00 STRUCTURAL NOTES, ABBREVIATIONS 2 S1.01 FOOTING, BEAM & COLUMN SCHEDULES, WIND PRESSURES 3 S1.02 TYPICAL DETAILS 4 S2.10 FOUNDATION PLAN 5 S2.20 ROOF FRAMING PLAN 6 S3.10 SECTIONS 7 8 9 THESS PLANS AND ALL PLiOPOSM WORK ARE SUBJECT TO ANY CORRECTICNS REQUIRED BY FIELD INSPEC70RS THAT IJAY BE NECL'96Amy IN O@4DIL14 TO COMPLY WITH ALL APPLICABLE CODES, FROF05ED OFFICE BUILDING FOR MAIN STREET VILLAGE 5T. LUCIE COUNTY, FLOKIDA Key Plan Issues: No.: Date: Description: 08-29-13 PERMIT 5ET 11-20-15 TI SLAB PERMIT Architect: DONADIO & Associates, Architects P.A. 609 17th Stl t Vero Beach, FL 32960 Te1.772.794.2929 FU,772.5628600 www.donadio-awh.com License No. AA0002238 Consultant: Drawing Title: �p WORLDWIDE ENGIN " CERTIFICATE OF AUTHORIZATION N6. 11ta 2011 South 25th Streqj,,,$$pite 211 FORT PIERCE, FLM4947 PHONE: (78 Si FAX: (772) 468— � :" O - TRC Worldwide En '( All rights reserved. 01- & " www.trcww.com ���Ijs� TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 13FTP013 STRUCTURAL NOTES & ABBREVIATIONS Job North Urn: Drawing File: DAB Chd: XREF File: JDM Project No.: Plot File: 2013-15 Sheet No.: cent. No.: 12,456 (\1 Date Signed: S 1 ■ O O Copydght © 2016, & Aeoociat %Architects, PA., All Klghts Reteved Project: +5' N LL 0 a 5 U IL 00 rn 00 V r to N N ('0 3 0 N 04 U)I - 0 U) M 0 a LL r0 F U 7 0_ rn 0 U d of 41 1u c M 0 o_ LL ce) CM 0 N (5 N �O C d N f0 L O LL 0 I N 0 o i+1 ' 46'-6" 23'-2" 160'-0" 1'C- 0" 16'-8" 23'-2" O O Op O I I O2 OD O I (D O I lOO 1'-4" x2'-O" CMU � r- PEDESTAL W/(4)#5 I oo I I ®I I I I o® VERT (TYP) O L L_ - - - - - - -------------------------------------------- ---- 46'-6" 10'-0" ----------- --- ------- _. ---�E-�--- --------- __ --------- --��----- ---------- ------- ----- -------------- ---I -- --------- 1 r------ I 1 I I 1,, 5 I I I I LOCATE AT FACE OF LOCATE AT FACE OF LOCATE AT WALL I 1 B WALL LOCATE E AT PROPOSED TENANT PROPOSED TENANT FACE OF CJ I i O 1 I CJ FACE SEPARATION WALL SEPARATION WALL PROPOSED L----- - — — — — - PROPOSED TENANT SEPARATION TENANT SEPARATION— WALL r 1 WALL I I I I I II I I I NO SLAB, OPEN FOR INDICATES PROPOSED II I 1 I I I I O I 1 FUTURE SLAB ON LOCATION OF FUTURE 1 I GRADE. ASSUMED TOP SLAB CONTROL JOINTS I IO I I OA i OF SLAB EL.+O'-O" I I I I 5 I I 5 I I I 3.1 I I 3.1 1 I I 1 I I I 11 I i 1 I 1 r-- I I ---1 I I 1 I I I I I I I I I O I LL I I I I I WALL CJ I L— J I I CJ I L_J 3 O TE-1 3 C T -1 TE 1 _ I— — — — — — TE 1— — — — — — — — — — — —T 17 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —------- ------------J — — -I — — — — — — — — — — — — — — — — — — — - - — — B — — — — — — — — — — — — — — — — — — -- — — — — — — — — — a. — — — — — — — — — — — — — — — — — — — — — — — — — — —A — — — — — — — B Z r-- Z_J--- — r—� r—� O r 9 r—� r—�'I r--1 T--� O r--1 r--1 9 r-1 r—� r —-i ®1 I®I I®I 3., I®I 1 °® I I I 101 1 °� I 1®1 3.1 101 I®I I®I O 2 J2 D 2L 2 0 2 0 0 DO 0 0-J D O J O OIJ LL_ J L_ J L JL_ JO 0 0 O O 00 00 00 O" 5'-0" 5'-0" 6'-4" 1 - 8-81 - 10'-8" 1 - 8'-8' 1 - 6-10123'-2 1' 16'-8" 1' 23'-2" 1' " 6'-10" 18'-8"1 - " 10'-8"1 8' _8" 5'-0" 5'-0" 160'-0" FOUNDATION PLAN SCALE: JV=1'-0" 0 I 0 0 I I N tU> 0 EL +5'-4" T/WALL 1. VERIFY ALL DIMENSIONS, ELEVATIONS AND SLAB FINISHES WITH RETE SIDEWALKS/WALKWAYS/PADS SHALL BE 4" CONCRETE SLAB -ON -GRADE ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. FOR ADDITIONAL ED WITH ONE LAYER OF 6X6 W1.4 X W1.4 WELDED WIRE FABRIC NOTE #12COLUMN L�' SYMBOLS DIMENSIONAL INFORMATION SEE ARCHITECTURAL DRAWINGS. ON WELLCOMPACTED, CLEAN FILLUNO. PROVIDE TE-1 (SEE S. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS/LIMITS. 2. CENTERLINES OF COLUMNS AND WALLS SHALL COINCIDE WITH THE —INDICATES COLUMN BELOW FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE. 10. SLAB CURIN UIRED. E STR NOT 11. TE-1 - INDICATES AN 8" WIDE X 8" DEEP X CONTINUOUS CONCRETE O — INDICATES COLUMN THRU 3. SEE DRAWING S1.01 FOR FOOTING, BEAM AND COLUMN SCHEDULES. THICKENED SLAB EDGE REINFORCED WITH (1)#5 HORIZONTAL REINF BAR, 4. SEE DRAWING S1.00 FOR STRUCTURAL NOTES. 12. - INDICATES 8" LOAD BEARING MASONRY WALL WITH #5 — INDICATES COLUMN ABOVE VERT REINFORCING BARS IN GROUTED CELLS AT 48" C/C. PROVIDE 5. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS REFER TO DATUM AT ADDITIONAL VERTICAL REINFORCING BAR IN A GROUT FILLED CELL AT WALL +0' -0" WHICH CORRESPONDS TO TOP OF FUTURE SLAB ON GRADE SEE ARCH AND INTERSECTIONS, AT ENDS OF WALLS AND AT EDGE OF ALL WALL OPENINGS CIVIL DRAWINGS FOR ACTUAL ELEVATION. EXCEEDING TWO FEET IN WIDTH (UNLESS OTHERWISE NOTED). 6. E ATION TOP 0 FOOTING H L - ' -4" NLE S SHOW OTHERWISE. 7. ASSUMED FUTURE SLAB ON GRADE SHALL BE A MINIMUM 4" THICK WITH ONE LAYER Ai OF 6x6- W1.4 X W1.4 WELDED WIRE FABRIC AT 1/3-DEPTH UNLESS OTHERWISE NOTED. WIRE FABRIC SHALL BE PROVIDED IN SHEETS AND PLACE ON SAND CHAIRS. REFERENCE ARCHITECTURAL DRAWINGS FOR SLOPES AND DRAINS. 8. SLAB CONTRACTION JOINTS ARE REQUIRED AND ARE INDICATED AS C.J. ON PLAN. CONTRACTION JOINTS MAY BE TOOLED OR SAW CUT (WITHIN 4 HOURS OF POUR). CONTRACTION JOINT LOCATION SHOWN MAY BE CHANGED AS REQUIRED FOR CONSTRUCTION SEQUENCING PROVIDED: rHl:�2 ny.aus AND ALL aRoposM WORTS THE MAXIMUM DISTANCE BETWEEN JOINTS IS LESS THAT 20'; THE SLAB AREA ARE SUBJECT TO ANY CORRECTICNS BETWEEN JOINTS IS LESS THAN 400 SQUARE FEET; THE BOUNDED AREA IS AS REQUIRED BY FIELD fNSAECIORS THAT SQUARE AS POSSIBLE AND IN NO CASE THE RATIO OF LONG SIDE TO SHORT MAY BE NECESSARY IN 04Ri]�#t TO SIDE EXCEED 1.5. COMPLY WITH ALL APPLICABLE CODES, n _ PROPOSED OFFICE BUILDING FOR \ 1AIN 5TREET VILLAGE 5T. LUCIE COUNTY, FLORIDA Cey Plan 155uee: No.: Date: Deecription: 08-29-13 PERMIT 5ET 0 11-20-13 TI 5LAI3 PERMIT Architect DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fm.772.562.8600 www.donadw-an:h.cum Lse"ee No. AA0002238 Consultant WORLDWIDE ENAE&NtM CERTIFICATE OF AUTHORI�A�tON N0. 2 2011 South 25th 201treCt, Suite FORT PIERCE ftk:34947 PHONE: (772)' 37�3 TA FAX: (772) 4� Off (0 ® - TRC Worldwide��P�►+� All rights reeervevI418111I ms% www.trcww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 13FTPO13 Drawing Title: FOUNDATION PLAN Job North n" Vv Orr: Drawing File: DAB Ghd: XREF File: JDM Project No.: Plot File: 2013-15 Sheet No.: Cert. No.: 12,4b6 Date 5iAned: S2,10 Copyright 0 2016. 0omdlo & Associates, Archi¢cw, P.A., All Rights Reserved Project: I • _OOKERS C/C J. EL. VARIES T/BEAM -E 48" h EL.+16'—O" _ T/BEAM EL.+15'-4" TRUSS BRG ,, EL. +12'-0" T/BEAM SCALE: N" = 1'-0" I I I I I I I I I I � I 1 I I TB-1 �--- .-= d-1---- r-.-e --- d .. a- 1 . I d .d 6 a a I I" I r e � I dd a ! ° " d ADD VERT ° AT B-5 SEC11ON SAT B-5 NOTCH 2r Orr WALL AND POUR CONC AS SHOWN AN 10LD EL.+14'-0" TRUSS B R G EL.+12'-0" TRUSS B R G SCALE: -" = 1'-0" WOOD ROOF TRUSSES 0 2'-0" C/C FUTURE 4" SLAB ON GRADE _______________ 10 MIL VAPOR BARRIER r SECTION An 8" POURED CAP EL.+O'-O" EL.-1'-4" T/FTG 9 SECTION o• ROOF SHEATHING SEE PLAN TE-1 ON FROP05ED OFFICE BUILDING FOR MAIN STREET VILLAGE SHEAR PANEL TO TRANSFER ROOF DIAPHRAGM LOAD. SEE ROOF PLAN FOR SPACING. SEE DETAIL 11/S1.02 FOR OTHER INFO 5T. LUCIE COUNTY, FLORIDA EL.+12'-0" Ke Plan TRUSS B R G y SEE ROOF PLAN FOR TRUSS HOLD DOWN. 8" CMU WALL SEE PLAN FOR REINF DOWELS TO MATCH VERT REINF J, EL.+O'-0" ,�—F T/FUTURE SLAB EL.-1 '-4" T/FTG SEE PLAN FOR FTG SIZE AND REINF SCALE: Y4" = 1'-0" �- KJ AT DOOR OPENING FUTURE 4" SLAB ON GRADE ---- J ------ -1 SEE PLAN FOR FTG SIZE AND REINF Y4" = 1'-0" THESE rLMS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTICNS REQUIRED BY FIELD NSPECmRS THAT MAY BE NECMA2Y IN ORDIL'41 TO COMPLY WITH ALL APPLICABLE Cl Issues: No.: Date: Description: 08-29-13 PERMIT 5ET 11-20-13 TI 5LA13 PERMIT Li i Architect: Consultant Drawing Title: DONADIO & Associates, Architects P.A. 609 17th St t Vero Hewh, FL 32960 Te1.772.794.2929 Faz.772.562.8600 WwW.donadio-mh.w. License No. AA0002238 WORLDWIDE ENGINEE CERTIRCATE OF AUTHORQAIi�D 322 2011 South 25th Street, ' te' FORT PIERCE, FL *14 PHONE: (772) 445-{q3�77 FAX: (772) 46ft�%� S ® - TRC Worldwidei�iip�, All rights reeerved�'C�•, p\C www.trcww.com ���i$/ONA\- TO THE BEST OF MY KNOWLEDGE ANDrrrrrr10 ABILITY, THE COMPLETED STRUCNRE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 13FTP013 SECTIONS / VV i Drn: Drawing File: DAB Chd: XREF File: JDM Project No.: Plot File: 2013-15 Sheet No.: cert. No.: 12,456 Date 5i'lned: S3,10 Copyright © 206, )oWlo & Aeeoclabee, A,chit,,M P.A.. All RIgh� Reeerved Project: FKOl2OSED EXPANSION TO III/ ..�J_ .-------�--- �_-''t � , �,;� _ .---�-� � " a� ---- -- - LANG REALTY % AT TH E ..- T_��- _ .--- MAIN 5T2E ET VILLAGE I�—......_ OFFICE BUILDING - I OFFICE 5T. LUCIE COUNTY, FLORIDA Pox i Key Plan I LANG EXPAN510N T----_- I �\ /I I — JrTj R"00", OFFICE Ll 11JI 153r r I \ FE 1 l J I r. MAIN 5TREET OFFICE BUILDING - I _ I I I IJ �- I pax r le5ue5: r I of ce ok� I No.: Date: Description: x A. 05/22/15 PEI MIT SET LL.. O I _ ' I' : { I <IQ —I I II Ar i Q ,'v w I 1� L_.._ -...__ \ I I 1 II I LE 1110 L■ ■ -TI l � \�, A � F'g Architect: ♦ ____-_ ADJACENT' I L �B 1 NG L FUTURE TENANt SPACE I EX15TiANG • _ - _---- I , � I REALTY SPACE ' j ; DONADIO t &Associates, Architects P.A. I i I 609 nm see, V. Beach, FL 32960 __.....-- •�.•� ._... ....-__ ... _..__— ....___.___----___ _......__ .........._._ ......._ - ..-.. __-. Tc1.772.794.2929 Fax.772.562.8600 i .�-1 � G 7. I � .r.......—, I '.. I _ � __ ',. ', I � f.._ -r ._...... -- — .........� -- + �- -- =:1 I - - �_Il_] _ L_ f t1..�111 I�1.i_._�-- .�._�—�•.• _� - �� L_.—.__ wwwdono. AA000223 . 1 T-� ! - License No. AAIX,02238 �f ( � ' � -�� ♦� �� I LL-- I ',+�- I I � Consultant: LIFE SAFETY LEGEND - 2x4 FLUORE5CENT LIGHT W/ BATTERY BACKUP • - RECESSED DOWNLIGHT W/ BATTERY 5ACKUP ® - EXIT LIGHT W/ BATTERY BACKUP, SINGLE AND DOUBLE FACED, ARROWS A5 5HOWN ON FLOOR PLAN5 FE 01 LIFE SAFETY FLAN -FIRE EXTINGUISHER -BRACKET MOUNTED (TYPE 2-A-105:C) Floor Ares; 937 G.S.F. 5cale:1/4"=1'-0" 4 - LIFE 5AFETY TRAVEL DISTANCE5 -----, THESE PLANS AND ALL PROP SGO WORK ARE SUBJECT TO ANY COFAECTICNS REOUIRE'D BY FIELD NSPEC70RS THAT MAY BE NECINAJY IN ORDall TO COMPLY WITH ALL APPLICABLE CODES. Drawing Title: LIFE 5AFETY PLAN Drn: Drawing File: 0jH0NYJ. XPEF File: HKC ' • Project No.: Plot File: A 12 8 2013-15.005 Sheet No.: r 2 a 2015 A1.10 Date Sign Copyright 0 2013. Donadlo & Aeeoclatee, Arohlwto, PA., All Rights Reserved Project: ODE REVIEW FOR LANG REALTY'S OFFICE TO BE LOCATED IN MAIN TREET VILLAGE OFFICE BUILDING "THE RESERVE" PGA, ST. LUCIE OUNTY, FLORIDA RCHITECTS PROJECT # 2013-15.005.2 5/18/15 Ing Realty's Office will occupy 937 sq. ft. of an 8,000 sq. ft Single Story Building. le existing Tenant separation wall is constructed full height and rated 1 hour Fire- ;sistant. The space consists of five Offices, Reception, Waiting Area, Toilet )oms, Break Room and Storage. New HVAC, Electrical and Plumbing Systems II be installed throughout. Parking is located to the East of the Main Entrance. orida Building Code 2010 "Building" orida Building Code 2010 "Plumbing" orida Building Code 2010 "Accessibility" orida Fire Prevention Code 2010 Edition USE AND OCCUPANCY CLASSIFICATION FBC 304; BUSINESS OCCUPANCY (PROFESSIONAL SERVICES); LSC 6.1.11; 38.1.4 -BUSINESS OCCUPANCY SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY N/A GENERAL BUILDING HEIGHTS AND AREAS 1) Building Height FBC TABLE 503 Maximum Building Height permitted Actual Building Height (bottom Chord of Truss) II) Building Area Maximum Building area permitted Actual Building area TYPES OF CONSTRUCTION FBC CH.6; FBC 602.5; LSC 38.1.6 (no requirements) Type V-B; Non-sprinklered = 40' = 12' = 9,000 sq. ft. = 937 sq. ft. 1) Fire -Resistance Rating Required for Building Elements FBC TABLE 601 Non Bearing Interior Partitions - 0 Rating FIRE AND SMOKE PROTECTION FEATURES FBC CH.7; 1) Fire Partitions FBC 709.1 (6) The existing Tenant Separation Wall has a fire -resistance rating of 1-hour - UL designation - U465. A new Tenant Separation 1-hour - UL designation - U465 will be constructed to the SouthNVest. II) Continuity FBC 709.4 The Tenant separation Fire Partition to be constructed full height from floor to underside of Roof Sheathing and attached securely thereto. III) Concealed Spaces FBC 717 The existing 1-hour fire -resistance rated Tenant Separation Partition form draftstops in the attic space. To ensure that no horizontal area exceeds 3,000 sq. ft. an additional draftstop is provided as part of the Shell Permit Drawings. 6) INTERIOR FINISHES FBC TABLE 803.9; LSC 10.2; 38.3.3.2 Interior wall and ceiling finishes in Exit Access Corridors will be Class 'B'; all other areas a minimum of Class 'C'. Interior Floor Finish in Corridors to be a minimum of Class 11. Interior Wall and Ceiling Finish Requirements by Occupancy Exit Enclosures Corridors Rooms & Enclosed S aces B C Class B: Flame Spread Index 26 - 75; Smoke Developed Index 0 - 450 Class C: Flame Spread Index 76 - 200; Smoke Developed Index 0 - 450 7) FIRE PROTECTION SYSTEMS FBC CH,9 1) Automatic Sprinkler System FBC 903.2 Not required. II) Portable Fire Extinguishers FBC 906.1; LSC 9.7.4.1; 38.3.5 Type 2-A-10B:C recessed FEC will be provided where indicated on the Life Safety Plan. Maximum spacing 75'-0". III) Fire Alarms and Detection Systems FBC 907.2.2; LSC 38.3.4.1 A manual Fire Alarm System is not required. MEANS OF EGRESS FBC CH.10; LSC CH.7; 38.2 1) General Means of Egress FBC 1003.1 II) Ceiling Height Minimum Ceiling Height = 9'-0" > T-6" 111) Means of Egress Continuity FBC 1003.6 All Means of Egress are uninterrupted and exit to the Building Exterior. IV) Occupant Load FBC TABLE 1004.1.1; LSC TABLE 7.3.1.2; 38.1.7 937 sq. ft. + 100 V) Egress Width FBC 1005.1 = 10 Occupants Minimum Egress width required based on Occupant Load; 10 X 0.2" = 2" Actual Egress width provided = 36" VI) Door Encroachment FBC 1005.2 All Egress Doors open in the direction of Travel and do not reduce the required Egress capacity. VII) Means of Egress, Illumination and Signs FBC 1006.1.3; LSC 7.8.1; 38.2.8 Means of Egress to be illuminated at all times with not less than 1 Footcandle (1 0 LUX) measured at the floor. Vill) Sources of Illumination FBC 1006.1.6.2; LSC 7.9 Battery operated emergency Lights shall be permitted as an Emergency Source when complying with 1006.2.34. IX) Emergency Lighting and Standby Power FBC 1006.2; LSC 7-9; 38.2.9 Emergency Lighting Facilities shall be provided for Means of Egress. The Emergency Lighting System shall be arranged to provide the required illumination automatically in the event of any interruption of normal lighting. X) Exit Signs FBC 1006.3 All Exit Signs to be illuminated. All Exit and Directional Signs to have a minimum 6" letters and a minimum stoke of %. XI) Marketing of Means of Egress LSC 7.10; 38.2.10 1) Exits shall be marked by an approved sign readily visible from any direction of exit access. II) Exit Signs to have a minimum 6" letters and a minimum stroke of 3/<. XII) Accessible Means of Egress FBC 1007 All Exits are on an accessible route throughout the Office, and all Exit doors meet the minimum clearances required on the push side of the Door. XIII) Doors, Gates and Turnstiles FBC 1008.1; LSC 7.2.1; 38.2.2.2 a) Size of Doors FBC 1008.1.1 Minimum Required = 32"; Exit door provided =-36" wide. b) Door Swing FBC 1008.1.2; LSC 7.7; 38.2.7 The Egress door is side hinged and swings in the direction of travel. c) Door Opening Force All Egress doors swing in the direction of travel and are side hinged. All interior side -swinging doors (without closers) to comply with the following prescribed forces: 1) A maximum 51b (22N) force shall swing door fully open. 2) A 151b (67N) force shall release a latch. 3) A 301b (133N) force shall set door in motion. XIV) Exit Access FBC 1014.1 a) Egress through Intervening Spaces FBC 1014.2 (1) The Egress is via the Lobby/Waiting area. XV) Common Path of Egress Travel FBC 1014.3; LSC 38.2.5.3.3 The maximum length of common path of Travel permitted = 75' Actual maximum common path of Egress Travel = 51' (Restroom 12 to Exit Door 01A) XVI) Exit and Exit Access Doorways FBC 1015.1 a) Spaces with one Exit or Exit Access Doorway FBC TABLE 1015.1 Maximum Occupant Load = 49 Actual Occupant Load = 10 Maximum Common Path of Travel = 75' Actual Common Path of Travel = 51' Meets the criteria for a Single Exit. XVII) Exit Access Travel Distance FBC TABLE 1016.1; LSC 38.2.6.2 Maximum Exit Access Travel Distance permitted = 200' Actual Maximum Exit Access Travel Distance = 51, (Same as Common Path of Egress Travel) XVIII) Corridors FBC TABLE 1018.1; LSC 8.3; 38.3.6.1 (2) The space is occupied by a single Tenant and the occupant load served = 10. Therefore corridor walls are not required to be fire barriers. a) Corridor Width FBC 1018.2 Minimum corridor width required = 44" Actual minimum corridor width provided = 48" b) Dead Ends FBC 1018.4; LSC 38.2.5.2.2 Not applicable, only one Exit Access Doorway required. XIX) Number of Exits and Continuity FBC TABLE 1021.1; LSC 7.4; 38.2.4.1 (2) Minimum number of Exits required = 1 Number of Exits provided = 1 XX) Exit Discharge FBC 1027.1; LSC 38.2.7 The exit discharges directly to the Building exterior. ACCESSIBILITY FBC 2010 "Accessibility". To the best of our knowledge the floor layout meets the intent of FBC 2010 "Accessibility". All Fixture and Kitchenette clear floor spaces are indicated on the Drawings. 10) PLUMBING FBC TABLE 403.1; 403.2 (3) Total number of Occupants Separate Facilities are not required; Total Floor Area = 937 sq. ft. < 3,000 sq. ft. =10 MINIMUM PLUMBING FIXTURE COUNT Water Closet Lavatories Drinking Fountain Service Sink Required I Provided Required Provided Required Provided Required Provided Unisex 1 F 1 1 1 1 F 1 0 0 FROF'05ED EXFAN5ION TO LANG REALTY AT THE MAIN STREET VILLAGE OFFICE BUILDING 5T. LUCIE COUNTY, FLORIDA Key Plan laeue5: No.: Date: Description: A. 05/22/15 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 FU.772.562.8600 w .d..dio-arch.com License No. AA0002238 ConeultaIHEZ4c �tStNS AjND ALL PROPOS D WORK I ARE SUBJECT TO ANY CORRECTIONS R"OUIRED BY FIELD INSPECTORS THAT MAY BE NEC!'9 y Ill ORl7i^_'R TO COMPLY WITH ALL APPLICABLE CODES, Drawing Title: CODE REVIEW Job North T Z %••.';L(� *� Drn: Drawing File: JEL I XREF File: O; HKC . 7 s Project Ne.: Plot File: f1'=' 0012 ' a' 56 9 2015 A1.11 Dote me �2 Copyright © 2013. Donadio & A00 dWtes. Architects, P.A.. All Rlghts Reserved 01 FLOOR PLAN Floor Area: 937 G.S.F. 5cale:1/4"=1'-0" C0N5TRUCTI0N i I11 ' i CEL11:➢T EXISTING EXTERIOR MASONRY BUILDING WALL I PUx c OQ 10 X C} N.I.C. gKED FIN' NEW FURRED FIN15H ON EXIST'G EXTERIOR MA50NFY IYLVG WALL - 5/8" TYPE X GYPSUM WALLBOARD ON 1-1/2", 25 GA. METAL FURRING CHANNELS 016" O.C., FROM SLAB TO 6" MIN. ABOVE FINISHED CEILING. --_- INTERIOR, FULL-HEIGHTI HR. RATED OEM151NG WALL MIN.1 HR. RATED PARTITION UL #U465. 5/8" TYPE X GYPSUM WALLBOARD 50TH SIDES ON 6" 20 GA. METAL STUDS &D 16" O.C. W/ TWO LAYERS OF 3" SOUND SATT INSULATION. PARTITION TO BE CONSTRUCTED TIGHT TO UNDERSIDE OF THE ROOF DECK. STENCILED, 4" HIGH LETTERING TO BE PROVIDED ON BOTH SIDES, A50VE CEILINGS TO READ: "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS". LEGEND INTERIOR, PARTIAL -HEIGHT NON -RATED PARTITION -- - 3-5/6". (V WHERE SHOWN), 22 GA. METAL STUDS 916" O.C. WITH 5/8" GW6 ON BOTH SIDES AND 3" SOUND ATTENUATION BATTS, ALL FROM 5LAB TO 6" MIN, ABOVE FINISHED CEILING ". NOTE: FOR A/C ROOM #05, RUN PARTITION TO UNDERSIDE OF WD. TRUSSES, INTERIOR, PARTIAL -HEIGHT NONRATED PARTITION 3-5/6",.22 GA. METAL STUDS 916" O.C. WITH 5/8" GWI3ON 50TH SIDES, ALL FROM 5LAB TO 6" MIN. A50VE FINISHED CEILING. Project: FROP05EP EXFAN51ON TO LANG REALTY AT TH E MAIN 5TKEET VILLAGE OFFICE PUILDING 5T. LUCIE COUNTY, FLORIDA Key Plan 1 ANh FYPAWCiinN MAIN STREET OFFICE BUILDING 156ue6: No.: Date: De6cription: A. 03/24/15 CLIENT REVIEW 5. 05/22/15 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 FU.772,562.8600 www,dmadio-=h.com License No. AA0002238 Consultant: THEE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTICHS REQUIRED BY PIELD MSPIC70RS THAT MAY BE WCI%A4lY IN 0RDER TO COMPLY WITH ALL APPLICABLE CODES. Drawing Title: FLOOR PLAN Job North Drn: Drawing File: XREF File: 70. aject No.: Plot File: 1' e 2013-15.005 a, ; Sheet No.: I. ,FI"11r✓� I Copyright ® W13, Donadlc & AS dat o, Architacto. P.A., All Rights Rcwc M Project: P120P05ED EXPANSION 01 FURNITURE FLAN 5cale:1/4"=1'-0" TO LANG REALTY AT THE MAIN STREET VILLAGE OFFICE BUILDING 5T. LUCIE COUNTY, FLORIDA Key Plan LANG REALTY MAIN STREET OFFICE BUILDING le5ue5: No.: Date: Description: A. 05/22/15 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17th street Vero Beach, FL 32960 Tel.772.794.2929 F".772.562.8600 ww .donadio-arch.com License No. AA0002238 Consultant: THEE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY CORRECTICHS REQUIRED BY PIELD NSPEC70PS THAT MAY BE NECr%A2Y Iy OAD" Tr, COMPLY WITH ALL APPLICABLE CODES, FILE COPY Drawing Title: FURNITURE PLAN Job Y4-L%`°-" '"•�(� '- m: Drawing File: ' JEL 'koi4THONYJ, Y C • nEFFile: X: Pr ' ct No.: Plot File: 2015-15.005 ' Sheet No.: Cert. No.: Date 5ianed: MAY 2 8 2015 A2.11 4" EY Project: 02 ENLAKQED PLAN - L0B6Y/WAITING 01 & KECEPT. 02 & COf Y 03 C0N5TRUCT10N LEGEND EXISTING EXTERIOR MASONRY BUILDING WALL I,LJII- !'AI FURRED FIN NEW FURRED FIN15H ON EXST`G EXTERIOR MASONRY B'LD'G WALL ,, IiI`.i1JI ""-"- 50' TYPE GYPSUM WALLBOARD ON 1-1/2", 25 GA. METAL FURRING CHANNELS 0 16" O.C., FROM 5LA5 TO 6" MIN. ABOVE FINISHED CEILING. INTERIOR, FULL -HEIGHT 1 HK. RATED DEMISING WALL MIN.1 HR. RATED PARTITION UL #U465. 5/8" TYPE W GYPSUM WALLBOARD 50TH SIDES ON 6" 20 GA. METAL STUDS 016" O.C. W/ TWO LAYERS OF 3" SOUND 13ATT INSULATION. PARTITION TO BE CONSTRUCTED TIGHT TO UNDERSIDE OF THE ROOF DECK. STENCILED, 4" HIGH LETTERING TO BE PROVIDED ON BOTH SIDES, ABOVE GEILING5 TO READ: "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" INTERIOR, PARTIAL -HEIGHT NON -RATED PARTITION 3-5/8", (6" WHERE SHOWN), 22 GA. METAL STUDS 0 16" O.C. WITH 50' GWB ON BOTH SIDES AND 3" SOUND ATTENUATION 5ATT5, ALL FROM 5LA5 TO 6" MIN. ABOVE FINISHED CEILING'. ' NOTE: FOR. A/C ROOM *05, RUN PARTITION TO UNDERSIDE OF WD TRUSSES. INTERIOR, PARTIAL -HEIGHT NONRATED PARTITION 3-5/8", 22 GA. METAL STUD5 016" O.C. WITH 5/8" GWB ON 50TH ) 51DE5, ALL FROM 5LAI5 TO 6" MIN. A50VE FIN15HED CEILING. t Architect: DONADIO & Associates, Architects P.A. 60917th Sweet Vero Beach, FL 32960 Te1.772.794.2929 Fa 372.562.8600 Ww-donadio-awh.com License No. AA0002238 Consultant THESE PLAINS AND ALL PROPOSM WORD ARE SUBJECT TO ANY CORH#CTICNS RE©UIRRD BY PIELD INSPECMRS THAT 144Y BE NECINAAY 111 O" TG COMPLY WITH ALL APPLICABLE CODES, FILE COPY Drawing Title: ENLARGED PLAN5 Job North P.t*,flF PLO Drn: JEL Drawing File: Chd: XREF File: OVONYJ.DO 0 HKC • Project No.: Plot File: b 2013-15.005 Sheet No.: Y 2 e T1115 A2.30 Date rwD An- Copyright © 2013. PonaAic & Aaeociatae. Arohit ,c , P.A., All Righu K,eLM Project: 01 REFLECTED CEILING PLAN 5cale: 1/4"=1'-0" REFLECTED CEILING LEGEND - 2' X 2' FLUORESCENT TROFFER FIXTURE - 2' X 2' SUSPENDED ACOUSTICAL CEILING AND GRID - RECE55ED DOWN LIGHT FIXTURE - RECE55ED DOWN LIGHT FIXTURE WITH BATTERY BACKUP ® - EXIT LIGHT W/ BATTERY BACKUP, 51NGLE AND DOU5LE FACED, - SUSPENDED GYP5UM WALLBOARD CEILING, SOFFIT OR BULKHEAD ARROW5 A5 5HOWN ON FLOOR PLANS - CHANDELIER LIGHT FIXTURE - 2' X 4' FLUORESCENT TROFFER FIXTURE - SUPPLY AIR CEILING DIFFU5ER - 2' X 4' FLUORESCENT TROFFER FIXTURE W/ BATTERY BACKUP - RETURN AIR CEILING GRIL-LE KEYED NOTES 01 GYF'5UM WALL50APP BULKHEAD AT &'-0" A.F.F. PROF05ED EXPAN51ON TO LANG REALTY AT THE MAIN 5TREET VILLAGE OFFICE BUILDING 5T. LUCIE COUNTY, FLORIDA Key Plan I AAI/ GYPANFinm MAIN STREET OFFICE BUILDING Issues: No.: Date: Description: A. 05/22/15 PERMIT 5ET Architect: Consultant DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Te1.772.794.2929 Fm.772.562.8600 www.donadio-.h.com License No. AA0002238 THESE PLANS AND ALL PROPOSM WC)RK ARE SUBJECT TO ANY CORRECTICNS REQUIReD BY PIELD INSPEC70AS THAT (AAY BE NECMARY IN O'RD" TO COMPLY WITH ALL APPLICABLE CODES, Drawing Title: REFLECTED CEILING PLAN Job North Drn: Drawing File: JEL Chd: TFEF File: Plot File: 2013-15.005 Sheet No.: 7015 A2.40 Copyright © 2013, Pm.dia &A.o tee, Architects, P.A.. All Rights Reserved Nsrnanwcicn rxrcnecxeoule maat�u ax IeoAeleri.au>e ezcuBcroamasPrltle Ioxlaa�sTswrmc OBACWG PLATE TYPE' A' 2MMMEM I lVaim fA W W EI., N DTGH Nb iA91ffii T6 SRe4 N+p) tl 17 x t rr &.f s, mroma `/ BACWNG PLATE TYPE V ti: BABt>:A ar sr0os s9u taoT � Grt. P NlWilf OiBALMAV YLT0�A9MWRIFIXtPPO(9tkOtNtA'90FEOUq'YWr. $ACKNO PLATE ., TYPE . EQUIPMENT — _._. MOUMMG.. 'SCREWS' TYPE`A' TOILETACCESSOMES _AIB SELFTAPPING SCREWS TYPE V BASE CARMETS II12SELF"TAPPWG SCREWS � - TYPE IT WALL HUNG CABSdETS IIf45ELF-TAPPING SCREWS HUNG EQUIPMENT 014 SELF-TAPPINDSCREW$ qVWAMU ESSLADOERS ETPARTI i6l` BRAG - 514 SE04APPING SCREWS tlWiiJ TAPPIN03CREW5 - -- TYPE W GRAB BARS PER MANUFACTURER TYPE'W :HANDW&O "' PER MANUFACTURER 02 TYF. PACKING FLATE DET`5. N.T.5. 04 RE5TROOM #12 Scale: 3/8"=1'-O" 11 Cory #03 Scale: 3/8"=1'-0" TYPICAL ADA APPROVED 1e'W.X 30H. MIRROR EO \ (V N h 0 Q ADA APPROVED ACCE5515LE BATHROOM ACCESSORIES: WALL MOUNTED LAVATORY, FRAMED MIRROR, LAV., 50AP 0I5P., PAPER TOWEL 015P. W1 WASTE RECEPTACLE - AS INDICATED IN DRAWING5 & SPECIFICATIONS 05 KESTKOOM #12 Scale: 3/8"=1'-0" 36" GRAB BAR AT REAR WAL a c9 Q 0 r Q URINAL - NOT USED Q ACCE55113LE URINAL - NOT USED QD WATER CL05ET-NOT USED 0 ACCE5515LE WATER CLOSET WITH GRAB BARS AND TOILET T155UE DISPENSER 12" 40" M MIN. z o s MAX. 0 - NOT USED Q - NOT USED QG - NOT USED Q - NOT USED 0 18" o®_ CO to t NII Q - NOT USED Q SANITARY NAPKINDI5P05AL U I TYPICAL TOILET FIXTURE VERTICAL DIMENSIONS AND ACCESSORY LEGEND 1Fe 1P' MIN. ------ I CLEAR �' l FLOOR I SPAC�' I I CLEAR FLOOR SPACE LAVATORY CLEARANCES BACK WALL SIDE WALL PLAN AT LAVATORIES LAVATORIES GRAB 13AR5 AT WATER CL05ET5 06 KE5TKOOM #12 Scale: 3/8"=1'-0" 2'-ro " 5,_ ANGLED 8'-3" 12 RECEPTION #02 Scale: 3/8"A'-0" 03 ADA DETAILS 07 KE5TROOM #12 ANGLED 4'-4" 1J KECEFTION #02 Scale: 3/8"=1'-0" B1-LEVEL WATER COOLER 0 0 ' 0 0 roll RG" xAlkI WAY F L �"-y G.T WADI L C.T WAS 08 WATER COOLED SURROUND Scale: 3/8"=1'-0" GENERAL NOTE5: 1. REFER TO FIXTURE AND ACCESSORY LEGEND FOR MOUNTING HEIGHTS (THIS SHEET) 2. PROVIDE SURFACE MOUNTED TOILET TIC75UE DISPENSER IN ALL RE5TROOM5. 3. PROVIDE SANITARY NAPKIN DISPOSAL UNIT IN ALL WOMEN'S RE5TKOOM5. 4. GROUT AROUND ALL WALL PENETRATIONS AFTER INSTALLATION OF RE5TROOM FIXTURES AND EQUIPMENT,. AND PROVIDE CAULKING AS NECESSARY. 5. PROVIDE SOAP DISPENSER AT ALL LAVATORIES. 6. CONTRACTOR SHALL CAULK PERIMETER OF TOILET ACCESSORIES. 7. HOT WATER AND DRAIN PIPES UNDER LAVATORIES OR SINKS SHALL 5E INSULATED OR OTHERWISE PROTECTED. THERE SHALL 13E NO SHARP OR A(3RA51VE SURFACES UNDER LAVATORIES OR 51NK5, 8. THE 5TRUCTURAL STRENGTH OF GRAB BAR5 AND SHOWER SEATS SHALL 5E DESIGNED AND SUPPORTED A5 TO WITHSTAND A LOAD OF NOT LE55 THAN 250 POUNDS APPLIED AT ANY POINT, DOWNWARD OR HORIZONTALLY. 9. PROVIDE PAPER TOWEL DISPENSER IN ALL RE5TROOM5. Scale: N.T.5. LM LLEAR\. i OVA I FLOOR X CLESPAAR I 5POUT HEIGHT FOUNTAIN OR COOLER AND KNEE CLEARANCE 131-LEVEL DRINKING FOUNTAIN 2'-3" 2'-6ll 1" v F- ''. ;� N ;% '�.� I III I III I REFRIG. 11 1 1N N.I.C. U I 51 K ! I I I I I I --- ---- B E N — 2'-10" 2'-3" 2'-roll 1' 09 6REAK ROOM #09 Scale: 3/8"=1'-0" 14 RECEPTION #02 Scale: 3/8"=1' O" Y i 10 COPY #03 State: 3/8"=1'-O" 15 RECEPTION #02 Scale: 3/8"=1'-0" Project: PROPOSED EXPANSION TO LANG REALTY AT THE MAIN STREET VILLAGE OFFICE BUILDING ST. LUCIE COUNTY, FLORVA Key Plan Ado LANG EXPAN51ON mgk'a�'R — LZAwfq� a q,gw:e No.: Date: Description: A. 05/22/15 PERMIT SET Archltem DONADIO & Associates, Architects P.A. 60917th &tree[ Vero Heath, FL 32960 Te1,772.794.2929 Fax.772562.8600 www.donadio-erch.can License No. AA0002238 Consultant: THESE PLANS AND ALL RROPOSso YfU�i ARE SUBJECT TO ANY CORAECTICHS REQUIRED BY PIELD NSPECXRS THAT IIJAY BE NECP SARY IN OIRW TO COMPLY WITH ALL ,A-LPPLiCADLE CODE& FILE COPY Drawing Title: INTERIOR ELEVATION5 Drn: Drawing File: JEL XKEF File: pNTHONYi, N HKC Project No.: Plot File: 124 B 0 2013-15.005 Sheet No.: Date C e : A5.10 CoP,yrlght®2M, Do dlo&Aeeocfe . ArhRecte, P.A, All RI9h% Re mM 4 CAULKING (TYP.) (1) LAYER 5/8" GYPSUM — DRYWALL EA. 510E ON 3 5/8" MTL. STUDS 016" O.C. DOUBLE STUDS 0 JAMB CONTIN. 2 X 4 3" SOUND ATTENUATION BLANKETS CAULKING (TYP.) - SPOT GROUT (TYP.) NOTE: USE TYPE'X' GYPSUM DRYWALL WHERE KEQ'D. BY RATED PARTITION TYPE JAMB DET. (HEAD SIM. CAULKING (TYP.) (1) LAYER 5/8" GYPSUM — DRYWALL EA. SIDE ON 3 50' MTL. STUDS 016" O.C. DOUBLE STUDS 0 JAMB CONTIN. 2 X 4 CAULKING (TYP.) SPOT GROUT (TYP.) N 2" J2 JAMP> DET. (HEAD SIM. 3" SOUND ATTENUATION BLANKET5 (1) LAYER 5/6" GYPSUM DRYWALL EA. 51 DE ON 3 5/8" MTL. STUDS a 16" O.C. CAULKING (TYP.) H.M. DOOR FRAME ------ REMOVABLE H.M. FASCIA — BYFRAME MANUFACTURER f� DOOR, SEE SCHEDULE H.M. DOOR FRAME W/3 MTL. STUD ANCHORS PER JAMB DOOR, SEE SCHEDULE H.M. TRIMMED OPENING FRAME W13 MTL. STUD ANCHORS PER JAM Scale: 3"=T-0" H1 HEAD DET. — FOCKET DOOM 5cale:3"=1r-0" H.M. DOOR FRAME W13 MTL. STUD ANCHORS PER JAMB NOTE: FOR ADDITIONAL JAMB CONSTRUCTION NOTES, REFER TO DETAILS J1 & J2 DOOR, SEE SCHEDULE METAL STUD WITH CONTINUOUS NESTED 2X ATTACHED HOLLOW METAL POCKET—„ FLOOR KNEE NOTES: •16 GAUGE, CR5,STANDARD • ATTACHED HOLLOW METAL POCKET(5) SUPPLIED WITH FRAME •TRACK BY OTHERS 3 JAMD DET. — FOCKET POOR 5cale:3"=1' ROOM FINI5H 5CHEDULE FLOOR 13A5E WALL CEILING w NORTH SOUTH EAST WEST w m m Q Q ' < J Q ¢ Q Z DL Q V Z O¢ Lu Lu Cn W (n W lS� (S) W Dot ROOM NAME / LOCATION � � � u : � U- � U- � u_ = REMARKS 01 LOBBY / WAITING RECEPTION PT PTB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0" 01 02 VCT K5 GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0.. 02 03 COPY VCT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0.. 03 04 OFFICE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0.. 04 05 A / C C5 RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 111-101/2" 05 06 OFFICE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0" 06 07 OFFICE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0.. 07 08 CORRIDOR VCT RB GYP PNT GYP PNT GYP *PNT GYP *PNT ACT FACT 9'-91 * CTW 0 ELECTRIC WATER COOLER SURROUND 08 09 BREAK ROOM VCT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9-0" 09 10 OFFICE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0" 10 11 OFFICE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT ACT FACT 9'-0" 11 12 RE5TROOM CT CTB GYP CTW/PNT GYP CTW/PNT GYP CTW/PNT MRB CTW/PNT GYP PNT 9'-0" 12 FLOOR BASE WALL CEILING FINISH CPT -CARPET RB -RUBBER BASE GYP -GYPSUM BOARD GYP -GYPSUM BOARD PNT -PAINT CT -CERAMIC TILE WB -WOOD BASE MRB-M015TURE RESISTANT BOARD ACT-ACCOUSTICAL TILE FACT -FACTORY 5LC -SEALED CONCRETE CT13 -CERAMIC TILE BA5E CTW -6 HIGH CERAMIC TILE WAINSCOT EXP -EXPOSED STRUCTURE VCT -VINYL COMPOSITION TILE PTB -PORCELAIN 11LE BA5E PT -PORCELAIN TILE DOOR 5CHEDULE m 0 DOOR SIZE DOOR FRAME o o Luzz = �� Fz Lu w" Q o DL = REMARKS m 0 o zz 0 w t— In � X: In Lz Lu � � Ili. w g = (S') Lz DETAILS J � m �� o z 1°L- o = WIDTH X HEIGHT THICKNESS 01A 31-O"X7-0" --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- EX15TING DOOR AND FRAME OIA DID Y-O"XT-0" 1-3/4" F 5CW --- BV 1 HM PNT --- Jt/A6.11 --- J1/A6.11 1 O1B 02 NOT USED NOT USED 02 03 NOT USED NOT USED 03 04 3'-0" XT-0" 1-3/4" FG 5CW TP BV 1 HM PNT ... J3/A6.11 - - - H1/A6.11 - - - - - - 2 POCKET DOOR AND FRAME 04 05 31-0"X7-0' 1-3/4" BF 5CW --- BV 1 HM PNT --- --- --- --- --- --- 4 BI-FOLD DOOR 05 06 3'-0" XT-0" 1.3/4•' FG 5CW TP BV i HM PNT ... J3/A6.11 - - - H1/A6.11 - - - - - - 2 POCKET DOOR AND FRAME 06 07 W-0" X T-0" 1-3/W FG 5CW TP IZ 1 HM PNT - - - J3/A6.11 - - - Hi/A6.11 - - - - - - 2 POCKET DOOR AND FRAME 07 08 NOT USED NOT USED 08 09 31-01 X 7-0" 1-3/4" F 5CW - - - BV 1 HM PNT - - - J2/A6.11 - - - J2/A6.11 - - - ... - - - TRIMMED OPENING - NO STOPS 09 10 3'-0" X 7-0' 1-3/4" FG SOW TP BV 1 HM PNT - - - J3/A6.11 - - - H1/A6.11 - - - - - - 2 POCKET DOOR AND FRAME 10 11 3'-0' X T-0" 1-3/4" FG 5CW TP BV 1 HM PNT ... J3/A6.11 - - - Ht/A6.11 - - - - - - 2 POCKET DOOR AND FRAME 11 12 3'-O" X T-O" 1.3/4" F 5CW - - - BV 1 HM PNT - - - Ji/A6.11 - - - JVA6.11 MRB - - - 3 3/4" NET UNDERCUT 12 AL = ALUMINUM HCW = HOLLOW CORE WOOD HM = HOLLOW METAL 5FG = SAFETY GLA55 PL = PLASTIC LAMINATE RG = RATED GLA55 - (FIRE LIGHT PLUS) ALG = ALUMINUM& GLASS 5CW = SOLID CORE WOOD 5TL = STEEL FRE = FRENCH SINGLE LITE 5F = STOREFRONT MRB = MARBLE LVR = FULL LOUVER CL = CHAIN LINK TP = TEMPERED WR = WIRE GLA55 BV = BIRCH VENEER NOTE: ALL WOOD DOORS TO BE FACTORY PRE-FIN15HED ROTARY CUT WHrrE BIRCH. AN = ANODIZED PNT = PAINT NOTE: SEE DOOR SCHEDULE FOR DOOR GLA55 E SCHEDULE SEE SEE SCHEDULE SCHEDULE FG O BF 01 POOR TYPES 5cale:1/4'=1'-0" O O 01 FRAME TYFE5 5cale:1/4'=1'-0" Project: FKOf2O5ED EX12AN510N TO LANG KEALTY AT TH E MAIN 5TKEET VILLAGE OFFICE BUILDING ST. LUCIE COUNTY, FLORIDA Key Plan LANG EXPANSION I TI �I illl MAIN STREET OFFICE BUILDING lS5Ue6: No.: Date: Description: A. 05/22/15 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 609 17dt Street Vero Beach, FL 32960 Tc1.772.794.2929 Fu.772.562.8600 www.donadio-an:h.com License No. AA0002238 Consultant: THESc PLANS AND ALL PROPO$GD WORK ARE SUBJECT TO ANY CORAECTICHS REQUIRLRD BY PIELD NSPEC70RS THAT UAY BE NECINAAY IN Ol4M TO COMPLY WITH ALL APPLICABLE CODES, - C. Drawing Title: ROOM FIN15H & DOOR 5CHEDULI AND DOOR & FRAME TYPES �Ca�:•''• - ' •�Q Drn: Drawing F p'NTHONY,/ JEL •: ph XREF File: 0' HKC p 4 • Project No.: Plot File: i 2013-15.005 +.:'•.. s�Is Sheet No.: jr� M 2 e tots A6.10 Date 51aned: Copgdght 0 2015, Do"6dlo & Aseocirtes, ArchRects, P.A., All Rights Reacmad Project: rm LIGHTING FIXTURE SCHEDULE LAMPS BALLAST NO. I TYPE I WATT TYPE SYMBOL TYPE DESCRIPTION VOLTAGE MOUNTING REMARKS O 2'x4' FLUORESCENT DIRECT/INDIRECT FIXTURE 2 TB 32 HIGH FREQ. 120 CEILING 2 ® HE WILUAMS "DIG" SERIES. 3500X ELECTRONIC RECESSED 1 ® AT 2'x4' FLUORESCENT DIRECT/INDIRECT FIXTURE SAME AS TYPE "A" EXCEPT WITH FLUORESCENT EMERGENCY UGHTING BATTERY PACK CHLORIDE C50ST (1400 LUMEN OUTPUT). 2 IS 35001C 32 Hlgi FREQ. 120 CEIUNG 1 2 ELECTRONIC RECESSED O OFLUORESCENT OPEN REFLECTOR DOWN UGHT WITH 6- APERTURE, CLEAR TRIM AND SPECULAR LOW IRIDESCENT FINISH. INFINITY 'PH60' SERIES. 1 QUAD 26 ELECTRONIC 120 CEILING RECESSED O 35001( SINGLE FACE THERMOPLASTIC EXIT SIGN/UGHT NTH WHITE HOUSING AND RED LETTERS. PROVIDE - LED - - DUAL ® DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN "CXXL7" SERIES. PROVIDE FIXTURE WITH A UNIVERSAL O NOTES: O VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. r�AL NOTE: NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED OPROVIDE ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE -ENDED LAMPS IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. AND CONTAIN BALLAST'S WITH A BUILT-IN MEANS TO DISCONNECT THE BALLAST FROM THE SOURCE OF SUPPLY. SCHEDULE OF BRANCH CIRCUIT PANEL "A" MAIN: 100 AMP / 3 POLE MAIN LUG ONLY VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQ' OR APPROVED EQUIVALENT MOUNTING: FLUSH AIC SYMM: 22.000 DESCRIPTION WARE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT, TRIP COND. GND. WIRE DESCRIPTION RECEPTACLES #12 #12 20 1 1.2 1.2 2 20 1 2 12 12 LIGHTS RECEPTACLES 12 12 20 3 1.0 - 4 20 - - - SPARE RECEPTACLES 12 12 $34" 20 5 1.0 - 6 20 - - - SPARE RECEPTACLES 12 12 20 7 1.2 3.2 8 5 2 3 4 1#10 2#8 Al RECEPTACLES 12 12 20 9 0.8 3.2 10 INSTA HOT 2#10 1#10 3 11 1.7 " 12 5 y 3 4 1#10 2#8 CU-1 13 1.7 14 RECEPTACLES #12 #12 1 2 20 1 15 11 0.81 16 20 - - - SPARE RECEPTACLES #12 #12 1 2 20 17 1.0 - 18 20 - - - SPARE SPARE - - - 20 19 - - 20 20 - - I - ISPARE SPARE - - - 20 21 - - 22 20 - - - SPARE SPARE - - - 20 23 - - 24 20 - - - SPARE SPARE - - - 20 25 77T - 26 20 - - - SPARE SPARE - - - 20 27 - - 28 20 - - - SPARE SPARE - - - 20 29 - 30 20 - - - SPARE SPARE - - - 20 31 - - 321 20 - - - SPARE SPARE I- - - 1 20 1 33 - - 34 20 1 - - - SPARE SPARE I- - - 20 35 - 36 20 - - - SPARE SPARE - - - 20 37 - - 38 20 - - SPARE SPARE - - - 20 39 - - 40 20 - - - SPARE SPARE - - - 20 41 - - 42 20 - - - SPARE NOTE: MULTI -WARE BRANCH CIRCUITS ARE ACCEPTABLE IN LIEU OF 8.5 5.8 3.7 KVA PER PHASE THE SINGLE POLE BRANCH CIRCUITS INDICATED. PROVIDE 70.8 48.3 30.8 AMPS PER PHASE MULTI -POLE BREAKERS FOR ALL MULTI -WIRE BRANCH CIRCUITS AS 18.0 TOTAL KVA REQUIRED BY THE NATIONAL ELECTRIC CODE. PROVIDE DEDICATED NEUTRAL FOR ALL SINGLE POLE BRANCH CIRCUITS AS INSTALLED. EXTERIOR F--------------------- 1 ----WI J --- 111 `Vj `(71J rPANEL, H" UTILITY COMPANY PAD MOUNTED I SOOA 3P III r I, r I.1 I SERVICE TRANSFORMER "FPL" $ObA 120/208 VOLT,30,4W I NEMA 3R I II �10 3I II y I 'L J I,I I -- I NEMA 3R I i I i I I \\ L L-rT- J -J LZJ -J \ I I I I I I I I 4#3 & 1#8G - 1-1/4"- --J I J, TENANT I TENANT SPACE SPACE ELECTRICAL RISER DIAGRAM PANEL A" TENANT SPACE TENANT SPACE LEGEND NEW EXISTING ------ ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. I C. ALL WORK SHALL BE PERFORMElD IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTIOt . THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL TCDE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. 2010 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF ST LUCIE COUNTY BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2010) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULA11ON UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. I. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALI- NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. To 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 2%. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM VATH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCA110N, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. 0. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. R. PER NEC 210.8(8)(3) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1 LIGHTING PLAN E3.1 POWER PLAN ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. v MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL Be ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. TELEVISION OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF ii OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. IT GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, ii MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. i} 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER FYI' SEE ARCHITECTUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. t11� 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. �{ TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" tt A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ®) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. (� SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOX OP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. DOUBLE GANG JUNCTION BOX FOR TELEPHONE DATA CONNECTION TO MODULAR FURNITURE 0T� SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSWLATING BUSHING 6" FROM WALL. TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. EF EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. 3 3-WAY, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH $AD MOTION DETECTOR SWITCH, OSW-DT-0601-MV-X, COOPER CONTROLS. TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) t= A9 FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING `[EKI AF FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM r1 TRANSFORMER p ELECTRICAL PANELBOARD o- TELEPHONE WOOD BACKBOARD WP WEATHERPROOF T/C TIME CLOCK RE RELOCATED E EXISTING TO REMAIN A.F.F. ABOVE FINISH FLOOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O LV CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. ISSUED FOR PERM] r 5/22/15 KAMM CONSULTING PROJECT MANAGER: Y1i0JDUANE MILLARS-0250,`ktiELLITI/)W1 i " ►NE BRe,, �{. AV A& M M m m 1408 OraiW& ycW4:. •., "o, 595.17 n: #9189 PROPOSED EXPANSION TO LANG REALTY AT THE MAIN STREET VILLAGE OFFICE BUILDING ST. LUCIE COUNTY, FLORIDA Key Plan Issues: No.: Date: Description: 05.22.15 PERMIT SET Architect: DONADIO & Associates, Architects P.A 609 17th Strect Vero Beach, FL 32960 Tel.772.794.2929 Fax.772.562.8600 www.donadio-emh.coa, License No. AA0002238 THE :2 %A,US AND ALL PROPOSad 43CSt IL Consultant, r ARE SUBJECT TO ANY COMECTIONS REQUIRED BY PIE•LD NSPECXRS THAT MAY BE MECP AAy IN O1gLW TO COMPLY WITH ALL APPLICABLE CODES, Drawing Title: ELECTRICAL NOTES Job Nort"A "V Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2013-15.005 Sheet No.: Cert. No.: 12,456 Date Signed: 0 91 Copyright 0 2013, Donadio & Associates, Architects, P.A., All Rights Roamed Project: PROPOSED EXPANSION ice LANG REALTY AT THE MAIN STREET VILLAGE OFFICE BUILDING ST. LUCIE COUNTY, FLORIDA Key Plan Issues: No.: Date: Description: 05.22.15 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 609 17th Sheet Vero Besch, FL 32960 Te1772.794.2929 Fm772.562.8600 w Aonadia-amh.com License No. AA0002238 Consultant: THESE rLANS AND ALL PROPOSM V!()vjCl ARE SUBJECT TO ANY C0P-9ECTICNdS REQUIRED BY PIELD NSPECXRS THAT MAY BE NdECENANY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Drawing Title: LK3HTING PLAN Job North ^ vV L L Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2013-15.005 Sheet No.: Cert. No.: 12,456 Ell Date Signed: Copyright 0 2013, Donadlo & Associates, Amhitects, PA., NI Rights Reserved Project: PROPOSED EXPANSION TO LANG REALTY AT THE MAIN STREET VILLAGE OFFICE BUILDING ST. LUCIE COUNTY, FLORIDA Key Plan Issues: No.: Date: Description: 05.22.15 PERMIT SET Architect: Consultant: DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tel F,,372.562.8600 www.dormdio-amh.com License No. AA0002238 THC;"e PLANS AND ALL PROPOSM WO NK ARE SUBJECT TO ANY CORRECTICNS REQUIRED BY P.IELD lNSPIC70RS THAT MAY BE NECENARY IN ORDIL'R TG COMPLY t^JITH ALL APPLICABLE CODES, Drawing Title: POWER PLAN Job North w vV n Drn: Drawing File: JEL Chd: XREF File: HKC Project No.: Plot File: 2013-15.005 Sheet No.: Cart. No.: 12,456 Date Signed: E 3.1 Copynghl 0 2013, Donedlo & Assmates, Atchilects, P.A., All Rights Reserved