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Home My WebLink About107 E Lake Mary Blvd - BC05-002251 (INTERIOR REMODEL) (A)L PERMIT ADDRESS �0--) E UC4 CONTRACTOR ��Q U ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS.,, PHONE NUMBER \- ' % " ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # " ') a �S\ DATE PERMIT DESCRIPTIONrr. c� PERMIT VALUATION �F O SQUARE FOOTAGE d d w I ...................................................................................................................................................................................................................................................................... 1 2 3 4 5 6 7 8 9 10 A x 0 E F L H BUILDING STATISTICS Design conforms to 2001 Florida Building Code, 2001 Florida Mechanical Code, 2001 Florida Plumbing Code, 2001 Florida Fire Prevention Code. AREA CALCULATIONS GROSS AREA CALCULATIONS: TABLE 704.1 REQUIRED PROVIDED OCCUPANCY SEPARATION PER 704.1 1 1 TABLE 705.1.2 WALLS AND OPENING PARTITIONS PROTECTIVE TEND IT tt1 TPNJANIT 40 n cid Oi 2,;;4 ;F O ROOM TITLE SHAFT ENCLOSURE INTERIOR BEARING WALLS 0 0 TENANT #3 2,469 SF N/A (INCLUDING STAIRWAYS, EXITS NUMBERED BY TYPE. COLUMNS 0 0 TABLE 403.1 (FPC 2001) & ELEVATORS) 0 0 MINIMUM NUMBER OF PLUMBING FACILITIES (MAX UNIT OCC = 27) FLOOR 1 CEILING CONSTRUCTION 0 0 LESS THAN 4 STORIES 1 HOUR N/A TYPES OF CONSTRUCTION AND OCCUPANCY CLASSIFICATION (SEE 403.2, EXCEPTION 4. "SEPARATE FACILITIE NOT REQUIRED ROOF 1 CEILING CONSTRUCTION 0 p IN BUSINESS OCC. LESS THAN 3000 GSF") EXTERIOR BEARING WALLS DETAIL IS DRAWN WALLS & PARTITIONS Al PARTIAL SECTION , OVER 30 FT. TABLE 500 NL WATER CLOSET URINALS LAVATORIES DRINK. FOUNT, FIRE WALLS NIA" NIA OCCUPANCY TYPE: OVER 30 FT. BUSINESS OCCUPANCY NL 1 0 1 1 FBC 2001: GROUP B, BUSINESS MEANS OF EGRESS REQUIREMENTS - TABLE 1003,1 & 1004 OCCUPANCY TYPE: GROUP B CONSTRUCTION TYPE: OCCUPANCY REQUIREMENTS: SEE A1.1 FBC: TYPE VI, UNPROTECTED, UN-SPRINKLERED OCCUPANCY LOAD: SEE A1.1 REQUIRED PROVIDED NUMBER OF STORIES HEIGHT AREA ALLOWABLE: 2 40' 9,000 SF/FL MAXIMUM TRAVEL DISTANCE: 75' 74' PROVIDED: 1 18' 7,965 GSF/FL DEAD END CORRIDOR: 20' NA LEVEL WIDTH: 0.20" 34.4" 64' CONSTRUCTION REQUIREMENTS - TABLE 600 STAIRS: 0.37" N/A N/A TYPE VI, UNPROTECTED, UN-SPRINKLERED MIN. CORRIDOR WIDTH: 44" 44" REQUIRED PROVIDED MIN. CLEAR OPENING: 32" 32" PARTY & FIRE WALLS 4 NIA MIN STAIR WIDTH: 44" N/A SYMBOLSLEGEND 021SYMLE O ROOM TITLE FIRST DIDGET REPRESENTS FLOOR LEVEL. REMAINING DIDGETS ROOM NUMBER 01 THRU 99. INTERIOR BEARING WALLS 0 0 PLUMBING CALCULATIONS INTERIOR NONBEARING PARTITIONS N/A N/A NUMBERED BY TYPE. COLUMNS 0 0 TABLE 403.1 (FPC 2001) BEAMS, GIRDERS, TRUSSES & ARCHES 0 0 MINIMUM NUMBER OF PLUMBING FACILITIES (MAX UNIT OCC = 27) FLOOR 1 CEILING CONSTRUCTION 0 0 _ SCALE MAJOR BUILDING SECTION A A NTERIOR ELEVATION (SEE 403.2, EXCEPTION 4. "SEPARATE FACILITIE NOT REQUIRED ROOF 1 CEILING CONSTRUCTION 0 p IN BUSINESS OCC. LESS THAN 3000 GSF") EXTERIOR BEARING WALLS DETAIL IS DRAWN NOTE NUMBER Al PARTIAL SECTION , OVER 30 FT. NC (NL) NL WATER CLOSET URINALS LAVATORIES DRINK. FOUNT, EXTERIOR NON-BEARING WALLS RTITIOSCTION NL 1150 1/80 OVER 30 FT. NC (NL) NL 1 0 1 1 1 0 1 1 SYMBOLSLEGEND 021SYMLE O ROOM TITLE FIRST DIDGET REPRESENTS FLOOR LEVEL. REMAINING DIDGETS ROOM NUMBER 01 THRU 99. 00 DOOR SYMBOL DOOR LABELED BY NUMBER OF SPACE INTO WHICH DOOR SWINGS, FOLLOWED BY LETTERS IN ALPHABETICAL SEQUENCE. OWINDOW SYMBOL NUMBERED BY TYPE. LINE 1.2.3. OGRID ETC. IN HEOTHERTION: TARGET LOCATION OF GRID NOTED A2,4.7, ETC. O TITLE DRWG. NO. DRWG. TITLE b4"ji__ _ SCALE MAJOR BUILDING SECTION A A NTERIOR ELEVATION DETAIL N0, AI INDICATES DIRECTION OF B.B DETAIL CUT ANWOR LOCATION DIRECTION OF VIEW SHEET ON WHICH DETAIL IS DRAWN NOTE NUMBER Al PARTIAL SECTION , O1 LOCATION OF NOTE APPLICATION NOTE NUMBER CONDOC RTITIOSCTION 04200.A LOCATION NOTE Q7�PART1TIONTYPEAPPLICATION OF NOTES BLOCKING REQ'D AT GRAB BAR 4 6 T-6' 12', 3'-0' a� - CV N ti HC TOILET SEE u HC SINK SEE PLUMBING ..F 4 I HC TOILET SEE PLUMBING 3'-0" ,MIN. 1'-6" PLUMBING TYPICAL MOUNTING HEIGHTS - REST ROOMS MIN. 8 c.� Z a.- z 5- o w ~ d o N M O INTERIOR BUILD -OUT SUITES 105 AND 107 Lake Mary Office Building 111 Lake Mary Blvd. East, Sanford, Florida for Lake Mary Enterprise LLC LEGAL DESCRIPTION: Legal: Lot 3 Lake Mary Blvd/17-92 Commercial Subdivision PB 62 PGS 35-35 100% Construction Documents 3.16.05 TOILET ACCESSORIES LEGEND DESCRIPTION 1. SURFACE MOUNTED SOAP DISPENSER 2. NOT USED 3. NOT USED 4. TOILET PAPER DISPENSER 5. SURFACE MOUNTED TILT MIRROR - BOBRICK B-293 (1830 -18" X 3011) 6. STAINLESS STEEL GRAB BAR 7. NOT USED 8. PAPER TOWEL DISPENSER -SURFACE MOUNTED INDEX TO DRAWINGS AO.0 SITE PLAN, BUILDING STATISTICS, INDEX LEGENDS, DRAWING INDEX, RR DETAILS A1.1 LIFE SAFETY PLANS AND DETAILS A2.1 FLOOR PLAN / RCP MP4.1 MECHANICAL DIAGRAM/ PLUMBING DIAGRAM E4.2 POWER PLAN LIGHTING PLAN / DETIALS E4.3 PANEL SCHEDULES TENANT #1 TENANT #2 TENANT #3 SITE PLAN Scale: V=30'4' pl n Finallnsp„ Dat SELECTIVE NOTES D 'i -I, T9T, P i THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF HEILMAN ARCHITECTURE, P.A. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/ OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF HEILMAN ARCHITECTS, P.A. IS PF20HIBITED BY LAW. Lake Mary APR � Professional, Centre Sanford, Florida Heilman Architecture, P.A. A A 2 6 0 0 0 6 9 8 556 Thames Circle Longwood, Florida 32750 (407) 767-0869 - FAX (407) 767-0469 I a -- r �t 1 dr : RSH appr : RSH ��'• ®. date :3.16.05 rev: �"" ■_ 11:1 architecture,p.a. architecture design tannin project number 2005.005 COVER SHEET ALL SIGNAGE BY SEPARATE PERMIT Robert S. Heilman AR 0014620 sheet number A tl 11 B SCALE 114" =1'-0" RESTRM a G �l ........................................................................................ ................ ......................2.............................................4.......................5......................6......................7......................8......................9.......................10........................................... A M. C D E F G H SUSPENDED ACOUSTICAL CEILING STUD TRACK PSUM BOARD EA. SIDE I D BATT .ATION. VD 3'-0" OUT SIDE OF AT TOP TYP. OCATIONS SU AC 1NG SOLID CORE WOOD DO( DOD TRIM (PAINTED) BASE NG CONCRETE )N GRADE TYPICAL WALL SECTION n, DOOR 12 I TYPICAL WALL SECTION SCALE: 3/4"=1'-0" D3 SCALE: 3/4"=1'-0" SECTION 1020.1 (FBC 2001, P. 165) SINGLE EXIT THE SINGLE EXIT IS PERMITTED IN GROUP B OCCUPANCIES WHEN MEETING THE FOLLOWING CONDITIONS: 1. MAX 2 STORIES. (AS DESIGNED 1 STORY) 2. EACH FLOOR AREA SERVED BY THAT EXIT DOES NOT EXCEED 3,500 S.F. (2,653 MAX SF SERVED BY ONE EXIT) 3. THERE ARE NO MORE THAN 40 PERSONS ABOVE STREET FLOOR AS DETERMINED BY TABLE 1003.1 (27 OCCUPANTS ABOVE THE STREET). 4. THE MAXIMUM DISTANCE OF TRAVEL TO THE EXIT DOES NOT EXCEED 75 FEET (74' MAX.). ---„ 11--- 34" CLU34" CL 17— L I LI L--1 I I I TENANT #1 Business Office Occupancy 2574 GSF I OFFICE /100=26 OCC I 1 WC REQIRED 1 LAVS REQUIRED 1 DF REQUIRED (BOTTLED) 1 67� SUITES 115 AND 117 I 101 I I I I I I I 34" PL 34" CL 3 ND STUDS TO NG OR BRACE IS 4'-0" O.C. TYP. PSUM BOARD EA. SIDE ID BATT -ATION. ND 3'-0" OUT SIDE OF AT TOP TYP. OCATIONS i GA. O.C. TYP. BASE NG CONCRETE DN GRADE GUIDE INFORMATION FEBRUARY 17, 2004 NONBEARING WALL RATING -- 1 HR. I 1 1 TT.- �a� SOLID F PENETRATIONS ELASTIC FIRE STRUCTURAL SYSTI INSTALL FIRE CAULK B SIDE OF GYP. SURFACI 1. FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- CHANNEL SHAPED RUNNERS, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, FORMED FROM MIN NO, 25 MSG GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. 2. STEEL STUDS -- CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM MIN NO. 25 MSG GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS,» -- (OPTIONAL) -- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 3A. FIBER, SPRAYEDN -- AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) -- SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT, NOMINAL DRY DENSITY OF 3.0 LB/FT3, U S GREENFIBER L L C -- COCOON STABILIZED CELLULOSE INSULATION. 3B. FIBER, SPRAYEDO -- AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) AND ITEM 3A - SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. APPLIED TO COMPLETELY FILL THE ENCLOSED CAVITY. MINIMUM DRY DENSITY OF 4.3 POUNDS PER CUBIC FT. NU -WOOL CO INC -- CELLULOSE INSULATION 4. GYPSUM BOARI)m -- 5/8 IN, THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC, ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY, WHEN ATTACHED TO ITEM 6 (RESILIENT CHANNELS) OR 6A (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. AMERICAN GYPSUM CO -- TYPES AG -C, AGX-C. BEIJING NEW BUILDING MATERIALS CO LTD -- TYPE DBX-1. FIRE RESISTANCE RATINGS - ANSI/UL 263 - DESIGN No. U465 El NTS 34" CLU34" CL3W CLU3 "CL I------------� I I I I I I I I I I I I I Q Q I Q Q I I I I LL —1 L_J L_ _ J I — I I I TENANT #2 TENANT #3 Business Office Occupancy I I Business Office Occupancy I 2653 GSF I I 2484 GSF OFFICE 2653/100= 27 OCC I I OFFICE 2484/100= 25 OCC I I I 1 WC REQIRED I I 1 WC REQIRED 1 LAYS REQUIRED I I 1 LAVS REQUIRED I 1 DF REQUIRED (BOTTLED) I I 1 DF REQUIRED (BOTTLED) I I 1 67' SUITES 109 AND 113 164' 1 74' I I I SUITES 105 AND 107 I 201 3 I I 301 I I I I I I I I I I I I I I I I I I 34" I L 34" L I I I I I W W 34" ICL 34" CL I y L--- --------- ----� I------------------------ IA101 II ATInKI USPENDED ,COUSTICAL ;EILING 1ETAL STUD BRACING PER CODE -5/8" 25 GA. ET 16" O.C. TYP. �OUND ATTENUATION IRE BLANKET /8" FIRE -RATED ;YPSUM BOARD :TAL STUD TRACK XISTING CONCRETE LAB ON GRADE f� 0►NE HOUR RATED PARTITION-UL465 LJ D8 SCALE: 3/4"=1'-0" WALL -SECT LIFESAFETY KEY 1 HOUR RATED WALL/UL U465 TO EXTINGUISHERS UNDERSIDE OF DECK AT ALL AREAS EXCEPT WHERE FIRE EXTINGUISHER - TYPE 1 IT IS 1 HR GYPSUM SHAFT WALL. (5 2 FIRE EXTINGUISHER - TYPE II 2 HOUR RATED WALL/U419 TO UNDERSIDE OF DECK VVHERE INDICATED FIRE ALARM / DETECTION SYSTEM ® SMOKE DETECTOR [� COMBINATION AUDIBLENISUAL SIGNALINIG UNIT COMBINATION AUDIBLENISUAL • SIGNALING UNIT WITH MANUAL PULL STATION, VISUAL SIGNALING UNIT FA FIRE ALARM CONTROL PANEL Ir FIRE ALARM ANNUNCIATOR PANEL LIGHTING FIXTURES (EXIT) ® EXIT TYPE LIGHTING FIXTURE - CEILING MOUNTED EXIT TYPE LIGHTING FIXTURE - WALL MOUNTED EMERGENCY BATTERY UNIT LIGHTING FIXTURE - WALL MOUNTED CONNECT AHEAD OF ROOM LIGHTING SWITCH. EMERGENCY FUSE LINK TO 2x4 FLUORESCENT � EMERGENCY FUSE LINK TO SCONCE XPR010 SELECTIVE NOTES D THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF HEILMAN AARCHITECTURE, P.A. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/ OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF HEILMAN ARCHITECTS, P.A. IS PROHIBITED BY LAW. Lake Ma Professional Sanford, Florida Heilman Architecture, P.A. A A 2 6 0 10 0 6 9 8 556 Thames Circle Longwood, Florida 32751 (407) 767-0869 o FAX (407) 767-0469 dr ; RSH appr : RSH date :3.16.05 rev project number 2005.005 LIFE SAFETY PLAN Robert S. Heilman AR 0014620 sheet number rA 1 1 ........................................................................................................................................................................................................................................................................... M F W 1 2 3 4 5 6 7 8 9 10 REFLECTED CEILING PLAN Scale: 1/8" =1'-0" FLOOR PLAN Scale: 1/8" =1'-0" L--------------------� L----------------------J L — — — — TYPICAL ALL LOCATIONS - BOX OUT AT METAL CEILING LEGEND RCP -LEG 24"X48" ACOUSTICAL LAY -IN EXISTING PLASTER CEILING F 2'x4' FLUORESCENT SURFACE MOUNTED ® RECESSED FLUORESCENT ® 4' FLUORESCENT FIXTURE (SURFACE MOUNTED) EXIT LIGHT (WALL MOUNTED) ® EXIT LIGHT (CEILING MOUNTED) ® SUPPLY AIR DIFFUSER z RETURN AIR GRILLE F %, 2'-6"x3'-0" ACCESS PANEL PAINT TO MATCH CEILING. 0o SURFACE MOUNTED TRACK LIGHTING WALL LEGEND COORDINATE WITH ALL UL REQUIREMENTS PER NOTED UJ. EXISTING WALL TO REMAIN a NEW 3 5/8" METAL STUD WALL W/ 5/8" IMMSEMEM GYP BD. EA. SIDE, M.R. AT RESTROOMS, W/ SOUND ATTENUATION BATT INSULATION 3❑ NEW 1 -HR 3-5/8" METAL STUD WALL W/ 5/8" TYPE -X GYP BD. EA. SIDE (UL -465) W/ R-11 INSULATION. L!� SELECTIVE NOTES 0 NEW 3'-0" X 6'-8" SOLID CORE PREHUNG WOOD DOOR, DOOR TO BE FIELD STAINED Construction Notes GENERAL NOTE: All GENERAL STUD AND DRYWALL SCOPE AND WORKMANSHIP NOTES: 1. ALL FINISH DRYWALL WORK TO BE PRIMED AND PAINTED. 2. NOT USED 3. ALL STUD WALLS TO BE 16" O.C. MAX WITH BRACING ABOVE THE CEILING AT 4'-0" O.C. (IF NOT TO THE DECK). 4. Skim coat walls where req'd with drywall compound to clean up all blemishes prior to painting. 5. ALL SPACES NEW FLOORING TO BE SELECTED BY OWNER. ALL FLOORING TO BE CLASS A FIRE RATING. VINYL BASE TYP. PLUMBING 15-06 FLOOR MOUNTED ACCESSIBLE WATER CLOSET. 15-07 WALL MOUNTED ACCESSIBLE LAVATORY. Electrical 16-01 LIGHT FIXTURE THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF HEILMAN ARCHITECTURE, P.A. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/ OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF HEILMAN ARCHITECTS, P.A. IS PROHIBITED BY LAW. Lake Mary Professional Centre Sanford, Florida Heilman Architecture, P.A. A A 2 6 0 0 0 6 9 8 556 Thames Circle Longwood, Florida 32751 (407) 767-0869 o FAX (407) 767-0469 dr : RSH appr : RSH date :3.16.05 rev project number 2005.005 FLOOR PLAN REFLECTED CEILING PLAN Robert S. Heilman AR 0014620 sheet number �A2nl ............................................................................................................................................................................................................................................. A C V Mechanical work: Note: Contractor shall be responsible for providing all mechanical components, fixtures, duct work, equipment as required by all applicable codes and governing auithorities. THESE DIAGRAMS AND DETAILS ARE FOR REFERENCE ONLY AND SHALL BE USED TO FACILITATE THE PROPER MECHANICAL, ELECTRICAL AND PLUMBING DESIGN BY A PREOFESSIONAL LICENSED MECHANICAL, ELECTRICAL CONTRACTOR OR ENGINEER. Plumbing Plan Scale: 1/8" =1'-0" Plumbing fixtures: Note: Contractor shall be responsible for providing all necessary fittings as required by all applicable codes and governing authorities. WC fixture locations are to remain in existing location. 2. All accessible wall mounted sinks to be American Standard " Lucerne" 0.355.012, "Hertage" 7516.012, ADA compliant 3. All accessible WC's to be American Standard "Madera" 3043.102 Zurn Z-6000XL-WSI 4. All other WC's to be American Standard "Madera" 3043.102, Zurn Z-6000XL-WSI 5. Urinals to be American Standard "Washbrook" 6501.010, Zurn Z-6003XL-WSI THESE DIAGRAMS AND DETAILS ARE FOR REFERENCE ONLY AND SHALL BE USED TO FACILITATE THE PROPER MECHANICAL, ELECTRICAL AND PLUMBING DESIGN BY A PREOFESSIONAL LICENSED MECHANICAL, ELECTRICAL CONTRACTOR OR ENGINEER. Mechanical S Scale: 1/8" =1'-0" em Plan CONDENSER DETAIL h A Mechanical Detail IVIL J NTS 4" CONCRETE SLAB W/ FIBERMESH REINFORCING OUTSIDE DISCONNECT W/ REC ATTACH CONDENSER TO SLAB W/ 2" METAL STRAPPING TO MEET 110 MPH WIND LOAD PER FBC 2001 AIDE WALL CAP BROAN BATH FAN 85 CFM WITH BACK DRAFT DAMPER Mechanical Detail M 3 NTS " GALV OR T -FIN CFM / SF FAN MAKE UP AIR FOR ATHROOM THROUGH ALV SLEEVE AND NDERCUT DOOR "OVERHEAD ,..- VENT TROUGH REAR WALL WC COLD WATER LAV COLD WATER SUPPLY RISER 2" LAV W.C. WASTE RISER EXIST. 4" LINE PLUMBING RISER (TYP. NTS 9" GALV SIDE WALL CAP WITH BIRD SCREEN * 10'-0" FROM OUTSIDE EXHAUST OUTSIDE AIR DETAIL aude Air DetailM1tsi RESTRM RESTRM RESTRM RESTRM SELECTIVE NOTES O Lake Mary Professional Centre Sanford, Florida dr : RSH appr : RSH date: 3.16.05 project number 2005.005 MECHANICAL DIAGRAM PLUMBING DIAGRAM Robert . Heilman AR 0014620 sheet number ,, I ............................................................................. ....................................................... ................................... ............................................ .................. I ......... I................. 10 A C V Mechanical work: Note: Contractor shall be responsible for providing all mechanical components, fixtures, duct work, equipment as required by all applicable codes and governing auithorities. THESE DIAGRAMS AND DETAILS ARE FOR REFERENCE ONLY AND SHALL BE USED TO FACILITATE THE PROPER MECHANICAL, ELECTRICAL AND PLUMBING DESIGN BY A PREOFESSIONAL LICENSED MECHANICAL, ELECTRICAL CONTRACTOR OR ENGINEER. Plumbing Plan Scale: 1/8" =1'-0" Plumbing fixtures: Note: Contractor shall be responsible for providing all necessary fittings as required by all applicable codes and governing authorities. WC fixture locations are to remain in existing location. 2. All accessible wall mounted sinks to be American Standard " Lucerne" 0.355.012, "Hertage" 7516.012, ADA compliant 3. All accessible WC's to be American Standard "Madera" 3043.102 Zurn Z-6000XL-WSI 4. All other WC's to be American Standard "Madera" 3043.102, Zurn Z-6000XL-WSI 5. Urinals to be American Standard "Washbrook" 6501.010, Zurn Z-6003XL-WSI THESE DIAGRAMS AND DETAILS ARE FOR REFERENCE ONLY AND SHALL BE USED TO FACILITATE THE PROPER MECHANICAL, ELECTRICAL AND PLUMBING DESIGN BY A PREOFESSIONAL LICENSED MECHANICAL, ELECTRICAL CONTRACTOR OR ENGINEER. Mechanical S Scale: 1/8" =1'-0" em Plan CONDENSER DETAIL h A Mechanical Detail IVIL J NTS 4" CONCRETE SLAB W/ FIBERMESH REINFORCING OUTSIDE DISCONNECT W/ REC ATTACH CONDENSER TO SLAB W/ 2" METAL STRAPPING TO MEET 110 MPH WIND LOAD PER FBC 2001 AIDE WALL CAP BROAN BATH FAN 85 CFM WITH BACK DRAFT DAMPER Mechanical Detail M 3 NTS " GALV OR T -FIN CFM / SF FAN MAKE UP AIR FOR ATHROOM THROUGH ALV SLEEVE AND NDERCUT DOOR "OVERHEAD ,..- VENT TROUGH REAR WALL WC COLD WATER LAV COLD WATER SUPPLY RISER 2" LAV W.C. WASTE RISER EXIST. 4" LINE PLUMBING RISER (TYP. NTS 9" GALV SIDE WALL CAP WITH BIRD SCREEN * 10'-0" FROM OUTSIDE EXHAUST OUTSIDE AIR DETAIL aude Air DetailM1tsi RESTRM RESTRM RESTRM RESTRM SELECTIVE NOTES O Lake Mary Professional Centre Sanford, Florida dr : RSH appr : RSH date: 3.16.05 project number 2005.005 MECHANICAL DIAGRAM PLUMBING DIAGRAM Robert . Heilman AR 0014620 sheet number ,, I ............................................................................. ....................................................... ................................... ............................................ .................. I ......... I................. ...............1.....................................................................4............................................................................................�..................... ...................... _............................ W., C out E F G H Electrical work: Note: Contractor shall be responsible for providing all necessary hardware, fixtures, conduit, as required by all applicable codes and governing authorities. NAY 3-250 MCM AL' 1 — #6 GND CEILING LEGEND 24"X48" ACOUSTICAL LAY -IN RCP -LEG EXISTING PLASTER CEILING ® 2'x4' FLUORESCENT SURFACE MOUNTED ® RECESSED FLUORESCENT ® 4' FLUORESCENT FIXTURE (SURFACE MOUNTED) EXIT LIGHT (WALL MOUNTED) ® EXIT LIGHT (CEILING MOUNTED) ® SUPPLY AIR DIFFUSER RETURN AIR GRILLE 2'-6"x3'-0" ACCESS PANEL PAINT TO MATCH CEILING. vo SURFACE MOUNTED TRACK LIGHTING EXSTING VMREWAY 200 AMP NF N3R 240V DISC UNIT PANEL 140_/23WV PH 3W 200A EXISTING 2" PVC � TYPICAL UNIT RISER DIAGRAM ELECTRICAL LEGEND $ POWER SWITCH DUPLEX OUTLET ® ELECTRICAL PANEL SELECTIVE NOTES O Lake Mary Professional Centre Sanford, Florida dr : RSH appr: RSH date: 3.16.05 rev: 4.30.04 Permitresponse project number 2005.005 POWER PLAN, LIGHTING PLAN Robert S. He'lman AR 0014620 sheet number 4m2 C:\00PR0JECTS\2005.005 Dorr Interior\DWG\E4.2 TCE.dwg ...............1.......................2.............................................4............................................................................................8......................9.......................10........................................... A c D E F G H PANEL SCHEDULE U6 3 3€)7 18 1 fE; $IE�GLE�-'AI�I�L:X ,INGLE PANEL.'X +� €3t1.41 � VOLT 1 PHAaE ....... ....:........ 5 WIRE 2W AMPS } ) 20 3 ; > � �,�. X ,t�,C�. EO�1LiE3C.E P/1f�E1 *2KAIC 22 1 i€ y = SURFACE ................ 20 1 923 SL1ACE'>° REQESSE, D I EC SED'> IDE'NTIRICATICON LOAt.3(AAUP) :'MP POLE CR CER iiEt IG 1ION .. ) ;AMP O �pO S LOAD A1[( NO- A CB. A Pe°C3. NO, CR �A s 1 2 j' I 2 2G c ...., r m .... . . 20 1 3 �rXX 'a 5 6 1 2-€1 ,�I 2 7 9 1 X10 '. ......: ...... %/ ..... { 1. .. r ri i i n .:.'.::::...... 20 1 15: 16 1 20 2 60 PANEL SCHEDULE Ulhit 3 3€)7 18 1 fE; $IE�GLE�-'AI�I�L:X r°€3r11:t �.COI..T 1 PHASE ,5 V' 1F?E ,. .i0 1 10 } ) 20 3 ; > 1 <C jlI � ��.I .C�.'' .... ....... � , DOUBLE PANEL .. 42 K:AIC I 21 22 1 i€ y = SURFACE ................ 20 1 923 24 1 1G PANEL SCHEDULE Ulhit 3 $IE�GLE�-'AI�I�L:X r°€3r11:t �.COI..T 1 PHASE ,5 V' 1F?E �.... €J€> f�MP 1 <C jlI � ��.I .C�.'' .... ....... � , DOUBLE PANEL .. 42 K:AIC SURFACE ................ REQESSE, D IDE'NTIRICATICON LOAt.3(AAUP) :'MP POLE CR CER POLE. ;AMP LOAD (AMP) LOADAMPS A NO, NO- C8 A B 3 i s 1 2 1 0 c ...., m .... . . _.. .. 'a 5 6 1 2-€1 ,�I 2 7 9 2 X10 I I„ f>rl 2 11 12 2 60 i€ 13 14 15 16 1 2 i:0 1r 1 z€ p i .; 1 1 € }+...... ..... ..................... ..... 4Y 20,4 Y•- 7 'SUBTOTAL; AMPS � TOTAL AMPS A PHASE MAX CQNNE?