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HomeMy WebLinkAbout3101 W 1 St (a)L O 4-j 0-0 Q) c: M v M Ln O -0 4_j ro M N voE ro �Q)ro E� O on� u EV)O� vi C3EO.0 Q) 0'.- =� >1rz 0c:ra c: � ® va-' r-• -aru V)Q'a� z)_0 O u E>uQJ 0 !® U -61- i or) _0 L_ 4 0 Q 4-J M U N N r� 0 U Q1 N JJ 4 QJ U O f1 v _04-J ZZ0 0 .� C: -? �� " �. ro s co 0- 0 -� V1 ,4 i ru U — U , �u0 Ov4�-+ ®ro9Jv E -� u :0 vi O u , u '0 ,�S1ttiN U L_ N dJ N Q v 0 0 u 0 0 O 0 _Ln N L_ on U 41 v v O 4-J 4-J N O E: U'L� O -1 0 � e-L_L-4JN ®®O=3v U 'D QJ Sr � NQ t2 0 O- O'- V.® U4�1 U C v ro � >O N O v U u 6 � N 0 ® ro u > 4-1 NN V L _0•UQ) U F ) �4J��� V •Ny cc:-3raN ca. Q ra � Ln N 4-d CL aJ Q) 0 u Q� QJ "t, -1-j "Q fCS UQ) -o N"E c<= u � ruro 0-°0 E , c: M s: rou U O :3 0 N N c L V v� O -0 4+� aJ C -0 - C: ME l�O30 `"- O 0 U M +-J u c v0� O O��Ln. 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ARCHITECTURAL DYNAMICS, INC CLEAR ENGINEERING, LLC NO SCOPE MKT ENGINEERS, iNC. - 3111 WEST STATE ROAD 46 790 MONROE RD 2816 PICKFAIR STREET 13651 CRYSTAL RIVER DRIVE ABOVE FINISH FLOOR 2265 LEE ROAD, SUITE 123 BUILDING SANFORD, FLORIDA 34771 SANFORD, FL 32771 ORLANDO, FL 32803 ORLANDO, FL 32828 SHEET NUMBER WINTER PARK, FL 32789 ISSUE DATE PHONE: 407 322 2914 PH: 407 323 1150 PH: 407 897 5461 PH: 407 277 3431 PHONE: 407 628 8555 PLYWOOD CONTACT: JOE NICHOLAS / PROJECT REPRESENTATIVE CONTACT: JOE NICHOLAS ARCHITECT: BOGDA STARUSZKIEWICZ FX: 407 277 8343 22 FEB 2017 CONTACT: KISH TOLIA A.F.G. EMAIL: JOE@McKEEGC.COM EMAIL: JOE@McKEEGC.COM CONTACT: JOYCE L. PHIPPS CONTACT: MATTHEW D. FENTON ELECTRICAL FLOOR PLANS, RISER DIAGRAM AND PANEL SCHEDULE EMAIL: MKTENGINEERS @GMAIL.COM EXPANSION JOINT PHONE: 407 323 1150 CELL: 407 463 5824 EMAIL: ARCHSOLVE@AOL.COM EMAIL: MATTHEW@CLEAR-ENGR.COM MECH. CELL: 407 227 6742 0. C. FAX: 407 323 9304 PROP. CELL: 321 663 4981 CELL: 407 414 8367 SEALANT THRES. THRESHOLD SHEET NUMBER CVR ARCHITECTURAL DRAWINGS PROJECT TEAM - KEY PLAN - DRAWINGS INDEX ISSUE DATE 22 FEB 2017 REV. '1' SHEET NUMBER MECHANICAL DATE DATE REV. A0.1 CODE INFORMATION 22 FEB 2017 INTERIOR SHEET NUMBER MATERIAL ISSUE DATE ISSUE REV. A1.1 LIFE SAFETY PLAN &REFLECTED CEILING PLAN 22 FEB 2017 - A2.1 FLOOR PLAN & ROOF PLAN & EXTERIOR ELEVATIONS 22 FEB 2017 VERTICAL A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING A4.1 EXTERIOR WALL SECTION 22 FEB 2017 EXISTING SHEET NUMBER ELECTRICAL ISSUE DATE REV. MAX. MAXIMUM PLYWD. PLYWOOD SCHED. SCHEDULE E0.1 ELECTRICAL NOTES AND SYMBOLS AND LIGHTING SCHEDULE 22 FEB 2017 VESTIBULE A.F.G. ABOVE FINISH GRADE B.U.R. BUILT UP ROOF E1.1 ELECTRICAL FLOOR PLANS, RISER DIAGRAM AND PANEL SCHEDULE 22 FEB 2017 EXPANSION JOINT G. C. GENERAL CONTRACTOR JT. JOINT MECH. MECHANICAL 0. C. ON CENTER PROP. PROPERTY SLT. SEALANT THRES. THRESHOLD V.C.T. VINYL COMPOSITION A.C.T. ACOUSTICAL CEILING TILE NARRATIVE PROJECT ADDRESS IS 3111 WEST STATE RD 46, SANFORD, FL, 32771. NEW 3,600 SF OF COVERED SLAB / PEMB STRUCTURE THIS IS THE CITY OF SANFORD JURISDICTION. FACILITY IS NOT SPRINKLERED. II I i SHEET NUMBER STRUCTURAL DRAWINGS (SSUE DATE GR. S1 STRUCTURAL - PLANS AND DETAILS FOR NEW STRUCTURE 22 FEB 2017 MTL. S2 STRUCTURAL NOTES 22 FEB 2017 SEC. SECTION T.P.D. TOILET PAPER DISPENSER TILE ALT. ALTERNATE CLG. CEILING _ DOWNSPOUT GYP. GYPSUM K. 0. KNOCK OUT MEZZ. MEZZANINE OPG. OPENING Q.T. QUARRY TILE SIM. SIMILAR SLOPE T.EtG. 11 W li, _mss REVIATIONS ADD'L. ADDITIONAL BTM. BOTTOM DIA. DIAMETER EXH. EXHAUST GALV. GALVANIZED INT. INTERIOR M. MATERIAL NO. NUMBER PLBG. PLUMBING S.F SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT. VERTICAL A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING DIM. DIMENSION EXIST. EXISTING GA. GAUGE MAX. MAXIMUM PLYWD. PLYWOOD SCHED. SCHEDULE TEMP. TEMPERED VEST. VESTIBULE A.F.G. ABOVE FINISH GRADE B.U.R. BUILT UP ROOF DR. DOOR E.J. EXPANSION JOINT G. C. GENERAL CONTRACTOR JT. JOINT MECH. MECHANICAL 0. C. ON CENTER PROP. PROPERTY SLT. SEALANT THRES. THRESHOLD V.C.T. VINYL COMPOSITION A.C.T. ACOUSTICAL CEILING TILE DN. DOWN EXT. EXTERIOR GR. GRADE MTL. METAL OH. OVERHEAD SEC. SECTION T.P.D. TOILET PAPER DISPENSER TILE ALT. ALTERNATE CLG. CEILING DS. DOWNSPOUT GYP. GYPSUM K. 0. KNOCK OUT MEZZ. MEZZANINE OPG. OPENING Q.T. QUARRY TILE SIM. SIMILAR SLOPE T.EtG. TONGUE AND GROOVE ALUM. ALUMINUM C.M.U. CONCRETE MASONRY UNIT(S) DWG. DRAWING F.R.P. FIBERGLASS REINFORCED PANEL MIN. MINIMUM OPP. OPPOSITE SL. SPECIFICATION T. Et B. TOP AND BOTTOM W. C. WATER CLOSET ANCH. ANCHOR C.T. CERAMIC TILE D.W. DRYWALL FIN. FINISH HDW. HARDWARE LAM. LAMINATED MISC. MISCELLANEOUS 0. D. OUTSIDE DIAMETER R RADIUS SPEC. SQUARE T.O.F. TOP OF FOOTING W. H. WATER HEATER APPROX. APPROXIMATE C. 0. CLEANOUT D. F. DRINKING FOUNTAIN F. E. FIRE EXTINGUISHER HGT. HEIGHT LAV. LAVATORY MLDG. MOULDING REF. REFERENCE SQ. STAINLESS STEEL T.O. MAS. TOP OF MASONRY W. P. WORK POINT ARCH. ARCHITECT COL. COLUMN FLUOR. FLUORESCENT H.M. HOLLOW METAL LB. POUND M.R. MOISTURE RESISTANT P.T. PRESSURE TREATED REINF. REINFORCED, REINFORCING S.S. STD. STANDARD T.O.S. TOP OF STEEL WP. WATERPROOF CONC. CONCRETE EA. EACH F. D. FLOOR DRAIN H. P. HIGH POINT L. H. LEFT HAND MTG. MOUNTING PTD. PAINTED READ. REQUIRED BTL. STEEL T. TREAD W. R. WATER RESISTANT BRG. BEARING CONST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER FLR. FLOOR HORIZ. HORIZONTAL L. P. LOW POINT MULL. MULLION PNL. PANEL OR PANELING REV. REVERSE STRUCT. STRUCTURAL TYP. TYPICAL W.W.M. WELDED WIRE MESH BM. BEAM C. J. CONTROL JOINT ELEV. ELEVATION FT. FOOT, FEET PART. PARTITION R.H. RIGHT HAND SUSP. SUSPENDED W/ WITH BTWN. BETWEEN CONT. CONTINUOUS EQ. EQUAL FTG. FOOTING INCAN. INCANDESCENT MFR. MANUFACTURER NOM. NOMINAL P. H. PHYSICALLY RM. ROOM SW. SWITCH UNFIN. UNFINISHED W/0 WITHOUT BLK. BLOCK EQUIP. EQUIPMENT F.V. FIELD VERIFY 1. D. INSIDE DIAMETER MAS. MASONRY N. NORTH PLAS. HANDICAPPED PLASTER R.O. 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USED 8 2X2 ACT LAY -IN TILE/GRID VINYL -FACED NOT USED OTD CEILING HGT, AFF CEILING MATERIAL (E) - DENOTES EXISTING FIXTURE NORTH SCALE: 1/8" = 1'-0" 1' 2i A -- B -- C . D) NORTH SCALE: 1/8" = 1' 0" - B ,. - c �D LIFE SAFETY LEGEND NOT ALL LEGEND ITEMS USED INDICATES START OF LONGEST TRAVEL PATH INSIDE OF BUILDING — HEAVY LINE INDICATES ACTUAL EGRESS EXTENT E INDICATES TRAVEL PATH NUMBER INDICATES TRAVEL PATH DISTANCE �-- �- TRAVEL PATH, ARROWS INDICATE DIRECTION 34 CLEAR WIDTH OF OPENING EGRESS USER FACTOR T CORRIDOR WIDTH XX" INDICATES CLEAR WIDTH OF CORRIDOR IN INCHES 1 � MERGE � P1&P2 MERGE POINTS OF ONE OR MORE EXIT TRAVEL PATHS FIRE EXTINGUISHER, WALL -MOUNTED FE 5 LB, 2A -10B -.C, MULTI-PURPOSE EXTINGUISHER. TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF FIRE EXTINGUISHER CABINET, WALL -MOUNTED FEC 5 LB, 2A -10B -.C, MULTI-PURPOSE EXTINGUISHER. TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF SD SMOKE DETECTOR, CEILING -MOUNTED 0 INTRUSION / BURGLAR ALARM PANEL BA FIRE EXTINGUISHER CABINET, WALL -MOUNTED FEC K 5 LB, TYPE W EXTINGUISHER. TOP OF EXTINGUISHER SHALL NOT BE MORE THAN 5' AFF AND THE BOTTOM SHALL NOT BE LESS THAN 4" AFF COMBINATION EXIT LIGHT AND EMERGENCY LIGHT - SHADED AREA DENOTES DIRECTION OF SIGN FACE EXIT LIGHT -SHADED AREA DENOTES DIRECTION OF SIGN FACE ADDITIONAL 'E' DESIGNATES EXISTING EXIT LIGHT E aK SECURITY CAMERA -EF MANUAL PULL STATION COMBINATION AUDIBLE/VISUAL SIGNALLING UNIT- CHIME/FLASHING "FIRE" LIGHT gF VISUAL SIGNALING UNIT - WALL MOUNTED FLASHING "FIRE" LIGHT ONLY (NO AUDIO DEVICE) FACP , FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL, FLUSH MOUNTED FAAP 12 CEILING OUTLET BOX AND SMOKE DETECTOR 2 X 4 FLUORESCENT WITH BATTERY INVERTER BACK-UP SA SMOKE ALARM & ANNUNCIATOR FOR DUCT -MOUNTED SMOKE DETECTORS 1. FIRE EXTINGUISHERS TO BE LOCATED A MAXIMUM OF 75 FEET FROM ANY LOCATION. 2. REFER TO FIRE ALARM DRAWINGS BY OTHERS 3. (N) = NEW ITEM, ALL OTHER FIXTURES SHOWN ARE EXISTING. 4. BALANCE OF LIFE SAFETY FIXTURES ARE EXISTING AND NOT SHOWN FOR CLARITY. I rr-- 04- v) 4-+v) a - O -0 N � � °-0 y 0 4-J V) V) °�E GEEy Q) Gn L- U E'Ln0� v E ' y N a) o'— o�>, � .d c 4-J'- •a V) 4-J 0�0u E>,uv :c-1 ®Q L4 o tC3 u N M 0Uvv) +' 4-) �>, C7 .E -0 vu0fC3 �Q)-0 v +J 4-+ v O 0 v 4 .FJ m on" C 0 L- CL] v QJ to M� " 0 vi u3Q) _0 4-J Q) u ro u O -aV) V) v a -J On -0 L- 4--J I- u :3 mV; vi U' L.. -0 N Mr O L- N a -J n Q0C`+-vi -1 O O O OON V)" u :3 v O O C7 N0 U .- 00 < ra L L #-J v1 O O O O v -csCL O 0 0-- U.2 U 4-J U aJQ v (a > O N 0 v u U d (z O N O -U E'>,"'ULr ro- Oc:o v4-1 is>V)V)V L_�-O•Uv U ©�, Esav u O O �® On N'N — _v aC-0(av) 00-0 L Q 0- ca f�. v v O U L- L_ a v V � MJ- U v -O N L.. 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SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT EXPRESS WRITTEN PERMISSION FROM ARCHITECT/ENGINEER. MANUFACTURERS OF ANY PRE-ENGINEERED, PRE -FABRICATED SYSTEM OR COMPONENT SHALL SUBMIT SHOP DRAWINGS FOR THE ENGINEER/ARCHITECT'S APPROVAL PRIOR TO FABRICATION OR ERECTION OF SYSTEM/COMPONENT. THESE SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. THE BUILDING IS DESIGNED IN ACCORDANCE WITH THE FLA BUILDING CODE, 2010 EDITION FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. FOUNDATIONS: PROPOSED DESIGN IS BASED ON GEOTECHNICAL EXPLORATION CONDUCTED BY OWNER'S GEOTECHNICAL ENGINEER, BECHTOL ENGINEERING ASSOCIATES OF DELAND, FL, THEIR FINDINGS AND RECOMMENDATIONS ARE IN A REPORT DATED 10/31/16 AND ARE MADE PART OF CONTRACT DOCUMENTS. THESE ARE TO BE FOLLOWED CLOSELY AND COMPLETELY. THEIR PROJECT NO. IS G16179. MAXIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2000 POUNDS PER SQUARE FOOT SPREAD FOOTING SHALL BEAR ON SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR TEST (A.S.T.M. D1557, AAHSTO T-180). THE SOIL SHALL BE COMPACTED TO THIS DENSITY TO A DEPTH OF AT LEAST ONE FOOT BELOW THE BOTTOM OF THE FOOTINGS OR STRIPPED GRADE, WHICHEVER IS DEEPER, FILL UNDER FLOOR SLABS SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF PROCTOR TEST (A.S.T.M. D1557), TO A DEPTH OF AT LEAST T-0". USE APPROPRIATE EQUIPMENT SO AS NOT TO DISTURB ADJACENT EXISTING BUILDING STRUCTURE. CONCRETE: DESIGN OF REINFORCED CONCRETE CONFORMS WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - ACI 318, LATEST EDITION. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS U.N.O. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS AND ANY OTHER ITEMS RELATED TO CONCRETE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR PROPER LOCATION, BEFORE POURING CONCRETE. PITCH CONCRETE SLABS, WHERE REQUIRED, TO DRAINS SHOWN ON THE ARCHITECTURAL AND MECHANICAL DRAWINGS. CONCRETE PROJECTION FOR REINFORCING SLAB SHALL BE AS FOLLOWS: FOOTINGS 3" CLEAR BOTTOM AND SIDES, 2" CLEAR TOP DESIGN MIXES: PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: 3000 PSI 28 -DAY COMPRESSIVE STRENGTH, USING TYPE 1 PORTLAND CEMENT WITH 2 TO 4% AIR. NO FLY ASH OR OTHER POZZOLAN IS PERMITTED. SLUMP LIMIT 3" TO 5". SUBMIT MIX DESIGN FOR ARCHITECT AND ENGINEER'S REVIEW PRIOR TO START OF CONCRETING. REINFORCING STEEL: REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 -GRADE 60, EXCEPT THAT NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 -GRADE 40 MAY BE USED FOR COLUMN TIES AND BEAM STIRRUPS. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 48 -BAR DIAMETERS OR 2'-6" MINIMUM, WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL BARS AT END OF CONTINUOUS FOOTINGS OR BEAMS SHALL BE CONT. TO FAR SIDES OF INTERSECTING ELEMENTS. ALL SLABS ON GRADE SHALL BE 5" THICK AND REINFORCED WITH 6 x 6 - W1.4 x W1.4 W.W.F. UNLESS OTHERWISE NOTED. LAP MESH 8" AT EDGES AND ENDS AND PROVIDE ADDITIONAL REINFORCING WHERE SHOWN ON DRAWINGS. PLACE MESH IN CENTER OF SLAB. MOISTURE BARRIER BENEATH FLOOR SLABS SHALL BE 10 MIL POLYETHYLENE. USE FLAT SHEETS OF WELDED WIRE FABRIC. STRUCTURAL STEEL: (IF ANY) FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. STRUCTURAL STEEL, SHALL MEET THE REQUIREMENTS OF A.S.T.M. A-50, EXCEPT STRUCTURAL STEEL TUBE SHAPES IF ANY SHALL MEET THE REQUIREMENTS OF A.S.T.M. A500, GRADE B. ALL STEEL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 E OR S, GRADE B. PROVIDE ALL STRUCTURAL STEEL LINTELS, SHELF ANGLES, AND ALL OTHER ROLLED SHAPES SHOWN ON ARCHITECTURAL DRAWINGS. CONCRETE MASONRY: (IF ANY) ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF AC1-ASCE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (AC1-ASCE 530) ALL MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF SPECIFICATIONS FOR MASONRY STRUCTURES (AC1-ASCE 530.1) UNLESS OTHERWISE NOTED. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90. ALL CONCRETE BLOCKS SHALL HAVE AN ULTIMATE NET COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM TO GIVE A MINIMUM COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE (f'm) OF 1500 PSI, UNLESS NOTED OTHERWISE. MASONRY UNITS SHALL BE LAID IN RUNNING BOND. USE SPLITFACE OR REGULAR (SPLIT FACE) BLOCK AS SHOWN ON ARCHITECTURAL DRAWINGS. PRE-ENGINEERED METAL BUILDING FRAME: RIGID FRAME BUILDING IS TO BE DESIGNED AND MANUFACTURED BY METAL BUILDING SUPPLIER. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR COLUMN BAY SPACES, EAVE HEIGHT, ROOF PANELS AND RELATED ACCESSORIES. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER FOR ARCHITECT/ENGINEERS REVIEW PRIOR TO FABRICATION. SHOW ALL FOUNDATION REACTIONS ON PLANS. THIS MUST BE AT APPROPRIATE TIME SO THAT FOUNDATION WORK IS NOT DELAYED. FOLLOW FLORIDA BUILDING CODE FOR LOAD REQUIREMENTS AND FOLLOW M.B.M.A.'S "RECOMMENDED DESIGN PRACTICE MANUAL." IN ADDITION TO STRENGTH REQUIREMENTS, SERVICEABILITY CONDITIONS (DEFLECTION REQUIREMENTS) AS SPECIFIED BY FLORIDA BUILDING CODE SHALL ALSO BE SATISFIED. ALL WIND LOADS SHALL BE RESISTED BY METAL BUILDING FRAME METAL BLDG. SUPPLIER TO PROVIDE FOR AIR HANDLER EQUIPMENT HUNG FROM ROOF. ALSO PROVIDE FRAMING FOR ALL OPENINGS THRU ROOF WHICH ARE LARGER THAN 12"x12". LIGHTGAGE METAL FRAMING: (IF ANY) PROVIDE FRAMING MEMBERS AND CONNECTIONS IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION, USE UNIMAST CORP. GYPSUM COMPANY FRAMES, BRACING AND CONNECTIONS, OR AS APPROVED EQUAL, DESIGN LOADS: LIVE LOADS: ROOF: 20 PSF ALL STRUCTURAL COMPONENTS SHALL MEET DESIGN CRITERIA SET FORTH IN FBC CHAPTER 16. ALL DOORS, WINDOWS, & GLAZING FRAMING SHALL BE ABLE TO WITHSTAND WIND PRESSURE FOR COMPONENTS AND CLADDING PER FBC CODE, CHAPTER 16. SEE ARCH. DWGS. FOR SIZES, LOCATIONS AND INDIVIDUAL OPENINGS. WIND LOAD DESIGN RISK CATEGORY: WIND EXPOSURE: WIND DIRECTION: ENCLOSURE: MEAN ROOF HEIGHT ULTIMATE DESIGN WIND SPEED VULT 140 MPH NORMAL DESIGN WIND SPEED VASA 109 MPH B NORMAL ENCLOSED BUILDING 30'-0" mKT ENGINEERS, INC. 2265 LEE ROA®, SUITE 123 WINTER PARK, FLORIDA 32789 0: 407.628.8555, F: 407.644.6516 ENGINEERING BUSINESS #26349 MKT PROD. NO.: 16995.1 L it O 4-J (6-9-1 C ,, cmQ) LA 4- C: Eo310 �oc:E v E� Eoc 'E -v E N Q) 2E v-4- >�03 0c: ft �.0 CD �.ra 76 N -23) EL n ou E >,u a; C L ^ryj O V a; o onQ ro L -1 a(0Ud A -6 ru o U U N +J N 4-J oft (u v v LL aJ-J 4-1 4-J �o oo s on 4-J +.J o .� c ra LCA � L 'Ln — -o E 4J O Nra� o U ICS U >, 0-0 �° Q) a�o oOn-=E 4-1� u =3 MV; N a) +.J -Ocn m o �4- O� `t°000 U U O O "; Ln N on u v v -o 4-J o0 N "a ooLoo Ln -C N p0 0C4- a Q) C �''4-Z O�C-r-OU U U 41 4J 2 Q C -p > 0 0Lau CUC() •°mono u on a)C E'>,u� �� 1 U s > V o O.Vv 4-tu E` OOc�on oo N N J VI o0 V 0- 0- a v v 0 u V -0vrov crsNLE c�O:Q4-o ro —0 >�UN'E =u= L_ as UO V) v) >,os 04—,J urao34- L- L E Qu C�O�`- 4-1 U (Z+J fo (0 V)C 4—J On OU_C,^ L LEO c: L a� E N -C 0.4 J C - a) 4-d v _0L;�-� � L L' •E a) v , (Z oic >L0 _3 O-0UOno Urn C (a Q) ccs `l7N ZILS a)C0O•c: u OC3: N En 0�� Ia N a�J O Ln iNLn EnC- o•c -0 05 n N17 >+U N L onoy1 M— U [CS n Vf �Ca)L -d N tt ILS CE CA •- an a)NCO C C a -J CE-ov(u=3 °a0oou nn c: CA o = 4-J En �4-)L`au L v E'L�a O a a) _ O CO.-(u(u Q) *Z C • [C! p +- L C >0 u (a v LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING 0 CEILING FIXTURE 0 CEILING FIXTURE, WALL WASHER bt=� EMERGENCY LIGHT FIXTURE NO. WATTS TYPE CEILING LOCATED EXIT LIGHT SWITCH - FAN/LIGHT BATTERY BACK UP EMERGENCY LIGHTING UNIT. WET LOCATION LISTED. LED LAMPS. BRONZE SWITCH - DIMMER EXIT SIGN ARROW (DOUBLE) 01 WALL MOUNTED FIXTURE al BpW THERMOPLASTIC HOUSING. 0.6 - - - WALL L0 0 ®I TRACK LIGHTING SURE LITES SELW-BZ SMOKE DETECTOR TO FACP NF SMOKE DETECTOR IN DUCT - 'R' INDICATES NL RETURN; 'S' INDICATES SUPPLY -(R�- LED HIGH BAY. VAPOR11GHT FIBERGLASS HOUSING. CLEAR, POLYCARBONATE LENS. 15,000 PH PHASE SP SURGE PROTECTION VA HB LUMENS. 4,000'K COLOR TEMP. ELECTRONIC FIXED OUTPUT DRIVER. PROVIDE WITH 138 - 138 LED CHAIN MOUNTING BAILS. METALUX VT4LED-LD4-15-DR-UNV-L840-ED2-WL OWNER/ ENGINEER APPROVED EQUAL NOTES: 1. ALL FIXTURE 120 VOLT UNLESS OTHERWISE NOTED. 2. ALL FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRI. 3, ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 4, FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 5. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. ELECTRICAL NOTES: A. GENERAL PROVISIONS: 1. GENERAL: PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: CONFORM TO THE REQUIREMENT OF ALL GOVERNING CODES AND STANDARDS, INCLUDING NATIONAL ELECTRICAL CODE. (2011 EDITION) 3. VISIT THE SITE OF PROPOSED PROJECT TO BECOME FAMILIAR WITH THE WORK. CONDITIONS AND NATURE OF WORK, PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION AND SUCH DECISION SHALL BE FINAL. B. BASIC MATERIALS AND METHODS: 1. CONDUIT - INTERIOR WORK: CONCEALED ELECTRICAL METALLIC TUBING. IT IS ACCEPTABLE TO USE METAL CLAD CABLE (MC CABLE) IN LIEU OF RIGID METAL CONDUIT AS LONG AS THE INSTALLATION COMPLIES WITH ARTICLE 330 OF THE NATIONAL ELECTRIC CODE. MC CABLE SHALL NOT BE USED WHERE SUBJECT TO PHYSICAL DAMAGE. EXTERIOR BELOW GRADE -SCHEDULE 40 PVC. EXTERIOR EXPOSED - SCHEDULE 40 RGS. DO NOT INSTALL PVC CONDUIT IN PATIENT CARE AREAS. 2. OUTLET BOXES: 4" X 4" STEEL W/PLASTER RINGS SIZED IN ACCORDANCE WITH N.E.C. FOR CONCEALED INTERIOR WIRING, CAST FERROUS OUTLET BOXES WITH INTEGRAL HUBS FOR EXPOSED AND EXTERIOR DEVICES 3. WIRE: COPPER, THHN /THWN DUAL RATED. 4. WIRING DEVICES - SPECIFICATION GRADE DEVICES AND PLATES WITH WHITE FINISH, EXCEPT MATCH PANELED WALL WITH DEVICES AND PLATES OF SIMILAR COLOR. a. RECEPTACLES: 20 AMPS, 120V, 2 POLE, 3 WIRE, GROUNDING TYPE OR ISOLATED GROUND TYPE AS SHOWN ON DRAWINGS. b. SWITCHES: 20 AMPS, 120/277V. 5. EACH MULTIWIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. C. LIGHTING FIXTURES: 1. FURNISH LIGHTING FIXTURES AS REQUIRED BY OWNER AND AS INDICATED ON DRAWINGS. FURNISH ALL NECESSARY MOUNTING HARDWARE AND LAMPS. 2. ALL RECESSED LIGHT FIXTURES SHALL SATISFY THE REQUIREMENTS OF N.E.C. 410-110 THROUGH 410.122 D. PANELS: 1. ALL PANELS SHALL BE U.L. RATED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS. E. GROUNDING: 1. PROVIDE CONTINUOUS GROUNDING SYSTEM IN ACCORDANCE WITH N.E.C. SECTION 250, AND AS INDICATED. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 2. PROVIDE AN EXTERNAL ACCESSIBLE INTERSYSTEM BONDING TERMINAL FOR THE GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS (TELOC, CAN, SAT, ETC) AT THE SERVICE EQUIPMENT AND DISCONNECTING MEANS. F. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID, NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. H. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER AND DEPTH OF EXISTING UTILITIES. I. COMPLE11ON REQUIREMENTS: RECORD DRAWINGS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE LINE DIAGRAM OF THE ELECTRICAL DISTRIBUTION SYSTEM 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. J. COMPLETION REQUIREMENTS: MANUALS 1. WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER TO INCLUDE, AT A MINIMUM, THE FOLLOWING: a. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. b. OPERATIONS MANUAL AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE ENERGY CONSERVATION CHAPTER 4, SECTION 405.7.3 ON LEGEN ELECTRICAL SYMBOL LEGEND: (NOTE:NOT ALL NEECESSARILYY DOSED LS SON HOFLOOR PLANS) ARE SYMBOL DESCRIPTION STRIP TYPE FIXTURE D 1'x4' FLUORESCENT/LED FIXTURE O 2'x2' FLUORESCENT/LED FIXTURE • 2'x4' FLUORESCENT/LED FIXTURE 0 CEILING FIXTURE 0 CEILING FIXTURE, WALL WASHER bt=� EMERGENCY LIGHT FIXTURE ® CEILING LOCATED EXIT LIGHT ® CEILING LOCATED EXIT LIGHT SWITCH - FAN/LIGHT EXIT SIGN ARROW (SINGLE) SWITCH - DIMMER EXIT SIGN ARROW (DOUBLE) 01 WALL MOUNTED FIXTURE al FLOOD LIGHT FIXTURE 0-0 SITE LIGHT FIXTURE E]-0-= SITE LIGHT FIXTURE (} BOLLARD OR PENDANT LIGHT FIXTURE L0 0 ®I TRACK LIGHTING SWITCHES $ SWITCH, MOUNTING HT. +48" TO BOTTOM $ SWITCH, SUBSCRIPT LETTER INDICATES a CONTROLLED FIXTURE. $2 SWITCH, 2 POLE $3 SWITCH, 3 -WAY $4 SWITCH, 4 -WAY $T SWITCH - TIMER $F SWITCH - FAN/LIGHT $p SWITCH - DIMMER $os SWITCH - OCCUPANCY SENSOR $P SWITCH - PILOT LIGHT SYMBOL DESCRIP1ON ® FIRE ALARM CONTROL PANEL SELF CONTAINED DOOR ALARM - BY OTHERS. VERIFY 135' HEAT DETECTOR. ® FIREMAN'S VOICE EVACUATION MICROPHONE @D SMOKE DETECTOR TO FACP NF SMOKE DETECTOR IN DUCT - 'R' INDICATES NL RETURN; 'S' INDICATES SUPPLY -(R�- REMOTE INDICATOR FIRE ALARM VISUAL DEVICE, WALL MOUNTED 80"A.F.F. TO BOTTOM ® MANUAL FIRE ALARM PULL STATION No FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED ® 80 -AFF, TO BOTTOM. D® FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED 0' 80"AFF, TO BOTTOM D TELEPHONE/DATA -T�- POINT OF SALE TERMINAL. PROVIDE OUTLET BOX WITH PC 3/4" CONDUIT. os TELEVISION OUTLET, MOUNTED ® 72" ® A.F.F. TO CENTER US SPEAKER (BY OTHERS) a VIDEO CAMERA - SEE ELEC. COMMUNICATION PLAN DWGS. 0 WALL MOUNTED MICROPHONE JACK - 0 BY OTHERS. W/ 3/4"C STUB -UP DO DOOR CONTACT SWITCH - BY OTHERS D MOTION DETECTOR - BY OTHERS FIRE ALARM ANNUNCIATOR PANEL SELF CONTAINED DOOR ALARM - BY OTHERS. VERIFY DA POWER REQUIREMENTS. SYMBOL DESCRIPTION 0' SIMPLEX RECEPTACLE ® DUPLEX RECEPTACLE 0 QUADRAPLEX RECEPTACLE PC ABOVE COUNTER DUPLEX RECEPTACLE os DUPLEX RECEPTACLE, HALF SWITCHED ® SPECIAL PURPOSE RECEPTACLE TC DUPLEX RECEPTACLE, GROUND FAULT PB DUPLEX RECEPTACLE, GROUND FAULT, LB ABOVE COUNTER 0 CEILING MOUNTED RECEPTACLE Fm FLOOR MOUNTED DUPLEX RECEPTACLE ® FLOOR MOUNTED QUADRAPLEX RECEPTACLE 0' DISCONNECT SWITCH ® MOTOR STARTER 0 JUNCTION BOX PC PHOTOCELL os OCCUPANCY SENSOR ST SHUNT TRIP TC TIMECLOCK PB PULL BOX LB LOCKBOX 0 TAMPER SWITCH FS WATER FLOW SWITCH FIRE ALARM CONTROL PANEL MOTOR TELEPHONE TERMINAL BOARD ® 277/480V PANELBOARD 120/208V PANELBOARD SYSTEMS CABINET/PANEL 120/208V PANELBOARD, RECESSED 277/480V PANELBOARD, RECESSED SYSTEMS CABINET/PANEL, RECESSED ABBREVIATIONS A, AMP AMPERE AF AMP FRAME AT AMP TRIP AFF HEIGHT ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT EF EXHAUST FAN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FACP FIRE ALARM CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL G, GFCI GROUND FAULT CIRCUIT INTERRUPTER GCO GENERAL CONVENIENCE OUTLET IG ISOLATED GROUND NF NON-FUSED NL NITS -LIGHT, NON -SWITCHED FIXTURE P POLE PH PHASE SP SURGE PROTECTION VA VOLT AMPERE (WATTAGE) W WALL MOUNTED WP WEATHERPROOF ENCLOSURE TR TAMPER RESISTANT RECEPTACLE r°o.- as.�,Oy 4- � a� L 0-p0� Q) f� O O Ul 4-1V PCL(u >No�E L � cEon � E'noc a� E -o N aJ 04- E 0 c- - 0 �® 4-J Ln v 'cy.' 0�0u TU � O -m 4-1 V u C -61c L -j 0 QMULnJ O U N V 2-u0 s iQ.O- Q) o J 4 OHO O c on p .y I- U c�v� vi 4-j� C3on r_ O Q)*-' on E �r u �ro 4-i O u'� c 41-0 mN =c� r u4L 0= +J .<�000 O u U 00- N Q) ^onu�..c ucv�� i'j,^00 4-' ro_C N"O r- --U'rc OOS"O(z c _r= N O,od�� O OOPOU U.0 �Q CW 'C7 >O U Lnoa�o cocoa O= 3:= N Nro04-J0 Non ,..j E 'j