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HomeMy WebLinkAbout1401 W Seminole Blvd (a) (2nd Floor)6 EM Lv__ 0 0 SECOND FLOOR RENOVATIONS FOR: SANFORD, FLORIDA LDD1* PROJECT NO.: 212022.00 DRAWING INDEX GENERAL G 001 COVER SHEET G 002 5LCOND I I OOR - LII I SAFETY PLAN G 003 SIGNAGE STANDARDS 4 ACCF5515II_ITY DETAILS G 004 STC RATING PLAN A ACCESSIBILITY DETAILS G 005a I IRE5TOP JOINT DETAII 5 PARTITION TYPF5 G 005b HRE5TOP JOINT DLTAIL5 PARTITION TYPES G 006 SECOND FLOOR - PHASE 1 G 001 5LCOND H OCR - PHASE 2 G 008 FACILITY BED COUNT STRUC I URAL 5100 FRAMING PLANS 4 STRUCTURAL NOTES 5200 SLC I IONS AND DFTAII 5 ARGNITFCTURAL D 121 5LCOND I LOOR - NO I LD DLMOL I I ION PLAN A 111 517COND FLOOR - DIMENSIONED PLAN A 121 SECOND FLOOR - NOILD PLAN A 122 51-COND FI OCR - REFI FCTFD CFII ING PLAN A 123 SECOND FLOOR - EQUIPMENT PLAN A 401 ENLARGED PLAN ROOM TYPI I A 402 ENLARGED PLAN ROOM TYPF 2 A 403 FNLARGED PLAN ROOM TYPE 3 A404 LNLARGED PLAN ADI- ROOM TYPL 4 A 405 INTERIOR EL FVATION5 ADI ROOM TYPF 4 4500 SECOND FLOOR - PLAN DLTAIL5 A 501 5LCOND FLOOR - PLAN DETAILS A 601 DOOR 8 WINDOW HARDWARE, SCHEDULE d DLTAILS A 602 DOOR TYPL5 4 WINDOW DLTAIL5 A 101 CA51-WORK 1- I f VATICNS A 104 CASEWORK DETAILS & SECTIONS A 108 GENERAL DI TAI[ 5 INTERIOR5 F 0.1 RN15H SPLCIFICATICN AND GENERAL NOTF5 F 0.2 f IN1511 5PFCIFICATION AND GENERAL NOTL5 F 1.1 FINISH PLAN AHCA PROJECT ID. SUBMISSION NUMBER: 23/100161�123 F 1.2 WALL PRO I F C I ION PLAN F 1.3 FLOOR PATTERN PLAN VICINITY MAP: I A55REVIATIONS INTERIOR DESIGN Inner Design 5Ludia 1103 Bakers Bridge Road, 5uite 106 BrenLUlaad, TN 31021 FIRM LICLN5E NUM511R: 4426001490 MECHANICAL I. C. Thomasson Associates, Inc. 2950 Kraft Drive, Suite 500 Nashville, TN 31204 FIRM LICENSE NUMB�R: CA=12 16 /�01 111 i I 5Lanley D. I indsey 4 Associates, Ltd. 5500 Maryland Way, 5te. 250 Brentwood, TN 31021 FIRM LICEN51 NUMBI R: 1325 N O N 00 N QD O 0 W H NZ_ N Monika Whi L Lenburg tel 615-321-0696 F 1.4 FURNITURE PLAN F 1.5 fax 615-321-0191 PROJECT INFOWATION MECHANIC,4L Phillip D. Barbe M001 MECHANICAL - 5CI_IFDUI F5 OWNER NAME CENTRAL FLORIDA REGIONAL HOSPITAL OWNER ADDRESS 1401 WEST SEMINOLE BLVD SANFORD, FL 32771 SECOND FLOOR TOTAL AREA 48,596 SQ. FT. SECOND FLOOR RENOVATION AREA 9,449 SQ. FT. MINOR RENOVATION 4,338 SQ. FT. MAJOR RENOVATION 5,111 SQ. FT. TOTAL HOSPITAL FLOOR AREA 247,000 SQ. FT. DESCRIPTION OF RENOVATION SECOND FLOOR THIS PROJECT INCLUDES THE RENOVATION OF 21 EXISTING PATIENT ROOMS ON THE SECOND FLOOR INTO 13 CMR PRIVATE PATIENT ROOMS ALL WITH NEW BATHROOMS. AN ADDITIONAL PT/OT TRAINING GYM WILL BE ADDED ALONG WITH COSMETIC UPGRADES TO THE CORRIDORS AND NURSE STATION. SCOPE OF WORK INCLUDES A NEW ROOFTOP AIR HANDLER UNIT ADDED ON THE THIRD FLOOR ROOF AND DUCTED TO THE SUITE THRU THE THIRD FLOOR MECHANICAL SPACES. ALL SPRINKLER HEADS WITHIN THE SMOKE COMPARTMENTS UNDER CONSTRUCTION SHALL BE REPLACED WITH QUICK RESPONSE HEADS. Lel 615-346-3400 M201 MECHANICAL - FLOOR PLAN - NEW WORK M301 MECHANICAL - FLOOR FLAN - ENLARGED M401 MECHANICAL - DETAILS Fax rob 346 3550 M501 MECHANICAL - CONTROI 5 •._ •: .. P� u1„151NG P001 PI UMBING - SCHFDULE5 4 RI5FR5 .; :.: (� Vii. t«R• K. • ' Mark Hllner PLUMBING - FIRST FLOOR PLAN - NEW WORK P201 PI UMBING - FLOOR PLAN - NEW WORK 1 -IRE FROTLC-1 ION .r . FIRE PROTECTION - 50 IEDULE 4 DETAILS tel 615-320-1135 FIRE PROTFCTION - FLOOR PLAN - DFMOLITION Fp200 FIRE PRO ILCIION - FIRS I LOOR PLAN EX151ING CONDI IIONS FP201 FIRE PROTI=CTION - FLOOR PLAN - NEW WORK :y.. ' F1 FCTRICAL Fax 615-320-0381 F001 rLCCI-RICAL - FLOOR PLAN - DL MOI I I ION 1 101 1 IGHTING FLOOR PLAN - NEW WORK F201 POWER - FLOOR PLAN - NEW WORK 1-301 SYSTEMS - FLOOR PLAN - NEW WORK E401 Ll k C I RICAL/HVAC L FI OCR PLAN - NEW WORK 5COPI- 01 RENOVATION TO.00 TFL.ECOMMUNICATIONS LLGEND TI01 I I I I COMMUNICATIONS FLOOR PLAN - NEW WORK T201 COMMUNICATIONS - Fl COR PLAN - NEW WORK 13.01 11 11 COMMUNICATIONS DLTAIL5 VENDOR NC -I 2ND I-LOOR nn CODE INFORMATION CODE SUMMARY City of Sanford and State of Florida 2009 NFPA 101 Life Safety Code 2010 AIA Guidelines for the Design and Construction of Health Care Facilities 2010 Florida Building Code 2010 Florida Plumbing Code 2010 Florida Mechanical Code 2010 Florida Fuel Gas Code 2010 Florida Fire Prevention Code 2010 Florida Energy Conservation Code 2010 Florida Existing Building Code 2010 Florida Accessibility Code 2010 Florida Building Code Test Protocols BUILDING DATA OCCUPANCY TYPE CONSTRUCTION TYPE FIRE PROTECTION 1-2 (HEALTHCARE) TYPE IA (IBC) TYPE II (222) NFPA FULLY SPRINKLERED (NFPA 13) HOSPITAL WAS BUILT IN 1982, WITH 3 ADDITIONS TO DATE. HOSPITAL HAS THREE FLOORS. CORRIDORS ARE SMOKE RESISTIVE - SEALED TO DECK. PATIENT CORRIDOR DOORS ARE 20 MIN LABELED WITHOUT A CLOSER. ANNOTATION SYMBOLS C4 DRAWING BLOCK TITLE m Tlite Scale Number DRAWING LABEL 1 No. - 0 5hee L ,4-000 WALL 5LC I ION LABFI No. A( Sheet x_000 H+VATION LABEL 000 DOOR LABEL Space Number n -t ec�uence INTERIOR SIGN LAB17L 0 No. ♦ M 4* A-000 Sheet -- Deta i I Area Outline DFTAIL LABEL Designation GRID REI•-ERENCF Elevation from r inished Floor 0.00 Fl FVATION LEVEL O WINDOW LABEL 0-- �'��GOI-uMN CzRID -1- `---DOO DOOiB9Gl 1>=DU1_E) H OVATION A-2.0 -----S4IGCT NUM5LR 36 --WALL PARTI I ION 71'f -F. RF=FFR TO SI Z) :T AIII FOR DESCRIPTION or WALL ASSEt IBL7". RI=VISION CLOUD 0 w J Q w w } w J 0 0 0 z 0 rn 0 Q 0 z Q } J 0 W Q N Q z Q a z 0 w J 0 z J U. 0 W a 0 a W W ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA W U LJ.. 1.j.. 0 Architect Registration: William E. Hereford III AR96247 F 1.4 FURNITURE PLAN F 1.5 SIGNAGE PLAN PROJECT INFOWATION MECHANIC,4L M001 MECHANICAL - 5CI_IFDUI F5 OWNER NAME CENTRAL FLORIDA REGIONAL HOSPITAL OWNER ADDRESS 1401 WEST SEMINOLE BLVD SANFORD, FL 32771 SECOND FLOOR TOTAL AREA 48,596 SQ. FT. SECOND FLOOR RENOVATION AREA 9,449 SQ. FT. MINOR RENOVATION 4,338 SQ. FT. MAJOR RENOVATION 5,111 SQ. FT. TOTAL HOSPITAL FLOOR AREA 247,000 SQ. FT. DESCRIPTION OF RENOVATION SECOND FLOOR THIS PROJECT INCLUDES THE RENOVATION OF 21 EXISTING PATIENT ROOMS ON THE SECOND FLOOR INTO 13 CMR PRIVATE PATIENT ROOMS ALL WITH NEW BATHROOMS. AN ADDITIONAL PT/OT TRAINING GYM WILL BE ADDED ALONG WITH COSMETIC UPGRADES TO THE CORRIDORS AND NURSE STATION. SCOPE OF WORK INCLUDES A NEW ROOFTOP AIR HANDLER UNIT ADDED ON THE THIRD FLOOR ROOF AND DUCTED TO THE SUITE THRU THE THIRD FLOOR MECHANICAL SPACES. ALL SPRINKLER HEADS WITHIN THE SMOKE COMPARTMENTS UNDER CONSTRUCTION SHALL BE REPLACED WITH QUICK RESPONSE HEADS. MI01 MECHANICAL - FLOOR PLAN - DEMOLITION M201 MECHANICAL - FLOOR PLAN - NEW WORK M301 MECHANICAL - FLOOR FLAN - ENLARGED M401 MECHANICAL - DETAILS M402 MECHANICAL - DLTAIL5 M501 MECHANICAL - CONTROI 5 M502 MECHANICAL - CONTROLS P� u1„151NG P001 PI UMBING - SCHFDULE5 4 RI5FR5 10002 PLUMBING - DLTAIL5 P100 PLUMBING - FIR61 r l OOR PLAN - DFM01_I I ION p101 PI UMBING - SECOND FLOOR PLAN - DEMOI I LION P200 PLUMBING - FIRST FLOOR PLAN - NEW WORK P201 PI UMBING - FLOOR PLAN - NEW WORK 1 -IRE FROTLC-1 ION I P001 FIRE PROTECTION - 50 IEDULE 4 DETAILS FPI01 FIRE PROTFCTION - FLOOR PLAN - DFMOLITION Fp200 FIRE PRO ILCIION - FIRS I LOOR PLAN EX151ING CONDI IIONS FP201 FIRE PROTI=CTION - FLOOR PLAN - NEW WORK I -P202 FIRE PROTECTION - FLOOR PLAN - EXISTING CONDITIONS F1 FCTRICAL 1-000 ELECTRICAL -LEGEND F001 rLCCI-RICAL - FLOOR PLAN - DL MOI I I ION 1 101 1 IGHTING FLOOR PLAN - NEW WORK F201 POWER - FLOOR PLAN - NEW WORK 1-301 SYSTEMS - FLOOR PLAN - NEW WORK E401 Ll k C I RICAL/HVAC L FI OCR PLAN - NEW WORK L501 Fl - RI5kR DIAGRAM _I �- LLCOMMUNIGATION5 TO.00 TFL.ECOMMUNICATIONS LLGEND TI01 I I I I COMMUNICATIONS FLOOR PLAN - NEW WORK T201 COMMUNICATIONS - Fl COR PLAN - NEW WORK 13.01 11 11 COMMUNICATIONS DLTAIL5 VENDOR NC -I NUR5F CALL LAYOUT 0 w J Q w w } w J 0 0 0 z 0 rn 0 Q 0 z Q } J 0 W Q N Q z Q a z 0 w J 0 z J U. 0 W a 0 a W W ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA W U LJ.. 1.j.. 0 Architect Registration: William E. Hereford III AR96247 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Cover Sheet G001. DWG 212022.00 WEH NDH 001 11/7/2012 LAOS V_ LA. L.L. 0 F— `W U) F- N2 IX W a - IJ Z O Q W O 0 w w . 0 Z OIL �Z Q co Q1,0:"x 1 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Cover Sheet G001. DWG 212022.00 WEH NDH 001 11/7/2012 LAOS V_ LA. L.L. 0 F— `W U) F- N2 IX W a - IJ = 0 7 2 HOUR SMOKE BARRIER BUILDING CODE INFOWATION LIFE 5,4FETY PLAN NOTE5 } .. ;' RATING f �::�,._, � FBC: INSTITUTIONAL (1-2) OCCUPANCY NFPA 101 OM0 EXISTING HEALTHCARE (CH.19) SMOKE COMPARTMENT SEPARATION I HR f 2 HR C 8 D E I 19 F g OCC. EXIT CAPACITY H_ � I{ � � � 6 $ v v FLORIDA FIRE PREVENTION CODE 12010), INCLUDING THE 2009 NEPA 101 AND NFPA 1. VERT. TRAVEL WIDTHS J * K r. 111PI * I 1 FIRE INTERIOR PARTITIONS: * STAIR DOOR & EXIT DOOR WIDTH REQUIRED IS =>32 IN. * * STAR WIDTH REQUIRED IS ->44 IN. DISCHARGE - 45" DMDED BY .2 = 225 BARRIER _tli CALCULATION METHOD 2 HOUR RATED ENCLOSURE STAIR N 0 1 F= D 1. THI5 PLAN I5 FOR LIFE SAFETY INFORMATION ONLY. H �M.. t31N. G+ H J=Fx0.2 IN. NON -RATED, SMOKE RESISTIVE WALL TO DECK L-FxO 3 IN. NONE N=Fx0.2 IN. 2. EXISTING BUILDING IS FULLY SPRINKLERED IN ACCORDANCE WITH NEPA 13 AND IS PROTECTED WITH A SUPERVISED AUTOMATIC SMOKE }4�Y 2.12 UWATIENT SLEEPING 9.819 120 DETECTION SYSTEM. N A 147 147 PRIMARY STRUCTURAL FRAME: 45 3 HR 44 3. CONSTRUCTION OF CORRIDOR WALLS RESISTS THE PASSAGE OF SMOKE. 4. WALL TYPES ARE DETAILED ON 0000 AND INDICATED ON THE BEARING WALLS M/A) 4 HR N/A INPATIENT' SLEEPING 7.583 120 64 N A 147 FLOOR PLAN, A101. 5. MEANS OF EGRESS REFER TO THIS DRAWING. b. DOOR CAPACITIES REFER TO THIS DRAWING, NON BEARING WALLS (EXTERIOR/INTERIOR) 0 HR / 0 HR 19.6 44 12.8 N A FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 3 HR 12.795 1. MAXIMUM COMMON PATH OF TRAVEL: 15 FT (FBC) 8. MAXIMUM TRAVEL DISTANCE TO EXIT: 200 FT (NFPA 101) ROOF CONSTRUCTION AND SECONDARY MEMBERS. 1-1/2 HR N A N A 21.4 N A 32.1 9. EGRE55 CAPACITY I5 CALCULATED BASED ON NFPA 101 REQUIREMENTS 21.4 N A REFER TO LIFE SAFETY CODE SUMMARY FOR REQUIREMENTS• 2.15 INPATIENT STEEPING 11.021 120 92 - WIDTH AT STAIRS FBC (03" / OCC) NFPA (0311 / OCG) - WIDTH AT DOORS FBC (02" / OCC) NFPA (02" / OCC) CODE REVIEW 147 147 18.4 45 27.6 44 I. SMOKE COMPARTMENTS (NFPA 18.3.1) (FBG 401) N A CORRIDOR WALLS CONSTRUCTED AS SMOKE PARTITIONS PER FBC 4013 A REQUIRED YES B. MAXIMUM AREA 22,500 SF INPATIENT SLEEPING 3.474 120 C. TRAVEL DISTANCE TO EXIT 200 FT MAX N A 147 D. REFUGE AREA PROVIDED YES 5.8 45 2. TOTAL EXITS (ALL SMOKE COMPARTMENTS) 44 5.8 A NUMBER OF EXITS REQUIRED 4 PER FBC-1132, CONTRACTOR SHALL INSTALL LISTED PUTTY PADS AROUND ALL BOXES IN RATED WALL MEMBRANE PENETRATIONS. PUTTY PADS ARE CLASSIFIED IN THE PRODUCT CATEGORY WALL OPENING B. NUMBER OF EXITS PROVIDED 10 PROTECTIVE MATERIALS ICLIV) IN THE UL DIRECTORY AND INCLUDE PRODUCTS LIKE 31'1'5 MPP+ OR HILTI CP __. _. 611. EITHER 15 ACCEPTABLE. 588 74.8 REFER TO DETAIL 10/A500 112.2 176 74.8 N A ALL SHAFTS ARE PROTECTED BY 2 -HOUR RATED ENCLOSURES. LIFE SAFETY: OCCUPANCY AND EGR ESS SCH EDU LE } .. ;' , f �::�,._, � A a 9 M B il ,, ^ ;a � r C 8 D E I 19 F g OCC. EXIT CAPACITY H_ � I{ � � � 6 $ v v I 1 ¢ � 9, VERT. TRAVEL WIDTHS J * K r. 111PI * I 1 FIRE HORIZ. TRAVEL WIDTHS I a 811 SIC * STAIR DOOR & EXIT DOOR WIDTH REQUIRED IS =>32 IN. * * STAR WIDTH REQUIRED IS ->44 IN. DISCHARGE - 45" DMDED BY .2 = 225 BARRIER _tli CALCULATION METHOD 2 HOUR RATED ENCLOSURE STAIR N 0 1 F= D G= 0 6.21N. H �M.. t31N. G+ H J=Fx0.2 IN. L-FxO 3 IN. SMOKE BARRIER N=Fx0.2 IN. ;; 4 }4�Y 2.12 UWATIENT SLEEPING 9.819 120 82 N A 147 147 16.4 45 24.6 44 16.4 N/A EVALLATED AS EXISTING HEALTHCARE FACILITY CONSTRUCTION PER NFPA 101 - CHAPTER 19. 2.13 INPATIENT' SLEEPING 7.583 120 64 N A 147 147 12.8 45 19.6 44 12.8 N A 2.14 INPATIENT SLEEPING/TREATMENT 12.795 120 107 N A N A N A 21.4 N A 32.1 N A 21.4 N A REFER TO LIFE SAFETY CODE SUMMARY FOR REQUIREMENTS• 2.15 INPATIENT STEEPING 11.021 120 92 N A 147 147 18.4 45 27.6 44 18.4 N A 2.16 r. R 4 �.qr; 4 Sf "AIH+ 1. INPATIENT SLEEPING 3.474 120 29 N A 147 147 5.8 45 8.7 44 5.8 N A ,. . TOTAL LEVEL TWO 44.692 374 __. _. 588 588 74.8 180 112.2 176 74.8 N A �'� ; k� _. _..,._, 2 HOUR RATEDENCLOSUREVEL ONE -� H G; .:., �rr", ." 1,a.",.R 4. I F gg 4 i v} ' p' N "�Wdta I, 6 ny. 1 P r', H MM w. FV ' YA , f �rCC. ,jf� W a 1 FE '" 1•::1 A 1. Rv. , } � 1 1 . ., .. + �, .... ,. , 1 1 aP , x ,I'1 w�W' �" . �: I , ; ;, �, �'' FE r .. ,.. �'': P d , .,, a" ; e."..r < r;." 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I ._: , • ,, d , i {l � 1;' �z�.' "� �r I "Yllr"'�'" M,� ! Y „4:8� I ;: ;, FE• t r ` a',:, �:._ =r.. ri:s;'a�rri �,.� 1••�i MMHR.� s r.>. I P. y M% �„ j �' _ _ _ FE „'i, " �,, u I 1 " RS fE I '.: �I' } r TRAVEL DIST =120' - 1- ®� -', r ( 1 .' Y-; 0 DIVISION I: GENERAL 1, THESE DRAWINCxS ARE THE PROPERTY OF LYMAN DAVIDSON DOOLEY, INC. AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT AND 51TE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT, 2. THE TENANT 5PACE SHOULD BE COMPLETE AND OPERATIONAL, INCLUDING ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION 5YSTEMS PRIOR TO SCHEDULED MOVE -IN DATE.. 3. THESE DRAWINGS ARE A COMPOSITE SET, NOT TO BE SPLIT ACCORDING TO AIA. THE CONTRACTOR IS TO REVIEW ALL DRAWINGS AND D151RIBUTE THE ENTIRE SET TO EACH SUBCONTRACTOR. 4. THE GENERAL CONTRACTOR 15 REQUIRED TO VISIT THE PREMISES, INSPECT EXISTING CONDITIONS, AND VERIFY WORK TO BE PERFORMED BEFORE SUBMITTING FEE FOR WORK. 5. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE PROMPT NOTIFICATION TO THE ARCHITECT OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES, OR CONFLICTS BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FIELD CONDITIONS. DO NOT PROCEED WITH THE WORK AFFECTED BY THE PROBLEM UNTIL IT IS RESOLVED TO THE 5ATISFACTION OF ALL 455OCIATED PARTIES. DO NOT SCALE ANY DRAWINGS. (o. ALL WORK PERFORMED SHALL BE IN 5TRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL.. BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR IS RESFON515LE FOR THE FEES ASSOCIATED WITH PROCURING SUCH PERMITS AND SHALL FURNISH COPIES OF PERMITS, INSPECTIONS, AND CFRTIRCATES TO OWNER UPON REQUEST. -1. THE CONTRACTOR 15 REQUIRED TO COORDINATE WORK SCHEDULE TO MINIMIZE D15RUPTION OF NORMAL TENANT ACTIVITIES AND TO AVOID INTERFERENCE WITH BUILDING OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS AND EXISTING FINISHES THROUGHOUT ALL PHASES OF CONSTRUCTION. AREAS AND OCCUPIED OR PUBLIC AREAS TO BE MAINTAINED BY CONTRACTOR. DAMAGE TO EXISTING -TO -REMAIN CONSTRUCTION, MATERIALS, OR EQUIPMENT TO BE RESTORED TO ORIGINAL CONDITION. 5. ALL DIMENSIONS AND CONDITIONS TYING INTO OR GOVERNED BY EXISTING CONSTRUCTION ARE APPROXIMATE AND ARE NOT GUARANTEED TO BE CORRECT. ALL SUCH DIMENSIONS AND CONDITION5 SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. ANY DISCREPANCIES, ERRORS OR OMI55IONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCING WORK. 9. WHEN ANY PART OF THIS STRUCTURE IS OPEN TO THE EXTERIOR, PROTECT INTERIOR FROM WIND, STORM RAIN, AND VANDALISM. lm. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED, CONSIDERATION IS TO BE GIVEN TO VARIATIONS IN THE FLOOR LEVELNE55 RESULTING FROM CONSTRUCTION QUALITY PLUS LIVE AND DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD VERIFICATION5 ARE TO BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES. ALIGNMENT OF DOOR HEADS AND OTHER HORIZONTAL ELEMENTS ARE TO BE MAINTAINED AT A CONSTANT LEVEL AND SHOULD NOT FOLLOW VARIATIONS IN FLOOR PLANE. LEVEL FLOORS AS REQUIRED USING AN APPROVED LEVELING COMPOUND. 11. THE CONTRACTOR 15 RESPONSIBLE FOR REMOVAL OF TRA5H AND DEBRIS FROM JOB 51TE ON A DAILY BASIS. FINAL CLEANUP WITHIN SCOPE OF WORK: REMOVE DUST, DEBRIS, OILS, STAIN5, FINGERPRINTS AND LABELS FROM ALL EXPOSED, FINISHED 5URFAGE5 AND CLEAN ALL WINDOWS AND BLINDS. WAX AND/OR VACUUM FLOOR5 PER MANUFACTURER'S RECOMMENDATIONS. THOROUGHLY CLEAN ALL LIGHT LEN5ES AND AIR DIFFUSERS, AND CHANGE ALL DIRTY FILTERS. ALL WASTE MATERIAL, RUBBISH, TOOL5, CONSTRUCTION EQUIPMENT, MACHINERY, AND OTHER SURPLUS MATERIALS SHALL BE REMOVED FROM THE SITE PRIOR TO TURN -OVER DATE. 12. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECE55ARY TO THE COMPLETION OF THE JOB ON A TIMELY BASIS. 13. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS AND RECESSED OBJECTS, OVER 16 SQUARE INCHES, ARE TO BE WRAPPED IN GYPSUM BOARD TO MAINTAIN THE WALL RATING. 14. FIELD CHANGES REQUESTED BY TENANT/OWNER MAY AFFECT PRICING AND/OR COMPLETION DATE. CONTRACTOR 15 TO NOTIFY OWNER OF CHANGE - WRITTEN APPROVAL IS TO BE OBTAINED BEFORE: IMPLEMENTATION. 15. HANDICAP LAW COMPLIANCE: THIS IS TO CERTIFY THAT THESE PLANS HAVE BEEN PREPARED IN CONFORMITY WITH ICC/ANSI 4111.1 CODE FOR MAKING BUILDINGS AND FACILITIES ACCESSIBLE AND USABLE BY PHYSICALLY HANDICAPPED PEOPLE TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF FOR THE SCOPE OF THE WORK HEREIN PERMITTED. Iro. ALL MATERIALS INSTALLED WITHIN PLENUM AREAS ARE TO BE NON-COMBUSTIBLE. NX 1-1. THE ARCHITECT HAS NOT CONDUCTED ANY INVESTIGATION AS TO THE PRESENCE OF A58E5TO5 OR OTHER HAZARDOUS 5L155TANCE5 ON THE PROJECT SITE AND 455UME5 NO RESPONSIBILITY WITH RESPECT TO SAME. NO ASBESTOS PRODUCTS OR PRODUCT5 CONTAINING UREA FORMALDEHYDE WILL BE ACCEPTED. 18. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING WALLS AND FINISHES FROM DAMAGE DURING CONSTRUCTION. 19. FOR ALL PRODUCTS INSTALLED, NOTE MANUFACTURER SPECIFICATIONS FOR INSTALLATION. 20. BUILDING CORRIDORS AND LOBBIES SHALL BE KEPT CLEAN AND CLEAR OF MATERIALS AND EQUIPMENT. JANITOR5 SINK MAY BE USED AS A WATER SOURCE, BUT MUST BE KEPT CLEAN. SPECIFIC TOILET FACILITIES IDENTIFIED BY THE FACILITY MAY BE USED, BUT MUST BE KEPT CLEAN. CONTRACTOR 15 RESPONSIBLE FOR CLEANING AND REPAIR OF DAMAGE CAUSED BY CONSTRUCTION PERSONNEL. 21. IN AREAS IN WHICH WORK 15 DONE, PATCH AND REPAIR EXISTING FIREPROOFING TO MAINTAIN FIRE RE515TANCE RATING. 22. FURR EXISTING BUILDING STRUCTURAL ELEMENTS AND FIRE RATED WALLS TO ACCOMMODATE NEW ELECTRICAL DEVICES. 23. ALL UNUSED FLOOR PENETRATIONS ARE TO BE CLOSED USING U.L. APPROVED FIRE5TOP SYSTEM. 24. ALL GLASS WITHIN 12" OF DOORWAYS AND 24" OF WALKING SURFACES 15 TO BE SAFETY GLAZING. SHOP DRAWINGS FOR ALL MILLWORK ARE TO BE SUBMITTED FOR ARCHITECTS/LANDLORD REVIEW. CONTRACTOR 15 TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION OF ANY CASEWORK ITEM. 25, PROVIDE 1'- 0" MINIMUM CLEARANCE FOR HANDICAPPED ACCESS FROM EDGE OF ALL DOOR5 ON "PUSH'' SIDE= TO THE ADJACENT FINISHED WALL SURFACE, PROVIDE 1'-6" MINIMUM CLEARANCE FOR HANDICAPPED ACCE55 FROM EDGE OF ALL DOORS ON THE "PULL" SIDE TO THE ADJACENT FINISHED WALL. 2ro. PROVIDE FIRE -RETARDANT WOOD BLOCKING IN PARTITION AT ALL LOCATIONS WHERE WORK SURFACES, SHELVING, BRACKETS, DISPLAYS AND/OR EQUIPMENT WILL BE MOUNTED OR ATTACHED TO FACE OF WALL. 21. WRITTEN DIMENSIONS TAKE PRECEDENCE IN LAYOUT 01- ALL WALLS. ALL INTERIOR DIMENSIONS AND ALIGNMENT NOTATIONS ARE TO FIN15HED FACE OF GYPSUM BOARD SURFACES UNLE65 NOTED OTHERWISE. DIMEN51ON5 FROM EXTERIOR WALL5 ARE FROM FACE OF MULLIONS, NOT GYP5UM BOARD KNEEWALLS, UNLE55 NOTED OTHERWISE. ALL NEW WALL5 LOCATED BY ALIGNMENT NOTATIONS AND ALL WALLS NOT 5PECIFICALI._Y DIMENSIONED OTHERWISE ARE TO BE PARALLEL/PERPENDICULAR TO EXISTING BUILDING CORE WALL5. 28. WHERE WALL OPENINGS IN EX15TING WALL5 ARE CLOSED. THE NEW WALL IS TO MATCO THE THICKNE55 OF THE EXISTING WALL5. 29. CONTRACTOR TO INSURF THAT ALI- CONNECTIONS TO BASE BUILDING EXTERIOR WALL5 ARE CONSTRUCTED TO MINIMIZE CRACKING AT WALL JUNCTIONS. REPAIR ALL EXISTING CONNECTIONS TO EXTERIOR WALLS AS NEEDED. 30. ON WALLS GREATER THAN 10 FEET IN HEIGHT AND AT DOORS AND WALL OPENINGS, PROVIDED DOUBLE STUDS, BLOCKING AND DIAGONAL BRACING AS REQUIRED. 31. CAULK ALL PLUMBING FIXTURES, MILLWORK, TRIM, DOOR AND WINDOW FRAMES TO ADJACENT 5URFACE-5. CAULK COLOR TO MATCH ADJACENT FIN15H. SUBMIT COLORS FOR APPROVAL. 32. ALL PARTIES RESPONSIBLE FOR DELIVERING FINISHES TO THE SITE 5HOUL.D CHECK QUANTITIES AND DELIVERY DATES AS SOON 45 P05515LE 10 AVOID ANY RESELECTION OF MATERIALS. 33.41-L DASHED EQUIPMENT SHALL BE OWNER FURNISHED EQUIPMENT (O.F.E.) THE CONTRACTOR SHALL COORDINATE WITH OWNER OR VENDOR ON INSTALLATION OF EQUIPMENT, INCLUDING REQUIRED CLEARANCES AND CONNECTIONS. 34. PROvIDF TRANSITION STRIPS AT ALL CHANGES IN FLOOR FINISH. 35. STENCIL WALL RATING ON WALL AE30VE THE CEILING. LETTERS TO BE MIN, 4" HIGH WITH 1/2'' STROKE AND 1_ABELED AT NOT MORE THAN 15' O.C. LA51=L 45 1 -IRE, SMOKE, AND NO. OF HOUR5. WALL5 NOT RATED TO BE LABELED "NO WALL RATING REQUIRED" IF WALL EXTENDS TO DECK AND 15 NOT RATED. aro. WATER RE515TANT GYPSUM BOARD IS TO BE USFD BFHIND ALL PLUMBING FIXTURES. 3i. CONTRACTOR SHALL FILE A NOTICE OF COMMENCEMENT PRIOR TO STARTING ANY WORK ON THIS PROJECT. REFER TO FBC 105.0 30, AS PER FBC ISlro.l, ALL 5UILDING5 SHALL HAVE PRF-CON5TRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS FSTABLISHFD BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED 45 APPROVED FOR THIS WORK. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE: LICENSED PEST CONTROL COMPANY THAT 5TATE5 TNF FOLLOWING: "THF BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE5." 39. CONTRACTOR SHALL OBIAIN ARCHITECT/ENGINEER OF RECORD APPROVALS BEFORE SUBMITTING DOCUMENTS/SHOP DRAWINGS TO AHJ, Y= 4'-6" MIN. IF DOOR HA5 A CL051=R, OTHERWISE Y= 4'-0" MIN. U O a a W U) W 0 Z_ 2 -iv--r-----------i i i I I z � I I'-6" MIN 12" MIN X= 3'-0" MIN. IF Y= 5'-0' X= 3'-6" MIN. 11= Y= 4'-6'1 --------------------� I I I I I I X Oil MIN Y= 4'-0" MIN IF DOOR HAS A CLOSER, OTHERWI5E, Y= 3'-�o" T -0" MIN. I I I I I I I I I I � I I I I I I I I X-- 12" IF DOOR HAS BOTH A CLOSER AND LATCH, OTHERWISE X= 0" I I I I I I � I I � I I I I I I Y= 4'-0" MIN IF DOOR HAS BOTH A CLOSER AND LATCH OTHERWISE Y= 3'-(o" 4' Ell MIN. I I 4+ I I I I I I � I I I I I 1 DOOR APPR04C�4 DEfiAIL5 1/4" = 1' 18" VERTICAL GRA5 BAR 31- 1'-01 ^1l / ll N I I N 6" 4'-0" - 30" x 45" CLR 6'-6" FLOOR SPACE ol AT LAv. 5'-0" CLR 4CCE5515�F TOILET LA�'OUtS 1/4" = 1' Z C `RTICAL BAR 30" x 46" CL R FLOOR SPAGr- AT LAV. m D 11AX. SINK_ (ALL OTHER ACGE55I5LE AREAS) SINK ANS LAVATOR1' 5EGfiION5 C T -O" TYP. [LMIN. Q Q 1= a� }L11 Il_yll JJ MAX. LAVATORY (IN TOILET/BATHROOMS ONLY) TEXT E=f VENTS: CHARACTER PROPORTIONS: LETTERS AND NUMBERS ON 51GN5 SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10, UTILIZING AN UPPER C,45E 'X' FOR MEASUREMENT. CHARACTER HEIGHT: SEE LETTER AND NUMBER HEIGHT CHART BELOW EXCEPTION: CHARACTER HEIGHT SHALL BE 5/8" HIGH MINIMUM FOR BUILDING DIRECTORIES. P I CTOGRAI" I$;_ WHERE PICTOGRAMS ARE REQUIRED, THEY SHALL HAVE A 6'' MINIMUM SIZE MEASURED AT THE BORDER. WHERE TEXT DESCRIPTORS FOR PICTOGRAM5 ARE REQUIRED, THEY SHALL COMPLY WITH THE TACTILE CHARACTER PROVISIONS OF RAISED CHARACTERS AND SYMBOLS, BRAILLE, AND LOCATION OF TACTILE SIGNAGE PORTIONS BELOW. FINISH AND CONTRAST: THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGNS SHALL BE EGG5HELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARAC"tERS ON A LIGHT BACKGROUND. RAISED CHARACTERS AND SYMBOLS: CHARACTERS AND SYMBOLS ON TACTILE SIGNS SHALL BE RA15ED 1/32" MINIMUM. RA15ED CHARACTERS AND SYMBOLS SHALL BE IN UPPERCASE CHARACTER5. RA15ED CHARACTER5 AND SYMBOLS SHALL BE 5/5" HIGH MINIMUM, AND 2" MAXIMUM. RAISED CHARACTER5 AND SYMBOLS SHALL BE ACCOMPANIED BY BRAILLE IN ACCORDANCE WITH THE PROVISIONS OUTLINED BELOW. BRAILLE: BRAILLE 5HALL BE SEPARATED 1/2" MINIMUM FROM THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. BRAILLE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS FOR ELEVATOR CONTROLS SHALL BE PLACED 3116'' MINIMUM BELOW THE CORRESPONDING CHARACTERS OR SYMBOLS. BRAILLE SHALL BE GRADE II AND 5HALL CONFORM TO SPECIFICATION *800, NATIONAL LIBRARY SERVICE, LIBRARY OF CONGRES5. LOCATION OF TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL BE MOUNTED AT 60" ABOVE THE ADJACENT FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. IN LOCATIONS HAVING DOUBLE DOORS, TACTILE SIGNS SHALL BE MOUNTED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. GENERAL NOTE: ANY ADDITIONAL TEXT REQUIRED DUE TO LOCAL ORDINANCES (FINES FOR PARKING IN ACCESSIBLE SPACES, ETC.) SHALL COMPLY WITH THE SIGNAGE REQUIREMENTS ABOVE, PROPORTIONS OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY I I I I MEN I L F -F, AND NUi�E5F7f;;,:' #�E I �4T5 HEIGHT ABOVE FLOOR/ GROUND: MINIMUM CHARACTER HEIGHT: MORE THAN Sm" 3" MORE THAN 60'' BUT NOT MORE 2„ THAN 80" MORE THAN 48" BUT NOT MORE THAN 60: 1 } W J 0 0 0 0 N 0 0 Z 7 F W It W to J J Q I N F EA X=18" MIN. TO (t, OF SIGN WHEN ON PULL 51DE OF DOOR. X=6''-10" TO ON PUSH SIDE U1 OF DOOR F U W F I U 11 MOUNTING LOCATION OF SIGNAGE Ell ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA nAA e e e Architect Registration: William E. Hereford III AR96247 W O '. O LL LLI Mw O 09 .o. K LL le U) Q � .I 11W 6 W CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Signage Standards & Accessibility Details G003.DWG 212022.00 WEH DCV F� 11/7/2012 LLI H M3 fiF 11 EE 51GNAGE (12" BELOW CEILING) FIRE EXTINGU15HER CABINET HANDRAIL / CRASNRAIL HOLD 2" AWAY FROM EDGE OF CABINET — 4" MAXIMUM PROJECTION LU kLkVA I IUN SIRE EXTINGUI5�4Ef;� NOTF-5 1. EXTNGU15PER LEGEND: FEC: 2 -A -105C CLA55 DRY CHEMICAL, MULTIFURP05E EXTINGUISHER 2. EXTINGUSIHER5 MUST BE LOCATED, INSTALLED, SITED AND MAINTAINED ACCORIDING TO NFPA 10, 3. EXTINGUISHERS (LESS THAN 40 LBS) MUST BE INSTALLED 50 THAT THE HANDLE OF THE EXTINGUISHER 15 NOT MORE THAN 48" ABOVE THE FLOOR 4. EXTINGU51HERS (OVER 40 L55) MUST BE INSTALLED 50 THAT THE TOP OF THE EXTINGUISHER HANDLE IS NOT MORE THAN 42" ABOVE THE FLOOR 5. THERE MUST BE A CLEARANCE OF AT LEAST 4" BETWEEN THE BOTTOM OF THE EXTINGUISHER AND THE FLOOR 6. ALL EXTINGUISHERS MUST BE PLACE FACING OUTWARD AND BE PROVIDED WITH SIGNAGE THAT CAN BE READ FROM 25 FEET AWAY. LOCATE 12" BELOW CEILING TO TOP OF PLACARD. I. LOCKED OR BREAK -GLASS TYPE CABINETS ARE NOT ACCEPTABLE. CABINET DOOR SHALL OL05E WITH A CATCH OR LATCH MECHANISM. (NFPA-10) 18" vERTICAL GRAB BAR G ACCESSIBLE SHOWER W/ BENCH 1�1 TOILET T155UE MIRROR 4 SINK aro" GRAB D 15PEN5ER FRONT BAR O IS 11 2411 31_011 1211 ua PROVIDE UNDER _ w Q N SINK PROTECTIVE y -1U- LL PIPE COVERS ASC � m 0, 1 wit O D TOILET TOILET ACC 550 15 MOUNTING HE IC3HT5 5ANITAR'T' NAPKIN PAPER TOWEL AUTOMATIC DISPOSAL.. DI6PEN5ER PAPER TOWEL DISPENSER PAPER TOWEL/ ROL WASTE RECEPTACLE 2' -ml, E� I V y N t�K Jl J2 �I 1/4" = 1' DCSI5N CRITFRIA I'❑R MINIMUM S❑UND C[UAII❑N PCRP❑RYANCC BUTWEr N ENCHISCD R❑PMS AT71JACENCY COMBTNATIFIN STC PAT I FNT 1,00M PATIENT ROOM ( JAL L = 5AME 45 ( 2 ) Q�a > O 0 PATI ENT R00M Z UJ ' PATI ENT BOOM (FLOO1R-TO=FLOOf�) 0 50 PATIENT RCCl z (IUIT� ENTRANCE) a cc 35 (3) F'AT I ENT FOO PU5L I C 5PACF w 50 PATILNT R00M SLRVIGE AREA 60 (4) N I GU ROOM PAT I EN r- ROOM 50 NIGU 50 3' (3) 50 50 3 GORRIDOR EXAM l R00M CORRIE)OR (IJMT ENTRANCE) EXAM R=l PU5LIC SPACE TREATMENT ROOM ROOM TREATMENT ROOM GORRII�OR TOILE r ROOt� PULL I G 5PACE 4� 50 CON5l LTATION ROOM FU5LIGP�5LIC SPACI= CON5UL TAT I ON ROOM PAT I EN1 F O=15 50 GON5l 1. TATION R=l CORRIDOR (LJITH NTRANCL) 35 (3) PAT I ENT ROOM (oO (4) MRI R00M EXAM R00M MRI ROOM 60 (4) EXAM ROOM (NO ELLCTRONIC0 >=XAM ROOM MA5KING) 40 (5) EXAM DOOM EXAM ROOM (JM4 ELLCTRONIG MASKIN�� PUS IC 5F'ACL MRI ROOM >0 1. 5TC VALUES 5TATED ARE BETLJEEN R001�15 (NOT 51=,4GE5) 2. IN GA5E5 LJHERE GREATER 5PEEGH FRIV,4GY 15 REQUIRED 0FN BOTH PATIENT DOOR5 ON EITHER 510E OF A PATIENT ROOM ARE GL05ED, THE WALL PERFORMANGE REQUIREMENT 5H,4LL BE 5TC 50. 3. THE fi ERFCFZM14NGE 01= TH15 CON5TRUCTION 455UME5 A GL05ED DOOR 4, RELAXATION OF 5TC 60 R,4TING5 544LL BE F'ERl"IITTED IF =IPLIANGE UJITH ROOM N015E REQUIREMENT5 15 ,4GHEIVED LJITH LOLJER PERFORMANGE GOWRUCTION5. 5EE TABLE 1.2 2 5. ELEGTRONIG MASKING 5HA1-L PROVIDE A MAXIMUM BACKGROUND LEVEL OF 45 654. SOUND TRAN5M15510N GL455 (5TC) 5HALL BE DETERMINED 51' TE5T5 IN ACCORDANCE LUM4 METHOD5 SET PORT�4 IN 45TM E90 AND 45TM E413, UJHERE P,4RTITION6 DO NOT EXTEND TO THE STRUGTURE ABOVE, 5OUND TRAN5M15510N THROUGH CEILINGS AND GOMR051TE 5TG PERFORMANCE MU5T BE CON5IDERED. FROM 2010 AIA GUIDELINE5 TABLE 1.2-3 42" GRAB BAR m a �t cr m U O URINAL 51DE 0 FRONT 0 SOAP D I SPEN5ER 'd ,•1 O FLOOR 1.10UNTED SIDE TOILET FRONT EE LFVATION OR SIDE OF OILET TO OCATE LUSH IANDLE o ROBE HOOK 0" t - 11N. EDGE = SINK 2010 FBC 0 FC RATING FI -AN 1/4" = 1' 0. 0 7� U H W 7 a w W N W to 0 r� 0 w 0 a w W z U a W 0 N 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA. A- Architect Registration: William E. Hereford III AR96247 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ❑NA- STC RATING PLAN & Accessibility Details G004.DWG 212022.00 WEH DCV 11/7/2012 z O Q�a > O 0 Z UJ ' o °C o 0 ~ z � z a cc Q m: w CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ❑NA- STC RATING PLAN & Accessibility Details G004.DWG 212022.00 WEH DCV 11/7/2012 M111 System No. HW -D-0634 C (E) Us Assembly � Ratin —1 and 2 Hr (See Items 1 and 2) Classified by Maximum Joint Width -1-112 In. underwriters Laboratories, Inc. to UL 2079 and CANNI-C-5115 L Rating At Ambient — Less Than 1 CFMILin Ft L Rating At 400°F — Less Than 1 CFMILin Ft . Class II or III Movement Capabilities - 00% Compression or Extension 1. Floor Assembly — The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 Series Floor -Ceiling Design in the UL Fire Resistance Directory and as noted below. The hourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floor assembly shall include the following construction features: A. Steel Floor and Floor Units* — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Structural Steel Support — Steel beam, as specified in the individual D700 Series Floor -Ceiling Design, used to support steel floor units. Structural steel support oriented parallel to and max 12 in. (305 mm) from wall assembly. D. Steel Furring — Z-shaped bars or channels, located to span from steel beam to min 1 in. (25 mm) beyond face of wall and spaced max 24 in. (610 mm) on center. Z-shaped bars are nom 1-112 to 2 in. (38 to 51 mm) deep and formed from min 16 gauge painted or galvanized steel. Channels are nom 1-1/2 in. (38 mm) or 2 in. (51 mm) deep and formed from min 16 gauge painted or galvanized steel. Each bar or channel welded or fastened with steel fasteners to steel beam and welded, bolted or screwed to ceiling runner of wall. Each bar or channel shall be fully covered with spray applied fire resistive material to the minimum thickness of material required on the flanges of the steel beam. E. Steel Lath — Nom 3/8 in. (10 mm) diamond mesh expanded steel rib lath having a nom weight of 3.4 lbtyd2 (1.8 kglm2) shall be installed over and attached to the steel furring bars or channels (Item 1 D) to completely cover the exposed area from the flange tip of the steel beam to the end of the bar/channel framing extending beyond the wall surface. The lath shall be secured with steel fasteners or be wire and shall be fully covered with spray applied fire resistive material (see Item 1 F). F. Spray -Applied Fire Resistive Material* — After installation of ceiling runner, steel floor units and structural steel beam to be sprayed with the thickness of material specified in the individual D700 Series Design. The flutes of the steel floor units above the structural steel beam shall be filled with spray -applied fire resistive material across the entire top flange of the steel beam. Each bar or channel furring member (Item 1 D) shall be fully covered with spray applied fire resistive material to the minimum thickness of material required on the flanges of the steel beam. The thickness of material applied to the expanded steel lath shall be sufficient to completely fill the spaces between the bar/channel furring above the wall. Additional spray -applied fire resistive material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-318 in. (35 mm). In addition, the thickness of material applied to the expanded steel lath shall cover the top surface of the lath with a minimum 1-5/8 in. (41 mm) of material for the 1 hr Assembly Rating and 2-5/8 in. (67 mm) of material for the 2 hr Assembly Rating. W R GRACE & CO - CONN — Type MK-6/HY, MK-6/HY ES, MK -6s, RG F1. Spray -Applied Fire Resistive Material* — After installation of ceiling runner, steel floor units and structural steel support to be sprayed with the min thickness of material specified in the individual D700 Series Design. The flutes of the steel floor units above the structural steel beam shall be filled with spray -applied fire resistive material across the entire top flange of the steel beam. Each bar or channel furring member (Item 1 D) shall be fully covered with spray applied fire resistive material to the minimum thickness of material required on the flanges of the steel beam. The thickness of material applied to the expanded steel lath shall be sufficient to completely fill the spaces between the bar/channel furring above the wall. Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 11116 in. (18 mm). For a 2 hr Assembly Rating, the thickness of. material applied to each side of the steel beam web shall be 1-112 in. (38 mm). In addition, the thickness of material applied to the expanded steel lath shall cover the top surface of the lath with a minimum 1-518 in. (41 mm) of material for the 1 hr Assembly Rating and 2-5/8 in. (67 mm) of material for the 2 hr Assembly Rating. ISOLATEK INTERNATIONAL — Type 300 2. Wall Assembly The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of gaiv steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling runner shall be min 114 in. greater than max extended joint width. Ceiling runner is secured to steel furring (Item 1 D) with steel fasteners or welds spaced max 24 in. (610 mm) OC. Ceiling runner to be installed parallel with structural steel support and located such that a max clearance of 12 in. (305 mm) is present between the finished wall and the flange of the steel beam (Item 1 C). Al. Light Gauge Framing* — Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2A, ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Flange height of slotted ceiling runner shall be 3-114 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling runner is secured to steel furring (Item 1 D) with steel fasteners or welds spaced max 24 in. (610 mm) OC. Slotted ceiling runner to be installed parallel with structural steel support and located such that a max clearance of 12 in. (305 mm) is present between the finished wall and the flange of the steel beam (Item 1C). SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track -Type SDLT B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. to 314 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and secured to floor runner. Studs to nest in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs cut in lengths 314 to 1-3/4 in. (19 to 44 mm) less than floor to ceiling height and secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long wafer head steel screws at +l- 3/16 in. (5 mm) of the mid -height of slot on each side of wall C. Gypsum Board* — Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1A in. (32 mm) thickness on each side of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory except that a max 1-1/2 in. (38 mm) gap shall be maintained between the top of the gypsum board and the bottom plane of the spray applied fire resistive material on the steel furring (Item 1 D) on both sides of the wall assembly. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System — Max separation between bottom plane of spray -applied fire resistive material on the steel attachment clip (Item 1 D) and the top of the gypsum board is 1-112 in. (38 mm). The joint system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system shall consist of forming and fill materials, as follows: A. Forming Material* — Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Sections of mineral wool batt cut to a thickness equal to the overall thickness of gypsum board and compressed a min of 50 percent into the gap between the top of the gypsum board and the bottom plane of the spray applied fire resistive material on the steel furring (Item 1 D) on both sides of the wall assembly. ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAF Mineral Wool THERMARBER INC — Type SAF Al. Forming Material* - Strips — As an alternate to Item 3A, the strips are stacked to a height twice larger than the distance between the top of the gypsum board and the bottom of the steel floor unit. Strips compressed 50 percent and installed within ceiling runner above top of liner panel flush with the inside surface of the panel. Strips compressed and installed on finished side of the wall between the top of the gypsum board and the bottom of the steel floor units, flush with the surface of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips B. Fill, Void or Cavity Material* - Sealant — Min 1/16 in. (1.6 mm) dry thickness (118 in. or 3.2 mm wet thickness) fill material sprayed or troweled on each side of wall to completely cover mineral wool forming material and to overlap min 1/2 in. (13 mm) onto wall and min 2 in. (51 mm) onto spray -applied fire resistive material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS -SP WB Firestop Joint Spray *Bearing the UL Classification Mark M Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firestop Systems November 14, 2011 0 C @ US Classified by Jnderwriters Laboratories, Inc. UL 2079 and CANNLCS115 0 System No. HW -D-0324 ANSIMI-2079 CAN{ULC S115 Assembly Ratings .....1 and 2 Hr (See Item 2) F Ratings ..... ,1 and 2 I lr ,See Item 2) Nominal Joint Width - 314 In. FT Ratings ......1 and 2 Hr (See Item 2) Class 11 Movement Capabilities —17% Compression or Extension FH Ratings --- 1 and 2 Hr (See Item 2) L Rating At Ambient .--- Less Than 1 CFM/sq ft FTH Ratings —1 and 2 Hr (See Item 2) L Rating At 400 F — Less Than 1 CFM/sq It Nominal Joint Width -3/4 In. Class 11 Movement Capabilities ......17% Compression or Extension L Rating At Ambient ..... Less Than 1 CFM/sq ft L Rating At 400 F — Less Than 1 CFMfsq ft SECTION A -A 1. Floor Assembly — The fire -rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 or D900 Series Floor -Ceiling Design in the Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* — Max 3 in. (76 mm) deep gaiv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materials* — (Optional) —(Not Shown)—Prior to the installation of the steel ceiling runners and fill material (Items 2A and, 3, respectively) the steel floor units may be sprayed with type and thickness of fire resistive material indicated in the individual D700 Series design. W R GRACE & CO - CONN — Type MK-6-HY 2. Wall Assembly — The 1 or 2 h fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge gaiv steel channels sized to accommodate steel studs (Item 213). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width.. Ceiling runner secured to valleys of steel floor units with steel fasteners or by welds spaced max 24 in. (610 mm) OC. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. Al. Light Gauge Framing* -Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of gaiv steel channel with slotted flanges sized to accommodate steel studs (Item 213). Slotted ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. (610 mm) OC. CALIFORNIA EXPANDED METAL PRODUCTS CO — CST BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP -TRK MARINO/WARE, DIV OF WARE INDUSTRIES INC — Type SLT THE STEEL NETWORK INC — VertiTrack VT, series,250VT, 362VT, 400VT, 600VT and 800VT A2. Light Gauge Framing* -Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Item 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. (610 mm) OC. . THE STEEL NETWORK INC — VertiTrack VTD362, VTD400, VTD600 and VTD800 B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. (13 mm) to 3/4 in. (19 mm) less in length than assembly height with bottom nesting in and resting on the floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner is used, steel studs secured to slotted vertical deflection clips, through bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* — One or two layers of 5/8 in. (16 mm) thick gypsum board on each side of wall. Wall to be constructed as specified in the individual Wall and Partition Design, except that the gypsum board is cut to fit the contour of the steel floor units or spray -applied fire resistive material with a max 3/4 (19 mm) in. gap. The screws attaching the gypsum board to the studs at the top of the first layer shall be located 4 in. (102 mm) from the steel floor unit valleys. The screws attaching the second layer to the steel studs shall be located 3-1/2 in. (89 mm) from the valleys of the steel floor units. The hourly fire rating of the joint system is equal to the hourly rating of the wall. 3. Fill, Void or Cavity Material* - Sealant — Max separation between bottom of floor or roof units and top of gypsum board at time of installation is 3/4 in. (19 mm). The joint system is designed to accommodate a max 17 percent compression or extension from its installed width. A 5/8 in. (16 mm) thickness of fill material installed within the annulus between top of gypsum board and bottom of floor units or spray -applied fire resistive material flush with surface of board on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 Flexible Firestop Sealant 4. Forming Material — (Optional, Not Shown) - Mineral wool insulation, fiberglass batt insulation or polyurethane/polyethylene foam backer rod. Forming material to be recessed from both surfaces of the 2 hr fire rated wall to accommodate the required thickness of fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 Flexible Firestop Sealant 'Bearing the UL Classification Mark -,. Reproduced by HILT[, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firestop Systems March 23, 2012 C @ Us Classified by Underwiters Laboratories, Inc. to UL 2079 and CAN/ULC-Sl 15 System No. HW -D-0569 ANSIIUL2079 CAN/ULC 5115 Assembly Platings —1 and 2 Hr (See Item 2) F Ratings —1 and 2 Hr (See Item 2) Nominal Joint Width -1-112 In. FT Ratings ...... 1 and 2 Hr (See Itern 2) Class 11 Movement Capabilities ..... 50% Compression and Extension FH Ratings —1 and 2 Hr (See item 2) L Rating At Ambient --- Less Than 1 CFMAn ft FTH Ratings ---- 1 and 2 Hr (See Item 2) Nominal Joint Width -1-1/2 In. Class 11 Movement Capabilities; -- 50% Compression and Extension 1. Floor Assembly — The fire -rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor -Ceiling Design in the UL Fire Resistance Directory. The floor assembly shall include the following construction features: A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materials* — (Optional, Not Shown) — After installation of the steel ceiling runners (Item 2B) the steel floor units may be sprayed with a min 5/16 in. (8 mm) to max 1 3/4 in. (45 mm) thickness of fire resistive material. ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN — Type MK-6-HY 2. Shaft Wall Assembly — The 1 hr or 2 hr fire rated gypsum board/steel stud shaft wall assembly shall be constructed of the materials and in the manner described in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Floor and Wall Runners — (Not Shown) - J-shaped runner, equal in width to steel studs (Item 2C), with unequal legs of 1 in. (25 mm) and 2 in. (51 mm), fabricated from 24 MSG gaiv steel. Runners positioned with short leg toward finished side of wall. Runners attached to floor with steel fasteners located not greater than 2 in. (51 mm) from ends and not greater than 24 in. (610 mm) OC. B. Ceiling Runner— Ceiling runner of wall assembly shall consist of gaiv steel channel sized to accommodate steel studs (Item 2C). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to steel deck valleys with steel fasteners or welds spaced max 24 in. (610 mm) OC. B1. Light Gauge Framing* - Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 213, slotted ceiling runner to consist of gaiv steel channel with slotted flanges sized to accommodate steel studs (Item 2C). Flange height of slotted ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to steel deck valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP -TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS — Type SLT, SLT-H MARINO/WARE, DIV OF WARE INDUSTRIES INC — Type SLT METAL -LITE INC — The System SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track TELLING INDUSTRIES L L C True -Action Deflection Track B2. Light Gauge Framing* — Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 26, slotted ceiling runner to consist of gaiv steel channel, sized to accommodate steel studs (Item 2C). Flange height of slotted ceiling runner shall be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to steel deck valleys with steel fasteners or welds spaced max 24 in. (610 mm) OC. SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track -Type SDLT C. Steel Studs — C -H-shaped studs, min 4 in. (1 02 mm) wide by 1-1/2 in. (38 mm) deep, fabricated from 25 MSG galv steel, cut to lengths 3/4 to 1 in. (19 to 25 mm) less than floor to ceiling height and spaced 24 in. (610 mm) OC. When slotted ceiling runner specified in Item 2132 is used the C -H-shaped studs cut in lengths 3/4 to 1-3/4 in. (19 to 44 mm) less than floor to ceiling height. D. Gypsum Board* — Nom 1 in. (25 mm) thick gypsum board liner panels. Panels cut 1-1/2 in. (38 mm) less in length than floor to ceiling height. Vertical edges inserted in H-shaped section of C -H studs. At the ends of the assembly, the free edge of the end panels are attached to the long leg of vertical J -runners (Item 2A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12 in. (305 mm) OC. E. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board applied vertically in one or two layers for 1 hr and 2 hr fire rated assemblies, respectively. Panels cut 1-1/2 in. (38 mm) less in length than floor to ceiling height. The screws attaching the gypsum board layers to the C -H studs shall be located 1 to 1-1/2 in. (25 to 38 mm) below the bottom of the ceiling runner or slotted ceiling track. No gypsum board attachment screws are to penetrate the ceiling runner or slotted ceiling track. The hourly ratings of the joint system are equal to the hourly fire rating of the wall. 3. Joint System — Max separation between bottom of fluted deck surface and top of gypsum board (at the time of installation of the joint system) is 1 1/2 in. (38 mm). The joint system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of the following: A. Forming Material* — Min 4 pcf (64 kg/m3) density mineral wool batt insulation cut to the shape of the fluted deck, 50 percent larger than the height of the flutes, and compressed into the flutes of the steel floor units above the ceiling runner as a permanent form. The mineral wool batt insulation is to project beyond the ceiling runner to be flush with the finished wall surfaces. ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER INC — Type SAF Al. Forming Material* — Plugs — As an alternate to Item 3A, preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completely fill the flutes above the ceiling runner. The plugs shall project beyond the finished side of the ceiling runner, flush with wall surface. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP777 Speed Plugs B. Forming Material* — Min 4 pef (64 kg/m3) density mineral wool batt insulation cut to a thickness twice larger than the distance between the top of the gypsum board and the bottom of the steel floor unit. Material compressed 50 percent and installed within ceiling runner above top of liner panel flush with the inside surface of the panel. Material compressed and installed on finished side of the wall between the top of the gypsum board and the bottom of the steel floor units, flush with the surface of the wall. ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER INC — Type SAF B1. Forming Material* - Strips — As an alternate to Item 2B, the strips are stacked to a height twice larger than the distance between the top of the gypsum board and the bottom of the steel floor unit. Strips compressed 50 percent and installed within ceiling runner above top of liner panel flush with the inside surface of the panel. Strips compressed and installed on finished side of the wall between the top of the gypsum board and the bottom of the steel floor units, flush with the surface of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips C. Fill, Void or Cavity Material* — Min 1/16 in. (1.6 mm) dry thickness (118 in. or 3.2 mm wet thickness) of fill material sprayed or troweled within stud cavity and on both sides of the shaft wall to completely cover mineral wool forming material. Fill material to overlap a min of 1/2 in. (13 mm) onto gypsum board and ceiling runner within stud cavity. Fill material to overlap a min of 1/2 in. (13 mm) onto gypsum board and steel deck on finished side of wall. Fill material to overlap a min of 1/2 in. onto steel deck and ceiling runner on unfinished side of wall with no overlap onto gypsum liner panel. When spray -applied fire resistive material (Item 1 C) is applied to the steel deck, the fill material is to overlap the spray -applied fire resistive material a min of 2 in. (51 mm) on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 672 Firestop Spray or CFS -SP WB Firestop Joint Spray *Bearing the UL Classification Marls 111 null II�I11 tl I NL—M�u Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firestop Systems December 21, 2011 C@ US Classed by Underwriters Laboratories, Inc. to UL 1479 and CANIULC-S115 System No. HW -D-0218 ANSI/UL2079 CAN/ULC 5115 Assembly Ratings —1 and 2 Hr (See Item 2) F Ratings — ? and 2 Hr (See Iter 2) Norninal Joint Width -1 In, FT Ratings --.1 and 2 Hr (See Item 2) Class 11 Movement Capabilities — 25% Compression or Extension FH Ratings ---1 and 2 Hr (See Item 2) L Rating At Ambient --- Less Than 1 CFMAn ft FTH Ratings ......1 and 2 Hr (See Item 2) L Rating At 400 F .— Less Than 1 CFWin ft Nominal Joint Width -1 In. Class II Movement Capabilities ._- 25% Compression or Extension L Rating At Ambient — Less Thera': CFM/lin ft L Rating At 400 F — Less Than 1 CFMflin ft r^ � . R 6 .. " . R 4 =� — —. -1 -- — - .. a a k . - . ♦ . " , a :� . rs€ !€ Vit:: IA I I 1 ; — — — —_� I SECTION A -A I — The fire -rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials Floor Assembly y and in the manner described in the individual D700 or D900 Series Floor -Ceiling Design in the Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Structural Steel Support (Optional) - Steel beam or open -web steel joist, as specified in the individual D700 or D900 Series Floor -Ceiling Design, used to support steel floor units. Structural steel support oriented perpendicular to wall assembly. — Steel beam or open -web steel joist, as specified in the individual D700 or D900 Series Floor -Ceiling Design, used to support steel floor units. Structural steel support oriented perpendicular to wall assembly. D. Steel Lath — Where open -web steel joists pass through the fire rated wall, 3/8 in. diamond mesh expanded steel lath having a nom weight of 1.7 to 3.4 Ib per sq yd (0.9 to 1.8 kg/m2) shall be secured to one side of each joist with steel tie wire and the lath shall be fully covered with no min thickness requirement. E. Spray -Applied Fire Resistive Material* — After the installation of the ceiling runner, (Item 2A, 2A1 or 2A2) steel floor units to be sprayed with the thickness of material specified in the individual D700 Series Design or the structural steel supports to be sprayed in accordance with the specifications in the individual D900 Series Design. Material is to be excluded from the steel floor units, directly above the gypsum board and from the flanges of the ceiling runners. W R GRACE & CO CONSTRUCTION PRODUCTS DIV — Type MK-6/HY ISOLATEK INTERNATIONAL — Type 300 . Wall Assembly* — The 1 or 2 h fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 26). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner centered beneath and parallel with valley of steel floor units (Item 1A). Ceiling runner secured to steel floor units with masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. A clearance of 1-1/2 in. (38 mm) shall be maintained between the ceiling runner and the spray -applied fire resistive material on the structural steel support members. Al Light Gauge Framing* -Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of gaiv steel channel with slotted flanges sized to accommodate steel studs (Item 21B). Slotted ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP -TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS — Type SLT, SLT-H MARINO/WARE, DIV OF WARE INDUSTRIES INC — Type SLT SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C — True -Action Deflection Track THE STEEL NETWORK INC — VertiTrack VT, sedes,250VT, 362VT, 400VT, 600VT and 800VT A2. Light Gauge Framing* -Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Item 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. THE STEEL NETWORK INC VertiTrack VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing*- Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A through 2A2, notched ceiling runners to consist of C-shaped gaiv steel channel with notched return flanges sized to accommodate steel studs (Item 26). Notched ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. OLMAR SUPPLY INC — Type SCR A4. Light Gauge Framing* — Slotted Ceiling Runner — As an altemate to the ceiling runner in Item 2A through 2A3, ceiling runner to consist of gaiv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Flange height of slotted ceiling runner shall be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track -Type SDLT B. Studs — Steel studs to be min 3-5/8 in. (92 mm) wide. Studs cut 1/2 in. 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in, resting on and fastened to the floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection runner (Item 2A2) is used, studs secured to vertical clip through slip bushing, supplied, with No.8 by 1/2 in. (13 mm) steel screws at midheight of slot of each slot. When slotted ceiling runner (Item 2A4) is used, steel studs cut in lengths 3/4 to 1-3/4 in. (19 to 44 mm) less than floor to ceiling height and secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long wafer head steel screws at +/- 3/16 in. (5 mm) of the mid -height of slot on each side of wall. A framed opening shall be constructed around each steel structural member A min clearance of 1 in. (25 mm) to a max of 4 in. (102 mm) shall be maintained between the framing and the spray -applied fire resistive material on the two sides of the structural support. The clearance between the framing and the spray -applied fire resistive material on the bottom of the structural steel support shall be max 2 in. (51 mm). Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, number of layers an sheet orientation shall be as specified in the individual U400, V400 or W400 Series Design in the Fire Resistance Directory, except that a max 1 in. (25 mm) gap shall be maintained between top of gypsum board and bottom plane of steel floor units and between the top edge of the gypsum board and the spray applied fire resistive material on the structural steel support. The top row of screws shall be installed into the studs 1 in. (25 mm) below the bottom of the ceiling runner. The hourly ratings of the joint system are dependent on the hourly rating of the wall. . Joint System — Max separation between bottom of floor units and top of gypsum board at time of installation is 1 in. (25 mm). Max separation between spray -applied fire resistive material on bottom of structural support and framed opening in top of wall is 2 in. (51 mm). The joint system is designed to accommodate a max 25 percent compression or extension from its installed width. The joint system consists of a forming material and a fill material between the top of the gypsum board and the bottom of the floor, as follows A. Forming Material* — Nominal 4 in. (1 02 mm) thick pieces of nominal 4 pcf (64 kg/m3) forming material, sized to be flush with both surfaces of wall, placed to fully fill the framed opening around the structural steel support. Forming material to be installed with fibers vertical along the sides of the beam and horizontal at the bottom of the beam. Pieces sized to attain a min compression rate of 50 percent in the thickness direction. Additional mineral wool batt insulation cut into strips to fill the gap between top of the gypsum board and bottom of floor units. Width of the strips shall be equal to the total thickness of the gypsum board. The strips of mineral wool shall be compressed 50 percent in thickness and firmly packed into the gap between the top of gypsum board and bottom of floor units. ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER INC — Type SAF B. Fill, Void or Cavity Material* - Sealant — A min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fill material sprayed of troweled on each side of wall to completely cover mineral wool forming material and to overlap min 1/2 in. (13 mm) onto gypsum board and min 2 in. (51 mm) onto the steel floor units or the spray applied material on the steel floor unit and on the structural support member on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS -SP WB Firestop Joint Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firestop Systems May 23, 2012 C Notes: 1. Refer to section 07840 of the specifications. For Quality Control requirements, refer to the Quality Control portion of the specification. 2. Details shown are typical details. If field conditions do not match requirements of typical details, approved alternate details shall be utilized. Field conditions and dimensions need to be verified for compliance with the details, including but not limited to the following: * Minimum and maximum Width of Joints * Type and thickness of fire -rated construction. The minimum assembly rating of the firestop assembly shall meet or exceed the highest rating of the adjacent construction. 3. If alternate details matching the field conditions are not available, Manufacturer's engineering judgment drawings are acceptable. Drawings shall follow the International Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. 4. References: * Underwriter's Laboratories Fire Resistance Directory * Intertek Directory of Listed Products * NFPA 101 Life Safety Code * All governing local and regional building codes ffirestop System installation must meet requirements of UL 2079 tested assemblies that provide the required assembly rating. 6. All rated assemblies shall be prominently labeled with the following information: *ATTENTION: Fire Rated Assembly * UL System # * Product(s) used * Hourly Rating (Assembly Rating) * Installation Date i FM M M 0 0 Q Z 2 J 0 W Q I 0 } a I I H In 0 Z 3 0 I i - ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 CO Z . m g to 041 Q CL > no � 0 Z ZK W W1 F_ •so 2 0 tD 0 � f- C', R/ W LL 0 O ILLZ CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Fire Stop Joint Details Partition Types 005a I— W Cn 2 0� a. System No. BW -S-0001 June 12, 2003 Assembly Ratings — 1 and 2 Hr (See Item 2) L Rating at Ambient — Less than 1 CFM/Lin Ft L Rating at 400° F — Less than 1 CFM/Lin Ft Joint Width — 3/4 In. Max 1. Floor Assembly — Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Floor may also be constructed of any 6 in. thick UL Classified hollow -core Precast Concrete Units*. See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. 2. Wall Assembly — The 1 or 2 h fire -rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory. In addition, the wall may incorporate a head -of -wall joint system constructed as specified in the HW Series Joint Systems in the UL Fire Resistance Directory. The wall shall include the following construction features: A. Steel Floor Runner — Floor runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B). Floor runners to be provided with min 1-1/4 in. flanges. Runners secured with steel fasteners spaced 12 in. OC. B. Studs — Steel studs to be min 2-1/2 in. wide. Studs cut 1/2 to 3/4 in. less in length than assembly height with bottom nesting in, resting on and fastened to floor runner with sheet metal screws. Stud spacing not to exceed 24 in. OC. C. Gypsum Board* — Gypsum board installed to a min total thickness of 5/8 or 1-1/4 in. on each side of wall for a 1 or 2 hr rated wall, respectively. Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 3/4 in. gap shall be maintained between the bottom of gypsum board and top of concrete floor. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Fill, Void or Cavity Material* Sealant — Max separation between top of floor and bottom of gypsum board is 3/4 in. For 1 and 2 hr rated wall assemblies, min 5/8 in. or 1-1/4 in. thickness of fill material, respectively, installed on each side of the wall between the bottom of the gypsum board and the top of the concrete floor, flush with each surface of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP601S Elastomeric Firestop Sealant, CP606 Flexible Firestop Sealant or FS -ONE Sealant *Bearing the UL Classification Mark Last Updated on 2003-06-12 System No. W -L-5001 May 19, 2005 F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 3/4,1 and 1-1/2 Hr (See Item 3) L Rating At Ambient — 2 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft S Q - A -A.. 1. Wall Assembly — The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) O( B. Gypsum Board* — Nom 5/8 in. (16 mm) thick, 4 ft (122 cat) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Design in the UL Fire Resistance Directory. Max diam of opening is 14-1/2 (368mm) in for wood stud walls and 18 in. (457 mm) for steel stud walls. The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a: hr fire rated wall. 2. Through Penetrants — One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Pipe Covering* — Nom 1 or 2 in. (25 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints sealed with metal fasteners or with butt strip tape supplied with the product. When nom 1 in. (25 mm) thick pipe covering is used, the annular space between the pipe covering and the circular cutout in the gypsum wallboard layers on each side of the wall shall be min 1/4 in. (6 mm) to max 3/8 in. (10 mm) When nom 2 in. (51 mm) thick pipe covering is used, the annular space between the pipe covering and the circular cutout in the gypsum board layers on each side of the wall shall be min 1/2 in. (13 nun) to max 3/4 in. (19 mm) See Pipe and Equipment Covering Materials (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. The hourly T Rating of the firestop system is 3/4 hr when nom 1 in. (25 mm) thick pipe covering is used. The hourly T Rating of the firestop system is 1 hr and 1-1/2 hr when nom 2 in. (52 mm) thick pipe covering is used with 1 hr and 2 h fire rated walls, respectively. 4. Firestop System — Installed symmetrically on both sides of wall assembly. The details of the firestop system shall be as follows: A. Fill, Void or Cavity Materials* — Wrap Strip — Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced of one side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around pipe covering (foil side out) with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular space approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip width protrudes from the wall surface. One layer of wrap strip is required when nom 1 in. (25 mm) thick pipe covering is used. Two layers of wrap strip are required when nom 2 in. (51 mm) thick pipe covering is used. 3M COMPANY — FS -195+ B. Fill, Void or Cavity Materials* — Caulk or Sealant — Min 1/4 in. (6 mm) diam continuous bead applied to the strip/wall interface and to the exposed edge of the wrap strip layer approx 3/4 in. (19 mm) from the wall surface. 3M COMPANY — CP 25WB+, IC 15WB+, FireDam 150+ caulk or FB -3000 WT sealant *Bearing the UL Classification Mark Last Updated on 2005-05-19 System No. W -L-3320 SECTION A -A WL 3320 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. August 14, 2007 F Rating -1 and 2 Hr (See Item 1) T Rating - 0 Hr A �A 1. Wall Assembly — The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — One or two layers of nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Max diam of opening is 5 in. (127 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly. 2. Sleeve — Nom 3 in. (76 mm) diam (or smaller) steel EMT, steel conduit or Schedule 5 (or heavier) steel pipe. The annular space between sleeve and periphery of opening shall be min. 0 in. (point contact) to max 1 in. (25 mm). Maximum projection from wall is 12 in. (305 mm). Sleeve to be rigidly supported on penetrated side of the wall assembly. 3. Cables — Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact) to max 1 in. (25 mm) Cables to be rigidly supported on penetrated side of the wall assembly. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. C. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of % in. (13 mm). D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm). E. Through Penetrating Products*— Max three copper conductor No. 8 AWG . Metal -Clad Cable+. AFC CABLE SYSTEMS INC F. Max 3/C (with ground) No. 8 AWG (or smaller) copper conductor cable with PVC insulation and jacketing. G. Max 3/4 in. (19 mm) diam copper ground cable with or without a PVC jacket. H. Fire Resistive Cables* — Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable. A min 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. 4. Fill, Void or Cavity Material++— Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with surface of wall. Min 1/2 in. (13 mm) diam bead of sealant applied at point contact location. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS -ONE Sealant, CP601S Elastomeric Sealant, CP 606 Sealant, CP618 Putty ++ Bearing the UL Classification Mark C US CLASS IF IED System No. W -L-3320 WL 3320 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. August 14, 2007 F Rating -1 and 2 Hr (See Item 1) T Rating - 0 Hr System No. W -L-3334 March 29, 2012 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Ratings -1, 2,3 and 4 Hr (See Item 1) F Ratings -1, 2, 3 and 4 Hr (See Item 1) T Ratings - 0,1,1-3/4, 2, 3 and 4 Hr (See Items 2 and 3) FT Ratings - 0,1,1-3/4,2,3 and 4 Hr (See Items 2 and 3) L Rating At Ambient- Less Than 1 CFM. (See Item 2) FH Ratings -1, 2, 3 and 4 Hr (See Item 1) L Ratings At 400 F -1 and Less Than 1 CFM (See Item 2) FTH Ratings - 0,1,1-3/4,2,3 and 4 Hr (See Items 2 and 3) L Rating At Ambient - Less Than 1 CFM (See Item 2) L Ratings At 400 F -1 and Less Than 1 CFM (See Item 2) A A T Bey •5 1. Wall Assembly — The 1, 2, 3 or 4 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described within the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features: A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC for 1 and 2 hr wall assemblies. Steel Studs to be 3-5/8 in. (92 mm) for 3 and 4 hr wall assemblies. B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Opening in gypsum board to be max 2-1/2 in. (64 mm) diam for 2" device and max 4-1/2 in. (114 mm) diam for 4" device. The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed. 2. Cables — Within the loading area for each firestop device, the cables may represent a 0 to 100 percent visual fill. Cables to be tightly bundled within the device and rigidly supported on both sides of wall assembly. Any combination of the following types of cables may be used: A. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation. B. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation. C. Max 4/0 AWG Type RHH ground cable. D. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables. E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing. F. Fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation having a max diam of 1/2 in. (13 mm). G. Max 20/C No. 22 AWG shielded printer cable with PVC jacket. H. Through -Penetrating Product* - Two copper conductors No. 18 AWG (or smaller) Power or Non Power Limited Fire Alarm Cable with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC I. Max. 1/4 in. (6 mm) diameter S -Video Cable consisting of 2 max 24 AWG 75 ohm coax or twisted pair cable with PE insulation and PVC jacket. J. Max 3/C No 12 AWG MC Cable. K. Through Penetrating Product* — Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the Through Penetrating Product category. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers. For opening with cables, when the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 0 hr. For opening with cables, when the hourly rating of the wall assembly is 2 hr, the T, FT and FTH Ratings are 1-3/4 hr except that, when Item 2C, 2G, 2I, 2J or 2K is used, the T, FT and FTH Ratings are 1 hr for 2C, 2 OR 2I and the T, FT and FTH Ratings are 1/2 hr for 2J or 2 K (see Item 3 also). When the hourly rating of the wall assembly is 3 or 4 hr, the T, FT and FTH Ratings are 2 hr. L Ratings apply only when device flanges and CP 606 or FS -One Sealant are used. See Table below for L Ratings. Max Cable Fill Cable Type L Rating, CFM/Sq Ft L Rating, CFM Ambient 400°F Ambient 400*F 0% - Less than1 Less than1 Less than1 Less than1 1009/6 Item 2D only 5 1 Less than 1 Less than 1 100% Any cables (Item 2) in any combination 9 10 Less than 1 1 3. Firestop Device* — Firestop device consists of a corrugated steel tube with an inner plastic housing, intumescent material rings and twisted inner fabric smoke seal. Firestop device to be installed in accordance with the accompanying installation instructions. As an option, the inner fabric seal may remain open except that, to attain the L Rating, the inner fabric seal shall be twisted to completely close off the opening within device. Device slid into wall such that ends project an equal distance from the approximate centerline of the wall assembly. The annular space between the device and the periphery of the opening shall be min 0 in. (point contact). Device provided with flanges that are spun clockwise onto device threads, butting tightly to both sides of wall. Device flanges are optional. When the device flanges are not used, the T, FT and FTH Ratings for the firestop system are 0 hr. For blank opening (no cables), the T, FT and FTH Ratings for the firestop system equal the F and FH Ratings only when the device flanges are used. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 653 2" Speed Sleeve and CP 653 4" Speed Sleeve 4. Fill, Void or Cavity Material* - Sealant — Min 1/2 in. (13 mm) thickness of fill material applied within the annulus between firestop device and wall, flush with both surfaces of wall, and an additional 1/4 in. (6 mm) bead applied around periphery of device. When device flanges are used, gypsum drywall compound may be used in place of the fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS -ONE or CP 606 Sealant *Bearing the UL Classification Mark Last Updated on 2012-03-29 Design No. U425 November 01, 2012 (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior Face Only, (See Items 4 and 5) Bearing Wall Rating — 45 Min, 1,1-1/2 or 2 HR. (See Items 2 and 4) Load Restricted for Canadian Applications — See Guide BXUV7 INTERIOR WALL HORIZONTAL SECTION EXTERIOR 'BALL" INTERIOR { FIRE SIDE HORIZONTAL SECTION 1. Steel Floor and Ceiling Tracks — (Not Shown) — Top and bottom tracks of wall assemblies shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs — Min 3-1/2 in. wide, No. 20 MSG (0.0329 in., min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 3. Lateral Support Members — (Not shown) — Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board* — Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally unless specified below. The thickness and number of layers and percent of design load for the 45 min,1 hr, 1-1/2 hr and 2 hr ratings are as follows: Rating 45 min 1 hr 14/2 hr 2 hr Interior Walls Wallboard Protection Both Sides of Wall - No. of Layers & Thkns of Board In. Each Layers 41 layer,l/2 in. thick *1 layer, 5/8 in. thick *2 layers, 1/2 in. thick *2 lavers, 5/8 in. thick or % of Design Load *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls Rating Wallboard Protection % of on Interior Side of Wall - Design Load No. of Layers & Thkns of Board In. Each Layers 1 hr 2 lavers, 1/2 in. thick 1-1/2 hr 2 layers, 5/8 in. thick 100 2r 3 layers, 1/2 m. c 100 _-_ _ -_ 2 layers, 3/4 in. thick 100 Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board (CKNX) Category — for names of Classified companies of 1/2 in. or 5/8 in. thick wallboard. See below for Classified Companies of 3/4 in. thick wallboard. 4A. Gypsum Board — Nom. 3/4 in. gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. The thickness and number of layers and percent of design load for the 2 hr ratings are shown in the table above. ACADIA DRYWALL SUPPLIES LTD — Type X CGC INC — Types AR, IP -AR, IP -X3, or ULTRACODE UNITED STATES GYPSUM CO — Types AR, IP -AR, IP -X3, or ULTRACODE USG MEXICO S A DE C V — Types AR, IP -AR, IP -X3, or ULTRACODE 4B. Gypsum Board* — As an alternate to Item 4 - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in, and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers on interior walls (multilayer systems) staggered a min of 12 in. TEMPLE-INLAND — GreenGlass Type X NATIONAL GYPSUM CO — Type FSW-6. (CONTINUED) 4C. Gypsum Board* — (As an alternate to Items 4 and 4A) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 6. CERTAINTEED GYPSUM INC — Type SilentFX NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board. 4D. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4B) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527. 5. Gypsum Sheathing — For exterior walls, 1/2 or 5/8 in. thick Classified or unclassified exterior gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing. a. Siding, Brick, or Stucco — Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. When a min 3-3/4 in. thick brick veneer facing is used, Foamed Plastic (Item 10) may be used. b. Cementitious Backer Units* — 1/2 or 5/8 in, thick, square edge boards, attached to steel studs over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, wafer head steel screws, spaced 8 in. OC. Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO — Durock Exterior Cement Board or Durock Brand Cement Board. c. Fiber -Cement Siding — Fiber -cement exterior sidings including smooth and patterned panel or lap siding. d. Molded Plastic* — Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC •YtIICeI.1M, 440 e. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP -108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. f. Building Units* — (Not Shown) - 3 in. thick 18 x 24 in. cellular glass blocks, applied to the gypsum sheathing (Item 5) with PC 88 adhesive or fastened with F anchors spaced a maximum 24 in. OC. F anchors fastened to framing members with 1-1/4 in. long #6 drywall screws. PITTSBURGH CORNING CORP — Type FoamGlas 6. Fasteners — (Not Shown) — Screws used to attach wallboard to studs: self -tapping bugle head sheet steel type, spaced 12 in. O.C. First layer Type S-12 by 1 in. long for 1/2 and 5/8 in. thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-5/8 in. long for 1/2 and 5/8 in. thick wallboards and 2-1/4 in. long for 3/4 in. thick wallboard. Third layer Type S-12 by 1-7/8 in. long. 7. Batts and Blankets* — Placed in stud cavities of all exterior walls. May or may not be used in interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 7A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) — Spray applied cellulose 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. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.51b/ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 7B. Fiber, Sprayed* — As an alternate to Item 7 and 7A — Spray applied cellulose 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 4.581b/ft3. NU -WOOL CO INC — Cellulose Insulation 7C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.301bs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 8. Joint Tape and Compound — (Not Shown) — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer layer. 9. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. 10. Foamed Plastic* — Not Shown -For use with brick veneer as outlined in Item 5A - Maximum 2 in. thick rigid polystyrene insulation attached to studs with fasteners of sufficient length to penetrate the foam and 3/16 in. into the stud. A minimum 1 in. air space is to be maintained between the outer surface of the foamed plastic and the inner surface of the brick veneer. OWENS CORNING SPECIALTY & FOAM PRODUCTS 10A. Mortar Drop Protection — (Optional, Not shown) - foamed plastic with mortar control device attached, continuous, by drainage holes at bottom of air space behind brick veneer. OWENS CORNING SPECIALTY & FOAM PRODUCTS — WeepGuard 10B. Foamed Plastic* — Polyisocyanurate foamed plastic insulation boards, any thickness, Classified in accordance with BRYX and / or CCVW. May be used with any exterior facing shown under items 5a, 5c, 5d and 5e. THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) HUNTER PANELS — Type Xci-Class A 11. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Or 2 Hr Systems With All Standard Items Required) -1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide: Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. 2 -Hr System - Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO — Type PermaBase *Bearing the UL Classification Mark Last Updated on 2012-11-01 i N 0 Z Q Z 7 0 J > F - Z W J 0 0 0 N > 0 Q } J I Q Z It0 W J 0 Z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. I� IZIIIIdIIII�� 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 U O I.— i > -0 O o . LL W 0 D LL. Z IIIQ cc (1) Q CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Fire Stop Joint Details Partition Types G005B.DWG 212022.00 WEH DCV ~' W U) 005b W 11/7/2012 Ill M M M 4' 0 ,. FVC ............ FVC - e iY PN 2) ' ..... .......... PN5 5ECOND FLOC F�,, - PH45E 1 1/8" = I' -m" �J 1. COORDINATE WITH THE OWNER THE PHASING AND SHUT -DOWN OPERATIONS PROCEDURE. WORK SHALL NOT BE PERFORMED OVERHEAD WITHOUT PRIOR NOTIFICATION FROM THE DPO. PHI PROVIDE A TEMPORARY BARRIER THAT EXTENDS FROI" I FINISH FLOOR UP TO THE EXISTING CEILING PH2 DOOR ASSEMBLY SHALL BE INSTALLED AFTER THE COMPLETION OF PHASE I AND PHASE II ONCE THE TEMPORARY BARRIER HAS BEEN REMOVED AND PRIOR TO SUBSTANTIAL COMPLETION PH3 TERMINATE ACCESS FROM THE EX15TING EQUIPMENT STORAGE ROOM AND PROVIDE CONSTRUCTION SIGNAGE ON THE INSIDE OF THE ROOM INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITTED BY STAFF PH4 TERMINATE ACCESS TO AND FROM THE SECOND FLOOR FROM THE ELEVATORS AND PROVIDE SIGNAGE ON THE OTHER FLOORS INDICATING THAT ENTRYINTO THE CONSTRUCTION AREA 15 PROHIBITTED BY STAFF PH5 PROVIDE DOOR ASSEMBLY SCOPE OF WORK AS INDICATED IN THE CONSTRUCTION DRAWING AS PRIORITY #1 FOR PHASE 1 SO THAT CONTAINMENT FROM THE ADJACENT EXISTING BUILDING SPACE 15 ACHE I VED PH(o TERMINATE ACCESS FROM THE EXISTING STAIR ONTO THE SECOND FLOOR AND PROVIDE CONSTRUCTION SIGNAGE ON THE INSIDE OF THE STAIR INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITTED BY STAFF. FREE EGRESS FROM THE FLOOR TO THE STAIR SHALL BE MAINTAINED PH7 PROVIDE LOCKABLE DOOR IN THE TEMPORARY BARRIER AND PROVIDE SIGNAGE INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITED BY STAFF. SCO OF WO IN HA5 I PE RK P E EM El } W J F 0 w 0 a X FA 0 w J 0 I 3 z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 r r r.•' LL.. r'! .rr Z ':- ... .. .., ... ;: K :a ii .i • • • • ..tis •''. •.• p„ w J R r:,:A • SCOFF OF RENOV,41ION E'r FLAN - 5rCONI) LCC NTS EM El } W J F 0 w 0 a X FA 0 w J 0 I 3 z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Phase 1 "11 11/7/2012 W U) W 13 Z p„ w J LL O_Q LU O ~ ' it z Z) Q U) Q w. y W `. LL CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Phase 1 "11 11/7/2012 W U) W 13 M3 EM M 5ECCNE) FL00R = PHAaE 2 1/8" = 1'-0" 01"'L'11.1 N -l!", 0 \a I. COORDINATE WITH THE OWNER THE PH45ING AND SHUT -DOWN OPERATIONS PROCEDURE. WORK SHALL NOT BE PERFORMED OVERHEAD WITHOUT PRIOR NOTIFICATION FROM THE DPO. E" I VOT S PHI PROVIDE A TEMPORARY BARRIER THAT EXTENDS FROM FINISH FLOOR UP TO THE EXISTING CEILING PH2 DOOR ASSEMBLY SHALL BE INSTALLED AFTER THE COMPLETION OF PHA5E I AND PHASE 11 ONCE THE TEMPORARY BARRIER HAS BEEN REMOVED AND PRIOR TO SUBSTANTIAL COMPLETION PH3 TERMINATE ACCESS FROM THE EXISTING EQUIPMENT STORAGE AND OFFICE AND PROVIDE CONSTRUCTION 51GNAGE ON THE CORRIDOR SIDES OF THE ROOMS INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITED BY STAFF PH4 PROVIDE A LOCKABLE DOOR IN THE TEMPORARY BARRIER AND PROVIDE SIGNAGE INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITED BY STAFF. PHE SCOPE OF WORK IN THE HATCHED AREA SHALL BE DONE DURING REGULAR OPERATING HOURS THROUGHOUT THE DAY. FREE EGRESS 5HALL BE MAINTAINED AS WELL 5COPE OF WORK IN I=PA5E 2 M EA M N F W 17 0 a LU i T, Q a a w w P. ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA. Architect Registration: William E. Hereford III AR96247 F Z O F� PAT. RM. LL O TYPE 2 LU 285 TOILET (af p O 286A . .�. 5ECCNE) FL00R = PHAaE 2 1/8" = 1'-0" 01"'L'11.1 N -l!", 0 \a I. COORDINATE WITH THE OWNER THE PH45ING AND SHUT -DOWN OPERATIONS PROCEDURE. WORK SHALL NOT BE PERFORMED OVERHEAD WITHOUT PRIOR NOTIFICATION FROM THE DPO. E" I VOT S PHI PROVIDE A TEMPORARY BARRIER THAT EXTENDS FROM FINISH FLOOR UP TO THE EXISTING CEILING PH2 DOOR ASSEMBLY SHALL BE INSTALLED AFTER THE COMPLETION OF PHA5E I AND PHASE 11 ONCE THE TEMPORARY BARRIER HAS BEEN REMOVED AND PRIOR TO SUBSTANTIAL COMPLETION PH3 TERMINATE ACCESS FROM THE EXISTING EQUIPMENT STORAGE AND OFFICE AND PROVIDE CONSTRUCTION 51GNAGE ON THE CORRIDOR SIDES OF THE ROOMS INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITED BY STAFF PH4 PROVIDE A LOCKABLE DOOR IN THE TEMPORARY BARRIER AND PROVIDE SIGNAGE INDICATING THAT ENTRY INTO THE CONSTRUCTION AREA 15 PROHIBITED BY STAFF. PHE SCOPE OF WORK IN THE HATCHED AREA SHALL BE DONE DURING REGULAR OPERATING HOURS THROUGHOUT THE DAY. FREE EGRESS 5HALL BE MAINTAINED AS WELL 5COPE OF WORK IN I=PA5E 2 M EA M N F W 17 0 a LU i T, Q a a w w P. ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA. Architect Registration: William E. Hereford III AR96247 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Phase 2 G007.DWG 212022.00 WEH NDH 007 11/7/2012 H LLI () W d Z O �C LL O G� LU O (af p O . .�. z z D � Q a CoLU �= w CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Phase 2 G007.DWG 212022.00 WEH NDH 007 11/7/2012 H LLI () W d M M Ea STAIR NOL I NC �� w - �rrrwaxF 45 MME11 gt .x 225 ---- "' c SSR 46 W100 R .3 s its 9RSClFIAGC -0.5" DdVFD£D �r 2 « 22S IL5f4'1 M S.CCSNOl2F - V.HCI nue f$ .. �,� k�6i} .. .. ! ,.�..�..I.�3 ,•AaR�.�•a' z� d I �'oQ��11�''�'. �,.? T 3 WACETY MR44a - Aw DMDED BY l - 22 y q. ojp - 46' OVDED BY. m 95:4 -"w.,, u y Z , } •. - " '; 1;w1 CC dN•fiC.Fd.flf.6 :. I C3#? fP1CrZA,:- •..•. ', .:.. o cw,,"9ra 163 OMINCE 4D' DAAW BY A 8 22t' S 4FR 49i" DMKO BY _3 ." 153 Dom£ v 09" DMOW * .2 = 229 MCI rip n1wN"w.<S - kiwi MIN LABOR & DELIVERY BEDS (EXISTING) P 5LD COUNT - FIR57 FLOOR NTS BE D T►BU CATION CHART TOTAL BED COUNT POST RENOVATION OF REHAB UNIT ON 2ND FLOOR AREA BED COUNT LEVEL 1 LABOR DELIVERY .... .....................................8 OVEN HEART INTENSIVE CARE UNIT ........... 12 LEVEL 2 2 NEST....... • ..... • ............. ....................................59 REHAB (CMR)...................................................13 OB/GYN (WOMEN'S) ........................................ 11 LEVEL 3 -^YJ WEST.... .. ....................... ■................................48 Y EAST .............................................................. 48 IC U .................. ...... .. ............ .. ................ ............... 16 HOSPITAL TOTAL..........................................215 . " 1! OPEN HEART INTENSIVE CARE UNIT 12 BEDS (EXISTING) GRAPHICAL LEMEND SINGLE OCCUPANCY PATIENT ROOM a DOUBLE OCCUPANCY PATIENTROOM 5FE) COUNT - THIRD rLCCIR NT5 STAIR NO 1 CAPACITY - 153 ENTRANCE -- 45" DIVIDED BY .2 = 225 SVVp - .46V1DW BY .3 .= 15.3 (rXHARU - 45 DIVIDED BY .2 = 2.25 LEVEL OF D€SCHARGE - LEVEL ONE NMBm 1 II STAIR NO. 3 '�;' CAPACIPf 153 { . ENTRANCE - 45" DIVIDED BY .2 - 2.:25 l <. STAIR 46" DIVIDED BY .3 = 153 DISCHARGE - 45' DIVIDED BY .2 = 225 LEVEL L DISCHARGE -LEVEL ONE ' ~\ 13 BEDS (RENOVATION) 0 dbAin- .. STAIR NO. 5 STAIR NO.4 CAPACITY - 153 CAPACITY ENTRANCE -.. 00 DMDED BY .2 = 225 ENTRANCE -- 45" DIVIDED BY .2 - 225 STAIR - 46` DIVIDED BY ..3 = 15.3 STAIR _ 46' DIVIDED BY .3 = 153 a DISCHARGE - 45" WIDED BY .2 = 226 DISCHARGE - 45" DIVIDED BY .2 = 225 LEVEL, OF DISC'HA. - LEVEL ONE iEWL OF DISCHARGE - I..EVEI. ONE " II BFID CCUNT = 5FCOND FLOO F-�, NT5 STAIR NO.1 CAPACITY - 153 ENRANCE - 4.5" DrYIDED BY .2 - 225 STAIR - 46" DMDED BY .3 - 153 DISCHARGE ,., 45" DIVIDED BY .2 = 225 LEVEL t DItiARGE _LEVEL ONE STAIR NO. 3 CAPACITY - €53 ENTRANCE - 45" DIVIDED BY ,2 - 225 STAID 46" DIVIDED BY ,3 w 153 DISCHARGiF 45" DM DED BY .2 = t25 LEVEL OF DISCHARGE LEVEL ONE EM 0 I z 0 W 7 0 J 0 0 0 z 0 N 0 Q z Q J L 0 W a 0 a W I N (7 z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA. A - Architect Registration: William E. Hereford III AR96247 07 STJAIR NOL 4 + cAwffY - 163 O fO:FRfA19CE ,-45' D4?4W sy w 2r ' 3 ". swp, -0. Mow ;3Y .3 .. w +• d ..`>'oLe A;: DWWa ^ 49" DMDW W,2 = 226 I FfilF.`.I. fl� TNk'lYPd2!'d'. d 9.€Vki. f57E P 5LD COUNT - FIR57 FLOOR NTS BE D T►BU CATION CHART TOTAL BED COUNT POST RENOVATION OF REHAB UNIT ON 2ND FLOOR AREA BED COUNT LEVEL 1 LABOR DELIVERY .... .....................................8 OVEN HEART INTENSIVE CARE UNIT ........... 12 LEVEL 2 2 NEST....... • ..... • ............. ....................................59 REHAB (CMR)...................................................13 OB/GYN (WOMEN'S) ........................................ 11 LEVEL 3 -^YJ WEST.... .. ....................... ■................................48 Y EAST .............................................................. 48 IC U .................. ...... .. ............ .. ................ ............... 16 HOSPITAL TOTAL..........................................215 . " 1! OPEN HEART INTENSIVE CARE UNIT 12 BEDS (EXISTING) GRAPHICAL LEMEND SINGLE OCCUPANCY PATIENT ROOM a DOUBLE OCCUPANCY PATIENTROOM 5FE) COUNT - THIRD rLCCIR NT5 STAIR NO 1 CAPACITY - 153 ENTRANCE -- 45" DIVIDED BY .2 = 225 SVVp - .46V1DW BY .3 .= 15.3 (rXHARU - 45 DIVIDED BY .2 = 2.25 LEVEL OF D€SCHARGE - LEVEL ONE NMBm 1 II STAIR NO. 3 '�;' CAPACIPf 153 { . ENTRANCE - 45" DIVIDED BY .2 - 2.:25 l <. STAIR 46" DIVIDED BY .3 = 153 DISCHARGE - 45' DIVIDED BY .2 = 225 LEVEL L DISCHARGE -LEVEL ONE ' ~\ 13 BEDS (RENOVATION) 0 dbAin- .. STAIR NO. 5 STAIR NO.4 CAPACITY - 153 CAPACITY ENTRANCE -.. 00 DMDED BY .2 = 225 ENTRANCE -- 45" DIVIDED BY .2 - 225 STAIR - 46` DIVIDED BY ..3 = 15.3 STAIR _ 46' DIVIDED BY .3 = 153 a DISCHARGE - 45" WIDED BY .2 = 226 DISCHARGE - 45" DIVIDED BY .2 = 225 LEVEL, OF DISC'HA. - LEVEL ONE iEWL OF DISCHARGE - I..EVEI. ONE " II BFID CCUNT = 5FCOND FLOO F-�, NT5 STAIR NO.1 CAPACITY - 153 ENRANCE - 4.5" DrYIDED BY .2 - 225 STAIR - 46" DMDED BY .3 - 153 DISCHARGE ,., 45" DIVIDED BY .2 = 225 LEVEL t DItiARGE _LEVEL ONE STAIR NO. 3 CAPACITY - €53 ENTRANCE - 45" DIVIDED BY ,2 - 225 STAID 46" DIVIDED BY ,3 w 153 DISCHARGiF 45" DM DED BY .2 = t25 LEVEL OF DISCHARGE LEVEL ONE EM 0 I z 0 W 7 0 J 0 0 0 z 0 N 0 Q z Q J L 0 W a 0 a W I N (7 z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA. A - Architect Registration: William E. Hereford III AR96247 07 O > LL z w �.. o 6 O ~� z I z Q aIc p U) M) 2 w CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Facility Bed Count G008.DWG 212022.00 WEH WEH 11/7/2012 H LU (n H w 0- N N 2 T/EXIST. SLAB EL. = 38'-0"(ABOVE FIRST FLOOR) Ex. 61/4" LIGHTWEIGHT STRUCTURAL CONC. SLAB W/ WW F 6x6 -W 1.4xW 1.4 AND 3" COMPOSITE DECK (Ex. 6 1/4" TOTAL DEPTH) W 16x26 = _ s © C,4 N N N z N X N V CV HHHH^ X qT W 21 x44 W 16x26 a s , co x � I 7 - - - - - - - 5200 6 N f° S200 t!') 5 z N 8 N V 7 G `C1 ' z C X C S200 `� HSS6x6x1/4 SCREENWALL p POST TYP. E z • 1^;, z H ---- W21x44 r° W16x26z NO METAL PANEL OR LOW HSS THIS BAY G 0) s f - 4 `.. O _ f f: � N CO i Xz X vX m T W 16x31 I G-5 - - - - _ _ J ------ -- - 04 Q, KNOCK OUT o I' NEW OPENINGS x J SLAB�QR SEE MECH. DW G'S. N = I FUTUREy x FOR SIZE & LOCATION STAIRI - - -- _ W 21x44 s " �18x3a CURB t z '' 49 HOUSING TWYPXALL x MAX. WT= COL. a 2,7001bs. i = 8" TYP. i T NEW - N _ C8x11.5_ t N _ O 0 0 FRAMING - - - ' N X N NC14 , s a �v v= v v;t j z i s 4'-0" (� 8'-10" 8'-10" 8'-9" '�' 4'-0" F.V. F.V. F.V. W 18x35 W 14x22 F - :......................................................................................................................................................................:.:........................................................................................................:.:: 1 1. I � I I I I 26'-6" 17'-6" 3 2 1 I►� Roof Framing Plan 0' 4' 8' 16' GENERAL 1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, ENGINEER, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD OR ANY OF THE STRUCTURAL ENGINEER OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. 2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. 3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE. 4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. 5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. 6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS. 7. CONTRACTOR SHALL OBTAIN AND COORDINATE OPENING LOCATIONS AND DIMENSIONS AND CURB LOCATIONS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. 8. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. 9. CONTRACTOR SHALL VERIFY EQUIPMENT WEIGHTS, REQUIRED OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS ARE IN AGREEMENT WITH FINAL ARCHITECTURAL AND MECHANICAL SHOP DRAWINGS AND SUBMITTALS. 10. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, SAFETY, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. 11. REPRODUCTION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. 12. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DETAILS. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE ARCHITECT/STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL ENGINEER. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE ARCHITECT/STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. 4 NOTE: CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO THE EXISTING BUILDING BEFORE FABRICATION AND CONSTRUCTION. (V N F O M N - x -0-4 N � ( W 21 x44 z W 21 x44 N N a I r+ r g z N dy X: NEWPEN'G. [ NEW SEE MECH. FOR C8x11.5 SIZE AND LOCATION W 1x44 J i ..... . ..... NEW C8x11.5\ X s ( EXISTING C PENING C81 Ix TO REMAIN � y N N N N z V_ _� I I s INFILL EXSTING OPENING T/EXIST. SLAB EL. = 25'-4"(ABOVE FIRST FLOOR) Ex. 6 1/4" LIGHTWEIGHT STRUCTURAL CONC. SLAB W/ WWF 6x6-W1.4xW1.4 AND 3" COMPOSITE DECK (Ex. 6 1/4" TOTAL DEPTH) X - X-- qt .V16x26 e� W 16x26 W1 NN X I I I 17'-6" 2 1 Third Floor Framing Plan 0' 4' 8' 16' METAL PANEL SYSTEM 1. METAL PANEL SHALL BE EXTRUDED ALUMINUM STORM PANEL BY ROLLADEN, INC., HALLENDALE, FLORIDA, OR EQUIVALENT BEARING A CURRENT NOA (NOTICE OF ACCEPTANCE) FROM MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE. 2. PANELS SHALL BE ANCHORED TO STEEL SUPPORT FRAMING WITH MINIMUM 1/4" DIAMETER KWIK-FLEX SELF DRILLING SCREWS, OR EQUAL, SPACED AT NOT MORE THAN 6 -INCHES (ALTERNATING FLUTES). SCREWS SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION 2003.8.4 WITH RESPECT TO CONTACT OF DISSIMILAR METALS. IF MANUFACTURES CONNECTION RECOMMENDATION DIFFER FROM ABOVE THE MOST STRINGENT SHALL CONTROL. 3. AT CORNERS AND ENDS WHERE METAL PANELS TERMINATE, PANELS SHALL BE LOCATED SUCH THAT THERE IS FULL CONTACT WITH THE SUPPORT FRAMING. ANCHOR PANELS AT SCREWS PA END CONDITIONS WITH SELF DRILLING SC S ED AT NOT MORE THAN 12 -INCHES SPACED ALONG HEIGHT. MECHANICAL EQUIPMENT AND ANCHORAGE 1. WEIGHTS LISTED ON THE PLANS INCLUDE ALLOWANCES FOR CURBS AND ACCESSORIES. IF WEIGHT OR SIZE OF SELECTED UNIT EXCEEDS WHAT IS SHOWN, NOTIFY ARCHITECT AND STRUCTURAL ENGINEER. 2. MECHANICAL UNIT TO HAVE NOA (MIAM-DADE COUNTY NOTICE OF ACCEPTANCE) RATING FOR USE WITH WINDS AT THE PROJECT LOCATION AS REQUIRED BY THE BUILDING CODE AND THE MECHANICAL SPECIFICATIONS. 3. ALL CURBS FOR UNITS AND DUCTS TO BE NOA COMPLIANT. SUBMIT CALCULATIONS SIGNED, SEALED, AND DATED BY AN ENGINEER LICENSED IN FLORIDA SHOWING ANCHORAGE COMPLIES WITH PROJECT WIND REQUIREMENTS. €956 0 LU ' W STRUCTURAL ENGINEERS Z'. Q' 0 STANLEY V. UNDS€w W ANO A55000ATF5, LTO Z 0 5500 MARYLAND WAY ((� SUIT62,0 [11 BRENTWOOD, "tN 170-27 0) W tNW'WADLAL COM -i Z 7 r 6t5 po a73.5 0 F 615 320 0387 J Q PROJECT Na 112201.00 OOA No COAI329 f - Z } W J 0 Z 0 Q 0 Z } J W F 0 N F I } d 0 N W W Z d 0 W Z 7 F W (Y W m J J I N 0 W a F Q IL F ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com NASHVILLE TAMPA REVISIONS i M9 Thomas S. Tarpy Jr. P.E. Registration No. 039200 U) z 0 3 " LL J iLL Z 4= e C) LLI UL M 0 O 5LL- .m r Z Q mw F Q LLJ CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL. 32771 FRAMING PLANS & STRUCTURAL NOTES 212022.00 MH KP I-_ w 5100 w 11 /07/2012 � GENERAL STRUCTURAL NOTES: 5. RENOVATION PROJECTS MAY REQUIRE FIELD DIRECTED MODIFICATIONS BASED ON 13. WHERE A SECTION OR DETAIL IS SHOWN OR DETAILED FOR ONE CONDITION, IT SHALL EXISTING CONDITIONS. THE STRUCTURAL ENGINEER SHALL PROVIDE MODIFICATIONS APPLY TO ALL SIMILAR AND LIKE CONDITIONS. DETAILS LABELED "TYPICAL" ON THE OR ADDITIONS TO THE EXISTING STRUCTURE BASED ON FIELD OBSERVATIONS OR STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT REPORTS. THE CONTRACTOR SHALL DOCUMENT ANY FIELD DIRECTED MODIFICATIONS ARE THE SAME OR SIMILAR. THE CONTRACTOR SHALL CONSIDER ALL OF THE CONTRACT AND SHALL SUBMIT THE NECESSARY DOCUMENTATION TO THE OWNER. DOCUMENTS IN DETERMINING SIMILAR AND LIKE CONDITIONS. 6. IN THE PROFESSIONAL OPINION OF STANLEY D. LINDSEY & ASSOCIATES, LTD. 14. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OR ANCHORAGE THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN OF EQUIPMENT CURBS, CURB CAPS, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE ABOVE REFERENCED NOT SHOWN IN THE STRUCTURAL DOCUMENTS. STRUCTURAL ENGINEER OF RECORD IS NOT BUILDING CODE. RESPONSIBLE FOR THE CONNECTION OF THESE SYSTEMS TO THE STRUCTURE. SUCH SYSTEMS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE PROJECT STATE AND SHALL BE FURNISHED AND INSTALLED BY OTHERS AS REQUIRED BY OTHER PORTIONS OF STRUCTURAL STEEL THE CONTRACT DOCUMENTS. 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE AISC CODE/DESIGN CRITERIA "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2010 2. STRUCTURAL STEEL SHALL BE OF THE FOLLOWING GRADE UNLESS NOTED OTHERWISE ON EDITION. DRAWINGS: 2. GRAVITY LOADS 2.1 SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM THE EXISTING STRUCTURE HAS BEEN VERIFIED USING THE FOLLOWING LOADS. TO ASTM A500, GRADE B. 2.1 UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE): 2.2 ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B. GENERAL AREAS (TYPICAL UPPER FLOOR AREAS) 80 PSF (INCLUDES PARTITIONS) 2.3 OTHER STEEL SHAPES (CHANNELS, ANGLES, PLATES) MAY CONFORM TO ASTM A36. CORRIDORS - ABOVE FIRST FLOOR 80 PSF MECHANICAL ROOMS 150 PSF (NON-REDUCIBLE) 3. BOLTS AND ANCHOR RODS: 2.2 UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE): 3.1 ALL CONNECTIONS SHALL BE SLIP CRITICAL WITH A MINIMUM 3/4" DIAMETER A325 HIGH-STRENGTH BOLTS. BOLT SHEAR STRENGTH SHALL BE DETERMINED ROOF 20 PSF IN ACCORDANCE WITH TABLE 7-3 IN THE AISC "STEEL CONSTRUCTION MANUAL", PONDING EFFECTS HAVE BEEN INCLUDED. 13TH EDITION. 3. WIND LOADS: 3.2 ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, THREADED EACH END UNLESS NOTED OTHERWISE. ULTIMATE DESIGN WIND SPEED (3 -SECOND GUST) = 143 MPH NOMINAL DESIGN WIND SPEED (3 -SECOND GUST) = 111 MPH 4. CONNECTIONS: RISK CATEGORY = IV EXPOSURE = D 4.1 STEEL CONNECTIONS SHALL BE DETAILED BASED ON THE DESIGN INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. DEVIATION FROM THE CONNECTION FOR COMPONENT AND CLADDING AND ROOFTOP EQUIPMENT WIND PRESSURES REFER DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED TO SHEET S200. WITHOUT ADVANCE WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD (SEOR). 4. SPECIAL INSPECTIONS: 4.2 STANDARD SHEAR CONNECTIONS SHALL BE DETAILED AS DOUBLE -ANGLE, SINGLE - 4.1 SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE BUILDING CODE PLATE, SINGLE -ANGLE, OR TEE CONNECTIONS IN ACCORDANCE WITH CONNECTION AND THE REQUIREMENTS OF THE FLORIDA STATUTES FOR THRESHOLD BUILDINGS: TABLES IN THE "STEEL CONSTRUCTION MANUAL", 13TH EDITION, PART 10. THE INSPECTIONS AS DEFINED IN THE THRESHOLD PLAN SHALL BE MADE BY A CDSE SHALL SUBMIT SIGNED AND SEALED CALCULATIONS FOR ALL SHEAR QUALIFIED PERSON APPROVED AS A THRESHOLD INSPECTOR. INSPECTOR SHALL CONNECTIONS THAT CANNOT BE DETAILED COMPLETELY FROM THE ABOVE MANUAL OBSERVE WORK FOR CONFORMANCE WITH THE APPROVED DRAWINGS AND FOR REVIEW BY THE SEOR. SPECIFICATIONS. 4.3 FOR WELDED CONNECTIONS, USE PREQUALIFIED WELDED JOINTS IN ACCORDANCE 4.2 INSPECTION REPORTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, WITH AISC AND THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING ARCHITECT, AND STRUCTURAL ENGINEER. DISCREPANCIES SHALL BE BROUGHT TO SOCIETY. "NON -PREQUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR TO THE ATTENTION OF THE CONTRACTOR, AND, IF NOT CORRECTED, SHALL BE FABRICATION. REPORTED TO THE BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. 4.4 THE REQUIRED REACTION USING LRFD LOAD COMBINATIONS SHALL BE 10 KIP 4.3 SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE SHEAR CAPACITY FOR CHANNELS. STRUCTURAL WORK WAS, TO THE BEST OF THEIR KNOWLEDGE, PERFORMED IN ACCORDANCE WITH THE APPROVED DRAWINGS, SPECIFICATIONS, AND THE 4.5 REVIEW OF THE SHOP DRAWINGS BY THE SEOR DOES NOT RELIEVE THE CONTRACTOR BUILDING CODE. OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS. 4.4 THE THRESHOLD INSPECTION PLAN IS PROVIDED BY THE STRUCTURAL ENGINEER IN SPECIFICATION SECTION 014524. 5. ALL STEEL AND CONNECTORS EXPOSED TO WEATHER OR MOISTURE SHALL BE GALVANIZED. METAL PANEL SYSTEM 1. METAL PANEL SHALL BE EXTRUDED ALUMINUM STORM PANEL BY ROLLADEN, INC., HALLENDALE, FLORIDA, OR EQUIVALENT BEARING A CURRENT NOA (NOTICE OF ACCEPTANCE) FROM MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE. 2. PANELS SHALL BE ANCHORED TO STEEL SUPPORT FRAMING WITH MINIMUM 1/4" DIAMETER KWIK-FLEX SELF DRILLING SCREWS, OR EQUAL, SPACED AT NOT MORE THAN 6 -INCHES (ALTERNATING FLUTES). SCREWS SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION 2003.8.4 WITH RESPECT TO CONTACT OF DISSIMILAR METALS. IF MANUFACTURES CONNECTION RECOMMENDATION DIFFER FROM ABOVE THE MOST STRINGENT SHALL CONTROL. 3. AT CORNERS AND ENDS WHERE METAL PANELS TERMINATE, PANELS SHALL BE LOCATED SUCH THAT THERE IS FULL CONTACT WITH THE SUPPORT FRAMING. ANCHOR PANELS AT SCREWS PA END CONDITIONS WITH SELF DRILLING SC S ED AT NOT MORE THAN 12 -INCHES SPACED ALONG HEIGHT. MECHANICAL EQUIPMENT AND ANCHORAGE 1. WEIGHTS LISTED ON THE PLANS INCLUDE ALLOWANCES FOR CURBS AND ACCESSORIES. IF WEIGHT OR SIZE OF SELECTED UNIT EXCEEDS WHAT IS SHOWN, NOTIFY ARCHITECT AND STRUCTURAL ENGINEER. 2. MECHANICAL UNIT TO HAVE NOA (MIAM-DADE COUNTY NOTICE OF ACCEPTANCE) RATING FOR USE WITH WINDS AT THE PROJECT LOCATION AS REQUIRED BY THE BUILDING CODE AND THE MECHANICAL SPECIFICATIONS. 3. ALL CURBS FOR UNITS AND DUCTS TO BE NOA COMPLIANT. SUBMIT CALCULATIONS SIGNED, SEALED, AND DATED BY AN ENGINEER LICENSED IN FLORIDA SHOWING ANCHORAGE COMPLIES WITH PROJECT WIND REQUIREMENTS. €956 0 LU ' W STRUCTURAL ENGINEERS Z'. Q' 0 STANLEY V. UNDS€w W ANO A55000ATF5, LTO Z 0 5500 MARYLAND WAY ((� SUIT62,0 [11 BRENTWOOD, "tN 170-27 0) W tNW'WADLAL COM -i Z 7 r 6t5 po a73.5 0 F 615 320 0387 J Q PROJECT Na 112201.00 OOA No COAI329 f - Z } W J 0 Z 0 Q 0 Z } J W F 0 N F I } d 0 N W W Z d 0 W Z 7 F W (Y W m J J I N 0 W a F Q IL F ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com NASHVILLE TAMPA REVISIONS i M9 Thomas S. Tarpy Jr. P.E. Registration No. 039200 U) z 0 3 " LL J iLL Z 4= e C) LLI UL M 0 O 5LL- .m r Z Q mw F Q LLJ CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL. 32771 FRAMING PLANS & STRUCTURAL NOTES 212022.00 MH KP I-_ w 5100 w 11 /07/2012 � E NEW HSS6x6 POST I ALL STEEL TO 1/4" CAP PL. BE GALVANIZED I I _ I I 1 - I I I I I \ 1/4 I - I 1 \ 3/16 V I I L3x3x1/4x0'-4" 1 \ TYP. --// I I \ I HSS6x6x1/4 POST SEE PLAN FOR I \ 4"dia. STD. PIPE LOCATIONS TYP. 1 \ I I \ I I io 2" EXTRUDED ALUMINUM PANEL 1 \ SEE STRUCTURAL \ NOTES \ - - -- - - O - - - - - 60 I I I \ I I I I \I I - \ EXISTING BEAM I I \ I - \ MITER l CONT. -- 1/4 Q NEW POST HSS4x4x1/4 \ r TYP. I — - - — WORK \ 4"dia. STD. PIPE LO POINT \ POST - - EXISTING 3/16 EXISTING ROOFING 17 U z ROOFING TOP OF EXISTING b �� \ TOP OF EXISTING ^I 1 CONC. SLAB \ CONC. SLABi C I I \ / 1 _..._ 1..................................................................................-... ..:. _--- __------ 1.... ..................................... _. .......................... ............... ...... X .............w..,..........................`. \ // t I (4)3/4"dia. ANCHOR RO S I o o w/DOUBLE NUTS @ PL. 1/2"x14"x1'-2" SEE PLAN AND BOTTOM o 0 5,6 & 7/S200 FOR CONN. DETAILS \ / SEE 6/S200 FOR THIS LOCATION\ I / INFORMATION L4x3x1/4x2'-6" (LLH) 2" 2" \ @ EA. ROD PLATE / NOT SHOWN THIS \�` �� AREA SEE PLAN - 7 SECTION AT CORNER POST 4 TYPICAL SECTION AT NEW SCREENWALL EX. BEAM & POST REMOVE FIRE PROOFING ON BEAM AS REQ'D. FOR ANGLE INSTALLATION. HAND PACK NEW FIRE PROOFING @ ANGLE & BEAM I -- HSS OR PIPE POST SEE PLAN EXISTING OPENING do - TO BE IN -FILLED 3/16 PUDDEL WELD NEW 6 1/4" LIGHTWEIGHT @ 12"c/c TOP OF EXISTING CONC. CONC. SLAB NEW 6x6xW 1.4xW 1.4 1 ........................................................ I o i- 2 `Y � N - o o NEW 3" COMP. DECK (GALV.) PL. 1 /2"x14"x1'-2" " EXISTING BEAM FIELD o o CONT. VERIFY SIZE L4x4x1/4 ALL 0+ 4 SIDES EXISTING C8x11.5 (4) 3/4"dia. 2" 2" FRAMING A307 RODS DOUBLE 2" TYP. (2) L4x3x1/4x1'-2" (LLH) NUT 1 AT EACH ROD PAIR - - 6 SECTION AT POST OVER BEAM 3 EXISTING OPENING IN -FILL DETAIL COMPONENT AND CLADDING WIND PRESSURE DIAGRAM EXISTING BEAM EXISTING BEAM EXISTING BEAM (PER ASCE 7-10) NEW FRAME I EXISTING SLAB CHANNEL A T-1 1 j I I NEW HSS6x6 POST 4„ F _ 3/16 TYP. 5, 0„ TYP. - 3/16 >—< 4 O O O 4 EQ EQ NEW L4x3x1/4 + 1'- 5 1/2" 9" i I i 9" 1' - 5 1/2" (R B DS STAGGEREDOND) SECTION A A 1 C10x15.3x5'-0" LG. I I I I I I I NEW OPENING co O O O------ ........... _...... ......................... +, NOTE: NEW ANGLES : M.:. ` OPENING SIZE AS REQUIRED, 5 5m ~ SEE MECHANICAL DRAWINGS ( PLACES) 4 S a............. AL1 77 14 PRESSURE DIAGRAM LEGEND EFFECTIVE AREA (SQ. FT) - SEE NOTE 4 (PSF) PRESSURE - SEE NOTES 1 - 6 —� R I—A 41 ZONE O +26.1,-64.1 ZONE O ZONE O +26.1,-161.8 +24.4,-134.0 +22.3, -97.3 ZONE4❑ +64.1,-69.5 +61.2,-66.6 +57.4,-62.8 +54.5,-59.9 ZONE n <- 10 20 +26.1,-107.5 +24.4, -96.0 +22.3,-80.9 +64.1,-85.8 +24.4, -62.4 +61.2,-80.0 50 +22.3,-60.3 +20.6, -58.6 +57.4, -72.4 +54.5, -66.6 +54.5, -66.6 100 z 500 +20.6,-69.5 +20.6,-69.5 +20.6, -69.5 +20.6,-58.6 +20.6,-69.5 +54.5,-59.9 ROOF TOP EQUIPMENT ON VERTICAL PROJECTED AREA ON HORIZONTAL PROJECTED AREA +103,-103 +0,-81.5 - L4x3x1/4x2'-6"(LLH) ANGLE TO NEW OPENING SUPPORT DETAIL ADJUST w/HOLES @ 3"c/c ALONG 4' BEAR T FLUTES LEG. ONE PER BOLT PAIR AT ENDS DETAIL "A" HSS POST I .-.� / SEE NEW OPENING SEE 3/16 V PLAN -_ _- PLAN A i - EXISTING SLAB I I TOP OF EXISTING SAW CUT TO BE CUT AND C10x15.3x5'- " LG. 1 CONC. SLAB LINE REMOVED I I I I ..................... TES: 3/4"dia. ANCHOR - : ROD (STAGGER) 1. ZONES 1, 2, & 3 APPLY TO THE ROOF AND ZONES 4 & 5 APPLY TO THE WALLS. x' :mow 2. (+)AND (-) SIGNS INDICATE PRESSURES ACTING TOWARD AND AWAY FORM THE SURFACE, RESPECTIVELY. - 3. "a" DENOTES A DISTANCE OF 15'-0". 4. FOR EFFECTIVE AREAS BETWEEN THOSE PROVIDED, THE PRESSURE IS PERMITTED TO BE INTERPOLATED. 77] OTHERWISE USE THE PRESSURE ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 5. IF A PARAPET GREATER THAN OR EQUAL TO 3'-0" IN HEIGHT IS PROVIDED AROUND THE PERIMETER OF THE 2„ ROOF, ZONE 3 MAY BE TREATED AS ZONE 2. 6. FOR SERVICEABILTY CALCULATIONS: THE PRESSURES MAY BE REDUCED FROM THE STRENGTH DESIGN 2„ - NEW FRAMING VALUES GIVEN TO 10 YEAR VALUES BY MULTIPLYING THE PRESSURES PROVIDED BY 0.31. SEE PLAN DOUBLE NUT 9 COMPONENT & CLADDING WIND PRESSURES 5 SECTION AT POST W/ DISTRIBUTION CHANNEL NEW OPENING IN EXISTING SLAB S1 AXLFY 0., 1.$,N 105 irr AND ASS,:)CiATfS, LTD , Ui? MARYLAND WAY 3 0 1 T E 2,50 BRENTWOOD, TN 3'70.27 WW'W.SDLAL.COM 1' 61�;2o Ii87 3.5 0 F 615 320 O�1 J PROJECT Na 112201.00 GOA No. COA 1329 1- 0 Im 01 } W J 0 0 Z 0 0 Q Z Q g J LL 0 } W a 0 tY d W I >Z 0 z F - ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAM PA REVISIONS Thomas S. Tarpy Jr. P.E. Registration No. 039200 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL. 32771 SECTIONS AND DETAILS 212022.00 MH KP W 2S002 re II 11/07/2012 d 0 —� R I—A 41 " CL J O LL Z 0 W LL O Z LL gg Q w W ;> CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL. 32771 SECTIONS AND DETAILS 212022.00 MH KP W 2S002 re II 11/07/2012 d ED EM i i 1 . ......... 286A aECONp FLOCiz� - NCTEp DEMOLITICN F'LAN 1/8" - 1'-0" i DF - OL MON NEiRAL NOTES 1. DASHED LINES INDICATE ITEMS TO BE REMOVED, INCLUDING WALLS, DOORS, FLOORING, CASEWORK, FIXTUR3=5, ETC. SEE MECHANICAL, PI..:UMBING AND ELECTRICAL DEMOLITION NOTFS FOR REMOVAL OF TH05E ITEMS COVERED BY EACH DISCIPLINE. 2. ALL WORK SHALL BE SCHEDULED IN A MANNER TO MAINTAIN THE OWNER'S CONTINUOUS USE OF THE 5PACE5 ADJOINING THE RENOVATED AREAS, INCLUDING ENTRANCES TO THE PUBLIC BUILDING AREAS. 3. CARE SHALL BE -TAKEN IN REMOVAL OF EQUIPMENT, DOORS, METAL FRAMES, CA5EWORK, ETC. WHICH WILL BE REUSED OR RELOCATED. 4. PROVIDE TEMPORARY DUST PARTITIONS WITH TEMPORARY DOORS IN COMPLIANCE WITH FACII,.ITY ICRA AT CONSTRUCTION PHASE PERIMETER. E_ ANY EXISTING CEILINGS, FLOORS OR WALL FINISHES AFFECTED BY DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING CONDITIONS UNLE55 OTHERWISE NOTED. (o. WHERE CEILING DEMOLITION OCCURS, REMOVE ALL LIGHT FIXTURES, SUPPL-i' DIFFUSERS AND RETURN AIR GRILLES, BUT THE EXISTING DUCTWORK AND SPRINKLERS ARE TO REMAIN UNTIL FURTHER DIRECTION. REMOVE ALL EXISTING CEILING GRID, TII-F AND BULKHEADS AS REQUIRED TO PROVIDE A NEW LEVEL CEILING PLANE. -1. PRIOR TO DEMOLITION, THE OWNER WILL COORDINATE WITH THE DEMOLITION CONTRACTOR FOR ITEMS TO BE RETURNED TO THE OWNER, BUT ARE NOT TO BF REUSED IN NEW CONSTRUCTION. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO DOORS, CASEWORK, LIGHT FIXTURES, 5UPPLY DIFFUSERS, AND RETURN AIR GRILLES. THE OWNER HAS FIRST REFUSAL OF REMOVED MATERIAL DURING NORMAL DEMOLITION. a. THE OWNER SHALL REMOVE ALL EXISTING MOBILE EQUIPMENT IN TH05E AREAS AFFECTED BY CONSTRUCTION. THE CONTRACTOR SHALL REMOVE CURTAIN TRACKS, CEILING 51T'5TEM5, AND FIXTURES AS REQUIRED. REFER TO ENGINEERS' DRAWINGS AND COORDINATE WITH OWNER'5 REPRE5ENTATI VE. 9. WHERE DEMOLITION OCCURS, REMOVE ALL UNUSED DUCTWORK, HANGERS, ANCHOR SUPPORT, OUTLFTS, ETC.. 10. REMOVE EXISTING VINYL WALL COVERING IN ANY AREA AND PREP WALL FOR NEW FINISH. 11. ALL CASEWORK AND CABINFTRY TO BE UNIN5TALLED AND DELIVERED TO OWNER AS INDICATED. 12. REFER TO ENLARGED PLANS FOR ADDITIONAL DEMO NOTES. 13. DEMO CORRIDOR FLOORING, BASE, WALL PROTECTION, CEILING GRIDS AND TILE. 14. REMOVE WALL COVERINGS THROUGHOUT CORRIDORS WITHIN SCOPE OF PROJECT. SKIM COAT WALLS TO LEVEL 5 FINISH TO RECEIVE PAINT. 15. REFER TO PHASING PLAN FOR TEMPORARY WALL LOCATIONS. 16. DEMO MEDGAS, ALARMS, PANELS, AND REPLACE WITH NEW. REFER TO PLUMBING DRAWINGS. C�1„COI� f f ON <*� NOr=5 1. UNIN5TALL DOOR, DOOR HARDWARE AND FRAME AND DELIVER TO OWNER FOR REUSE. 2. REMOVE CEILING TILES AS NEEDED THIS AREA. PRESERVE CEILING GRID. 3. ELEVATOR DOORS CLOSED DURING CONSTRUCTION. NO ACCESS THIS LEVEL. 4. TEMPORARY WALL 5. UNIN5TALL EXISTING CASEWORK AND AFFILIATED FIXTURES AND RETURN TO OWNER. GAP SUPPLY AND WASTE LINES AS NECESSARY. (o. UNIN5TALL PLUMBING FIXTURES AND GAP SUPPLY AND WASTE LINE5 A5 NECESSARY. -1. SECURE DOOR AGAINST ENTRY ONTO FLOOR DURING CONSTRUCTION. EXISTING FARITION TO REMAIN DEMO EX15TING FARITION UJALL_ LEC;FND NT5 Kai PIAN - Sr-CCND FLOOR NIS EM M ED W z 0 N z 0 N 0 Q D z Q } N W 1 I- Q a z 11 0 w ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. EXXIIIIIkiIIIIC 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 z O A' CLO �0 Z LLI 10�6, 'f ca LU J LL 0 O LLz U) CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Noted Demolition Plan 121 LLr V I' 9 rm EM M SECONI) FLCCf� _ 1)IMLN5ICNLD PLAN 1/8" = I' -V 0 �DI1I N,SION fL,4N NOTES: I. SEE ENLARGED PLANS AND ELEVATIONS FOR ADDITIONAL DIMENSIONS AND INFORMATION. AN'T' D15CREPANC"r MUST BE COORDINATED WITH ARCHITECT BEFORE PROGEED ING. 2. SEE SHEET G003 FOR ALL REQUIRED CLEARANCES. 3. ANGLED CONDITIONS ARE 45' UNLE55 OTHERWISE NOTED, 4. ALL INTERIOR WALLS ARE TO BE 4 -1/8" UNLE55 EXISTING CONDITIONS REQUIRE OTHERWISE. ALIGN FACE OF ALL NEW WALLS TO THE FACE OF EXISTING WALLS. 5. ALL NEW WALLS FRAMED AND SEALED TO DEGG APOVF. fAT1T1CN T"T'FE& El'100 'ma:)% . .. I NOTE: (1) LAYER 5/8" GWB, EACH SIDE 3 5/8" MTL 5TUD (1) LAYER 5/5" GYVB, EACH SIDE 6" MTL STUD ® 16" OG. (1) LAYER 5/5" GW5, EACH 51DE 5 5/5" MTL STUD 1. ALL YVALL5 (5TG 45) AROUND EXAM ROOMS AND TOILETS TO REGEIVE SOUND ATTENUATION 5ATT5. 2. ALL YVALL5 PARTITION TYPE 1 UNLE55 NOTED OTHERWI5E. ............................................ SCOPE O� @�NUVAIION KF"� PLAN - 5LCCNE) FLOOi� NT5 EM EM Lai 0 F F 0 z (0 W M 0 0 z N I- N F- U ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA 'ISI y��WIY Architect Registration: William E. Hereford III AR96247 U) Z O O o' ZZ W +Id I O Z � Q '0 C < W y 2 i^ CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Dimensioned Plan All 11.DWG 212022.00 WEH NDH 111 ifi►t/pillet M 0 O1 F,4F-, FJ--OOfR 57 VALJ S NUMBER NAME SF VALUE 292 PAT. RM. TYPE 1 196 291 PAT. RM. TYP;= 1 198 290 PAT. RM. TYPE 1 193 289 PAI`. RM. TYPE 1 194 288 PAT. RM. TYPE 1 197 287 PAT. RM. TYPE 1 199 2B(o PAT. RM. TYPE 3 154 285 PAT. RM. TYPE 2 195 2B4 PAT. RM. TYPE 2 194 253A SPEECH THERAPY 69 2B3 PT/OT GYM 705 276 KITCHEN/BEDROOM 202 275 PAT. RM. TYPE 2 243 214 PAT. RM. TYPL 2 158 273 PAT, RM. TYPE 2 211 212 PAT. RM. TYPE 2 207 T2036 DAY ROOM 123 5EGONp P� CCR, - NOTED FLAN 0 1� I FII-�i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �nd II 1oat 2 3 2 I I I 285 8 I I A40�1 A501 A40 85A 2 PAT. RM. TYPE 2 ` rW"K awBEDROOM ° • ;' w 1,pi I 2 �-a; A501Id i L --J—J 76A 1. I I ,ft .BLL SA 000000000000F f L DO f:'L /-\N NOTES I. CONTRACTOR TO VERIFY DIMENSIONS OF OWNER FURNISHED EQUIPMENT AND COORDINATE INSTALLATION WITH ALL TRADES WHERE REQUIRED. 2. ALL NEW WALLS TO EXTEND TO DECK AND SEAL TIGHT ABOVE UNLESS OTHERWISE NOTED. 3. CONTRACTOR TO INSTALL FIRE TREATED BLOCKING FOR ALL WALL MOUNTED EFQUIPMENT, ACCESSORIES, WALL STOPS, ETC. 4. CONTRACTOR TO PROVIDE WOOD BLOCKING WITHIN WALLS BASED ON CASEWORK ELEVATIONS AND ALL INTERIOR WALL ELEVATIONS. 5. ALL INTERIOR WALLS TO RECEIVE TYPE "X" CxYP. BD.. ALL EXTERIOR WALLS TO RECEIVE DENS ARMOR PLUS. 6. SEE ENLARGE PLANS AND ELEVATIONS FOR ADDITIONAL D IMENT IONS AND INFORMATION. ANY DISCREPANCY MUST BE COORDINATED WITH ARCHITECT BEFORE PROCEEDING. 7_ ALIGN FACE OF ALL NEW WALLS TO THE FACE OF EXISTING WALLS. 8. ALL CASEWORK AND FIXTURES IN TH15 ROOM SHALL MEET OR EXCEED SPECIFICATIONS APPLICABLE TO BARIATRIC USE GROUPS. 9. REPAIR/ REPLACE GYP. BD FINISH ON WALLS DESIGNATED AS EXISTING REMAIN TO ACHIEVE GYPSUM FINISH LEVEL REQUIRE FOR NEW INTERIOR FINISHES SPECIFIED. REFER TO GYPSUM ASSOCIATION DOCUMENT GA -214-M-97 (AVAILABLE AT WWW.GYP5UM.ORG/PDF/GA-214-M-97 OR CURRENT LINK). WHERE EXISTING STUD WALL 15 INTENDED TO REMAIN, THE WALL IS NOT SHOWN TO BE DEMOLISHED. THESE WALLS MAY REQUIRE THE EXISTING GYP. BD. TO BE COMPLETELY REMOVED AND REPLACE TO ACHIEVE PROPER FIN15H. 10. PATCH 4 REPAIR EXISTING WALLS 4 FLOORS TO REMAIN AS REQUIRED WHERE MECHANICAL, ELECTRICAL, PLUMBING, OR TELECOM UTILITIES ARE REMOVED. MAINTAIN DESIGNATED FIRE RESISTANCE RATING AS DESIGNATED. MAINTAIN STANDARD FOR NEW NON -RATED WALL TO DECK FOR ALL NON RATED WALL5. 11. PATCH 4 REPAIR EXISTING WALLS 4 FINISHES ON FIRST FLOOR BELOW RENOVATION SCOPE AS REQUIRED FOR NEW PLUMBING WORK AND OR UTILITY RE-ROUTING FOR NEW DESIGN. 12- PATCH EXISTING STRUCTURAL FIREPROOFING WHERE DAMAGED BY NEW WORK AND EXISTING CONDITIONS WHERE DISCOVERED TO HAVE BEEN PREVIOUSLY DAMAGED. 13. PROVIDE APPROVED FIRE RESISTIVE SYSTEM WHERE PLUMBING IS LOCATED IN FIRE RE=SISTIVE= RATED WALES. 14, WHERE EXISTING WALLS TO REMAIN WERE PREVIOUSLY DESIGNATED WITH A FIRE RESISTANCE STENCIL ABOVE THE CEILING AND NOT DESIGNATED AS A FIRE RESISTANCE RATED WALL ON THE NEW PLAN DESIGN, THE EXISTING STENCILING SHALL BE PAINTED TO COVER 15. ALL CORRIDOR WALLS IN AREA OF RENOVATION TO BE CONSTRUCTED OR MODIFIED TO BE NON -RATED SMOKE PARTITIONS (AS DEFINED BY FBG SECTION 707). 16. SKIM COAT EXISTING WALLS WHERE WALL COVERING HAS BEEN REMOVED AND PAINT IS THE FINAL FINISH TO A LEVEL 5 FINISH. 4F-),4 NOTES 1. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ALL ADA CLEARANCES INDICATED IN THIS SE=T. IGFi FILAN - or-EGOND PLCCF-� NT5 0 M M a] 0 F 0 z N F Q a z 1r 0 w J 0 I z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 V .fl 0 1 AFF .. W 5TAIRW€LL DOOR SHALL REMAIN UNLOCKED 1— DURING CONSTRUCTION 50 A5 TO NOT CREATE= A ILL Z D DUAL DELAYED EGRESS PATH. fn m INFANT PROTECTION SYSTEM MUST REMAIN ACTIVE. ' EXISTING SECURED DOOR WITH .. DELAYED EGRE56 FUNCTION IN/OUT. SECURITY ALARM IS TRIGGERED WHEN DOOR 15 OPENED WITHOUT BADGE ACCESS. 1� I FII-�i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �nd II 1oat 2 3 2 I I I 285 8 I I A40�1 A501 A40 85A 2 PAT. RM. TYPE 2 ` rW"K awBEDROOM ° • ;' w 1,pi I 2 �-a; A501Id i L --J—J 76A 1. I I ,ft .BLL SA 000000000000F f L DO f:'L /-\N NOTES I. CONTRACTOR TO VERIFY DIMENSIONS OF OWNER FURNISHED EQUIPMENT AND COORDINATE INSTALLATION WITH ALL TRADES WHERE REQUIRED. 2. ALL NEW WALLS TO EXTEND TO DECK AND SEAL TIGHT ABOVE UNLESS OTHERWISE NOTED. 3. CONTRACTOR TO INSTALL FIRE TREATED BLOCKING FOR ALL WALL MOUNTED EFQUIPMENT, ACCESSORIES, WALL STOPS, ETC. 4. CONTRACTOR TO PROVIDE WOOD BLOCKING WITHIN WALLS BASED ON CASEWORK ELEVATIONS AND ALL INTERIOR WALL ELEVATIONS. 5. ALL INTERIOR WALLS TO RECEIVE TYPE "X" CxYP. BD.. ALL EXTERIOR WALLS TO RECEIVE DENS ARMOR PLUS. 6. SEE ENLARGE PLANS AND ELEVATIONS FOR ADDITIONAL D IMENT IONS AND INFORMATION. ANY DISCREPANCY MUST BE COORDINATED WITH ARCHITECT BEFORE PROCEEDING. 7_ ALIGN FACE OF ALL NEW WALLS TO THE FACE OF EXISTING WALLS. 8. ALL CASEWORK AND FIXTURES IN TH15 ROOM SHALL MEET OR EXCEED SPECIFICATIONS APPLICABLE TO BARIATRIC USE GROUPS. 9. REPAIR/ REPLACE GYP. BD FINISH ON WALLS DESIGNATED AS EXISTING REMAIN TO ACHIEVE GYPSUM FINISH LEVEL REQUIRE FOR NEW INTERIOR FINISHES SPECIFIED. REFER TO GYPSUM ASSOCIATION DOCUMENT GA -214-M-97 (AVAILABLE AT WWW.GYP5UM.ORG/PDF/GA-214-M-97 OR CURRENT LINK). WHERE EXISTING STUD WALL 15 INTENDED TO REMAIN, THE WALL IS NOT SHOWN TO BE DEMOLISHED. THESE WALLS MAY REQUIRE THE EXISTING GYP. BD. TO BE COMPLETELY REMOVED AND REPLACE TO ACHIEVE PROPER FIN15H. 10. PATCH 4 REPAIR EXISTING WALLS 4 FLOORS TO REMAIN AS REQUIRED WHERE MECHANICAL, ELECTRICAL, PLUMBING, OR TELECOM UTILITIES ARE REMOVED. MAINTAIN DESIGNATED FIRE RESISTANCE RATING AS DESIGNATED. MAINTAIN STANDARD FOR NEW NON -RATED WALL TO DECK FOR ALL NON RATED WALL5. 11. PATCH 4 REPAIR EXISTING WALLS 4 FINISHES ON FIRST FLOOR BELOW RENOVATION SCOPE AS REQUIRED FOR NEW PLUMBING WORK AND OR UTILITY RE-ROUTING FOR NEW DESIGN. 12- PATCH EXISTING STRUCTURAL FIREPROOFING WHERE DAMAGED BY NEW WORK AND EXISTING CONDITIONS WHERE DISCOVERED TO HAVE BEEN PREVIOUSLY DAMAGED. 13. PROVIDE APPROVED FIRE RESISTIVE SYSTEM WHERE PLUMBING IS LOCATED IN FIRE RE=SISTIVE= RATED WALES. 14, WHERE EXISTING WALLS TO REMAIN WERE PREVIOUSLY DESIGNATED WITH A FIRE RESISTANCE STENCIL ABOVE THE CEILING AND NOT DESIGNATED AS A FIRE RESISTANCE RATED WALL ON THE NEW PLAN DESIGN, THE EXISTING STENCILING SHALL BE PAINTED TO COVER 15. ALL CORRIDOR WALLS IN AREA OF RENOVATION TO BE CONSTRUCTED OR MODIFIED TO BE NON -RATED SMOKE PARTITIONS (AS DEFINED BY FBG SECTION 707). 16. SKIM COAT EXISTING WALLS WHERE WALL COVERING HAS BEEN REMOVED AND PAINT IS THE FINAL FINISH TO A LEVEL 5 FINISH. 4F-),4 NOTES 1. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ALL ADA CLEARANCES INDICATED IN THIS SE=T. IGFi FILAN - or-EGOND PLCCF-� NT5 0 M M a] 0 F 0 z N F Q a z 1r 0 w J 0 I z ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Noted Plan NDH 121 11/7/2012 V .fl 0 1 LL W topC (1111 C1 1— Lw � ILL Z D fn m =. < CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Noted Plan NDH 121 11/7/2012 EM Im 0 H- F; .... - ... I I a 0 0 L 5EGONp �L0CfP, _ �REFLECMD CLUNG; FLAN. GENE AL Cf NOTE& & 1. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES DISCOVERED DURING CON5TRUCT ION. 2. REFER TO ELECTRICAL DRAWINGS F -OR LOCATION OF EMERGENCY LIGHTING. 3. CENTER CEILING GRID AND LIGHTS IN ALL SPACES WHERE POS51BLE. 4. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF CABINET L IGHTS. 5, SEE CASEWORK ELEVATIONS FOR HEIGHT OF GYP. BD. SOFFIT ABOvE CASEWORK UPPER CABINETS. ro. THIS SHEET 15 FOR LAYOUT ONLY. SEE ELECTRICAL, MECHANICAL FOR EXACT FIXTURE QUANTITY. ALL 5WITCHE5, OUTLET5, LIGHT5, DIFFU6ER5, ETC. MUST BE LOCATED PER ARCHITECTURAL DRAWINGS WHERE APPLICABLE. -1. PROVIDE ACCESS PANELS IN GYPSUM CEILINGS WHERE REQUIRED TO ACCESS ABOVE CEILING EQUIPMENT. (SEE SPEC5.) 8. ALL CEILINGS AT 9'-O" AFF U.O.N. e. REFER TO FINISH DRAWINGS FOR CEILING GRID AND CEILING TILE TYPE AND SIZE. 10. DRYWALL SOFFIT ABOVE WALL CABINETS SHALL EXTEND TO TOP OF CABINET (-l'-m" AFF). 11. BOTTOM OF DRYWALL BULKHEAD 15 -l'-10" AFF U.O.N. 12, ALL PARTITION WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR DECK ABOVE. 13. NEW CEILINGS TO BE INSTALLED AT 5'-0" AFF, UNLESS EXISTING CONDITIONS PRECLUDE INSTALLATION AT THAT HEIGHT. GC TO IDENTIFY POTENTIAL CONFLICTS TO ARCHITECT. 14. 2X4 FIXTURE AT BED SHALL BE CENTERED OVER BED. USE THAT LOCATION AS THE REFERENCE POINT WHEN LAYING OUT THE GRID. iGL*�' NOTES CE IL INS OI EX15TING GYP. BD. SOFFIT TO BE PAINTED O2 NEW 1" ITL. STUD 6 GYP. SD. BULKHEAD OCEILING TILE TO BE REPLACED A5 NEEDED. MATCH EXISTING. CEILINe ALAN 1__FFNE) 2X4 ACOUSTIC 2X2 ACOUSTIC GYP. BOARD CEILING TILE CEILING TILE 2X2 FLUORESCENT 2X4 FLUORESCENT IX4 FLUORESCENT FIXTURE CHAIN -HUNG O DOWNLIGHT SMOKE DETECTOR CEILING FRAMED OPENING 0 CUBICLE CURTAIN EXPOSED STRUCTURE CEILING MOUNTED TRACK ABOVE PENDANT RETURN GRILLE SPEAKER CAMERA SUPPLY GRILLE I I I CEILING ELEVATION A.F.F. EXP. = INDICATES EXPOSED CEILING TO DECK NTS M M 0 w J W W z Q ►` J z a W z F W I W M J J I N F 0 F 0 0 z (0 M J, 0 0y. 11 0 0 z W J 0 0 0 z 0 N 0 Q 0 z Q } J U. 0 W a 0 a w I I- W 0 z N I I - ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA I 1'15 i?011r Architect Registration: William E. Hereford III AR96247 Z O w J O _ LL Lu ip >ti`0 O � Z m Y.� CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Reflected Ceiling Plan A122.DWG 212022.00 WEH NDH 122 0 ..... • � I A4O3 �-� � - I Rh I. PA1 LIMITS OF I I hr. A Tr 2 I CONSTRUCTION I / I I I ,K _. i�1 ET T O 2 218 5EGONp �L0CfP, _ �REFLECMD CLUNG; FLAN. GENE AL Cf NOTE& & 1. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES DISCOVERED DURING CON5TRUCT ION. 2. REFER TO ELECTRICAL DRAWINGS F -OR LOCATION OF EMERGENCY LIGHTING. 3. CENTER CEILING GRID AND LIGHTS IN ALL SPACES WHERE POS51BLE. 4. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF CABINET L IGHTS. 5, SEE CASEWORK ELEVATIONS FOR HEIGHT OF GYP. BD. SOFFIT ABOvE CASEWORK UPPER CABINETS. ro. THIS SHEET 15 FOR LAYOUT ONLY. SEE ELECTRICAL, MECHANICAL FOR EXACT FIXTURE QUANTITY. ALL 5WITCHE5, OUTLET5, LIGHT5, DIFFU6ER5, ETC. MUST BE LOCATED PER ARCHITECTURAL DRAWINGS WHERE APPLICABLE. -1. PROVIDE ACCESS PANELS IN GYPSUM CEILINGS WHERE REQUIRED TO ACCESS ABOVE CEILING EQUIPMENT. (SEE SPEC5.) 8. ALL CEILINGS AT 9'-O" AFF U.O.N. e. REFER TO FINISH DRAWINGS FOR CEILING GRID AND CEILING TILE TYPE AND SIZE. 10. DRYWALL SOFFIT ABOVE WALL CABINETS SHALL EXTEND TO TOP OF CABINET (-l'-m" AFF). 11. BOTTOM OF DRYWALL BULKHEAD 15 -l'-10" AFF U.O.N. 12, ALL PARTITION WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR DECK ABOVE. 13. NEW CEILINGS TO BE INSTALLED AT 5'-0" AFF, UNLESS EXISTING CONDITIONS PRECLUDE INSTALLATION AT THAT HEIGHT. GC TO IDENTIFY POTENTIAL CONFLICTS TO ARCHITECT. 14. 2X4 FIXTURE AT BED SHALL BE CENTERED OVER BED. USE THAT LOCATION AS THE REFERENCE POINT WHEN LAYING OUT THE GRID. iGL*�' NOTES CE IL INS OI EX15TING GYP. BD. SOFFIT TO BE PAINTED O2 NEW 1" ITL. STUD 6 GYP. SD. BULKHEAD OCEILING TILE TO BE REPLACED A5 NEEDED. MATCH EXISTING. CEILINe ALAN 1__FFNE) 2X4 ACOUSTIC 2X2 ACOUSTIC GYP. BOARD CEILING TILE CEILING TILE 2X2 FLUORESCENT 2X4 FLUORESCENT IX4 FLUORESCENT FIXTURE CHAIN -HUNG O DOWNLIGHT SMOKE DETECTOR CEILING FRAMED OPENING 0 CUBICLE CURTAIN EXPOSED STRUCTURE CEILING MOUNTED TRACK ABOVE PENDANT RETURN GRILLE SPEAKER CAMERA SUPPLY GRILLE I I I CEILING ELEVATION A.F.F. EXP. = INDICATES EXPOSED CEILING TO DECK NTS M M 0 w J W W z Q ►` J z a W z F W I W M J J I N F 0 F 0 0 z (0 M J, 0 0y. 11 0 0 z W J 0 0 0 z 0 N 0 Q 0 z Q } J U. 0 W a 0 a w I I- W 0 z N I I - ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA I 1'15 i?011r Architect Registration: William E. Hereford III AR96247 Z O w J O _ LL Lu ip >ti`0 O � Z m Y.� CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Reflected Ceiling Plan A122.DWG 212022.00 WEH NDH 122 11/7/2012 M3 a 0 5EGdND rLOO� - LOUIFMENT FLAN 1/8" = I'-0" GENEfRAL NOTES 1. CONTRACTOR TO VERIFY DIMENSIONS OF OWNER FURNI5NED EQUIPMENT AND COORDINATF INSTALLATION WHERE REQUIRED. 2. TV5 51HALL- BE CONTRACTOR IN5TALLED 3. REFER TO SHEET 4602 FOR FROXII`11NTY CABINET DETAILS 4. REFER TO OWNER FURNISHED EQUIPMENT BROCHURE DATED S1=PT 17, 2012 FOR REeFONS151LITY MATRIX AND FRODUGT INFO. <E'' NOTES 1, PROVIDE CONTINUOUS BLOCKING FROM FLOOR TO 85". REFER TO VENDER DRAWINGS AND EQUIP" LENT PLAN FOR BIN FLAGEt"IENT. OL�Ifl-INT = Owl. 430279 MICROWAVE 472530 STOVE -110242 WASHER -1172-19 DRYER -118261 D15�-IWA5HER -120025 REFRIGERATOR TV 26" LCD TV M =G;AFS I CAL LEGEND r, OWNER FURNISHED EQUIPMENT LJ z O, ®:3 MARKER BOARD rI PATIENT MONITOR (WALL MOUNTED) ®� t'1EDICAL GAS OUTLETS MEDICAL DISPENSING UNIT ri F- 7 Er PROXIMITY CABINET r-� O 1°O"' I VENDING r'IAGHINE L - J D n COMPUTER / DESKTOP Q Kai' FLAN - SFCoND FLoCFN NT5 } J 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000_ 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Architect Registration: William E. Hereford III AR96247 U) z O, >' O� LL ri �z O ~�z to I z D w a Q U5 Q 9 w W :: CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 Second Floor - Equipment Plan A123.DWG 212022.00 WEH NDH 123 11/7/2012 f— W U) H W M eENE ,4L NOTES-" 4LL OUTLET LOC4TION5. 2, fRET F TO eOO-4 FOF TOILET ,4CG 550 ' �N AND 1`�IOUNTINI-Irt�_ CURTAIN ROD PATIENT TOILET 1/4' MARKER LCD TV BOARD DOOR STOP 10" ROD SHOWERHEAD J CONTROLS .o ccl � SHOWER BASE SEATING F4T f E -NT TCLET SET LCD TV WATERMARK 50AP/5HAMP00 SHELF V CURTAIN ROD 15" TOWEL BAR MANUAL FLUSH ON SIDE TOWARD SINK SHOWERHEAD A N41 W X s e - N M CONTROLS 3 SHOWER BASE FATIENT TOILET PROXIMITY CA51NET VWC \ NI --- 4" tib. n J 0 .9 V \ ` .. E t§"�si z z I_ J z Suite 327, Cummins Station III Q CAS III ` J '/ I I III / F .� 0 ATLANTA w NASHVILLE Q TAMPA I III z a Lj 0 a 3 ROD SHOWERHEAD J CONTROLS .o ccl � SHOWER BASE SEATING F4T f E -NT TCLET SET LCD TV WATERMARK 50AP/5HAMP00 SHELF V CURTAIN ROD 15" TOWEL BAR MANUAL FLUSH ON SIDE TOWARD SINK SHOWERHEAD A N41 W X s e - N M CONTROLS 3 SHOWER BASE FATIENT TOILET PROXIMITY CA51NET VWC \ NI E 4" tib. n J 0 .9 V \ ` Q E t§"�si z z I_ J z Suite 327, Cummins Station III Q CAS / J 615.244.6697 f W / F .� 0 ATLANTA w 13 WALL II - CHAIR RAIL PROTECTION J — CHAIR RAIL CHAIR RAIL F)4TIENT �RCC�l 1/4" LE FATIENT T�FF I F-,,EFLECTF[) GLG FLAN PAS I ANT RD01� F'ATI�NT ROOM ���I�Nfi ��OM fii�� I - NIU GON�fi�U�TION FATIENT TCLET, 1/4" NURSE CALL PULL STATION CHAIR RAIL 30" TO BOTTOM F'ATIENT IROCM 1/4" = 1'-0" FAfiIENT �CO�l tiPE 1 - DPIOL ITN 1/4" I'-0" �- NOTFS = C 1LN Oj NEW MTI_. STUD B GYP. BD. BULKHEAD ONEW W/R GYPSUM BOARD BD O3NEW SUSPENDED GRID GLS. TO REPLACE EXISTING ONEW CEILING MOUNTED LIGHT FIXTURE CENTERED OVER PATIENT BED. ONEW SUSPENDED CEILING SYSTEM OCUBICLE CURTAIN TRACK (refer to 2/A70,5) OSHOWER INCANDESCENT LIGHT <F_"' NOTF-5 N UJ CONSTiRUC,7I0N Oj EXISTING DOOR AND FRAME TO BE REUSED. ONEW TILE, SHOWER, AND TOILET AGGESSORIE5 NEW WATER CLO5ET O ONEW LAVATORY IN FILL NEW WALL TO MATCH EXISTING O ONEW WARDROBE CABINET. REFER TO T-I/A704 ONOT USED OS NEW HANDWASH 51N< REFER TO PLUMBING DWG5. NEW C45=WORK O 10 WATERMARK 50LID 5URFACE SHOWER UNIT: WM3(o3(oTRENCH. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S 5Pi=CIFIGATIONS BEFORE FRAMING. NIGHTLIGHT IIT 12 WATERMARK 50LID SURFACE 30x(o0 ADA ROLL -IN SHOWER: 0M3060FRONTTRENCH. 13 WATERMARK VANITY WATERMARK TERAFINA VANITY 14 Y 15 WATERMARK SHELF WM121a5HELF-PTH fC �' NOTES- E)E�I0L ITION OI SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE EL5EW+-IERE, IA REMOVE EXISTING DOOR AND FRAME G 2O REMOVE EXISTING BATHTUB O3 REMOVE EXISTING WATER GLOSET OREMOVE EXISTING LAVATORY OREMOVE EXI5TING TOILET ACCESSORIES. OREMOVE EXISTING SHOWER FIXTURE OREMOVE EXISTING WARDROBE GABINET OREMOVE EXISTING TILE SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE 5ED 10 REMOVE EXI5TING GA5EW0RK Il REMOVE EXI5TING CEILING 12 REMOVE EXISTING PLUMBING FIXTURE(5) REMOVE EXISTING WALL 13 L REMOVE EXISTING MED. GAS, NURSE GAIL. AND 14 D ELFCTRICAL OUTL ET5. 15 REMOVE FXISTING REGESSED MIRROR UNIT. 16 REMOVE EX151-ING WALL PROTEGTION. REMOVF EXI5TING FLOORING AND 5,45E.17. ARCHITECTURE PLANNING INTERIOR DESIGN 0 Q NI E Davidson 0 .' Q eIII 0 I_ J z Suite 327, Cummins Station III Q CAS 615.244.7399 t J 615.244.6697 f W Iddi-architects.com F .� 0 ATLANTA w NASHVILLE Q TAMPA I CHAIR RAIL 30" TO BOTTOM F'ATIENT IROCM 1/4" = 1'-0" FAfiIENT �CO�l tiPE 1 - DPIOL ITN 1/4" I'-0" �- NOTFS = C 1LN Oj NEW MTI_. STUD B GYP. BD. BULKHEAD ONEW W/R GYPSUM BOARD BD O3NEW SUSPENDED GRID GLS. TO REPLACE EXISTING ONEW CEILING MOUNTED LIGHT FIXTURE CENTERED OVER PATIENT BED. ONEW SUSPENDED CEILING SYSTEM OCUBICLE CURTAIN TRACK (refer to 2/A70,5) OSHOWER INCANDESCENT LIGHT <F_"' NOTF-5 N UJ CONSTiRUC,7I0N Oj EXISTING DOOR AND FRAME TO BE REUSED. ONEW TILE, SHOWER, AND TOILET AGGESSORIE5 NEW WATER CLO5ET O ONEW LAVATORY IN FILL NEW WALL TO MATCH EXISTING O ONEW WARDROBE CABINET. REFER TO T-I/A704 ONOT USED OS NEW HANDWASH 51N< REFER TO PLUMBING DWG5. NEW C45=WORK O 10 WATERMARK 50LID 5URFACE SHOWER UNIT: WM3(o3(oTRENCH. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S 5Pi=CIFIGATIONS BEFORE FRAMING. NIGHTLIGHT IIT 12 WATERMARK 50LID SURFACE 30x(o0 ADA ROLL -IN SHOWER: 0M3060FRONTTRENCH. 13 WATERMARK VANITY WATERMARK TERAFINA VANITY 14 Y 15 WATERMARK SHELF WM121a5HELF-PTH fC �' NOTES- E)E�I0L ITION OI SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE EL5EW+-IERE, IA REMOVE EXISTING DOOR AND FRAME G 2O REMOVE EXISTING BATHTUB O3 REMOVE EXISTING WATER GLOSET OREMOVE EXISTING LAVATORY OREMOVE EXI5TING TOILET ACCESSORIES. OREMOVE EXISTING SHOWER FIXTURE OREMOVE EXISTING WARDROBE GABINET OREMOVE EXISTING TILE SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE 5ED 10 REMOVE EXI5TING GA5EW0RK Il REMOVE EXI5TING CEILING 12 REMOVE EXISTING PLUMBING FIXTURE(5) REMOVE EXISTING WALL 13 L REMOVE EXISTING MED. GAS, NURSE GAIL. AND 14 D ELFCTRICAL OUTL ET5. 15 REMOVE FXISTING REGESSED MIRROR UNIT. 16 REMOVE EX151-ING WALL PROTEGTION. REMOVF EXI5TING FLOORING AND 5,45E.17. ARCHITECTURE PLANNING INTERIOR DESIGN 0 Q z 0 Architect Registration: } William E. Hereford III z AR96247 Q �. ry 7 LU 0 W J 0 0 z U) Lyman z 0 Davidson 0 Dooley, Inc. Q 0 _AA0003000 209 10th Avenue South z Suite 327, Cummins Station Q Nashville, TN 37203 } 615.244.7399 t J 615.244.6697 f W Iddi-architects.com F .� 0 ATLANTA w NASHVILLE Q TAMPA I (7 z a A. 0 a 3 WE w W DO rn 0 � z 0 Architect Registration: } William E. Hereford III z AR96247 Q �. ry 7 LU 0 W J 0 0 z U) Enlarged Plan Z 0 W O r a tY .. A401.DWG a ED .� to W_ w a C 0 ~ Z a F z �0cc zMw�:: NDH a 3 W DO rn � } J iL 0 } Enlarged Plan Room Type 1 W tY .. A401.DWG a I 212022.00 F N WEH zMw�:: NDH W 3 rn � M GNDAL NOTES: 1. EF-EfRENCE ELLCTICAL DAUJING5 FOS ALL OL�TI FT LOCATIONS. 2. E�EfR TO G00-4 rO TOILET ,ECCE - 550 ' LEGEND ANID DIOL NT f NG �4E Ir-�;�4T5. WATERMARK ROD SOAP/SHAMPOO SHELF S" CxWB SOFFIT SHOWERHEAD CONTROLS Q (V M SHOWER BASE J SEATING FATIENT TOILET 1/4" = 1'-0" is, �1M al,111 rrLO5 FATIENT TOILET 1/4" = 1'-0" FAfiENT ROOM 1/4" = 1'-0" 3'-0Ys" ROD EQ EQ SHOWERHEAD MANUAL FLUSH ON SIDE TOWARD SINK A N W X \ th cv CONTROLS SHOWER BASE F=471ENT TOLET 1/4" = 1'-0" FAfilENfi iRCOM fii'F2 - F-EFLEGfiFE) CLG FLAN F'AfiIENt ROOM 1/4" = 1'-0" /O\ (14� 0 0 O 8 O r -------I 4 i 1 C -1 A4m1 5 i i I i 1 PATIENT PROX i i i BED CAB7 PROX GAB i --- i F -------I — B i i PAPpr) TIENT 1 1f I \11 P4TIENfi TOLFfi 1/4" = 1'-0" 1/4" = 1'-0" TOWEL BAR FATIENT RCC�l T"�FE 2 - NEW CCN5TF��CTICN FA71€Nfi fi0LEfi 1/4" = 1'-0" NURSE CALL PULL STATION (rl F'ArtIrNfi BOOM 1/4" = 1'-0" FAfiIENfi ROOM 7iPE 2 - DEMOLIfiION 1/4" = I'-0" 1/4" = I'-0" i <E -T- NOTES - CEILING; ONEW 1ITL. STUD k GYP. 5D. BULKHEAD ONEW W/R GYPSUM 50A1;RD 5D ONEW SUSPENDED GRID GLG. TO REPL.AGE EXISTING ONEW CEILING MOUNTED LIGHT 1=1XTURE CENTERED OVER PATIENT BED. ONEW SUSPENDED CEILING SYSTEM OCU5IGLE CURTAIN TRACK (refer to 2/A700) OSHOWER INCANDESCENT LIGHT <E'*' NOTE5 - NELCONST�,=,UCTION OI EXISTING DOOR AND F=RAME TO 5E REUSED. ONEW TILE, SHOWER, AND TOILET ACCESSORIES ONEW WATER CLO5ET ONEW LAVATORY OIN FILL NEW WALL TO MATCH EXISTING ONEW WARDROBE C,451NET. REFER TO T -1/A704 ONOT USED ONEW HANDWASH SINK. REFER TO PLUMBING DWGS. ONEW CASEWORK 10 WATERMARK SOLID SURFACE SHOWER UNIT: WM3636TRENGH. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S SPECIFIGATION5 5EI=ORE FRAMING. II N IGHTL IGIHT 12 WATERMARK SOLID SURFACE 30x60 ADA ROLL -IN SHOWER, WMI3060FRONTTRENCH. 13 WATERMARK VANITY 14 WATERMARK TERAFINA VANITY 15 WATERMARK 5HELF W1r--112Ia5HELF--PTH ❑ ARCHITECTURE � PLANNING INTERIOR DESIGN N n Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA A- A Architect Registration: William E. Hereford III AR96247 H LU W a- rrLO5 III \ II FAfiENT ROOM 1/4" = 1'-0" 3'-0Ys" ROD EQ EQ SHOWERHEAD MANUAL FLUSH ON SIDE TOWARD SINK A N W X \ th cv CONTROLS SHOWER BASE F=471ENT TOLET 1/4" = 1'-0" FAfilENfi iRCOM fii'F2 - F-EFLEGfiFE) CLG FLAN F'AfiIENt ROOM 1/4" = 1'-0" /O\ (14� 0 0 O 8 O r -------I 4 i 1 C -1 A4m1 5 i i I i 1 PATIENT PROX i i i BED CAB7 PROX GAB i --- i F -------I — B i i PAPpr) TIENT 1 1f I \11 P4TIENfi TOLFfi 1/4" = 1'-0" 1/4" = 1'-0" TOWEL BAR FATIENT RCC�l T"�FE 2 - NEW CCN5TF��CTICN FA71€Nfi fi0LEfi 1/4" = 1'-0" NURSE CALL PULL STATION (rl F'ArtIrNfi BOOM 1/4" = 1'-0" FAfiIENfi ROOM 7iPE 2 - DEMOLIfiION 1/4" = I'-0" 1/4" = I'-0" i <E -T- NOTES - CEILING; ONEW 1ITL. STUD k GYP. 5D. BULKHEAD ONEW W/R GYPSUM 50A1;RD 5D ONEW SUSPENDED GRID GLG. TO REPL.AGE EXISTING ONEW CEILING MOUNTED LIGHT 1=1XTURE CENTERED OVER PATIENT BED. ONEW SUSPENDED CEILING SYSTEM OCU5IGLE CURTAIN TRACK (refer to 2/A700) OSHOWER INCANDESCENT LIGHT <E'*' NOTE5 - NELCONST�,=,UCTION OI EXISTING DOOR AND F=RAME TO 5E REUSED. ONEW TILE, SHOWER, AND TOILET ACCESSORIES ONEW WATER CLO5ET ONEW LAVATORY OIN FILL NEW WALL TO MATCH EXISTING ONEW WARDROBE C,451NET. REFER TO T -1/A704 ONOT USED ONEW HANDWASH SINK. REFER TO PLUMBING DWGS. ONEW CASEWORK 10 WATERMARK SOLID SURFACE SHOWER UNIT: WM3636TRENGH. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S SPECIFIGATION5 5EI=ORE FRAMING. II N IGHTL IGIHT 12 WATERMARK SOLID SURFACE 30x60 ADA ROLL -IN SHOWER, WMI3060FRONTTRENCH. 13 WATERMARK VANITY 14 WATERMARK TERAFINA VANITY 15 WATERMARK 5HELF W1r--112Ia5HELF--PTH ❑ ARCHITECTURE � PLANNING INTERIOR DESIGN N n Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA A- A Architect Registration: William E. Hereford III AR96247 H LU W a- NAL. NOS= 4L_L OL�TL T 1-0�4T IONS_ 2.F - TC X00,4 F:C TOILET LEGEND AND ' 10L NT IND I fid_ 3,ALL c45000 4N[D F I X7JE 5 IN T;-� 1 � 001„1 5�44LL DEFT OFR EXC � �1 1�4 IONS Af=f=L1C,45LE TO 54 14TH I C U5E CL�1=5. SHOWER RC" F,0 MANUAL FLUSH ON SIDE TOWARD SINK TILE FATIENT TOILET, ALDER LCD TV CHAIR RAIL FATENT ROOM 1/4" = 1'-0" L - NURSE CALL PULL STATION FATENT TCILFT 1/4" = 1'-0" PATIENT fiYFE 3 - �EPLEGTED GLCT FLAN 1/4" = 1'-0" Oil F74TIENT �ROC�l t^utti =A= F4TIENT TOLET 1/4" = P-0" MARKER FAfi I ENfi ROOM 1/4" = 1'-0" FAtlENt RCCM TiPF 3 - NEW CCNSTf�UCTICN 1/4" = 1' 0" SHOWER ROD OF 2" %\ E ROLL IN SHOWER 5A5E PATENT TOLET 1/4" = 1'-0" 'CD TV :URTAIN )OCR STOP FAfilENfi BOOM 1/4" = 1'-0" ,AIR RAIL F,4fiIENT FoOM fiiFE- 3 - E)E-MCLIfiICN 1/4" = 1'-0" OF` NOTES _ CE IL INS ONEW M%. STUD s GYP. BD. BULKHEAD ONEW W/R GYPSUM BOARD 5D ONEW 5USPENDED GRID CLG, TO REPLACE EXISTING ONEW CEILING MOUNTED LIGHT FIXTURE CENTERED OVER PATIENT BED, ONEW 5USPENDED CEILING SYSTEM OCUBICLE CURTAIN TRACK (refer to 2/A�aBJ OSOOWER INCANDESCENT LIGHT K��' NO�� NUJ GON���I��TION Oj EXISTING DOOR AND FRAME TO BE REUSED. ONEW TILE, SHOWER, AND TOILET ACCESSORIES pNEW WATER CLOSET ONEW LAVATORY OIN FILL NEW WALL TO MATCH EXISTING ONEW WARDROBE CABINET. REFER TO T-I/A704 NOT USED O ONEW HANDWA6H SINK. REFER TO PLUMBING DWGS. Og NEW CASEWORK GWATERMARK 5OLID SURFACE SHOWER UNIT: WM3636TRENC�,;. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S SPEGIFICATIONS BEFORE FRAMING. II NIGHITLIGiHT 12 WATERMARK SOLID SURFACE 30x6m ADA ROLL -IN SHOWER: WM3m60FRONTTRENCH. 13 WATERMARK VANITY 14 WATERMARK TERAFINA VANITY 15 WATERMARK SHELF WM121aSHELF-PTH OI SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE ELSEWHERE. lA REMOVE EXISTING DOOR AND FRAME OREMOVE EXISTING BATHTUB pRE1" LOVE EXISTING WATER CLOSET O4 REMOVE FXISTING LAVATORY OREMOVE EXISTING TOILET ACCESSORIES. OREMOVE EX151 ING SHOWER FIXTURE OREMOVE EXISTING WARDROBE CABINET OREMOVE EXISTING TILE SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE BED G REMOVE E XISTING CASEWORK II REMOVE EXISTING CEILING 12 REMOVE EXISTING PLUMBING FIXTURE(S� 13 REMOVE EXISTING WALL 14 REMOVE EXI5TING MED. GAS, NURSE CALL AND ELECTRICAL OUTLETS. 15 REMOVE EXISTING RECESSED MIRROR UNIT. 16 REMOVE EXISTING WALL PROTECTION. 17 REMOVE EXISTING FLOORING AND 5A5E. ARCHITECTURE PLANNING INTERIOR DESIGN 0 0 0 Lym an z 0 Davidson o 0 Q AA0003000 0 209 10th Avenue South Z Suite 327, Cummins Station Q Nashville, TN 37203 } 615.244.7399 t J 615.244.6697 f 0 W Iddi-architects.com PATIENT fiYFE 3 - �EPLEGTED GLCT FLAN 1/4" = 1'-0" Oil F74TIENT �ROC�l t^utti =A= F4TIENT TOLET 1/4" = P-0" MARKER FAfi I ENfi ROOM 1/4" = 1'-0" FAtlENt RCCM TiPF 3 - NEW CCNSTf�UCTICN 1/4" = 1' 0" SHOWER ROD OF 2" %\ E ROLL IN SHOWER 5A5E PATENT TOLET 1/4" = 1'-0" 'CD TV :URTAIN )OCR STOP FAfilENfi BOOM 1/4" = 1'-0" ,AIR RAIL F,4fiIENT FoOM fiiFE- 3 - E)E-MCLIfiICN 1/4" = 1'-0" OF` NOTES _ CE IL INS ONEW M%. STUD s GYP. BD. BULKHEAD ONEW W/R GYPSUM BOARD 5D ONEW 5USPENDED GRID CLG, TO REPLACE EXISTING ONEW CEILING MOUNTED LIGHT FIXTURE CENTERED OVER PATIENT BED, ONEW 5USPENDED CEILING SYSTEM OCUBICLE CURTAIN TRACK (refer to 2/A�aBJ OSOOWER INCANDESCENT LIGHT K��' NO�� NUJ GON���I��TION Oj EXISTING DOOR AND FRAME TO BE REUSED. ONEW TILE, SHOWER, AND TOILET ACCESSORIES pNEW WATER CLOSET ONEW LAVATORY OIN FILL NEW WALL TO MATCH EXISTING ONEW WARDROBE CABINET. REFER TO T-I/A704 NOT USED O ONEW HANDWA6H SINK. REFER TO PLUMBING DWGS. Og NEW CASEWORK GWATERMARK 5OLID SURFACE SHOWER UNIT: WM3636TRENC�,;. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S SPEGIFICATIONS BEFORE FRAMING. II NIGHITLIGiHT 12 WATERMARK SOLID SURFACE 30x6m ADA ROLL -IN SHOWER: WM3m60FRONTTRENCH. 13 WATERMARK VANITY 14 WATERMARK TERAFINA VANITY 15 WATERMARK SHELF WM121aSHELF-PTH OI SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE ELSEWHERE. lA REMOVE EXISTING DOOR AND FRAME OREMOVE EXISTING BATHTUB pRE1" LOVE EXISTING WATER CLOSET O4 REMOVE FXISTING LAVATORY OREMOVE EXISTING TOILET ACCESSORIES. OREMOVE EX151 ING SHOWER FIXTURE OREMOVE EXISTING WARDROBE CABINET OREMOVE EXISTING TILE SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE BED G REMOVE E XISTING CASEWORK II REMOVE EXISTING CEILING 12 REMOVE EXISTING PLUMBING FIXTURE(S� 13 REMOVE EXISTING WALL 14 REMOVE EXI5TING MED. GAS, NURSE CALL AND ELECTRICAL OUTLETS. 15 REMOVE EXISTING RECESSED MIRROR UNIT. 16 REMOVE EXISTING WALL PROTECTION. 17 REMOVE EXISTING FLOORING AND 5A5E. ARCHITECTURE PLANNING INTERIOR DESIGN 0 0 0 Lym an z 0 Davidson o Dooley, Inc. Q AA0003000 0 209 10th Avenue South Z Suite 327, Cummins Station Q Nashville, TN 37203 } 615.244.7399 t J 615.244.6697 f 0 W Iddi-architects.com F o ATLANTA �. NASHVILLE Q TAMPA I D (7 w d A. o n. W W W a A. lY Z a A. 0 H 1 I-�y ��'� I FArchitect Registration: 0 William E. Hereford III z AR96247 Q 0 W N 0 w J 0 Z N 0 a CENTRAL FL Enlarged Plan I Room Type 3 W a CIiIt? 11/7/2012 W U) H LU 0 Q LL a arW LU LL O �. LL Z R D w Q 1 Y! 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VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S SPEC IFI CATION5 BEFORE FRAMING. II NIGHTLIGHT 12 WATERMARK SOLID SURFACE 30xro0 ADA ROLL -IN SHOWER: 01130io 0FRONTTRE NCH. 13 WATERMARK VANITY 14 WATFRMARK TERAFINA VANITY 15 WATERMARK SHELF WM121aSHELF-PTH <E:'�' NOTES D i'10L I FION OI SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE ELSEWHERE. IA REMOVE EXISTING DOOR AND FRAME 02 REMOVE EXISTING BATHTUB O3 REMOVE EXISTING WATER CL05ET 04 REMOVE EXISTING LAVATORY OREMOVE FX15TING TOILET ACCFSSORIFS. OREMOVE EX15TING SHOWER FIXTURE OREMOVE EXISTING WARDROBE CABINET OREMOVE EXISTING TILE SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE BED GREMOVE CXI5TING CASEWORK II RFMOVE EXISTING CEILING 12 REMOVE EXISTING PLUMBING FIXTURE(S) 13 REMOVE EXISTING WALL 14 REMOVE EXISTING MED. GAS, NURSE CALL AND ELECTRICAL OUTLETS. 15 REMOVE EX15TING RECE55FD MIRROR UNIT, GREMOVE EXISTING WALL PROTECTION. 17 REMOVE EXISTING FLOORING AND 5,45E. 0ARCHITECTURE W J PLANNING 4 INTERIOR DESIGN N z Lyman z 0 Davidson o Dooley, Inc. Q AA0003000 0 209 10th Avenue South z Suite 327, Cummins Station Q Nashville, TN 37203 } 615.244.7399 t J 615.244.6697 f 0 Iddi-architects.com W F - o ATLANTA Q NASHVILLE < TAMPA I 0 0 A- J J I N W I Architect Registration: 0William E. Hereford III 71 AR96247 W m 0 N W � J REGIONAL 0 HOSPITAL 0 0 M.. 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WATERMARK VANITY 13 Y 14 WATERMARK TERAFINA VANITY WATERMARK SHELF Wi" 112Ia6HELF-PTH 15 H � NOTES- D110L 11_ ION 0 SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE ELSEWHERE. IA REMOVE EXISTING DOOR AND FRAME 02 REMOVE EXISTING BATHTUB OREMOVE EXISTING WATER CLOSET 0 REMOVE EXISTING LAVATORY OREMOVE EXISTING TOILET ACCE55ORIE5. O6 REMOVE EXISTING SHOWER FIXTURE OREMOVE EXISTING WARDROBE CABINET OS REMOVE EXISTING TILE' SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE BED 10 REMOVE EXISTING CASEWORK II REMOVE EXISTING CEILING 12 REMOVE EXISTING PLUMBING PIXTURE(S) 13 REMOVE EXISTING WALL REMOVE EXISTING MED. GAS, NURSE CALL AND 14 D ELECTRICAL OUTLETS. REMOVE EXISTING RECESSED MIRROR UNIT. 15 . 16 REMOVE EXISTING WALL PROTECTION. ARCHITECTURE PLANNING INTERIOR DESIGN Z Lyman 0 Davidson o Dooley, Inc. Q AA0003000 0 209 10th Avenue South Z Suite 327, Cummins Station Q Nashville, TN 37203 615.244.7399 t J 615.244.6697 f 0 W Iddi-architects.com o to ATLANTA Q NASHVILLE TAMPA IF rn 111111110 a a U W A. 7 w �. LU w Z a A: IIIIII -0: o -! \j/ ELFVATION LLEVATION CHAIR RAIL ETR REFRIGERATOR STOVE LLF\/ATICN 1/4" 1'-0" ELEVATION ELF\/A— TION ELEVATION 1/4" - 1'-0" 1/4" - 1'-0" '-0" I � NOTES - CEILING NEW MTL. STUD 8 GYP. BD. BULKHEAD O ONEW W/R GYPSUM BOARD BD O3 NEW SUSPENDED GRID CLG. TO REPLACE EXISTING ONEW CEILING MOUNTED LIGHT FIXTURE CENTERED OVER PATIENT BED. ONEW SUSPENDED CEILING SYSTEM CUBICLE CURTAIN TRACK (refer to 2/4708) O OSHOWER INCANDESCENT LIGHT <E NI' NOTES - N UJ CONSTfRUCTiON 01 EXISTING DOOR AND FRAME TO BE REUSED. 2ONEW TILE, SHOWER, AND TOILET ACCESSORIES O3 NEW WATER CLOSET 4O NEW LAVATORY OIN FILL NEW WALL TO MATCH EXISTING ONEW WARDROBE CABINET. REFER TO T-I/A104 ONOT USED OS NEW HANDWASIH SINK. REFER TO PLUMBING DWG5. O9 NEW CASEWORK 10 WATERMARK SOLID SURFACE SHOWER UNIT: Wr-13636TRENCH. VERIFY ROUGH OPENING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS BEFORE FRAMING_ II N IGHTL IGHT 12 WATERMARK SOLID SURFACE 30x(oO ADA ROLL -IN SHOWER. WM3060FRONTTRENCH. WATERMARK VANITY 13 Y 14 WATERMARK TERAFINA VANITY WATERMARK SHELF Wi" 112Ia6HELF-PTH 15 H � NOTES- D110L 11_ ION 0 SALVAGE EXISTING DOOR AND FRAME TO REMAIN. REUSE ELSEWHERE. IA REMOVE EXISTING DOOR AND FRAME 02 REMOVE EXISTING BATHTUB OREMOVE EXISTING WATER CLOSET 0 REMOVE EXISTING LAVATORY OREMOVE EXISTING TOILET ACCE55ORIE5. O6 REMOVE EXISTING SHOWER FIXTURE OREMOVE EXISTING WARDROBE CABINET OS REMOVE EXISTING TILE' SHOWER OREMOVE EXISTING WALL MOUNTED LIGHT FIXTURE OVER THE BED 10 REMOVE EXISTING CASEWORK II REMOVE EXISTING CEILING 12 REMOVE EXISTING PLUMBING PIXTURE(S) 13 REMOVE EXISTING WALL REMOVE EXISTING MED. GAS, NURSE CALL AND 14 D ELECTRICAL OUTLETS. REMOVE EXISTING RECESSED MIRROR UNIT. 15 . 16 REMOVE EXISTING WALL PROTECTION. ARCHITECTURE PLANNING INTERIOR DESIGN Z Lyman 0 Davidson o Dooley, Inc. Q AA0003000 0 209 10th Avenue South Z Suite 327, Cummins Station Q Nashville, TN 37203 615.244.7399 t J 615.244.6697 f 0 W Iddi-architects.com o to ATLANTA Q NASHVILLE TAMPA IF rn 111111110 a a U W A. 7 w �. LU w Z a A: -0: o F a Z 11 W J 0 W Architect Registration: William E. Hereford III AR96247 VJ Type 4 dRoom O A405.DWG a 8 4+ 212022.00 O L d= LL Z N6Lij 0N L/ LL to O ~ 111- z Z �a 0� cc a a LU w CENTRAL FL Interior Elevations ADL 405 11/7/2012 Type 4 dRoom I A405.DWG a w--= 212022.00 z OU -M WEH 0N Z DHM�.H 405 11/7/2012 METAL WALL STUDS CONTINUOUS 20 GA 4" WIDE MTL. BACK-UP PLATE REQUIRED MFfiAL F34GKINr-:s DEtAI FIRE TREATED WOOD BLOCKING BETWEEN METAL STUDS 2X4 AT TOWEL_ BARS 8 TOILET PAPER HOLDER 2X8 AT GRAB BARS, SHOWER SEATS, LAVATORIES, TOWEL D I5PEN5ER5, DRINKING FOUNTAINS 4 URINALS 2 - 2X125 AT CLINICAL 51NK5 4 - 2X125 AT SCRUB SINKS METAL STUDS FINISHED FLOOR XoE) 5Loc<iN(� 18 GA. METAL RUNNER TRACK - CLIP FL ANi� ;=a TC RE ME' MFTAL 54CiGIN(� pFfi41L STUD - R IF :ED MINIMUM 18 GA, METAL STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT 14 GA. STEEL RUNNER TRACK - CLIP FLANGES AND FOLD WEB TO FORM ATTACHMENT FLANGE MINIMUM S" -DEEPER IF REQUIRED M�TAL E5AGKING [DETAIL 1/4" THREADED ROD (FURNISHED BY GENERAL CONTRACTOR) 3 5/8" METAL STUDS BACK ATTACHED 11TH SHEET METAL SCREWS (FURNISHED 3Y GENERAL CONNECTOR) A A V A 500 to w ft 410, I � W REGIONAL i HOSPITAL Z 7 CEILING ; 0 FLOOR SLAB ASSEMBLY J SANFORD, FL 32771 �I o I! -----` Z 0 0 } w BLANKETS RUNNERS- ATTACH i I LAYER 5/s" GYP BD WITH POWER DRIVEN z (PER UL DESIGN NO. ANCHORS 2'-0" O.C. Davidson U425) EACH SIDE ON MDooley, Inc. " x 12" WOOD BLOCKING ATTACHED O METAL STUDS (FURNISHED 3Y GENERAL CONTRACTOR) FINISHED CEILING- PER SHEET RCP — WALL MOUNTING BRACKET ---OUTLINE OF TV z-2" x 12" WOOD BLOCKING ATTACHED TO METAL STUDS (FURNISHFD BY GENERAL CONTRACTOR) FEED CONDUIT FROM 511DF TO AVOID MOUNTING BRACKET BLOCKING �—STANDARD THREE GANG TV OUTLET (THREE GANG BACKBOX 4 120 VAC POWER TO PROVIDED BY ELECTRICAL CONTRACTOR) GA. METAL STUDS NOTE: CONFIRM FINAL BRACKET SELECTION AND WITH FACILITY PRIOR TO ROUGH -IN. TV 5FNAC<ET �) F T AL ACTUAL BRACKET MAY REQUIRE DIFFERENT ARRANGEMENT N.T.S. 5/S" TYPE "X" ONE OR TWO HOUR GYP, ON METAL FIRE RATED OR I APE AND FINISH STUDS SMOKE CONTROL BEHIND CABINET PARTITION 2' - 0" (PER UL) FURR WALL ABOVE 7= ECTRICAL. PANFL, AND BELOW FOR 5 F.E.C. OR OTHER WALL SIDED GYPSUM MOUNTED CABINET OR ENCLOSURE BOX OVER 1& SQ. INCHES RECF55FD E00m. �)TAL 14 5/S" TYPE "X" 3YP, ON METAL 3TUD5 :TINGUISHER CABINET IN 5 SIDED GYPSUM BOARD ENCLOSURE f�CL��ED FEC E)LTA L ACOUSTICAL SEALANT BACK 4 SIDES OR BOX AS NECESSARY FOR SOUND RATING AND SMOKE CONTROL TELEPHONE OR ELECTRICAL BOXES MAX. 16 SQ. IN, MAX, OPN'G, 100 50. INJI00SF (PER UL) ACOUSTICAL SEALANT AROUND BOX PENETRATION K,7*\ ADJ. EL.EC.-FD.0XF5.- FATES u FILL CAVITY WITH 5AFING INSULATION AT RATED WALLS SHEET MTL. REINF. ANGLE: 135` CORNER BEAD METAL STUDS 5/8" GYP. BD, CORNER pETAL t PIGAL BOX r DRYWALL TO FIT HTLV AROUND CONDUIT NOTE: THE HIGHER PRIORITY RATED WALL R[ORITY MUST PASS THROUGH THE LESSER PRIORITY WALL JOINT D - TYPICAL RIORITY ALL 11XII ON UDS TYPE GYP. BD. c METAL STL t ^ r"- 4ND SEAL 5EHIND ECTING TION (ALL :S) INtFR5ECTION OF RATM U.J4�5 N.T.S. �. WIRE TIE RETAINER JOINT COMPOUND APPLIED TO BACK OF DRYWALL TYPE G SCREW ONE PER CORNER METAL DECK MINERAL FIBER SAFING IN VOIDS BETWEEN DECK AND RUNNER MINIMUM S" WIDE 5/6" GYPSUM WALLBOARD COPED TO FIT DECK CORRUGATIONS. APPLY FULLY BEDDED IN FIRESTOP COMPOUND W/ TYPE "G" LAMINATING 5CREW5 8" O.C. MAX. APPLY ON BOTH SIDES OF FIRE/ SMOKE PART I T I ON5 )IRE TIE RETAINER JOINT COMPOUND TYPE C SCREW TWO PER CORNER PARTIAL ELEVATION SECTION - ONE HOUR WALL SECTION - TWO HOUR WALL NOTE: GUT ALL 'ENGLOSURE' PIEGES OF GYPSUM PANEL TO INSURE PROPER TIGHT FIT T"�F. �-5 DEID SOX [DTA L STEEL STUD 1/2" MAX. GAzl—\ 1-5/5" TYPE 5 -- SCREWS 24" O.C. 5/8" GAP VINYL OR META[ CONTROL JOINT 5/8" DEN5ARMOR PLUS or TOUGHROCK FIREGUARD X GYPSUM BOARD STRIPS FASTENED TO STUD 1 HOSfR CONfiFOL JOINT 1-1/2" = 1'-0" I-1/2" = 1'-0" + 5t-10<[: PARTITIONS WHERE A RATED PARTITION INTERSECTS WITH THE RATED ROOF DECK A5SEMBLY (ul P732), THE FOLLOWING HEAD OF WALL ASSEMBLY SHALL BE USED: UL HW -D-0324 WHERE A RATED PARTITION SITS ON A CONCRETE SLAB=ON-GRADE, THE JOINT A55EMBLY SHALL BE: Ul. 5W-5-0001 WHERE LESS THAN 12" DIA CONDUIT PENETRATES A RATED GYPSUM PARTITION, THE JOINT ASSEMBLY SHALL BE: UL W -L-5001 WHERE I.OW-VOLTAGE WIRING PENETRATES A RATED GYPSUM PARTITION, THS JOINI ASSEMBLY SHALL BE: Ul W -L-3320 (IN WALL) UL W -L-3334 (THRU WALL) REFER TO SHEET 0005 FOR ADDITIONAL DETAILS '4fiEE) UJ4LL NOTES i 4ND JOINT DUNE) - TYP Z PRIORITY WALL AXONOMETRIC TYPICAL INTERIOR PARTITION5 ARE UNRATED AND SHALL EXTEND THROUGH CEILING TO DECK ABOVE UNLE55 OTHERWISE NOTED SMOKE BARRIER WALLS SHALL BE CONSTRUCTED UNINTERRUPTED. PENETRATIONS IN SMOKE OR OTHER FIRE RATED WALLS IN THE EXCE55 OF 16 SQUARE INCHES SHALL BE PROTECTED WITH A FIVE 51DED ENCLOSURE OF TYPE "X" GYPSUM WALLBOARD. ALL GYPSUM WALLBOARD SHALL BE FIRE RESISTIVE UL CLASSIFIED TYPE "X" MATERIAL APPLIED IN STRICT CONFORMANCE TO THE APPLICABLE FIRE TEST DESIGN WITH JOINTS ON OPPOSITE WALL FACES OFFSET FROM EACH OTHER A MINIMUM OF 10" HORIZONTALLY AND VERTICALLY. FASTENERS SHALL BE OF APPROVED TYPE AND INSTALLED IN ACCORDANCE WITH APPLICABLE FIRE TEST, ALL WALLBOARD JOINTS SHALL BE TAPED AND FINISHED WITH TAPE COMPOUND INCLUDING THOSE ABOVE THE CEILINGS. HOWEVER, SCREWS IN BLOW-OUT PATCHES SHALL NOT BE COVERED WITH COMPOUND. PENETRATIONS FOR PIPE CONDUIT, DUCT 4 ETC. WITH ANNULAR OPENINGS ABOUT THEM THAT EXCEED 1/2" SHALL BE SEALED SMOKE TIGHT WITH LAYERS OF GYPSUM WALLBOARD EQUAL TO THAT OF THE PARTITIONS CONSTRUCTION, CUT TO FIT TIGHT TO PENETRATIONS AND EXTEND A MINIMUM OF 4" BEYOND PFNETRATION ANNULAR OPENING APERTURE BUT NOT LESS THAN REQUIRED TO LAP ADJACENT STUDS AND HEADERS. PENETRATIONS IN EXCESS OF 5" IN MAXIMUM DIMENSION SHALL BE FRAMED WITH RUNNER CHANNEL- HEADERS SECURED TO STUDS WITH LEGS FACING PENETRATION OPENING TO HOLD TIGHTLY COMPRESSED MINERAL FIBER SAFING INSULATION, IF APERTURE OF PENETRATION EXCEEDS TWO INCHES, SECURE SAFING WITH WALLBOARD PATCH AS DESCRIBED BEFORE. ALL WOOD BLOCKING WITHIN THE BUILDING ENVELOPE SHALL BE FIRE RETARDENT TREATED. OIL 1=1N. FLR..41 ; aw, jj A 602 ONE HOUF FATED FIRE FAfRTfTION METAL STUDS AT 16" O.G. UNLESS OTHERWISE NOTED, ONE LAYER OF %" GYP. BD. (PER UL DESIGN NO. U425) EACH SIDE APPLIED VERTIGALLY WITH P TYPE "5" GYP. BD_ SCREWS AT 8" O.G. VERTICAL EDGES AND CEILING AND FLOOR RUNNERS AND 12" O.G. INTERMEDIATE STUDS. STAGGER VERTICAL JOINTS 16" O.C. AND HORIZONTAL JOINTS 24" O.C. AND FINISH. EXTEND PARTITION TO DECK, SEAL ALL PENETRATIONS AND EACH LAYER TO DECK PER UL DESIGN ASSEMBLY. UL DESIGN NO. U425 (WALL) AND HW -D-0324 (CEILING JOINT) ONE �IOUR RATM PIPE 54RRIFI� N.T.S, CEILING RUNNERS- ATTACH WITH POWER DRIVEN ANCHORS 2'-0" O.G. FLOOR SLAB ASSEMBLY SOUND ATTENUATION BLANKETS 1 LAYER 5/8" TYPE X GYP. BD. EACH SIDE ON MTL STUDS e I6" O.C. OIL FIN. FLR. : fhba A 602 METAL STUDS AT Iro" O.C. UNLESS NOTED OTHERWISE, EXTENDED TO THE DECK ABOVE WITH ONE LAYER 5/5" TYPE "X" GYP. BD. EACH 51DE APPLIED VERTICALLY. STAGGER VERTICAL JOINTS 16" O.C, AND THERE WILL BE NO HORIZONTAL JOINTS. EXTEND GYP. BD. TIGHT TO DECK ON ONLY ONE SIDE OF WALL. STOP OTHER 51DE OF GYP. BD. ro" ABOVE CEILING GRID. SEAL TIGHT WITH ACOUSTICAL SEALANT. NCiN-fcd'F : NTEF,,,1C� PA TI' :'N (5MC<E) N.T.S. TYP. CORRIDOR PARTITIONS ARCHITECTURE PLANNING INTERIOR DESIGN A 500 to w ft 410, I � W REGIONAL J HOSPITAL Z 7 CEILING ; 0 FLOOR SLAB ASSEMBLY J SANFORD, FL 32771 �I o I! SOUND ATTENUATION Z i0� �0 } w BLANKETS RUNNERS- ATTACH . • rl I LAYER 5/s" GYP BD WITH POWER DRIVEN z (PER UL DESIGN NO. ANCHORS 2'-0" O.C. Davidson U425) EACH SIDE ON MDooley, Inc. Q MTL STUDS 16" O.C. OIL 1=1N. FLR..41 ; aw, jj A 602 ONE HOUF FATED FIRE FAfRTfTION METAL STUDS AT 16" O.G. UNLESS OTHERWISE NOTED, ONE LAYER OF %" GYP. BD. (PER UL DESIGN NO. U425) EACH SIDE APPLIED VERTIGALLY WITH P TYPE "5" GYP. BD_ SCREWS AT 8" O.G. VERTICAL EDGES AND CEILING AND FLOOR RUNNERS AND 12" O.G. INTERMEDIATE STUDS. STAGGER VERTICAL JOINTS 16" O.C. AND HORIZONTAL JOINTS 24" O.C. AND FINISH. EXTEND PARTITION TO DECK, SEAL ALL PENETRATIONS AND EACH LAYER TO DECK PER UL DESIGN ASSEMBLY. UL DESIGN NO. U425 (WALL) AND HW -D-0324 (CEILING JOINT) ONE �IOUR RATM PIPE 54RRIFI� N.T.S, CEILING RUNNERS- ATTACH WITH POWER DRIVEN ANCHORS 2'-0" O.G. FLOOR SLAB ASSEMBLY SOUND ATTENUATION BLANKETS 1 LAYER 5/8" TYPE X GYP. BD. EACH SIDE ON MTL STUDS e I6" O.C. OIL FIN. FLR. : fhba A 602 METAL STUDS AT Iro" O.C. UNLESS NOTED OTHERWISE, EXTENDED TO THE DECK ABOVE WITH ONE LAYER 5/5" TYPE "X" GYP. BD. EACH 51DE APPLIED VERTICALLY. STAGGER VERTICAL JOINTS 16" O.C, AND THERE WILL BE NO HORIZONTAL JOINTS. EXTEND GYP. BD. TIGHT TO DECK ON ONLY ONE SIDE OF WALL. STOP OTHER 51DE OF GYP. BD. ro" ABOVE CEILING GRID. SEAL TIGHT WITH ACOUSTICAL SEALANT. NCiN-fcd'F : NTEF,,,1C� PA TI' :'N (5MC<E) N.T.S. TYP. CORRIDOR PARTITIONS ARCHITECTURE PLANNING INTERIOR DESIGN 0 tD CENTRAL FL W REGIONAL J HOSPITAL Z 7 W U) 0 1401 W SEMINOLE BLVD J SANFORD, FL 32771 0 o I! F - Z i0� �0 } w Z m W J 0 . • rl 0 6 Q z Lyman Z o Davidson oM MDooley, Inc. Q AA0003000 0 209 10th Avenue South Z Suite 327, Cummins Station Q Nashville, TN 37203 } J 615.244.7399 t 615.244.6697 f 0 W Iddi-architects.com Q 0 ATLANTA Q NASHVILLE w u TAMPA I [7 a A 0 A - W 0 Z�. 0 0 A. o 0 } ' CENTRAL FL REGIONAL Z HOSPITAL 0 W U) 0 1401 W SEMINOLE BLVD 0 Z 0 SANFORD, FL 32771 0 o I! r C r ',4 >—Jw O i0� �0 LL. Z m W "'r' tvOAC . • rl oO 6 Q F Z } LL - 0 Z Ql 0I 01 Q U) N Q 0 Grl _ -117<. Second Floor - I Plan Details w Z } ' CENTRAL FL REGIONAL o HOSPITAL 0 0 1401 W SEMINOLE BLVD Z SANFORD, FL 32771 0 N 0 Q i0� �0 0 Z . • rl Q } u� J LL 0 Grl Second Floor - I Plan Details w a 207069.00—A500.dwg a w u 212022.00 FI- N 7.v DCV I--. 0 0 PA Fc Tc NF -W WALL CORNER GUARD 5/8" GW5 EXISTING COLUMN 7/5" HAT CHANNEL CORNER GUARD GOL_UMN �N��O�UR� 3-5/8" MTL STUD NEW SINK AS SPECIFIED NEW LAYER OF 5/8" GW5 ON EXISTING FRAMING EXISTING COLUMN CORNER GUARD 7/8" HAT CHANNEL 5/8" GW5 NEW WALL — SHOWER STALL AND ASSOCIATED HARDWARE 3-'S/8" MTL STUD EXISTING COLUMN CORNER GUARD 7/8" HAT CHANNEL 5/8" GWS NEW WALL GCLU N ENCL05UiRE INFILL 5F(;T1CN EXISTING WALL CORNER GUARD 5/8" GW5 EXISTING COLUMN US" HAT CHANNEL CORNER GUARD COLUMN �NC�05UR� NEW CASEWORK CORNER GUARD 5/8" GW5 3-5/8" MTL STUD FLAN DETAIL 5/8" GW5 3-5/8" MTL STUD VENT A50VE. SEE SECTION FOR MOUNTING HEIGHT. OPAQUE FILM APPLIED TO INTERIOR SIDF OF EXISTING GLAZING REFER TO PLAN VENT A50VE. SEE SECTION FOR MOUNTING HEIGHT REMOVE EXISTING WINDOW SILL UJINDOUJ INFILL C0411 GUARD 5/8" GW5 -1/8" HAT CHANNEL — V GOLU1iN ENCL05U�E ARCHITECTURE PLANNING INTERIOR DESIGN ' Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South z Suite 327, Cummins Station Q Nashville, TN 37203 615.244.7399 t 615.244.6697 f 0 W Iddi-architects.com F o ATLANTA rn NASHVILLE Q TAMPA I 0 a /� A 0 ^. W w �. 0 �. a o A. 7 F- Q Z I I: Architect Registration: William E. Hereford III AR96247 } w Second Floor - Plan Details F- � N'- R CTD 0 501 N _ � L!J ED LA MI M DOOR AND FRAME SCHEDULE Number Door Size - WxHxT DOOR FRAME FIRE RATING LABEL NO NOTES MATL EL DETAIL MATL GLAZING HEAD JAMB SILL 2098 3'-6" x b'-8" x 13/4" LPL -- "M Z 1 14 15 198 20 MIN 1 Nn 254 4'-0" x b'-8" x 13/4" LPL -- WM Z 14 15 20 20 MIN 3 Reused 212 4'-0' x 6'-8" x 13/4" LPL -- 1•M Z 14 8 20 20 MM 4 Reused 212A 3'-0" x b'-8" x 13/4" LPL -- 14r1 I Z 14 5 1 198 -- 5 lRoused 213 4'4" x b'-8' x 13/4" LPL -- 14'1 Z 14 15 20 20 MM 4 lRoused 213A 3'-0' x 6'-8" x 13/4" LPL -- N'1 Z 14 8 198 -- 5 Reused 214 4'-0' x 6'-8' x 13/4" LPL -- 14"1 Z 14 15 20 20 MIN 4 Reused 214A 3'-0' x b'-8' x 13/4' LPL -- 1•M Z 1 14 8 198 -- 5 Reused 215 4'-0' x 64' x 13/4" LPL -- 9M Z 14 8 20 20 MN 4 Reused 215A 3'-0' x 6'-8" x 13/4" LPL -- WM Z 14 8 198 -- 5 Roused 216A 3'-0' x b'-8" x 13/4' LPL -- 1•Nr1 Z 14 15 20 .. 2 Roused 283 4'4' x 64" x 13/4" LPL 2444 9M Z 1 14 5 20 20 MN 3 Roused 283A 3'-0" x 64' x 13/4" LPL -- 1.1" I Z 14 5 1 20 -- 6 Roused 284 4'-0" x 6'-8' x 13/4" LPL -- 14'1 Z 14 15 20 20 MN 4 Reused 28" 3'-0" x 6'-8' x 13/4" LPL -- WM Z 14 8 I98 -- 5 Doused 28b 4'-0" x 6'-8' x 13/4" LPL -- WM Z 14 15 20 20 MN 4 Roused 28bA 3'-0" x b'-8' x 13/4" LPL -- WM Z 14 8 1 198 -- 5 IRSUmd 286 4'4" x 6'-8" x 13/4" LPL -- 4M Z 14 15 20 20 MN 4 IRmsed 206A 3'-6' x 6'-8' x 13/4" LPL -- 1•M Z 14 15 198 -- 1 NM 281 4'4" x 6'-8' x 13/4' LPL -- NM Z 14 5 20 20 MN 4 Reused 281A 3'-0' x 6'-8' x 13/4' LPL -- 1•M Z 14 8 1 198 -- 5 Reused 288 4'4' x 6'-8' x 13/4' LPL -- WM Z 14 8 20 20 MN 4 Reused 288A 3'-0" x 6'-8" x 13/4' LPL -- 4M Z 14 8 198 -- 5 Roused 289 4'-0" x 6'-8" x 13/4" LPL -- 1•M Z 14 8 20 20 MN 4 Reused 289A 3'-0" x 6'-8' x 13/4" LPL -- 9M Z 14 8 1 198 -- 5 IR@uwd 290 4'4' x 6'-8" x 13/4' LPL -- 1•M Z 14 8 20 20 MN 4 Roused 290A 3'-0" x 6'-8' x 13/4" LPL -- 14M I Z 14 8 198 -- 5 Reused 291 4'-0' x 6'-8' x 13/4" LPL -- 1M Z 14 5 20 20 MN 4 Roused 291A 3'-0' x 64" x 13/4" LPL -- WM Z 14 8 1 198 __ 5 lRoueed 292 4'-0" x 6'-8" x 13/4" LPL -- 1•M Z 14 15 20 20 MN 4 Reused 292A 3'-0' x 64" x 13/4" LPL -- WM I Z 14 15 198 -- 5 Reused C-1 3'-I0'(3'-10') x 6'-8" x 13/4" LPL 24X30 1•M Z 16 li 20 20 MN 1 Nm G-2 3'-101(3'401) x 6'-8" x 13/491 LPL 24X30 1•M Z ib h 20 1 20 MN 1 mm I DOOR 5GPEDULE NOTES: I. ALL GLAZING IN DOORS SHALL BE TYPE G=1 2, FRAME DETAIL5 ARE REFERENCED ON SHEET A602 3. PROVIDE A MARBLE TI-IRE5HOLD DETWEEN CERAMIC TILE AND RESILIENT FLOORING PRODUCTS AT PATIENT TOILETS. CENTER ON DOOR. MAX. GAP 1/8": NO TREATMENT OR 5URFACE 5EAD OF ACOUSTICAL SEALANT ON NON SMOKE WALLS 0— MAX GAP 1/2": FILL WITH ACOUSTICAL SEALANT — MAX CHAP 1/4": FILL WITH JOINT COMPOLIND TO DEPTH OF GYPSUM PANEL PRODUCT A LD PA TI ICI • DP/L NT5 AT PENETRATIONS 46HE5� PRIORITY LOWEST PRIORITY UJALL PRIORITY' LEGEND TWO HOUR FIRE $ SMOKE WALL PRIORITY I HIGHEST TWO HOUR FIRE WALI ' ��--- PRIORITY 2 TWO HOUR SHAFTWALL ONE HOUR FIRE 4 SMOKE WALL PRIORITY 3 ONE HOUR r1RE WALL PRIORITY 4 NON -RATED WALL - PRIORITY 5 LOWEST I [DOC F-,, eENE F,,AL NCTE5 I I. HOLLOW METAL FRAMES SHALL BE "HOSPITAL STOP" TYPE. 2, FIELD VERIFY EXISTING WALL THICKNESS FOR FRAME THROAT DIMENSION. 3. FIELD VERIFY EXISTING HOLLOW METAL DOOR FRA1" IE:S INDICATED FOR REUSE. 4. REPAIR SURFACE= DENTS ON EXISTING HOLLOW METAL DOORS TO 5EE REUSED. S. 1-IELD VERIFY EXISTING DOORS FOR REUSE. 6. EXISTING HM DOORS AND FRAME=S TO REMAIN SHALL SE PAINTED TO FINISH. -T. EXISTING DOOR SIZES ARE ESTIMATED. FIELD VERIFY ALL OPENINGS TO REGEIEVE NEW DOORS. 8. INSTALL TEMPERED SAFETY GLAZING IN ALL HAZARDOUS LOCATIONS AS DE6GR15ED IN THE FLORIDA BUILDING CODE. e. REFER TO THE PROJECT MANUAL FOR THE DOOR HARDWARE SPECIFICATIONS. Im. ALL DOUBLE DOORS OVER 4' WIDE ARE TO HAVE DOOR FRAME REINFORCEMENT PER DETAIL ON AroO2 11 ETR - DESIGNATES EXISTING DOOR TO REMAIN. 12. PAINT EXISTING DOORS AND FRAMES. REFER TO Fm.l 13. IF EXISTING DOOR OPENING IS TO BE REPLACED, THEN NEW DOOR AND/OR FRAME= MUST MAINTAIN EXISTING RATING AT A MINIMUM. 14. REPLACE HARDWARE, EVEN ON DOORS SCHEDULED TO REMAIN. C3FNERAI- NOfiE5 Cel GLASS TYPE NO. 1- 1/4" HEAT CHECKED, TEMPERED SAFETY GLASS OPACITY AS SPECIFIED. GGLASS TYPE NO. 2- 1/4" HEAT CHECKED, TET"IPEERED SAFETY GLASS OPACITY AS SPECIFIED. GLAZING 5C;HEE)��E 'l1_011 _1i _ Ea II Q II Q 21 :0 UuiNE)ouJ VLEVA r ION 3/4" = 1'-0" ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. AA0003000 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA LA Architect Registration: William E. Hereford III AR96247 M W U) Hardware, Schedule d Z 0 D O A600l.DWG 0 Q .CL J W O =* LL W Z W Z NDH o ..� C O F ~ z 111 Z Z U) 1m LU CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 W U) Door & Window Hardware, Schedule d & Details 0 A600l.DWG a W I 212022.00 F W M WEH Z NDH 3 D .601� N 111 /7/2012 W U) SLOPED TOP e SHELF 7-= \/ \/ v /� 3'-011 31_�II K/ I T-7 T-7 36'Hxl5.1"Dx12 "W BEAUTICIAN SUPPLY CABINET HAIR WASHING SINK RELOCATED FROM ROOM 254 INSULATION W AS REQ'D BY ADA L-8 L-2 FOR BURN PREVENTION SIM SIM FAUTO 574T I ON DECORATIVE MIRROR. SEE INTERIORS DWG5. IS" DEEP COUNTER W/ APRON CURTAIN AND A550CIATED TRACK A5 SPECIFIED, LOCKS ON ALL LOCKS ON ALL T-6" 2'-1 L-2 L-8 SLOPED TOP N e N - FILLER GLEAN UTIL_I�Ci / ME�S LOCKS ON ALL -- - LOCKS ON ALL FILLER 1,.01' 2._1.. KK// SLOPED TOP U-5 U-5 ♦1 \\II// cv \ / N 2'-0" L-8 GLEAN UfiUTi /MADS SOLID W;0 AGE 1/4" = 1'-0" 1/4" = 1'-0" I/4" = I'-0" I/4" = I'-0" ICE MAKER 1'-6" I140" U 5 U-5 t Ie WATER FILTER SYSTEM 0 3'-0" 31-011 L-8 NOURI�NMENT -- SLOPED TOP LOCKS ON ALL - LOCK5 ON ALL EQ I'-2" I'-2" 1'-2" I'-2" I'-2" 1'-2" EQ SLOPED TOP U-5 U-5 U-5 U-5 U-5 U-5 LOCKS ON ALL LOCKS ON ALL - U-5 0 SOLID SURFACE 00 0 \ 5LOPED/ \UIC \ PANEL I REF ' e SLOPED TOP 1'-6" 1'-6" N. h, \\ I 1 // \\ 11/ U 5 U-5 L-2 L-8 T-6" 2'-1 L-2 L-8 SLOPED TOP N e N - FILLER GLEAN UTIL_I�Ci / ME�S LOCKS ON ALL -- - LOCKS ON ALL FILLER 1,.01' 2._1.. KK// SLOPED TOP U-5 U-5 ♦1 \\II// cv \ / N 2'-0" L-8 GLEAN UfiUTi /MADS SOLID W;0 AGE 1/4" = 1'-0" 1/4" = 1'-0" I/4" = I'-0" I/4" = I'-0" ICE MAKER 1'-6" I140" U 5 U-5 t Ie WATER FILTER SYSTEM 0 3'-0" 31-011 L-8 NOURI�NMENT -- SLOPED TOP LOCKS ON ALL - LOCK5 ON ALL EQ I'-2" I'-2" 1'-2" I'-2" I'-2" 1'-2" EQ SLOPED TOP U-5 U-5 U-5 U-5 U-5 U-5 LOCKS ON ALL LOCKS ON ALL NURSE STAT ION I/4" = I'-0" � I G % I/4" = I'-0" ` I % 1/4" = I'-0" - U-5 0 SOLID SURFACE 00 0 .................................................... 5LOPED/ \UIC LOCK5 PANEL I REF ' e SLOPED TOP 1'-6" 1'-6" 2'-1" 2'-4" 2'-5" h, L-2 L-8 NR5F 51�1=f=0 T NURSE STAT ION I/4" = I'-0" � I G % I/4" = I'-0" ` I % 1/4" = I'-0" 1/4" = 1'-0" - U-5 0 SOLID SURFACE 00 N. .................................................... N. LOCK5 - --- e SLOPED TOP 1'-6" 1'-6" SLOPED /' \ \ h, PANEL � —? U-5 U-5 2'-6" 2'-6" U 5 U-5 L-2 L-8 FT OT eN 1/4" = 1'-0" U-5 U-5 U-5 U-5 U-5 U -5 CH SOLID SURFACE 00 GOUNTERTOP5 .................................................... N. LOCK5 - --- FD SLOPED TOP 1'-6" 1'-6" 1'-2" 1'-2" 1'-2" I'-2" I'-2" 1'-2" U-5 U-5 U-5 U-5 U 5 U-5 U-5 U-5 \ `\ SLOPED PANEL - REF REFRIGERATOR 5D SOAD DISPENSER 2'-0II 21_�II 21-611 DIE \ �� - 55C \ \ T PAPER TOWEL D15PEN5ER FD TRASH CAN FD 3'-0" �1,_y 4'-� 1 _3 3'-0" 2'-4" 2'-4" T-4" In L-1 ;ool L -B L-8 L-8 LOCKS ON 5A5E CABINET SCILGp U1ILIfii / L INLN B I e N U-5 U-5 U-5 U-5 U-5 U -5 CH SOLID SURFACE CO GOUNTERTOP5 .................................................... N. LOCK5 - --- FD LOCKS FE FINISHED END PANEL - �r K5 DESK KNEE SPACE KT N. N. /� / `\ SLOPED PANEL - - REF REFRIGERATOR 5D SOAD DISPENSER 2'-0II 21_�II 21-611 - - 55C L-8 L-8 L-2 DAN 0 51N< STAT I OI V 55 CORNER - GUARD NUBS€ StArt ION 55 COMER GUARD NUFRSE STATION GYP. BULKHFAD - GYP. BULKHEAD - CORNER BEYOND - 0 1C,4,5F_UJ0FK GENERAL NOfiES 1. ALL HORIZONTAL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR AND/OR SUPPLIER PRIOR TO INSTALLATION. COORDINATE WITH ADA CLEARANCE PLAN SHEET. 2. PROVIDE LAMINATE FILLER PANELS, WHEREVER REQUIRED, A MAXIMUM OF 3" IN WIDTH UNLE55 NOTED OTHERWISE, 3. MAXIMIZE AND EQUALIZE LENGTHS OF ALL UNITS WHEREVER POSSIBL.F, 4. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE CASEWORK 15 PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES. S. CONTRACTOR TO COORDINATE SIZE OF OPENING FOR OWNER FURNISHED EQUIPMENT WITH OWNER FURNISHED EQUIPMENT BROCHURE PROVIDED TO THE GENERAL CONTRACTOR. �o. ALL BASE AND WALL MOUNTED CABINETS, INCLUDING OPEN SHELVING, WILL HAVE ADJUSTABLE 5HELVING, UNLESS NOTED OTHERWISE. 7. REFER TO FINISH PLAN5 FOR LAMINATE 5ELECTION5 B. RADIU5 ALL EXPOSED EXTERIOR CORNERS ON ALL COUNTERTOPS PER DETAIL PROVIDED. INDICATE RADIUS IN PLAN ON SHOP DRAWINGS. FIELD FABRICATED RADIUS NOT ACCEPTABLE 5. KNEE SPACES AND APRON UNITS ARE TO BE PROVIDED WITH COUNTER SUPPORT BRACKET PER 5PECIFICATIONS 10. ALL EXPOSED INTERIORS OF OPEN CABINETS, CABINETS WITH GLASS DOORS, AND WALL CA51NFT TOPS AND BOTTOMS SHALL BE PLASTIC LAMINATE: IN SAME COLOR AND FINISH AS CABINET EXTERIORS. 11. ALL EXPOSED SURFACES ON UNDER5IDE OF COUNTERTOP NOSING AND UNDERSIDE OF BASE CABINET AT TOE SPACE TO HAVE LAMINATE FINISH- TYPICAL EXPOSED LEDGER SUPPORTS IN KNEE SPACES TO HAVE: LAMINATE FIN15H 12. COUNTERTOPS WHICH SINKS OCCUR SHALL HAVE A WATER RE515TANT CORE. 13. REFER TO ELECTRICAL DOCUMENTS FOR LOCATIONS OF UNDER -CABINET LIGHTS VALANCE INDICATED AT SOME LOCATIONS NOT DESIGNATED FOR UNDER -CABINET LIGHTS 14. GROMMET LOCATIONS TO BE CONFIRMED IN FIELD UPON PLACEMENT OF COUNTER TOP EQUIPMENT WITH COORDINATION OF ARCHITECT 8 DIRECTOR OF INFORM. 5Y5T. PROVIDE 2 GROMMETS PER LOCATION IDENTIFIED TO HAVE A KEYBOARD TRAY. 15. STORAGE CABINETS MARKED FOR CPU TO PAPER SLOT GROI`1ME:T ON EACH SIDE OPEN TO KNEE: SPACE I&. REFER TO SECTION 06410 FOR SPECIFICATION5 FOR HARDWARE, AND ACCE55ORY MATERIALS 11. PROVIDE CAM LOCKS FOR: 1/3 OF FILE DRAWERS, 1/4 OF UPPER CABINETS, LINO 1B. CONTRACTOR VERIFY BASE HEIGHT WITH FINISH DOCUMENTS AND ELEVATIONS - AREAS SCHEDULED WITH R551 BASE REQUIRE (o" TOE SPACE 19. CASEWORK TO BE MODIFIED AS REQUIRED FOR ELECTRICAL RECEPTACLI=5 20. CLOSE ALL CAVITIES AT TOP AND BOTTOM OF CASEWORK AT FILLER PANELS TO PREVENT INSECT AND RODENT ENTRANCE 455i�E V I AT I ON L EGENID CG CORNER GUARD CH SOLID SURFACE CO GOUNTERTOP5 C55 TYP LOCK5 - --- FD LOCKS FE FINISHED END PANEL - GROMMET K5 DESK KNEE SPACE KT KT MW MICROWAVE - - REF REFRIGERATOR 5D SOAD DISPENSER 5L FE - - 55C SOLID SURFACE COUNTER TOP T PAPER TOWEL D15PEN5ER FD TRASH CAN FD 3'-0" �1,_y 4'-� 1 _3 LA 311 L-10 L-5 L-10 211 NQS 6T4T I ON 55 CORNER - GUARD NUBS€ StArt ION 55 COMER GUARD NUFRSE STATION GYP. BULKHFAD - GYP. BULKHEAD - CORNER BEYOND - 0 1C,4,5F_UJ0FK GENERAL NOfiES 1. ALL HORIZONTAL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR AND/OR SUPPLIER PRIOR TO INSTALLATION. COORDINATE WITH ADA CLEARANCE PLAN SHEET. 2. PROVIDE LAMINATE FILLER PANELS, WHEREVER REQUIRED, A MAXIMUM OF 3" IN WIDTH UNLE55 NOTED OTHERWISE, 3. MAXIMIZE AND EQUALIZE LENGTHS OF ALL UNITS WHEREVER POSSIBL.F, 4. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE CASEWORK 15 PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES. S. CONTRACTOR TO COORDINATE SIZE OF OPENING FOR OWNER FURNISHED EQUIPMENT WITH OWNER FURNISHED EQUIPMENT BROCHURE PROVIDED TO THE GENERAL CONTRACTOR. �o. ALL BASE AND WALL MOUNTED CABINETS, INCLUDING OPEN SHELVING, WILL HAVE ADJUSTABLE 5HELVING, UNLESS NOTED OTHERWISE. 7. REFER TO FINISH PLAN5 FOR LAMINATE 5ELECTION5 B. RADIU5 ALL EXPOSED EXTERIOR CORNERS ON ALL COUNTERTOPS PER DETAIL PROVIDED. INDICATE RADIUS IN PLAN ON SHOP DRAWINGS. FIELD FABRICATED RADIUS NOT ACCEPTABLE 5. KNEE SPACES AND APRON UNITS ARE TO BE PROVIDED WITH COUNTER SUPPORT BRACKET PER 5PECIFICATIONS 10. ALL EXPOSED INTERIORS OF OPEN CABINETS, CABINETS WITH GLASS DOORS, AND WALL CA51NFT TOPS AND BOTTOMS SHALL BE PLASTIC LAMINATE: IN SAME COLOR AND FINISH AS CABINET EXTERIORS. 11. ALL EXPOSED SURFACES ON UNDER5IDE OF COUNTERTOP NOSING AND UNDERSIDE OF BASE CABINET AT TOE SPACE TO HAVE LAMINATE FINISH- TYPICAL EXPOSED LEDGER SUPPORTS IN KNEE SPACES TO HAVE: LAMINATE FIN15H 12. COUNTERTOPS WHICH SINKS OCCUR SHALL HAVE A WATER RE515TANT CORE. 13. REFER TO ELECTRICAL DOCUMENTS FOR LOCATIONS OF UNDER -CABINET LIGHTS VALANCE INDICATED AT SOME LOCATIONS NOT DESIGNATED FOR UNDER -CABINET LIGHTS 14. GROMMET LOCATIONS TO BE CONFIRMED IN FIELD UPON PLACEMENT OF COUNTER TOP EQUIPMENT WITH COORDINATION OF ARCHITECT 8 DIRECTOR OF INFORM. 5Y5T. PROVIDE 2 GROMMETS PER LOCATION IDENTIFIED TO HAVE A KEYBOARD TRAY. 15. STORAGE CABINETS MARKED FOR CPU TO PAPER SLOT GROI`1ME:T ON EACH SIDE OPEN TO KNEE: SPACE I&. REFER TO SECTION 06410 FOR SPECIFICATION5 FOR HARDWARE, AND ACCE55ORY MATERIALS 11. PROVIDE CAM LOCKS FOR: 1/3 OF FILE DRAWERS, 1/4 OF UPPER CABINETS, LINO 1B. CONTRACTOR VERIFY BASE HEIGHT WITH FINISH DOCUMENTS AND ELEVATIONS - AREAS SCHEDULED WITH R551 BASE REQUIRE (o" TOE SPACE 19. CASEWORK TO BE MODIFIED AS REQUIRED FOR ELECTRICAL RECEPTACLI=5 20. CLOSE ALL CAVITIES AT TOP AND BOTTOM OF CASEWORK AT FILLER PANELS TO PREVENT INSECT AND RODENT ENTRANCE 455i�E V I AT I ON L EGENID CG CORNER GUARD CH COMPUTER (CPU) HOLDER CO COFFEE MAKER C55 COUNTER SUPPORT BRACKET EQ. EQUAL FD HANGING FILE DRAWER FE FINISHED END PANEL G GROMMET K5 DESK KNEE SPACE KT KEYBOARD TRAY MW MICROWAVE OPEN OPEN BELOW COUNTER TOP REF REFRIGERATOR 5D SOAD DISPENSER 5L CONTINUOUS SLOPED TOP SRL SPRING RIM LOCK 55C SOLID SURFACE COUNTER TOP T PAPER TOWEL D15PEN5ER TR TRASH CAN 11-0111-0111-0111-011 U-5 U-5 U-5 U-5 T _ KS FD L-10 L-5 FT/OT Y' XFKSTATON BULKHEAD DISHWASHER EXHAUST HOOD AS SPECIFIED U-5 U-5 N MICROWAVC - I FILLER I'-4" 2'-0" 1'-6" I'-6" 1'-6" 2'-6" 1'-6" 3'-0" L-8 L -1L-8 L-8 OVEN REI=RIGERATOR iCIfiCHEN FATENt FCC�l GYP. BULKHEAD TV SHELF ROD FILLER SHELF J 1/4" _ I" FILLER PANEL, — SIDE SHELF AS NEEDED Fi GYP. BULKHEAD 2'-1" TV SHELF -0" m / FILLER v T-1 SHELF 1/4" = 1'-0" ARCHITECTURE PLANNING INTERIOR DESIGN Z Lyman 0 Davidson o Dooley, Inc. Q AA0003000 0209 10th Avenue South Z Suite 327, Cummins Station Q Nashville, TN 37203 "� g } 615.244.7399 t J 615.244.6697 f 0 W Iddi-architects. com H Q o ATLANTA � NASHVILLE Q TAMPA F LL_ Z I Z) (7 U) } A. (I U w W �. ra U � D W I - z U Architect Registration: William E. Hereford Ill AR96247 F W � It Elevations W J Q ..." 0 "� g d W O a V- W Z IL m o L1.1OC � O F F Z ,C : .� r � LL_ Z z Z) 0 cc p U) F ca a w f ra U � w I - z U 1 0 W CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 =- Casework It Elevations W a A701.DWG a w 212022.00 0 WEH W N � Ili W ARCHITECTURE PLANNING INTERIOR DESIGN 0 �€ Q Z — BULKHEAD 01 - — BULKHEAD 0 + + REFER TO FINISH PLAN Z + FOR COUNTERTOP U' MATERIAL - 1 1" SHELF N N 1'-2y" _ -_ - z ADJUSTABLE HEIGHT I" DRAWER �1 0 0 3/4" SHELF -� APRON 0 DRAWER PLASTIC LAMINATE BASE ° "' -I" SHELF CABINET, H 0 0 _ O °_ DRAWER 0 ° o , WATER FILTERS Z } o o DRAWER W o o _ —FINISH BASE ON TOE KICK — FINISH BASE ON TOE KICK 0 m - 0 2'41 o o o o z Lyman o o PLASTIC LAMINATE 1.6y N Davidson J FULL HEIGHT DOOR 3 NOTE: COUNTERTOP, BRACING PANEL, 3" o Dooley, Inc. VALANCE, E CLEAT TO HAVE ExAA0003000 LOCK 0 209 10th Avenue South I L-1 Z Suite 327, Cummins Station V PLASTIC LAMINATE BASE —1 0 L-9 Q Nashville, TN 37203 } 615.244.7399 t CABINET J 615.244.6697 f 0 Idd i-architects.com W WER W/ LOCK FILE DRAWER W/ LOCK ATLANTA — BULKHEAD Q NASHVILLE + TAMPA IT- I @ FINISH BASE ON TOE KICK ° - - ° REFER TO FINIS( I PLAN ' -- - I" SHELF FOR COUNTERTOP MATERIAL (7 0 o tr } tr o ° -- DOOR 0 0 o ° 1„ DRAWER �. 3 FINISH BASE ON TOE KICK (V o o N o ° 3 ° o PLASTIC LAMINATE BASE W o 4e Ai04 CABINET W/ ADJ. SHELF d 0 0 o `t / ° � o o W L-13 3" ° o o N o o a ° o ° o ? o T_3 I'-2" o o —FINISH BASE ON TOE KICK /4 0 . A . 7 If-o 0 W _ I Z V LL SLOPED TOP — BULKHEAD 0 - 3.. W + + — BULKHEAD It -- DOOR W o 1 ++ o o J o o -- U-5 L-8 J 0 o Q 0 0 0 o o o ADJUSTABLE HEIGHT o o 1 N o o o ° 3/4" SHELF o o 0 0 - ADJUSTABLE HEIGHT o 0 ADJUSTABLE HEIGHT F ° o o 3/4" SHELF o o o (I OF 4) o o ° 0 3/4" SHELF I'-3%4" ' 7RANSACTSURFACE PULL IONCOUNTER W/ -W o o - BULKHEAD BULLNOSE EDGE AND 0 0 o RADIUS CORNERS a o o HANGING ROD - + + -- 1 SHELF — — VALANCE END CAP o o o HANGING ROD - INSTALL 4'-0" AFF V2 --- - FIXED SHELF o o INSTALL 4'-0" AFF TO CENTER OF o ° DOOR 2 2 _4 — REFER To FINISH PLAN I o o AT MID HEIGHT TO CENTER OF ROD. o o A104 FOR COUNTERTOP MATERIAL o o 0 o ROE). ° �, 3 / Architect Registration: 0 0 - William E. Hereford III o o PLASTIC LAMINATE o /r-u� �, A704 _ - - Z AR96247 o DOOR o ' o I _ --- - I/2" REVEAL Q o _ -- ' REMOVABLE BACK PANEL. - Z o o ` - I - - �. �;v`��!` BUMPER TAB ERT O % VALANCE 0 0 i W o O 1'-2 11 �., E co ° o o o 0 o N W o o m o o PLASTIC LAMINATE O 0 PLASTIC LAMINATE FULL HEIGHT DOOR 0 o FULL HEIGHT DOOR-FILE BASE BEYOND 0 z o ° o o N o o o o v 0 0 o 0 0 o ° o �AE3 IN T VA - CL [DTA I o ° U-4 L-5 6" = 1'-0" o o FINISH BASE ON TOE KICK Z o o FINISH BASE FINISH BASE ON TOE KICK 0 ON TOE KICK W REFER TO FINISH PLAN FOR SOLID SURFACE -- --- 1'-3)/4" 0 COUNTERTOP MATERIAL TRANSACTION COUNTER W/ 1 NJ N 3" BULLNOSE EDGE AND -- 3 UP TO 2 E P— 2 -1 450" RADIUS CORNERS �V2" Z REFER To FINISH PLAN — -- 9a. W FOR COUNTERTOP MATERIAL 2'-411 COUNTER TOP U Z T-7 T-5 T-2 GROMMETS 36" O.C. -- 2 0 0 - - A704 0 BLOCKING • I/2" REVEAL ------ I ---, W � � LL + ACCESS PANEL W/LATCH AT --- ---�� -- El_EGTICAL/pATA KNEE SPACE ` ' - y -OUTLETS W W o 6t o 0 BULKHEAD — BULKHEAD _ BULKHEAD 1001 M I'-vl4u �3�4�� I _. + + + + i LL BLOCKING 48" ON CENTER IrO SPACING PER 0 Z Q 0 0 0 0 1" i GROMMET MANUFACTURER'S O = CORD Z a cc (n o o SPEC IF CAT ION TROUGH N FILE BASE BEYOND -- O m 0 0 o o ADJUSTABLE HEIGHT o o o o 3/4" SHELF i C N w 0 0 o o ApJUSTABLE HEIGHT o Z/o. L_J TV AS SPECIFIED 334 U 3/4" SHELF o W o o 0 OF 4) ADJUSTABLE MOUNT 5° H 0 0 0 0 o o I0 0 o o 00 0 -- o ° o o o � 45L T O�e� � TAI � 0 0 It o ° Q 0 ° o FIXED SHELF o o - REMOVABLE PANEL FOR _ o o AT MID HEIGHT o o TV CONNECTION ACCESS L-12 L-4 - 3" 1'-0" F o o o o PLASTIC LAMINATE - 1- FIXED SHELF a DOOR o o o n, O�-�" f- 2'-1" 2'-1" - REFER TO FINISH PLAN s cz co ADJUSTABLE ROD o ° FOR COUNTERTOP Z MATERIAL } CENTRALFL o o �� APRON � REGIONAL 0 0 _-- -- -. . . 0 0 o o - LAMINATE SURFACE 0 HOSPITAL 0 0 .. PLASTIC LAMINATE Z SANFORD, FL 32771 - -v 0 1401 W SEMINOLE BLVD 0 o PLASTIC LAMINATE '�' FULL HEIGHT DOOR ___--- _ - -._ .__.. - PLASTIC LAMINATE 0 o o FULL HEIGHT DOOR ,n NEW BENCH TOP N o ° 1„ DRAWER BRACING END PANEL (UNLESS ADJACENT TO WALL) POST FORMED LAMINATE o o BULLNOSE Q 0 0 1'_10/4" DRAWER PLAM PANEL (REMOVABLE) . ti `r - HANGING FILE Q • oo RAILS N................................................ ■ PLASTIC LAMINATEo } o 0 DRAWER BRACING PANEL WEB................. _ J FIL)= DRAWER W/LOCK _ ~ NOTE: - IL 0 0 -- COUNTERTOP, BRACING .................................................. 0 FINISH BASE FINISH BASE ON TOE KICK FINISH BASO ON TOE KICK -- FINISiI BASE ON TOE KICK 8„ PANEL, VALANCE, k CLEAT } Casework Details ° ° _ _ To HAVE EXTERIOR GRADE & Sections ON TOE KICK � --- _ M _ `� PLYWOOD GORE d v - v 3Il 0 A704dwg 3 X311 W j� �22.00 A5EUJC I-�FTA - `CTD T_6 T-4 T-1 L-10 L-2 N_. Z .r z ,w NDH ~ W 3 05 704 k I- _........ N w AMM 11/7/2012 ItL 450' 48" ON CENTER SPACING PER MANUFACTURER'S SPECIFICATION UP TO 25" DEEP WOOD BLOCKING AS REQ'D TO OCCUR AT BRACKET LOGAIION -- BLOCKING METAL STUD GWB - BLOCKING BRACKET AS SPECIFIED SPAC?=D PER MANUFACTURER'S REGOMMENDAT IONS 5 (TION ELEVATION OF 5LOC INC SECTION FLAN OF 5LOCKN cc�NTEFN 5U9=CfRT DFTAL OF EH=Iala Architectural General Notes for Susoended Ceilino Svstems L Dlrec t hung suspended ceiling system installations shall be done in accordance with ASTM C635, ASTM C636 and the CTSCA System Handbook, _ Concrete Compressive 4000 psi - Recommendations for Direct -Hung Acoustical lite and Lay In Panel Ceiling Assemblies and Guidelines for Seismic Restraint for Direct -Hung Suspended Ceiling Assemblies, Celling Wire Type 1 (,n�>Inn 2,Suspended ceiling system installations shall comply with all ceiling system manufacturer recommendations, Vertical drop ceilingg powder -actuated X -CW C27 210 -_ fastener hangers shall be qualified in accordance with ASIM F11J0 and ICC -ES AC70, Reference ICC -ES ESR -2184 and ESR -2832, -- -- 3,Seismic bracing hanggers, spplay wires and compression posts post installed concrete expansion or screw anchors shall be qualified in accordance with ACI 355,rl and ICC -ES AC193, Reference iCC-FS FSR -1917 or ICC -ES ESR -3027. -- 4,All ceiling fastener hangers and anchor installations shall follow manufacturer Instructions For Use GFU), 210 210 260 5,1 -Langer wires shall be minimum 12 ga. C2Jmm) thickness and shall comply with ASIM A651 unless otherwise specified. Hanger wires shall be tied on the suspended ceiling support elements with minimum 3 tight turns in 1-1/2 inches X -CW C32 6,01,1 lighting fixtures shall be positively attached to the suspended ceiling system The attachment devices shall have a capacity of 100 X-CC27 U2T 160 percent of the lighting fixture weight acting in any direc Lion. 125 150 /,Ligh Ling fix Lures weighing less than or- equal to 10 lbf (5 I<g) shall have one, No. 12 gauge (2.70 mm) safety wire connected from the fixture WM. housing to the structure above. Lighting fixtures weighing greater than 10 (bf (5 kg) but less than or equal to 56 llof (25 kg) shall have two No, 12 -,gauge (2.70 mm) safety wires connected from Lhe fix Lure housing to the structure above that act as safety wires, It is not _ necessary 130 170 For these safety wires to be taut, Lighting fixtures weighing greater than 56 lbf (25 kg) or more shall be supported directly from the structure above by approved hangers is Post -Installed concreteanchor Steel strap 1' wide x 12 ga, Pre -mounted 45° bend to align with wire Ceiling wire Bracing Wire Hanger Pre -mounted X -U 5/£3" max or X-C fastener (X -U Shown) 4 tight turns in 1-1/2" Hilt! X -CW Hilti X -CC Hilt! 45° (;Pilino Clip with Hit t1, ICC -ES CSP 2892 ICC -ES ESR 2184 Post Installed Concrete Anchor (See Note 3 above) Hilt! X -CW or X -CC Ceiling Fastening System 3,000 psi Lightweight Concrete 1�� I P min 3-4 y ° YQ a 4 a ° a a ° . a 4 n° n a° 4 Form Deck Lower, Flute Location 3" Upper Flute Location f Min, Ldge 74"rein, Direction Distance OF combined Direction of tension load on fastener load on fastener (Typical) (Typical) Hilti Ceiling Fastening System Location in 3 -in. -Deep Composite Floor Deck, Normal Deck Profile Orientation Allowable Loads ('or Hllti Ceiling Wire Assemllolles Installed in Normal Weigh t Concre ,e, lbf 1'21'3'4 _ Concrete Compressive 4000 psi - 2 LAYER 5/8" BD. EACH -Strength 6000 psi Tension 45 Degree Celling Wire Type 1 (,n�>Inn 5 Degre X -CW C27 210 -_ 210 -- -- X-CW C32_210 X-CW U22 -- X -CW U27 210 X-CC27 C2,160 X CC27 C32 220 210 -- -- -- 100 90 210 210 260 130 150 -- -- -- -- X-CC27 U2 X -CW C32 80 90 X-CC27 U2T 160 210 125 150 Allowable Loads for Hilti Ceiling Fastener Assemblies Installed in Lightweight Concrete Over Metal Deck, Ibf SIDE OF I HR. WALLS 2 LAYER 5/8" BD. EACH f'<= 3000 psi Concrete Compressive Strength �D UJ A L FATCH Ceiling Clip Assembly Lower Flute Tension 45 Degree Upper Flute Tension 45 Degree Q X -CW C27- 110 150 0 210 100 100 Z 145 145 X -CW C32 X -CW U27 170 210 150 WM. 160 X-CC27 C27 X-CC27 C32 X-CC27 U27 50 65 150 _ 120105 130 160 130 170 LU W 240 265 240 1 The tabulated allowable load values apply to the powder -actuated telling fastener assemblies only, using a safety factor that Is greater than or equal to 5,0, calculated in accordance w1 Lh ICC CS AC70. Connected components, including wires*, must be investigated separately. 2 Allowablevalues are for fasteners installed in concrete having the designated compressive strength at the time of installation, 3 Testing rampleted in 3' deep composite floor deck having a minimum steel deck thickness of 20 gauge (00358') and a minimum yield strength (Fy) of 38 ksi. I nwer and upper flute width must be a minimum of 4-1/2' nominal flute dimensions, fastener locations and load orientations for the sleet deck profile are shown In the 2011 Hlltl Product TPchnlcal 5,ulde, VnlumP 1. Concrete thickness at the point or penetration must be a minimum or the raslener embedment plus 1-1/P'. 4 Multiple rasteners are recommended for any attachment X Note For Hilti supplied wire, the recommended allowable load capacities of 12, 10, and 8 gauge wire are 210, 340, and 500 lb, respectively, ri 1� NTS STRUT FASTENED TO MA RUNNER - CRO55 RUNNER 45° 45° OR 12 GA. 5PLAYED 55 ES BRACE WIRE5- SECURE TO MAIN RUNNER WITHIN \ 2" OF CROSS RUNNER 45° OR 45° OR LE55 MAIN RUNNER � LE55 ACOUSTICAL CEILING PNL. � NOTE: LATERAL FORGE BRACING 5HALLBE PLACED 12' O.C. IN BOTH DIRECTIONS WITH THE FIR5T POINT WITHIN (o' FROM EACH WALL. 5� I5�1IC C- IL IN DETAIL NTS 30'-0" MAX 30'-0" MAX I. I I —1/2" CONTROL JOINT �- - - - - - 5/8" TYPE "X" GYP. BD. I 1 MTL. STUDS 54FING INSULATION - CONTROL JOINT TRIM ACCESSORY I --------- �' . CONTFO� JOINT 3/4" = 1'-0" SS�L PARfiITIpN FRAMIN(� DETAILS 3/8" = I'-0" lx > KRON05 TIME CLOCK -- --- --- --- I I I I 1 Lc0 1 1 I 1 DATA I I U L--- ------- � = ELEC. 4 �o NOTE: REFER TO KRONO5 INSTALLATION MANUAL FOR CLOCK MODEL TO BE INSTALLED FOR CONFIRMATION OF OUtLLT PLACEMENT TI�IE CLOG DFTAI_L 3" = I'-0" 12" MIN L)=G. TLET )ATA OUTLE NOTE: THIS DETAIL SHOULD BE USED AT ANY LOCATION WHERE A WALL PHONE AND OUTLET ARE IN CLOSE PROXIMITY. DATA/ELrG DFfi4IL KICKERS ALLOWED IN LIEU OF EXTENDING THE: WALL TO DECK WHERE NOT REQUIRED TO MEET FIRE/SMOKE RATING. TYPICAL - WALLS TO DECK cc m MTL STUD FRAMING TIGHT TO DECK ABOVE. BRAGE AS REQ'D. SCREW TO METAL DECK AT 24" OC MAX J ATTACHMENT (TYP) 3-5/8" MTL STUD AT 16" O.C. BRACED TO STRUCTURE ABOVE, TYP. SUSPENDED ACOUSTICAL CEILING SYSTEM 5/8" TYPE "X" GWB EACH SIDE ON MTL 5TUD5 a 161, O.C. MTL. CORNER BEAD DOUE31__E STUD, TYP. RECESSED DOWN LIGHT, 5EE ELEG 5EE RGP DWG5 d RCP FOR MORE INFO_ ALL5TUD5 IDENTIFIED ARE 20 GAUGE MINIMUM. EXACT SIZE DETERMINED BY LIMITING HEIGHTS TABLES FOR MANUFACIURER AND ASTM C645 AND C754. ALL ATTACHMENTS ARE MIN *6 DIA (I" IN LENGTH) SELF -TAPPING STEEL SCREWS. 1�L<k- E AD IDTAI L - MTL STUD FRAMING TIGHT TO DECK ABOVE. BRACE AS REQ'D. SCREW TO METAL DECK AT 24" OC MAX SPACING 3-5/0'' MTL STUD KICKERS AT 48" OG — 3-5/8" MTL STUD AT + 16" O.C. BRACED TO STRUCTURE ABOVE, + TYP. — SCREW ATTACHMENT (TYP) n - 5U5PENDED ACT, 5EE SPECS. 1,Y > lwl L� — 5/8" TYPE "X" GWB EACH SIDE ON 3-5/8" MTL STUDS 20ea at 16" O.G. 4y8 DOUBLE STUD -TYP. - - - MTL CORNER BEAD ALL STUDS IDENTIFIED ARE 20 GAUGE MINIMUM. EXACT SIZE DETERMINED BY LIMITING HEIGHTS TABLES FOR MANUFACTURI=R AND ASTM C645 AND C-154. ALL ATTACHMENTS ARE MIN "6 DIA 0'' IN LENGTH) SELF -TAPPING STEEL SCREWS. OVERSIZED HOLE IN HOLE6 UP TO 3" DIA. JOINT COMP. T I T I ON -'- ---_ H HOLES AS PER _ -ENETRATION DETAIL CAL JOINT a SECOND LAYER TYPE "G" SCREWS 16" O.G. I YPE "S" SCREWS, MIN. 2 PER SECTION 1-1/2" = I'-0" NOtrziS:- 1) BUTTER BACK SIDE OF PATCH WITH JOINT COMPOUND 2) LEAVE ALL SCREWS EXPOSED 3" It CENTERLINE OF STUD 3" it I IN. M IN. Eel HOLES OVER 3" DIA. I LAYER 5/8" BD. EACH SIDE OF I HR. WALLS 2 LAYER 5/8" BD. EACH / ---�- STRUCTURE ABOVE I LAYER 1" CORE BOARD EACH 51DE OF SHAFT WALLS �D UJ A L FATCH I)ETAL 1/2" __--� SOUND DEADENING TOP AND BOTTOM METAL STUD -CUT 1/2 TO ALLOW _��T'�-._ Q RUNNER WHERE REQ'D FOR DEFLECTION 0 Sui 10th Avenue South Suite 327, Cummins Station RUNNER Z --1J 12 -GA. HANGER WIRE 4 Q Nashville, TN 37203 BACK TO BACK WM. - � z 615.244.7399 t �;t =,�; MTL.5TUD5. PROVIDE SHIM e UNEVEN LU W Iddi-architects.com is 2_) 12 -GA. HANGER WIRE lmdegl Q ANCHORED TO PERIMETER WALL. MAX '' Z�Fg ATTACHMENT TO GRID MAY BE \ CLG WHERE REQ'D WITHIN 8 IN. F=ROM THE WALL, BUT THE WALL ATTACHMENT WIRE MUST 1 � - MTL STUD FRAMING TIGHT NOT EXCEED A 1/6 SLOPE (10 DECad NASHVILLE a TO DECK ABOVE. SCREW -F--MIN. 3/8" MIN. 7/8" TAMPA SPACER BAR, OR OTHER INTO METAL DECK AT 24" SUITABLE SYSTEM, TO KEEP OG MAX SPACING U' SPREADING APART. (REQUIRED MTL. DOOR RFC=ARDLE55 OF 1...ED(:TF WIDTH) EACH SIDE ON 3-5/8" d + + FRAME MTL STUDS 6 16" O.G. 0 �. `+ + + + v EQ SECTION "A" 3/4" BRACING W �. RUNNER BETWEEN LINE OF CEILING d ----------- J JAMB STUDS MTL. STUDS e 16" OC -- -- `+ + + + + + + + 5/8" TYPE "X" GWB ON 3-5/8' :: MTL 5TUD5 e 16" O.C. ATTACH Z :. DOUBLE STUDS EACH SIDE d ,.... , OF OPENING CONT. BRACING ONLY WHERE SCREW ATTACHMENT (TYP) 0 �' FINISHED BOTH SIDES 4 VARIES W METAL DOOR FRAME WHERE STUDS ARE MORE - --- s' EDGES. PAINT TO MATCH THAN 12'-0" LONG FURR DOWN. W - LINE OF CABINETRY - - VARIES OR EQUIPMENT W SEE CASEWORK SE=CTIONS m ALL STUDS IDENTIFIED ARE 20 GAUGE MINIMUM. EXACT 51ZE DETERMINED BY Q LIMITING HEIGHTS TABLES FOR MANUFACTURER AND A5TM C645 AND 0154. I ALL ATTACHMENTS ARE MIN *6 DIA (1" IN LENGTH) SELF -TAPPING STEEL N SCREWS. F I IIIIII EQ JAMB ANCHOR CLIP (TO i BE LOCATED ABOVE HINGE REINFORCEMENTS) / \ RUNNER -N ` J / GONG. SLAB SECTION "A" METAL ANCHOR CLIP SS�L PARfiITIpN FRAMIN(� DETAILS 3/8" = I'-0" lx > KRON05 TIME CLOCK -- --- --- --- I I I I 1 Lc0 1 1 I 1 DATA I I U L--- ------- � = ELEC. 4 �o NOTE: REFER TO KRONO5 INSTALLATION MANUAL FOR CLOCK MODEL TO BE INSTALLED FOR CONFIRMATION OF OUtLLT PLACEMENT TI�IE CLOG DFTAI_L 3" = I'-0" 12" MIN L)=G. TLET )ATA OUTLE NOTE: THIS DETAIL SHOULD BE USED AT ANY LOCATION WHERE A WALL PHONE AND OUTLET ARE IN CLOSE PROXIMITY. DATA/ELrG DFfi4IL KICKERS ALLOWED IN LIEU OF EXTENDING THE: WALL TO DECK WHERE NOT REQUIRED TO MEET FIRE/SMOKE RATING. TYPICAL - WALLS TO DECK cc m MTL STUD FRAMING TIGHT TO DECK ABOVE. BRAGE AS REQ'D. SCREW TO METAL DECK AT 24" OC MAX J ATTACHMENT (TYP) 3-5/8" MTL STUD AT 16" O.C. BRACED TO STRUCTURE ABOVE, TYP. SUSPENDED ACOUSTICAL CEILING SYSTEM 5/8" TYPE "X" GWB EACH SIDE ON MTL 5TUD5 a 161, O.C. MTL. CORNER BEAD DOUE31__E STUD, TYP. RECESSED DOWN LIGHT, 5EE ELEG 5EE RGP DWG5 d RCP FOR MORE INFO_ ALL5TUD5 IDENTIFIED ARE 20 GAUGE MINIMUM. EXACT SIZE DETERMINED BY LIMITING HEIGHTS TABLES FOR MANUFACIURER AND ASTM C645 AND C754. ALL ATTACHMENTS ARE MIN *6 DIA (I" IN LENGTH) SELF -TAPPING STEEL SCREWS. 1�L<k- E AD IDTAI L - MTL STUD FRAMING TIGHT TO DECK ABOVE. BRACE AS REQ'D. SCREW TO METAL DECK AT 24" OC MAX SPACING 3-5/0'' MTL STUD KICKERS AT 48" OG — 3-5/8" MTL STUD AT + 16" O.C. BRACED TO STRUCTURE ABOVE, + TYP. — SCREW ATTACHMENT (TYP) n - 5U5PENDED ACT, 5EE SPECS. 1,Y > lwl L� — 5/8" TYPE "X" GWB EACH SIDE ON 3-5/8" MTL STUDS 20ea at 16" O.G. 4y8 DOUBLE STUD -TYP. - - - MTL CORNER BEAD ALL STUDS IDENTIFIED ARE 20 GAUGE MINIMUM. EXACT SIZE DETERMINED BY LIMITING HEIGHTS TABLES FOR MANUFACTURI=R AND ASTM C645 AND C-154. ALL ATTACHMENTS ARE MIN "6 DIA 0'' IN LENGTH) SELF -TAPPING STEEL SCREWS. OVERSIZED HOLE IN HOLE6 UP TO 3" DIA. JOINT COMP. T I T I ON -'- ---_ H HOLES AS PER _ -ENETRATION DETAIL CAL JOINT a SECOND LAYER TYPE "G" SCREWS 16" O.G. I YPE "S" SCREWS, MIN. 2 PER SECTION 1-1/2" = I'-0" NOtrziS:- 1) BUTTER BACK SIDE OF PATCH WITH JOINT COMPOUND 2) LEAVE ALL SCREWS EXPOSED 3" It CENTERLINE OF STUD 3" it I IN. M IN. Eel HOLES OVER 3" DIA. I LAYER 5/8" BD. EACH SIDE OF I HR. WALLS 2 LAYER 5/8" BD. EACH SIDE OF 2 HR. WALLS I LAYER 1" CORE BOARD EACH 51DE OF SHAFT WALLS �D UJ A L FATCH I)ETAL c(, POURABLE SEALANT APRPROX. 1/4" CLEARANCE AT CORNERS NON -SHRINK GROUT ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE MULTIPLE -PLY MEMBRANE STRIPPING PLIES SEALANT DRAWBAND - WATERTIGHT SHEET METAL RAIN COLLAR OVERLAPPING PENETRATION POCKET ZSTAINLESS 5%. PITCH POCKET. 5CLDERED/WELDED WATERTIGHT (4" MIN. HEIGHT) 4" MIN. FLANGE, SET IN ROOF CEMENT OVER BUILT-UP ROOFING PLIES, PRIME FLANGE BEFORE STRIPPING a Z Q 0 W 2 ARCHITECTURE PLANNING INTERIOR DESIGN ROOFING SYSTEM u Lyman tt l; I/ 0 Davidson ROOF DECK 2" MIN. PIPE DIAMETER o Dooley, Inc. Q AA0003000 E T A I Lf_ F 1 T Gj-j j\ F C C� E T DETAIL 0 Sui 10th Avenue South Suite 327, Cummins Station Z --1J 12 -GA. HANGER WIRE 4 Q Nashville, TN 37203 ABOVE AND HUNG VERTICALLY WM. - � z 615.244.7399 t �;t =,�; 615.244.6697 f - LU W Iddi-architects.com is 2_) 12 -GA. HANGER WIRE lmdegl Q ANCHORED TO PERIMETER WALL. MAX '' Z�Fg ATTACHMENT TO GRID MAY BE \ ATLANTA WITHIN 8 IN. F=ROM THE WALL, BUT THE WALL ATTACHMENT WIRE MUST 1 � - MTL STUD FRAMING TIGHT NOT EXCEED A 1/6 SLOPE (10 DECad NASHVILLE a TO DECK ABOVE. SCREW -F--MIN. 3/8" MIN. 7/8" TAMPA SPACER BAR, OR OTHER INTO METAL DECK AT 24" SUITABLE SYSTEM, TO KEEP OG MAX SPACING U' SPREADING APART. (REQUIRED �---- 5/8" TYPE "X" GWB RFC=ARDLE55 OF 1...ED(:TF WIDTH) EACH SIDE ON 3-5/8" d + + + + MTL STUDS 6 16" O.G. 0 �. `+ + + + v W �. LINE OF CEILING d J y yA. `+ + + + + + + + 5/8" TYPE "X" GWB ON 3-5/8' :: MTL 5TUD5 e 16" O.C. ATTACH Z :. d ,.... , . TO VERTICAL 5TUD5 SCREW ATTACHMENT (TYP) 0 �' MTL CORNER BEAD W — TYP OVERHANG AT ALL Z D s' EDGES. PAINT TO MATCH FURR DOWN. W - LINE OF CABINETRY VARIES OR EQUIPMENT W SEE CASEWORK SE=CTIONS m ALL STUDS IDENTIFIED ARE 20 GAUGE MINIMUM. EXACT 51ZE DETERMINED BY Q LIMITING HEIGHTS TABLES FOR MANUFACTURER AND A5TM C645 AND 0154. I ALL ATTACHMENTS ARE MIN *6 DIA (1" IN LENGTH) SELF -TAPPING STEEL N SCREWS. F I IIIIII 1-1/2" = 1'-0" CUfRTAIN T DLfiAIL 3" = 1'-0" HANGING WIRE 24" O_C- ANCHORED DIRECTLY TO STRUCTURE ABOVE. MTL TRACK SPACER EQUAL TO THICKNESS OF CEILING CEILING ATTACH CURTAIN TRACK TO BLOCKING THRU METAL SPACER. HOOKS TO BE FURNISHED AND INSTALLED BY CONTRACTOR CURTAIN TRACK MUST BE SUPPORTED INDEPENDENTLY FROM CEILING GRID. j '_= t{ t1 tt l; I/ 1 1 �16 a; V MAX i, 12 GA. HANGER WIRE , PERIMETER SUPPORTS TWO ALTERNATIVES: --1J 12 -GA. HANGER WIRE LLL ANCHORED TO STRUCTURE ABOVE AND HUNG VERTICALLY WM. - � z (+/-10 DEG.) A MAX. OF 8" FROM �;t =,�; PERIMETER. IV 9OAC is 2_) 12 -GA. HANGER WIRE lmdegl ANCHORED TO PERIMETER WALL. MAX '' Z�Fg ATTACHMENT TO GRID MAY BE \ Z WITHIN 8 IN. F=ROM THE WALL, BUT THE WALL ATTACHMENT WIRE MUST 1 � �> NOT EXCEED A 1/6 SLOPE (10 DECad MIN. 3/ I CLIP ATTACHMENT -F--MIN. 3/8" MIN. 7/8" SPACER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. (REQUIRED RFC=ARDLE55 OF 1...ED(:TF WIDTH) DETAIL - CFUNe eRIp 3" 1'-0" ED Architect Registration: William E. Hereford III AR96247 U) O , " LLL O WM. M IV 9OAC C ow ItO Z�Fg Z D < CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ❑ `; ❑ • L`� frti• General Details A708 212022.00 CTD NDH 11 /7/2012 LEGEND CEILING FINISH ACT1 WALL FINISH WC1 BASE RB 1 FLOORING C1 DENOTES COLOR OF COUNTERTOP PL2 AND BACKSPLASH PL1 DENOTES COLOR OF ALL VERTICAL SURFACES VERTICAL SURFACE COUNTER- TOP \CKSPLASH VERTICAL SURFACE CEILING Code Item Location Manufacturer Description ACT1 Acoust- General USG "Fissured" Tile 586 Mannington Flooring !cal Walls Moore medium texture 2'x4'x5/8" P2 Ceiling Walls Benjamin Sq lay -in w/15/16" Donn/DX Surface Tiles tops Moore Grid, Factory painted white ACT2 Acoust- Nurse's USG "Halcyon ClimoPlus" Tile 97241 RB2 ical Station Moore Fine Texture 2'x4'x3/4" P4 Ceiling and Benjamin Sq lay -in w/ 15/16" Donn/DX Nevamar Tiles Toilets Moore Grid, Factory painted VT3 Vinyl Doors, & Mannington white ACT3 Acoust- Soiled USG "Clean Room Climoplus" 56091 VT4 ical Utility Mannington 2'x4'x5/8" SQ Lay -in with P5 Ceiling Wood door Benjamin Donn, DX Grid CTF1 Tiles window I ites/view Moore Factory painted white GYP Gypsum Shower Benjamin Nature's Scenery 1524 SVB1 Board Ceilings Moore Latex Eggshell P7 Ceiling Walls Benjamin Stonybrook 1566 EXP Exposed Patient Moore Latex Eggshell EP1 Ceiling Sterlle/Wet Benjamin Lady Finger 1045 WALL FINISHES Code Item Location Manufacturer Description P1 Wall General Benjamin Lady Finger 1045 Mannington Flooring Paint Walls Moore Latex Eggshell P2 Accent Walls Benjamin Westminster Gold 200 Surface Paint tops Moore Latex Eggshell P3 Ceiling Ceilings Benjamin Ceiling White RB2 Paint Walls Moore Latex Eggshell P4 Paint Metal door Benjamin Dash of Pepper 1554 Nevamar Tile view, Metal Moore Semi Gloss Alkyd Enamel VT3 Vinyl Doors, & Mannington QTR -29-A Miter cut all joints. CTB1 Ceramic Door Daltile Semigloss, Almond K165 VT4 Tile Frames Mannington Size: 4"x4" Cove base P5 Paint Wood door Benjamin Richmond Gold HC -41 CTF1 Ceramic window I ites/view Moore Semi Gloss Alkyd Enamel P6 Accent Walls Benjamin Nature's Scenery 1524 SVB1 Paint Walls Moore Latex Eggshell P7 Accent Walls Benjamin Stonybrook 1566 WVF1 Paint Patient Moore Latex Eggshell EP1 Epoxy Sterlle/Wet Benjamin Lady Finger 1045 Paint Walls Moore Low Gloss Water Base Epoxy EP2 Epoxy Sterile & Benjamin Ceiling White Paint Shower Moore Low Gloss Water Base Epoxy SVF1 Seamed Ceilings Mannington Biospec MD, 15203 Sandrift CWT1 Ceramic Patient Daltile Semigloss, Almond K165 Wall Tlts. Size: 4"x4" Tile Grout: Laticrete Spectralock 2000 IG color: 40 Latte Grout Joint: 1/16" CWT2 Ceramic Patient Daltile Semigloss, Uptown Taupe 0132 Wall Tlts. Size: 4"x4" Tile - Grout: Laticrete Spectralock Accent 2000 IG color: 40 Latte Grout Joint: 1/16" CWT3 Ceramic Patient Daltile Semigloss, Urban Putty 0161 Wall Tlts. Size: 4"x4" Tile- Grout: Laticrete Spectralock Accent 2000 IG color: 40 Latte Grout Joint: 1/16" BASE Code Item Location Manufacturer Description RB1 Rubber Walls Johnsonite 29 Moonrock Mannington Flooring Base Surfaces 3. Contractor to submit two paint samples of each point color in the Rubber, 4" high, coved and PL2 Plastic Counter- Nevamar continuous rolls. Miter inside Surface Laminate tops Rubber Base corners. Do NOT use VT1 Vinyl Floors Mannington premolded outside corners. RB2 Rubber Walls Johnsonite Millwork, MW -29-A, 4" high VT2 Base Floor Mannington Style: Diplomat Nevamar Tile Accent Wilsonart Provide 1/2" Quarter Round VT3 Vinyl Floor Mannington QTR -29-A Miter cut all joints. CTB1 Ceramic Toilet Daltile Semigloss, Almond K165 VT4 Tile Walls Mannington Size: 4"x4" Cove base (615) 969-1997 Base Accent Watermark Grout: Laticrete Spectralock CTF1 Ceramic Patient Dal -tile 2000 IG color: 40 Latte Tile Tlt. Grout Joint: 1/16" SVB1 Seamed Walls Mannington Biospec MD, 15203 Sandrift Vinyl Q Flash cove up walls 6" to WVF1 Base Patient Tekno-flor form self coved base. Seams Vinyl Rooms to be heat welded with solid Flooring rod 842354 FINISH MATERIAL SELECTIONS, GENERAL & FINISH NOTES FLOORING Code Item Location Manufacturer Description CP1 Carpet Floors Bigelow Pattern: Smiles MT112 Mannington Flooring Laminate Surfaces 3. Contractor to submit two paint samples of each point color in the Color: 8556 Stirring Blue PL2 Plastic Counter- Nevamar 24"x24" Modular Carpet Tile Surface Laminate tops Rubber Base Installation: Brick Ashlar VT1 Vinyl Floors Mannington Designer Essentials 133 Heather Hall Leopold Tile Accent (404)386-2530 Almondine Size: 12"x12" VT2 Vinyl Floor Mannington Designer Essentials 183 Nevamar Tile Accent Wilsonart Prairie Sand Size: 12"x12" VT3 Vinyl Floor Mannington Designer Essentials 163 Wood Sheet Tile Accent Flooring Khaki Beige Size: 12"x12" VT4 Vinyl Floor Mannington Designer Essentials 125 (615) 969-1997 Tile Accent Watermark Silver Pine Size: 12"02" CTF1 Ceramic Patient Dal -tile Keystones Almond D335 Tile Tlt. 2"x2" w/ Grout: Laticrete 1401 W SEMINOLE BLVD SANFORD, FL 32771 0 Floor Spectralock 2000 IG 40 Latte, Q 1/16" Grout joint WVF1 Wood Patient Tekno-flor Timberscapes Poplar 51024 Vinyl Rooms Seams to be heat welded with Flooring coordinating solid welding rod. SC Sealed Floors See Architectural specifications Concrete SVF1 Seamed Floors Mannington Biospec MD, 15203 Sandrift Vinyl Seams to be heat welded with Flooring welding rod 842354. CASEWORK Code Item Location Manufacturer Description PL1 Plastic Vertical Nevamar Recon Oak WZ0005N Mannington Flooring Laminate Surfaces 3. Contractor to submit two paint samples of each point color in the Color: MBE Medium Beet PL2 Plastic Counter- Nevamar Nevamar Painted Woodlands Surface Laminate tops Rubber Base PDG002T PL3 Plastic Reception Wilsonart Asian Sand 7952K-18 Heather Hall Leopold Laminate Accent (404)386-2530 Digitally printed Acrylic SS1 Solid Trans- Corion Cottage Lane Nevamar Surface action Wilsonart Digitally printed Acrylic DM Decor- counters A.R.T. See Section I: for more info. misc. Code Item Location Manufacturer Description RCR Rubber Patient Johnsonite Style: Bastion CHR -MBE -B Mannington Flooring Chair Room 3. Contractor to submit two paint samples of each point color in the Color: MBE Medium Beet (615)955-0318 Rail Solid Jeff Stewart Install at 30" A.F.F. to bottom Surface (205) 475-8155 Johnsonite Rubber Base of ra i 1 G1 Glass PT/OT MDC Project #18385 Solid Color Heather Hall Leopold Film GYM (404)386-2530 Digitally printed Acrylic G2 Glass PT/OT MDC Project #18385 Ghost Leaves Nevamar Film GYM Wilsonart Digitally printed Acrylic DM Decor- Day A.R.T. See Section I: for more info. Wood Sheet ative Room Flooring 800-522-9166 Koroguard Mirror Jennifer Petrouske area between wall protection and door frames, fire extinguisher cabinets, (615) 969-1997 Pre -fab Toilets Watermark Color: Cameo 502 Shower MDC Window Film Monica Fox MATERIAL CONTACTS Please contact the following Representatives for special pricinq. MANUFACTURER TYPE OF FINISH NAME & PHONE NUMBER USG Ceilings N/A at corners as required. Install Korogard Rigid Sheet Vinyl Portection .040" Haircell W202 1-800-950-3839 Mannington Flooring Flooring Kate Harris 3. Contractor to submit two paint samples of each point color in the Heavy Duty Aluminum 45 degree outside angle 1/2" radius corner. (615)955-0318 Corian Solid Jeff Stewart shall have the color "formula" clearly indicated on it as well as the store Surface (205) 475-8155 Johnsonite Rubber Base Erin Barker 09900 for further information regarding products, primers, etc. If surfaces exist (704) 763-4251 the Acoustical Heather Hall Leopold Knoll Panel Fabric (404)386-2530 GYPSUM BOARD WALLS AND SOFFITS: Ceramic Rand Hoffman Daltile Tile (615 202-6708 Nevamar Laminate Deborah Emery (770) 842-0867 Wilsonart Laminate Robert Lisenbe pieces. Locations shall be as H (866)751 -3361 Tekno-Flor Wood Sheet Spiro Dellos to be mounted © 34" above finished floor to top of rail. Flooring 800-522-9166 Koroguard Wall Protection Jennifer Petrouske area between wall protection and door frames, fire extinguisher cabinets, (615) 969-1997 Bigelow Carpet r Contract Rick Brown (HPG # 500125) (704) 302-3733 MDC Window Film Monica Fox 0 (615)479-7413 GENERAL NOTES 1. All work shall be guaranteed against defect for one year. 2. All contractors shall visit jobsite and become familiar with existing conditions before submitting bids and/or proceeding with any work. Submission of bid indicates that the contractor has verified existing conditions. 3. The drawings attached have been developed from record drawings which may not reflect actual field conditions. In no case shall dimensions be scaled from drawings. The contractor shall verify all conditions and architect/designer shall be notified of any descepancies or conflicts with dimensions in the field before proceeding with subsequent work. Review drawings for clarification prior to proceeding with work. 4. Thoroughly clean all light lens and ceiling air diffusers after construction work is complete. 5. Caulk all plumbing fixtures, millwork and trim to adjacent surfaces. Color of caulk to match adjacent finish. 6. All parties responsible for delivering finishes to the site should check quantities and delivery dates as soon as bid is awarded to avoid any reselection of material. 7. The general contractor shall carefully study and compare the documents and finish plans and shall at once report to the architect any error, inconsistency or omission he may discover. 8. All furnishings, are to be owner furnished, owner installed 9. For all products installed, note industry standards and manufacturer specifications for installation. 10. All interior finishes meet Class A firespread rating of 25 or less, and shall have a smoke development of 250 or less. 11. Final cleanup: The contractor shall coordinate with the project to make certain that all housekeeping cleanup items are done prior to the move -in. This would include wiping down, cleaning glass, washing, waxing, vacuuming, or any other services which would be performed under the contractor's maintenance cleaning programs. Upon completion of work, all waste material, rubbish, tools, construction equipment machinery, and other surplus materials shall be removed from the site. 12. NO SUBSTITUTIONS OF SPECIFIED FINISHES WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE INTERIOR DESIGNER. 13. All interior flooring meets class I and II flame spread ratings. A: GENERAL FINISH NOTES 1. Refer to attached drawings, for further clarification of work to be performed and/or for floor plan layout of facility. 2. Contractor is to provide "surplus" stock as noted below. Surplus stock shall be provided on each different product manufacturer, style, color and finish specified: Refer to Specifications Section (if applicable) for additional information. Final payment shall not be made until stock is delivered. Ceiling Tile: Provide 5% or a minimum of 10 tiles Paint: Provide 5% average or minimum of 1 (one) gallon per color and type. Each container of paint MUST have the color "formula" clearly indicated on it. Corner Guards: Provide 5% overage. Ceramic Wall Tile: Provide 5% overage. Rubber Base: Provide 5% overage or 9 linear yards. Carpet: Provide 5% overage or 9 square yards. Porcelain/Ceramic Floor Tile: Provide 5% overage. Vinyl Tile: Provide 5% overage or a minimum of 10 tiles. Seamed Vinyl: Provide 5% overage or a minimum of 10 square yards. 3. Contractor shall provide submittals to the Interior Designer for approval prior to fabricating or purchasing materials. All submittals shall be clearly marked with manufacturer, style, color and Finish Material Legend code All paint submittals MUST indicate point color formula as well as store location where paint is to be purchased. If sheet vinyl flooring is used, a seaming diagram MUST be submitted and approved by the interior designer. 4. Laminate doors are to match existing. 5. Casework without /PL2\ symbol, laminate selection will be made f L1 with shop drawings. 8. Wood grain laminates are to have the grain running in a vertical direction, unless otherwise noted in architectural casework drawings. B: PORCELAIN/CERAMIC TILE 1. All ceramic & porcelain tile shall have Latricrete, Spectralock 2000 IG Legend for color selection. ction. Finish Material Le e Grout. Refer to g 2. Showers are to be pre -fabricated Watermark color: Cameo S02 See architectural specifications. 3. Ceramic Wall Tile key is as follows: ❑ CWT1 - Daltile, Semigloss, color: Almond K165 ❑c CWT2 - Daltile, Semigloss, color: Uptown Taupe 0132 ❑x CWT3 - Daltile, Semigloss, color: Urban Putty 0161 4. All transitions between ceramic/porcelain wall tile and paint/waIIcove ring shall be made with a bullnose trim element that matches tile used. 5. Walls in all Toilets shall have CWT1,2,3 wall tile 5' AFF, with a 4" bullnose top cap. Mirror is to be installed with the reflective surface 40" AFF. Wrap tile behind mirror and utilize trim pieces around mirror. TILE TO RUN BEHIND MIRROR. <For CWT locations, See F1.1> Showers that do not receive pre -fab units shall have CWT1,2,3 pattern as shown with CWT1 continuing to ceiling. Mirror 24"x40" /f Center over Sink 5'-6 10► nC50� r1 N.T.S. o� ,;J -d I° C: PAINTING 1. Prior to the application of paint, the Contractor shall repair new or existing surfaces by patching, smoothing and sanding as needed to achieve a surface acceptable for the application of new finish. Prepare door frames or metal surfaces by sanding chips/burrs, filling dents and caulking cracks at corners as required. Install Korogard Rigid Sheet Vinyl Portection .040" Haircell W202 2. Miscellaneous metal (return and air supply grilles, expansion joints, etc.) located on wall surfaces is to be painted to match adjacent wall color. trim shall be included. 3. Contractor to submit two paint samples of each point color in the Heavy Duty Aluminum 45 degree outside angle 1/2" radius corner. appropriate finish to the designer for approval prior to purchasing paint. Samples are to be painted on 8 1/2" x 11 " poster board. Each sample shall have the color "formula" clearly indicated on it as well as the store location where the paint is to be purchased. Below 4. When specified in the Finish Plan, provide paint finishes as noted Bumper See for the surfaces listed below. Refer to Paint Specifications section 09900 for further information regarding products, primers, etc. If surfaces exist on the job that are not listed, contact the Interior Designer listed in the Project Directory. Station **Do not paint factory prefinished frames U W (WP4) GYPSUM BOARD WALLS AND SOFFITS: Sheet See Korogard, Rigid Sheet Vinyl Protection 0.06" Thick, Haircell W202 Texture. Utilize Soiled Utility, All Janitor Closets, Toilets. See Sheet F1.1. Low Gloss Water Base Epoxy Other Areas Latex Eggshell GYPSUM BOARD CEILINGS: Showers Low Gloss Water Base Epoxy Other Areas Latex Flat Door Frames, Metal Doors, View Window Sills, Frames, Shelving, Previously Painted Semi -Gloss Alkyd Enamel Wood Trim, Previously Painted Metal: 5. All prefinished store front windows shall not be painted. 6. Paint all horizontal surfaces on soffits over casework to match vertical wall. 7. In the case where a door frame receives a paint color on one side and another paint color on the opposite side of the door, the transition shall occur on the inside corner of the jamb stop. (New Work Side) D: FLOORING 1. All rubber base is to be 4" high, coved, and continuous rolls unless otherwise noted; miter inside corners. Do NOT use premolded outside corner units.Rubber millworks base is to be 4.5" high. 2. All reducer strips and other thresholds to be located at centerline of door when in closed position. 3. New transition strips to be provided within project area as noted below. Refer to Material Finish Legend for manufacturer and color to be utilized on this project. a. VCT/seamed vinyl flooring to carpet: Johnsonite CTA -29-A. b. VCT to seamed vinyl flooring use heat welding rod: 842322 c. Porcelain Tile to Wood Sheet Vinyl/Vinyl Tile: Schluter systems Reno -U Clear Aluminum edge. Must comply with ADA standards. d. Vinyl Tile to ceramic mosaic tile: Solid Surface - Corion Bone. Must comply with ADA standards. 4. Where new floorcovering and/or base is specified, the some floorcovering and/or base shall extend into any closets, storage areas, etc. adjacent to that space unless otherwise noted. 5. Where specified in the Room Finish Schedule, sheet vinyl flooring is to be heat welded at seams utilizing manufacturers sealer. Flash cove material 6" up wall to form self cove base. Continuous cove fillet strips to be provided by Flexco style #95. Aluminum trim to be provided by Robert R12-3314. 6. The vinyl tile shall be inttalled in a basket weave pattern. Accents to be installed in a one directional pattern. 7. The Vinyl Tile key is as follows: ❑ VT1 Mannington Designer Essentials 133 Almondine ® VT2 Mannington Designer Essentials 183 Prairie Sand E VT3 Mannington Designer Essentials 163 Khaki Beige `'`< VT4 Mannington Designer Essentials 125 Silver Pine 8. For seamed vinyl flooring, products must be compatible with adhesive specified for floor finishes and/or be removed by the Contractor prior to applying floor finish. 9. Carpet tile is to be installed in a quarter turn pattern. B: CEILING 1. When installing lay -in ceilings, layout grid in room so cut tiles at perimeter are no less than 9" wide. 2. GYP ceilings are to be painted with EP2, unless otherwise noted on F1.1. 3. For renovation work, replace all damaged ceiling tiles as necessary. Utilize existing tiles from one enclosed room for replacement tiles. Provide all new tiles in above mentioned enclosed room. All new tiles to match existing. Adjust tiles to lay flat in grid. G: WALL PROTECTION Corner O Korogard G200, 3"W, 40"H; Install corner guard above Guard wall base. Color: Boucle Top and bottom terminating trim shall Z s p be included. Corner �--� Korogard G100, 2"W, 40"H; Install corner guard above wall base Guard Install Korogard Rigid Sheet Vinyl Portection .040" Haircell W202 > ' between corner guards. Color: Boucle Top and bottom terminating W trim shall be included. Casework - Heavy Duty Aluminum 45 degree outside angle 1/2" radius corner. Corner (WP5) Guard Handrail See Korogard, H100, 5.5" Color: Boucle Below Q Bumper See Korogard, 8130, 3.5" Color: Boucle Rail Below Bumper SeeKorogard, 8300, 2" Color: Boucle Rail Nurse's Station Elevation U W (WP4) Sheet See Korogard, Rigid Sheet Vinyl Protection 0.06" Thick, Haircell W202 Texture. Utilize Wall Below vertical trim pieces. Color: Boucle Protec. Fiberglass FRP Marlite, Color: Ivory is to be applied directly to wall from top of finish Reinforced base specified. Utilize Marlite's accessories for corner & finishing trim Panel pieces. Locations shall be as H noted below: Janitor Closets: 4'-0" high all walls. WP1. Handrail to be mounted © 34" above finished floor to top of rail. Mount bumper rail starting from the bottom @ 6" above finish floor. Rails to stop 2" before all door frames, fire extinguisher cabinets, wall openings and corner guards. Rubstrip is to be placed on the exposed area between wall protection and door frames, fire extinguisher cabinets, etc forming a continuous line of wall protection. 34 4-- IV. 1. Bumper Rail Base WP2. Sheet Wall Protection to be mounted to 48" above finished floor. Sheet Wall Protection Base WP3. Sheet wall protection to be adheared to wall & installed behind the base. Sheet wall protection to sit on top of finish floor. Top of sheet to be @ 40" above finished floor. Sheet Wall Protection Base GENERAL WALLPROTECTION NOTE: DO NOT APPLY SHEET WALLPROTECTION TO ANY EXTERIOR WALL. H: ACOUSTICAL PANELS I general II furnished and 'installed b e e PANELS shall be 1. ACOUSTICAL „ Y 9 contractor. Construction shall be 1/2 thick pressed fiberboard with square edges. Miter wrap all corners, return materials to back 2" around perimeter of back to apply to substrate. For further information and locations see Sheets FO.1 & F1.1. 2. FABRIC: Knoll Spellbound W1464/2 Oyster 3. PANEL MOUNTING DIAGRAMS: Dictation T2103 NOTE: All dimensions must be field -verified before production. I: MIRROR 1. The mirror in Day Room is to be Art Resourse Team, International Molding #940-80 Outer dim: 24"x 36". Contact person: Tony Baird 513-662-1998. INNER. DESIGN STL,lDlO 7203 gaiters gri.dge Road, Skite 106 grevutwood, TN 3�1-027 62.5.321.0696 ARCHITECTURE PLANNING INTERIOR DESIGN J, N W J Z D Q NASHVILLE TAMPA a D W Z } < 0 W N 7 W W 0 D Z s p 0 d WO > ' J LL W Z,. m 0o LU .. FZ Z 0 Q _W LU U W H U IX < 0 W H 0 a 0 Z CENTRAL FL W I REGIONAL 0 HOSPITAL 0 1401 W SEMINOLE BLVD SANFORD, FL 32771 0 0 Q 0 Z < J FINISH SPECIFICATION AND GENERALNOTES m O m FINISH MATERIAL.SELECTIONS, GENERAL & FINISH NOTES INNER DESIGN STIP to 71.03 PR{zers grWoe Road, su.Lte 2oc' Srewtwood, TN 37027 615.321.oc'gc' ARCHITECTURE PLANNING INTERIOR DESIGN z Q z 7 z 0 IL z Q z 0 FA 0 w J 0 2 z W c/) J REGIONAL 0 a j 0 � Z SANFORD, FL 32771 W 0 Z Xcl O O F 0Z L. 0 tr LL. Q Z w a CC 07 F im, .r MKW0 ~ 3 G7 0 W F w CENTRAL FL J REGIONAL 0 HOSPITAL 0 1401 W SEMINOLE BLVD Z SANFORD, FL 32771 FINISH W SPECIFICATION AND W GEN ERAL NOTES 110 v IL w e -A 212022.00 F im, .r MKW0 ~ 3 G7 QQ 0� 2 ~ 11 /7/2012 a Ufl FIM EM EZI 0 FINISH PLAN 1/8" = f-0" �--/PAT. RM. CTF WVF TYPE 3 286 AM Provide P1 above P1 /P6 Chair Rail and RB2 Provide P6 below wvFl Provide P1 above Chair Rail and Provide P7 below w ACTT PI /P7 RB2 WVFI PAT. RM. TYPE 2 wvF 285 Ire -14: U TOILET - PAT. RM. 2 q - TYPE 2 IWVF ACT1 284 wvF O ACT1 R62 Z PI /P6 0 RB2 ,.n,r WVFI t�La Provide PI above ~ WVF z Chair Rail and if LL Z Provide P6 below 0 PL2 1 ; Itl PLl �J PT/OT CWT1,2,3/EP1 CTB1 CTF1 AC71 VT P1 Rill VT1,2,3,4 VT nn� WVFI I wVF PAT. RM. TYPE 2 273A 273 PLI I Provide Pl above _ f ........ Chair Rall and Provide P6 below ACTI PI /P6 11112 WVFI wvF PAT. RM. TYPE 2 274A 274 PLI TOILET \L,'J_... PAT. RM. wvF TYPE 2 275 IWVF ACT1 P1/P7 O R62 Z WVFI 0 Provide PI above ,.n,r Chair Rall and t�La Provide P7 below O z tpow INN6RDesIC1N STL. D10 7:io3 galeers grWee Road, Su�te 106 grevLtwood, TN 37027 615.321.0696 0 M Y, N W w J z 0 J C z Q J 0 w z 0 a I- 0 w 0 a X 0 0 w J 0 I 0 I' 0 z W i u rb, A ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA �N () O LL O Z 0 w ,.n,r t�La qYC O z tpow if LL Z 0 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 FINISH PLAN MKW 111/7/2012 M M G: WALL PROTECTION Corner O Korogard G200, 3"W, 40"H; Install corner guard above Guard wall base. Color: Boucle Top and bottom terminating trim shall 102H be included. Corner rU Korogard G100, 2"W, 40"H; Install corner guard above wall base GuardInstall Korogard Rigid Sheet Vinyl Portection .040" Haircell W202 between corner guards. Color: Boucle Top and bottom terminating O trim shall be included. Casework - Heavy Duty Aluminum 45 degree outside angle 1/2" radius corner. Corner (WP5) C) Guard Handrail See Korogard, H100, 5.5" Color: Boucle Below LL Bumper See Korogard, B130, 3.5" Color: Boucle Rail Below Bumper See Korogard, B300, 2" Color: Boucle Rail Nurse � s Station WY OC Elevation (WP4) Sheet See Korogard, Rigid Sheet Vinyl Protection 0.06" Thick, Haircell W202 Texture. Utilize Wall Below vertical trim pieces. Color: Boucle Protec. Fiberglass FRP Marlite, Color: Ivory is to be applied directly to wall from top of finish Reinforced base specified. Utilize Marlite's accessories for corner & finishing trim Panel pieces. Locations shall be as noted below: Janitor Closets: 4'-0" high all walls. WP1. Handrail to be mounted @ 34" above finished floor to top of rail. Mount bumper rail starting from the bottom ® 6" above finish floor. Rails to stop 2" before all door frames, fire extinguisher cabinets, wall openings and corner guards. Rubstrip is to be placed on the exposed area between wall protection and door frames, fire extinguisher cabinets, etc forming a continuous line of wall protection. 34 4- N. 1.5. Bumper Rail Base WP2. Sheet Wall Protection to be mounted to 48" above finished floor. Sheet Wall Protection Base WP3. Sheet wall protection to be adheared to wall & installed behind the base. Sheet wall protection to sit on top of finish floor. Top of sheet to be @ 40" above finished floor. Sheet Wall Protection Base GENERAL WALLPROTECTION NOTE: DO NOT APPLY SHEET WALLPROTECTION TO ANY EXTERIOR WALL. PT/OT GYM 283 KITCHEN / BEDROOM 276 PAT. RM. TYPE 2 275 TOILET 276A INNeRDESIGN STI.tDID 7103 ga1Zers -Friolge Road, Suite 106 Urewtwood, TN 3Y,027 625.321.0696 Z 0 d 7 0 W Z 7 W It W M J J Q I N I- N Q } J LL 0 W a 0 a W I P N 0 Z N I F ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA U) I I .......... I 1 INNeRDESIGN STI.tDID 7103 ga1Zers -Friolge Road, Suite 106 Urewtwood, TN 3Y,027 625.321.0696 Z 0 d 7 0 W Z 7 W It W M J J Q I N I- N Q } J LL 0 W a 0 a W I P N 0 Z N I F ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA U) H W U) 102H Q > LL O E. Z.,.. C) 0 LL 0 cc Q G7 WY OC CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 WALL PROTECTION PLAN MKW H W U) 102H W 11/7/2012 a- LIMITS OF CONSTRUCTION I — — — — — — — — — — — — — — The Vinyl Tile key is as follows: ❑ VT1 Mannington Designer Essentials 133 Almondine ® VT2 Mannington Designer Essentials 183 Prairie Sand E VT3 Mannington Designer Essentials 163 Khaki Beige El VT4 Mannington Designer Essentials 125 Silver Pine INNEF2DESIC1N STI.tDlO 7103 1aleers FYI. ee R.00O' Suite 106, gYewtwood, TN 37027 615.321.oro9�o 0 0 0 z 0 m 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA U) O sew O Ix � J ILL w� w 0 ZZ o Q ML QT Uj CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 FLOOR PATTERN PLAN I— w U) oc w 0. 771 0 PT/OT GYM 283 INNEP— AES(CjN STI.kAID FURNITURE PLAN X203 ga�Zers grudge rz.oad, suite zoo grevwtwood, TN 37027 18 /A = it -on 025.321.0 _ 0 ARCHITECTURE W PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com 0 a ATLANiA n NASHVILLE E TAMPA I - z t7 ... a 0 U. CENTRALFL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 FURNITURE PLAN a FILTER SCHEDULE O Q 60/. EFFICIENT, 4'" THICK 95/. EFFICIENT, 12 THICK CARTRIDGE' CARTRIDGE SYSTEM 1-4 MODEL NO. PF -1 _ H-1 FF -1 DIMENSIONS 42" L x 24" Hx 24" D UNIT DESIGNATION TYPE 1 RTU -1 350 RTU -1 CFM CFM TYPE 0.5" SP LO HOOD CONNECTION Q 0.5" Q 0.75" 0.5" FILTER POSITION 35 MAKE-UP PRE 1,508 FINAL CFM N/A CFM MAX OUTLET VEL/TS 410 13,685 8" 13,685 CONDITIONED SUPPLY SIZE INITIAL RESISTANCE -H20 8110 CFM 0.35" 13,000 0.50" I/4 N/A FINAL RESISTANCE -H20 13,000 ACCESSORIES 1.35" 120/1/60 1.50" MANUFACTURER GREENHECK MAX FACE VELOCITY INLET SCREEN NO 472 GPM 471 WEIGHT OUTLET SCREEN EFF. -DUST SPOT (ATMOS. DUST) 1.1 REMARKS: 1. HOOD TO BE WALL EXHAUST LOW PROXIMITY UL 710 LISTED 2. HOOD TO BE 430 STAINLESS STEEL WHERE EXPOSED. 3. PROVIDE HOOD MOUNTED EXHAUST FAN CONTOLS AND CONTACT TO EMS FOR FAN STATUS. 4. PROVIDE ANSUL SYSTEM WITH UTILITY CABINET MOUNTED ABOVE CEILING. 5. TOP OF HOOD TO BE MOUNTED 66" AFF. CENTER ABOVE APPLIANCE SERVED. 60X 0.9 95/. NONE AS REQ'D DIMENSIONS AS REQ'D AS REQ'D NOTE 1 NONE NOTE 1 WTR PD FT 2 REMARKS: 1. FILTERS TO MATCH UNIT CASING SIZE UTILIZING 24"x24" AND 24"x12" FILTERS. 2. FILTER HOUSING TO BE PROVIDED WITH HOUSING SUITABLE FOR EXTERIOR INSTALLATION AND PRESSURE GAUGE. 3. ALL FILTERS TO BE FRONT LOADING WITH 4 -SIDED FRAMES. FAN SCHEDULE Q1 WALL MOUNTED CENTRIFUGAL FAN NUMBER KEF-1 H-1 1-3 1-4 MODEL NO. SERVICE _ H-1 1-8 DIMENSIONS 42" L x 24" Hx 24" D 350 TYPE 1 525 350 350 CFM CFM 525 0.5" SP LO HOOD CONNECTION 8"x6" 0.5" SP -IN H2O 0.75" 0.5" MAX SOUND POWER LEVEL (NC) 35 MAKE-UP MAX FAN RPM 1,508 35 CFM N/A 35 MAX OUTLET VEL/TS 410 N/A 8" 8" (D CONDITIONED SUPPLY SIZE CW -099-A 8110 CFM N/A 13,000 MIN MOTOR HP I/4 N/A 13,000 13,000 ACCESSORIES ELECTRICAL 120/1/60 1800 MANUFACTURER GREENHECK 1800 INLET SCREEN NO NOTE 2 GPM 1.1 WEIGHT OUTLET SCREEN NO 1.1 REMARKS: 1. HOOD TO BE WALL EXHAUST LOW PROXIMITY UL 710 LISTED 2. HOOD TO BE 430 STAINLESS STEEL WHERE EXPOSED. 3. PROVIDE HOOD MOUNTED EXHAUST FAN CONTOLS AND CONTACT TO EMS FOR FAN STATUS. 4. PROVIDE ANSUL SYSTEM WITH UTILITY CABINET MOUNTED ABOVE CEILING. 5. TOP OF HOOD TO BE MOUNTED 66" AFF. CENTER ABOVE APPLIANCE SERVED. 1.1 0.9 INLET DAMPER -TYPE NONE AS REQ'D AS REQ'D AS REQ'D AS REQ'D OUTLET DAMPER -TYPE NONE AS REQ'D WTR PD FT 2 2 OTHER WALL CURB 2 2 2 2 POWER TYPE I NORMAL 540 540 540 540 MANUFACTURER IGREENHECK 540 540 LAT DB (OF) 880 880 REMARKS= 1. EXHAUST FAN IS TO BE UL 762 LISTED. 2. PROVIDE SPEED CONTROLLER CONSTANT VOLUME TERMINAL BOX SCHEDULE HOOD SCHEDULE HOOD NUMBER H-1 1-3 1-4 MODEL NO. GHEP-3.5-S 1-7 1-8 DIMENSIONS 42" L x 24" Hx 24" D 350 350 EXHAUST 525 350 350 CFM 0.4" 0.5" 0.5" SP LO HOOD CONNECTION 8"x6" 0.5" 0.5" OPENING DIMENSIONS 0.5" MAX SOUND POWER LEVEL (NC) 35 MAKE-UP 35 35 35 CFM N/A 35 DUCT RUN -OUT OPENING DIMENSIONS N/A 8" 8" (D CONDITIONED SUPPLY 8_T'_0_8'10 8110 8110 CFM N/A 13,000 13,000 OPENING DIMENSIONS N/A 13,000 13,000 ACCESSORIES NONE 1800 1800 MANUFACTURER GREENHECK 1800 1800 OTHER NOTE 2 GPM 1.1 WEIGHT 100 LBS 1.1 1.1 REMARKS: 1. HOOD TO BE WALL EXHAUST LOW PROXIMITY UL 710 LISTED 2. HOOD TO BE 430 STAINLESS STEEL WHERE EXPOSED. 3. PROVIDE HOOD MOUNTED EXHAUST FAN CONTOLS AND CONTACT TO EMS FOR FAN STATUS. 4. PROVIDE ANSUL SYSTEM WITH UTILITY CABINET MOUNTED ABOVE CEILING. 5. TOP OF HOOD TO BE MOUNTED 66" AFF. CENTER ABOVE APPLIANCE SERVED. CONSTANT VOLUME TERMINAL BOX SCHEDULE DESIGNATION 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 CFM 350 350 350 350 350 350 350 275 MAX SP H2O DROP 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" MAX SOUND POWER LEVEL (NC) 35 35 35 35 35 35 35 35 DUCT RUN -OUT 8" (D 8110 8" 8" (D 8" 8_T'_0_8'10 8110 8110 BTU HR 13,000 13,000 13,000 13,000 13,000 13,000 13,000 10,250 ENT WTR TEMP (° F) 1800 1800 1800 1800 1800 1800 1800 1800 GPM 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.9 ROWS AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D WTR PD FT 2 2 2 2 2 2 2 2 EAT DB (OF) 540 540 540 540 540 540 540 540 LAT DB (OF) 880 880 880 880 880 880 880 880 PIPING RUN -OUT SIZE % % % % % % % % REMARKS: 1. ALL BOXES TO BE PRESSURE INDEPENDENT, RATED AT 1.5" STATIC PRESSURE. 2 -DUCT RUN -OUT SIZE DOES NOT MEAN INLET BOX SIZE. A TRANSITION MAY BE REQUIRED. 3. REHEAT COILS BASED ON A 25 OF TEMPERATURE DROP, MAX NCIS RADIATED AND DISCHARGE WITHOUT ATTENUATION. CONSTANT VOLUME TERMINAL BOX SCHEDULE DESIGNATION 1-9 1-10 1-11 1-12 1-13 1-14 1-15 1-16 CFM 325 350 750 700 375 325 325 325 MAX SP H2O DROP 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" 0.5" MAX SOUND POWER LEVEL (NC) 35 35 35 35 35 35 35 35 DUCT RUN -OUT 8"(p 8"(D 10"(p 10110 8110 8110 8110 8110 BTU HR 12,000 13,000 27,750 26,000 14,000 12,000 12,000 12,000 ENT WTR TEMP (° F) 1800 1800 1800 1800 1800 1800 1800 1800 GPM 1.0 1.1 2.3 2.1 1.2 1.0 1.0 1.0 ROWS AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D WTR PD FT 2 2 2 2 2 2 2 2 EAT DB (°F) 540 540 54° 54° 540 540 540 540 LAT DB (OF) 880 880 880 880 88° 880 880 880 PIPING RUN -OUT SIZE % 5/8 % % % % 5/8 % REMARKS: 1. ALL BOXES TO BE PRESSURE INDEPENDENT, RATED AT 1.5" INLET STATIC PRESSURE. 2. DUCT RUN -OUT SIZE DOES NOT MEAN INLET BOX SIZE. A TRANSITION MAY BE REQUIRED. 3.REHEAT COILS BASED ON A 25 OF TEMPERATURE DROP, MAX NCIS RADIATED AND DISCHARGE WITHOUT ATTENUATION. ID PIPING LEGEND S-60- STEAM LINE -STEAM PRESSURE (60 PSI) DIRECTION OF WATER FLOW GC GRAVITY CONDENSATE RETURN TEE -9 PC -e- PUMPED CONDENSATE RETURN LATERAL MCD MOISTURE CONDENSATE DRAIN LINE - GUIDE HWS- HOT WATER SUPPLY ANCHOR HWR- HOT WATER RETURN C PIPE TURNING DOWN CHWS- CHILLED WATER SUPPLY PIPE TURNING UP CHWR- CHILLED WATER RETURN C.O. O.S.&Y. CHAIN OPERATED O.S.&Y. VALVE CWS CONDENSER WATER SUPPLY EMD END OF MAIN DRIP CWR CONDENSER WATER RETURN SHUTOFF VALVE CHILLED WATER ROOFTOP UNIT SCHEDULE UNIT NO. RTU -1 MANUFACTURER YORK SOLUTIONS APPR. UNIT SIZE 252"L X 96'W X 60"H OPERATING UNIT WEIGHT (LBS.) 6,500 LBS SERVICE REHAB AND SECOND FLOOR MED SURGE TOTAL CFM 13,685 O.A. MINIMUM 3,720 O.A. MAXIMUM 13,685 SUPPLY FAN AIR FOIL PLUG SIZE 27' AF FAN MAX RPM 1,192 INTERNAL S.P. 5.0" EXTERNAL S.P. 2.5" TOTAL S.P. 7.5" MIN. MOTOR HORSEPOWER 30* ELECTRICAL 460/3/60 POWER TYPE EMERGENCY VFD YES 10"x6"/8"Q 10CD /12"x8" PREHEAT COIL 120 /12"x12" CFM N/A MAXIMUM FACE VELOCITY N/A E.A.T. DB ('F) N/A COIL L.A.T. DB (*F) N/A GTH (BTU/HR) N/A G.P.M. N/A E.W.T.° ( F) N/A ROWS -FINS PER INCH N/A MAX WTR P. D. FT. IIS H 0 N/A MAX AIR S.P. I1� H 0 N/A CONTROL VALVE N/A COOLING COIL W CFM 13,685 MAXIMUM FACE VELOCITY 472 E.A.T. DB/WB° ( F) 80.2' /68.5' COIL L.A.T. DB/WB ('F) 52'/51.8' GTH ( BTU/HR) 704, 000 G.P.M. 120 E.W.T.° ( F) 44' ROWS -FINS PER INCH 8/10 MAX WTR P.D. FT. IN H2O 15 MAX AIR S.P. IN H2O 1.00 CONTROL VALVE 2 -WAY TO FLEXMASTER CBD OR FLEXMASTER STOD (OR APPROVED EQUAL) RETURN AIR FAN N/A TYPE N/A VFD N/A CFMN/A - TOTAL S.P. IN H2O N/A SIZE N/A MAX FAN RPM N/A MIN. MOTOR HORSEPOWER N/A ELECTRICAL N/A POWER TYPE N/A AIR BLENDER NONE MIN. MIXING EFFECTIVENESS NONE OTHER 18" MIN ROOF CURB REMARKS: 1•* INDICATES HIGH EFFICIENCY MOTOR. 2.FINAL FILTER SECTIONS ARE INTERNAL TO THE UNIT AND ARE CALCULATED AS INTERNAL PRESSURE DROPS. SEE SCHEDULE FOR FILTERS REOUIRED. 3.PROVIDE UNIT WITH INTERNAL LIGHTS ON SINGLE CIRCUIT IN THE SUPPLY FAN AND ACCESS SECTIONS. 4 -SUPPLY FAN TO BE INDUSTRIAL GRADE FAN MINIMUM CLASS II. 5.CHILLED WATER COILS SHALL BE DESIGNED FOR 12 DEGREE TEMPERATURE DROP. 6.REFER TO MECHANICAL DETAILS FOR SECTION LAY OUT. 7.ALL COILS TO BE 0.008" ALUMINUM FINS, MINIMUM ROWS AND FPI AS SCHEDULED. 8"PROVIDE VARIABLE FREQUENCY DRIVES WITHIN THE UNIT CABINET WITH EXTERNAL SINGLE POINT CONNECTION WITH FUSED DISCONNECT. 9. UNIT TO BE MOUNTED ON 18" ROOF CURB. 10.ROOFTOP UNITS TO BE CONSTRUCTED AND CERTIFIED TO RESIST THE WIND LOAD, AND TO MEET THE STRUCTURAL REQUIREMENTS OF THE CODE AND DEBRIS IMPACT AS SPECIFIED IN FLORIDA BUILDING CODE (2007 WITH 2008 AND 2009 REVISIONS), SECTION 1626.2 THROUGH 1626.4. SEE FLORIDA BUILDING CODE (FBC. 2007 EDITION WITH 2009 REVISION) SECTION 419.4.2.5.1. OPA NUMBER, SUBMISSION ACCEPTANCE, AND INSTALLATION DETAILS TO BE INCLUDED WITH UNIT SUBMITTAL. He D DUCTWORK LEGEND _D_ RECTANGULAR DUCT TURNING DOWN -&- ROUND DUCT TURNING DOWN DUCT TURNING DOWN TO SIDEWALL REGISTER AT FLOOR DOUBLE LINE TO SINGLE LINE DUCTWORK BRANCH TAP OFF MAIN W/DUCT EXTRACTOR OR SPIN -IN FITTING W/DAMPER (LOW PRESSURE) TRANSITION IN DUCT (NOT DIRECTION OF AIRFLOW) REGISTER TAPPING INTO BOTTOM OF DUCT CONTROL DAMPER FD 1 HR FIRE DAMPER (SINGLE LINE DUCT) (UNLESS OTHERWISE NOTED) FD 1 HR FIRE DAMPER (DOUBLE LINE DUCT) (UNLESS OTHERWISE NOTED) FSD 1 HR FIRE/SMOKE DAMPER (UNLESS OTHERWISE NOTED) FSD 1 HR FIRE/SMOKE DAMPER (DOUBLE LINE) (UNLESS OTHERWISE NOTED) SINGLE LINE DUCT ROUTED IN HORIZONTAL 2 HOUR SHAFT. DUCT TERMINATION FM I.C.Thomasson ClCt Associates, Inc . Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 45 FULL RADIUS TURN SQUARE ELBOW W/TURNING VANES -, FULL RADIUS TURN Q DDC DIGITAL DISPLAY T'STAT sQ DDC TEMP SENSOR 0 DDC DIGITAL DISPLAY HUMIDISTAT MVD. MANUAL VOLUME DAMPER SWR SIDEWALL RETURN REGISTER SAR SIDEWALL SUPPLY REGISTER SB INDICATES A SIZE "B" SUPPLY 400 DIFFUSER SET FOR 400 CFM RB INDICATES A SIZE "B" RETURN 100 REGISTER SET FOR 100 CFM EA INDICATES A SIZE "A" EXHAUST 50 REGISTER SET FOR 50 CFM ❑Q SUPPLY DIFFUSER (4 -WAY) 20 RETURN / EXHAUST GRILLE ® INDICATES NEW WORK TO BE 6'(D /8"x4" CONNECTED TO EXISTING WORK 8T -/9"x9" AT THIS POINT. 100 INDICATES EXISTING AIR .07 DISTRIBUTION DEVICE TO BE REBALANCED TO 100 CFM EACH. CEILING DIFFUSER SCHEDULE EXHAUST SYMBOL ADAPTER/ NECK SIZE FACE SIZE MAX CFM MAX NC MAX SP THROW CFM RUNOUT SIZE SA 6'(D /6"x6" 12"x12" 110 20 .07 4 -WAY BLOW 8"x8" 6'(D /8"x4" SB 8T -/9"x9" 15"x15" 230 20 .07 4 -WAY BLOW 8'113) /10"x6" SC 100 /12"x12" 15"x15" 420 25 .08 4 -WAY BLOW 10"x6"/8"Q 10CD /12"x8" SD 120 /12"x12" 24"x24" 500 28 .10 4 -WAY BLOW 27 12CD /16"x8" SE 120 /15"x15" 24"x24" 650 26 .09 4 -WAY BLOW -J = J_ 12CD /18"x8" SJ 8110 48"x12" 150 30 .10 LAMINAR W 8110 SK 101D 48"x24" 250 30 .09 LAMINAR 18" SQ 101D PERFORMANCE BASIS: 1 1250 .07 27 1. 4 -WAY BLOW DIFFUSERS ARE TITUS TDC OR EQUAL (EXAMPLE SA). 00 2. CONTRACTOR TO USE DUCT SPIN -IN FITTINGS WITH MANUAL VOLUME DAMPER EQUAL TO FLEXMASTER CBD OR FLEXMASTER STOD (OR APPROVED EQUAL) FOR CIRCULAR DUCT AND STANDARD SIDE TAKE OFF WITH MANUAL VOLUME DAMPER FOR RECTANGULAR RUNOUT. SEE DETAIL. BASIS: W w w 3. DIFFUSER PANEL SIZE SHALL BE 24"X24" IN ALL LAY IN CEILING LOCATIONS TO FIT WITHIN GRIDS. TO USE DUCT SPIN -IN FITTINGS WITH MANUAL 4. LAMINAR DIFFUSERS ARE TITUS TLF OR EQUAL. (EXAMPLE SJ) OR FLEXMASTER STOD (OR APPROVED ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA RETURN & EXHAUST REGISTERS SYMBOL NECK FACE CFM MAX SP MAX NC . RUNOUT RA/EA 6" SQ 8"x8" 75 .-.04 28 8"x4"/6" Q RB/EB 8" SQ 10"x10" � J w W 200 .05 28 U) 10"x6"/8"Q RC/EC U H 10" SQ 12"x12" 300 O .05 27 �� 14"x6"/10"Q RD/ED 12" SQ 14"x14" � 540 -J = J_ .06 28 LLo 16"x8712"(1) RE/EE �� 14" SQ 18"x18" W 700 O .07 28 # 18"x8"/14" Q RF/EF 18" SQ 20"x20" 1 1250 .07 27 W� 24"x10"/16"Q RG/EG 00 22" SQ 24"x24" 1 1600 1 .06 1 25 1 28"x12"/18" m PERFORMANCE BASIS: W w w z� 1. TITUS MODEL 50-F5 WITH I/2"x1/2" EGG -CRATE CORE OR EQUAL (EXAMPLE RA). 2. CONTRACTOR TO USE DUCT SPIN -IN FITTINGS WITH MANUAL VOLUME DAMPER EQUAL TO FLEXMASTER CBD OR FLEXMASTER STOD (OR APPROVED EQUAL) FOR CIRCULAR DUCT AND STANDARD SIDE TAKE OFF WITH MANUAL VOLUME DAMPER FOR RECTANGULAR RUNOUT. SEE DETAIL. U = 3. REGISTER PANEL SIZE TO BE 24"X24" IN ALL LAY IN CEILING LOCATIONS TO FIT WITHIN THE GRID. ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 MECHANICAL - SCHEDULES & DETAILS 120319M001.DGN 212022.00 11/07/2012 M 0) . u.i CC = W � J w W z U) U H Z O �� _ Q' i � -J = J_ �� LLo Z �� p z zp W O �� H # LL Z C/) - UwLU Qx o 0 W� 00 N � LL W w w z� zz zW LU Ja UU ERz I- a U = W U W w2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 MECHANICAL - SCHEDULES & DETAILS 120319M001.DGN 212022.00 11/07/2012 w M I= M am --- I I - I � 11 �� i ... . i, I , _. .. . - — . % I I a I I I . I . ; I ! � , z . : L.=� I, 1� 1 i . z .% ­ 1wcwccwM=: ...... c.1. .z I � _ - � ) I s .... , . .... I - ...%I .. i i \ I 1 jij TW RO M ,\,_ I i I � - ------------- --- � ,--,- 1� I 'I-+- .... I � IN E � L-2 I f:: ::::::::::::::::::::::-j I . ... � . 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I I I q NOTES: q -, _/ . . . . % ..... : .. .. . § .. ____ :. : .. .� ., i : t ......................... t . ........... .......................... 1 .......... ­ � t n ; .,..I � .... ­­ I 117 i �L,41 - .. � . . . . , . z . 0— 6��.�-.po`�` �'.` !'� _M. .t ."I- , - 3 � It _1A. "i . _.: , -I:- � � " I 1. DUCT LAYOUT BASED ON EXISTING DRAWINGS. I . , I I . : i c : , c ; »,»» I t I I ;:1 C I { : : I!! : : fl ......... .......... \, , ­...­, 11 et I . I q � I . .... 11-1- L --) 1, . - - -It . _� H: c: � : ��.. - -.1. I.. I I - ­ .. _­. :: 't i , .11, ­. . . . - - �:,­: ; ­-, F 011, ..1.1 � :�, ..1. .-I ; : : CONTRACTOR TO FIELD VERIFY ACTUAL DUCT ct � ................................................. � ........... I � E �:, . c��' . �1: t , . . %­ � .�:. .. . I , . t"Ilk 'i- , -, �k . , . - I "I'll, _ , "I � � � � � W� . . . ----- ....... .... ;. ........... .] .- _ : �� I I I , �:--_ ­,..",. . v�,�.� . . . : : I � .", . : tj�� F...Rp.ww. � rT � , '_ ; : : I - - ; ; ; ROUTING AND AIR DISTRIBUTION LAYOUT t t z t t : , c I PIL: : � I . : . �� 1) , !�­ : ---- I ,-.e I .. / .1 . __ t _ : c�.i ;. I - ------------ I ..... I - � . %�., I 'I ...... 1: � : . ; � t 2. RINDICATES AIR DISTRIBUTION DEVICE TO BE � , ; : _'111__ 11, I t I J., , ; : : . / / II" I 7 �1_ � � ... -.I.: ­ : I . ; MOVED, CLEANED, AND REINSTALLED IN NEW ; 0 I ..... . . . : � --,--- � t111-1 I— ... .. . ...... ... , I - I __j I I � . ....... ... � . ...... k_ . . . t GRID. EXTEND RUN -OUT DUCTWORK AS REQUIRED c z .. I z . . . I I . : . -.1 1.0 . . .. 3 .. � I .. ­ . : : i : t I t: t t . --- T11 1, I I t . . . ...� . 4 � I - . . . Y71 . 3. CONTRACTOR TO PROVIDE NEGATIVE AIR MACHINES t � I . i . . � . I I ­ .... . . ....... 1�­ I �:�. I �� .. __ � i-11 .... ... . y J� I . . . . 1(, . I... ... % ..­ I %­ . .. . -1 " ::�? : I z WITH SO% i ' FILTER TO MAINTAIN AREA OF CONSTRUCTION I � . t I . I : c PH . . . I EXISTING TO I q�­- ,", N. " � I ... : �� � Mil� - I- I --I " I I 1. .1 ---- - I...",... __ __1 � I :t ." T:"-- . 1. � , ; . ­ : iit: - - I . 1�_" :;t_ , I i NEGATIVE TO ADJACENT OCCUPIED SPACES. PROVIDE c § � I c I �­; . %­ p �­ I I... "... .... REMAIN (TYF=9 I .1.; I: ,.,� �-_-­ z �,-��, z : .��', : zc : 11 - �_, : _ � ­­ _11 - _­ �.. _ ------� /I � r �_ P ., W 1; ,,, I I � I �____ ... ___ :;I� // � , :; I . \ : i,: : ,I , � .. . � ; DWYER PRESSURE MONITORS TO SHOW AREA OF . � t � t t I I . : 1, � : , . 1- . L . % I . . . . � ........ I .......... I . z I 11 � I I I �1, . �, .1. I ... I _... N __1­11� : CONSTUCTION AT A NEGATIVE PRESSURE RELATIONSHIP � . i I : . I . . � I . I ...... _­ � t zt / . . - ...... F-1 � I � � ........ I 01, < ,­­' _ . . 11-M. I // I- � t- J I t �, _.. 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(, I \ \ E3 i \ € �V::. 60,1 - - - -- L—— -----t— \ I \ 3 c.:...-------------- ~�----i -— — — — — I — L s.; ..,.•V.V..•V.�.V.� i ... iii :Y»: IQ I.C.TIlomasson Assoclatess, Inc. .ICT Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 NOTES: 1. REaU I RE1" BENTS * INDICATES AIR DISTRIBUTION DEVICE TO BE REMOVED, CLEANED, AND REINSTALLED IN NEW GRID. EXTEND RUN -OUT DUCTWORK AS REQUIRED 2. 75 ARROW INDICATES DIRECTION OF AIR FLOW. EQ 15 INDICATES 15 CFM 3 3. 8" x 6" GREASE EXHAUST DUCT. EXHAUST DUCT TO BE - - - CONSTRUCTED TO MEET NFPA S& REQUIREMENTS. 4. REWORK EXISTING RETURN DUCT TO TRUN UP AT THIS IN LOCATION TO FLOOR ABOVE. PROVIDE FSD AT FLOOR SLAB PENETRATION. 5. NEW CONSTANT VOLUME HOT WATER TERMINAL REHEAT BOX I 6. CLASS I GREASE EXHAUST HOOD H-1 SUSPENDED 6 FROM STRUCTURE. i I i f 7 14" DIA METAL FLEX CONNECTION TO OWNER FURNISHED DRYER. PROVIDED WALL CAP UJ/ ' BACKDRAFT DAMPER. ......_.......... ....... WALL CURB TO BE ATTACHED TO WALL FRAMING OR STRUCTURAL STEEL. CRUB ATTACHMENT DESIGN TO STRUCTURE TO BE PROVIDED BY CONTRACTOR TO MEET ALL FBC CRITERIA FOR INSTALLED EQUIPMENT WEIGHT. GREASE EXHAUST FAN KE F -1 525 CFM 3 NOTE 1 3 NOTE MECHANICAL - 6 FLOOR PLAN - NEW WORK o HVAC LEGEND MINIMUM FROOM VENTILATION REaU I RE1" BENTS M r� DESIGNATIONAQ © © QD EQ Q AIR MOVEMENT IN - - - - - - - - - OUT IN DIRECTION = ui MIN. TOTAL IO 6 6 2 4 6 AIR CHANGES z Q z Z,�.,, U MIN. AIR CHANGES --- 2 --- --- --- - OUTSIDE AIR .f qtr_th —� = J v) 3 ALL AIR EXHAUSTED TO OUTSIDE YES NO NO NO NO NO WHERE ROOM REQUIRED TO BE EITHER POSITIVE OR NEGATIVE TO AN ADJACENT SPACE THAT I_- DIFFFERENTIAL TO BE A MINIMUM OF 15 CFM Z ----------- EXISTING TO REMAIN NEW CONSTRUCTION M 0 a z a z 0 W J 0 V 11 N W J 0 0 0 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 If Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 MECHANICAL - FLOOR PLAN - NEW WORK 120319M201.DGN 212022.00 PDB PDB 201 11/07/2012 w U) w M r� Co u.i ti a = ui c� a wr- w U) z Q z Z,�.,, U O IY F-: ,� a ¢ .f qtr_th —� = J v) 3 LL O Z w� poo. OC O~� I_- 0 Z U) - Z ::) Q U) (w w CO CO § Q Q 2 N8 LL w \ O O U Y� ww ww z z E5(9 z w t" QQ U Z F- Q UU W2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 MECHANICAL - FLOOR PLAN - NEW WORK 120319M201.DGN 212022.00 PDB PDB 201 11/07/2012 w U) w EXTEND NEW 3" SUP d RET UP T RTU- I ON ROOF IM NEW RTU -1 LCP NEW 40" x 30" RETURN DUCT - NOTE - I wx FMO EXTEND 3" LINES TO RTU - I AS SHOWN. MECNANIGAL - TNIRD FLOOR PLAN - NEW WORK m 4 8 OUTLINE OF RTU - I ON ROOF N TRANSITION FROM NEW 8" x 16" TO EXISTING 50" x 14" IN VERTICAL AS REQUIRED. NOTES: 1. RETURN DUCT MAIN UP FROM FLOOR BELOW IN 2 HOUR SHAFT W/ FSD AT SLAB PENETRATION AND TO CONTINUE UP TO ROOF. 2. SUPPLY DUCT MAIN DOWN FROM ROOF IN 2 HOUR SHAFT AND CONNECT TO EXISTING SUPPLY DUCT MAIN SERVING SECOND FLOOR. PROVIDE FSD AT FLOOR SLAB PENTRATION. 3. TWO NEW VARIBLE FREQUENCY DRIVES TO SERVE EXISTING AHU SUPPLY FAN AND EXISTING RETURN AIR FAN. REFER TO CONTROL DRAWINGS FOR CONTROL COMPONENTS. PROVIDE SUPPLY FAN VFD RATED FOR 40 HP 6 460 / 3 / foo. PROVIDE RETURN FAN VFD RATED FOR 5HP 6 460 / 3 / 60. 4. EXISTING AHU TO BE REBALANCED BY TEST AND BALANCE CONTRACTOR TO PRE -CONSTRUCTION SUPPLY, RETURN AND OUTDOOR AIR. Nc MECHANICAL - TNIRD FLOOR PLAN -DEMOLITION m 4 8 Ib NOTES: 1. REMOVE EXISITNG RETURN DUCT COMING UP FROM SECOND FLOOR AND SEAL OPENING AIR TIGHT 2. REMOVE THIS SECTION OF DUCT AND SEAL DUCT TAP AT SUPPLY MAIN. 3. t( INDICATES WHERE CFM AND STATIC READING. T BE TAKEN PRIOR TO DEMOLITION WORK START FOR BALANCING OF AHU AND RETURN FAN AFTER SECOND FLOOR SUPPLY AND RETURN DUCTS HAVE BEEN DISCONNECTED FOR AHU. FORWARD REPORT TO DESIGN ENGINEER FOR REVIEW. 1 DUCT ( SUPPORT f f ITYP� 3 i I t • i 40" x 30" RETURN —— DUCT. DUCT TOE BE i INSTALLED WITHIN STRUCTURAL IMPACT RESISTANT SCREEN WALL. ` I , i — — i DUCT PENETRATION CURB, SEE DETAILS. i E 3 f 3 — 33 — i 1 I 1 ' SUPPLY DUCT DOWN TO THIRC 12" x 12" x 12" H I FLR. REFER TO THIRD FLOOD DUCT PENETRATION 3 PART PLAN THIS SHEET FOR CURB. I CONTINUATION # RETURN DUCT UP FROM THIRD 3 FLR. REFER TO THIRD FLOOR ! ' PART PLAN THIS SHEET FOR I E 1 € ....... € 19 I .......... ....... .......... CONTINUATION ............. ...... ............ ....... ............, ............. i ...... ............ .... ........... ........... .... ---- ...... ................... ....... ...... MECNANICA ROOF PLAN L - - NEW UJORK i I.C.Thomasson ICT Assoclates, enc. Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Noshville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 I I i TRANSITION TO 41"x38" UNIT RETURN DUCT CONNECTION I i OUTDOOR AIR INTAKE TO BE I A MINIMUM OF 36" ABOVE FINISHED -ROOF. MAINTAIN MINMUM OF 25'-0" 1 — CLEAR TO ALL PLUMBING VENTS AND I EXHAUST OUTLETS. OFFSET EXISTING ROOF VENTS AS REQUIRED. I NEW ROOFTOP UNIT RTU -I MOUNTED ON 18" HIGH ROOF CURB. INSTALL DUCT MOUTED SUPPLY AND RETURN DETECTORS 1 WITHIN THE UNIT. , I 1 NOTES: 1. ROOFTOP UNIT TO BE CONSTRUCTED AND HAVE A N.O.A APPROVAL LETTER. 2. REFER TO DETAILS FOR SECURING THE ROOFTOP UNIT AND DUCT WORK TO THE ROOF TO MEET HURRICANNE REQUIREMENTS. � C5 48" x 16" SUPPLY DUCT. DUCT TO BE INSTALLED WITHIN STRUCTURAL IMPACT RESISTANT SCREEN WALL. nm am ARCHITECTURE PLANNING INTERIOR DESIGN N W W J Z J p Lyrnan Davidson 0A, Dooley, Inc. Wt z` X- 209 1 Oth Avenue South 0' 1, Suite 327, Cummins Station Z�= Nashville, TN 37203 615.244.7399 t 1.0, t::' 615.244.6697 f Iddi-architects.com W ATLANTA ° =IrANASHVILLE rn _G-` . TAMPA U w a zI r N 1171 Lg..... �..... Q N M Co pr•ez W p = ui .t.. C� Z, : w Z W_ zU P:U ' i-. Q g I __ •e � J a0 g U_ O �r 0 OX Z 0 �p W w FT -21 C 031*11,01111! F-yo LL C J g Z z Q O W Z I U) w of NQ_" 0 k x IY O O LLw m oll wLU W Z U J Q ° U t>"<< _ W0 .}_ 111 2 - gg CENTRAL FL REGIONAL 02 y01101 HOSPITAL 1401 W SEMINOLE BLVD Z...•.•.,_`.3Z�3 SANFORD, FL 32771 I ! 11/07/2012 :\ o PRIMARY -FILTER FINAL FILTER SECTION SECTION RAIN HOOD OZ z O 0 wZ) c� z RETURN & U v U SUPPLY FAN v Q_3 MIXING SECTION V) V 11 Ln = r2 0ROOF 31-0" MIN. TO C) o U 0< CURB O.A. INTAKE Q Q Q ROOF STRUCTURE ROOFTOP UNIT DETAIL NO SCALE 1. ROOFTOP UNIT IS TO BE SECURED TO ISOLATORS AND ISOLATORS 3. PROVIDE PIPE CHASE TO MATCH UNIT CONSTRUCTION. CONDENSATE TO SUPPORT CURB BY BOLTING OR WELDING. ROOFTOP CURB IS DRAIN CONNECTION TO BE ON OPPOSIDE SIDE OF UNIT FROM PIPE CHASE. TO BE POSITIVELY ATTACHED TO BUILDING STRUCTURE BY BOLTING OR WELDING. ROOF CURBS ARE TO BE RATED FOR 2010 FLORIDA 4. EACH SECTION TO HAVE A MINIMUM OF 18" WIDE ACCESS DOOR. BUILDING CODE WIND LOADING. ACCESS DOOR IS. TO OPEN AGAINST THE RELATIVE PRESSURE OF THE SECTION SERVED, WITH THE ONLY EXCEPTION TO THE 2. ROOFTOP UNITS TO BE DESIGNED TO RESIST THE WIND LOAD, AND TO PRESSURE REQUIREMENT BEING THE SUPPLY FAN SECTION. MEET THE STRUCTURAL REQUIREMENTS OF THE CODE AND DEBRIS IMPACT AS SPECIFIED IN THE FLORIDA BUILDING CODE (2007 WITH 2008 AND 2009 REVISIONS), SECTION 1626.2 THROUGH 1626.4. SEE FLORIDA BUILDING (FBC, 2007 EDITION WITH 2009 REVISION) SECTION 419.4.2.5.1. MINIMUM 3 90 DEGREE SPIN -IN FITTING WITH MVD RUNOUT DUCT TO ELBOWS WITH 2 BEING EQUAL TO FLEXMASTER CBD DIFFUSER. REFER TO FLEX I FOR ROUND RUNOUT. DIFFUSER SCHEDULE FOR SIZE. ' MINIMUM 6'-0" OF FLEX DUCT. TERMINAL BOX CEILING DIFFUSER BOX SERVING ONE DIFFUSER DETAIL NO SCALE NOTES 1. FLEX DUCT TO BE EQUAL TO THERMOFLEX TYPE M -KE. 2. 90 DEGREE ELBOWS IN FLEX DUCT TO HAVE NOT LESS THAN ONE DUCT DIAMETER CENTERLINE RADIUS. CHILLED WATERTEMPORARY FLUSH PIPE CONNECTION. RETURN REMOVE AND CAP UNION AFTER PIPE FLUSHING IS COMPLETE. CHILLED BUTTERFLY VALVE WATER (TYP.) SUPPLY FLEX MANUAL AIR CONNECTION VENT (TYP.) PRESSURE 2 -WAY CONTROL VALVE GAUGE P.T. TEST MANUAL AIR PLUG (TYP) VENT / GATE VALVE LINE SIZE DIRT LEG / J-(TYP) #� (TYP.) ' AIRFLOW HOSE BIBS FLOOR (TYP.) BALANCING �� DRAIN VALVE PLUG CAP (TYP) (TYP) STRAINER COMPANION DRAIN PAN FLANGES DIGITAL THERMOMETER (TYP.) COIL DRAIN (TYP.) CONNECTION SIZE TEE (TYP) FLOOR DRAIN NOTES: 1. PROVIDE MANUAL AIR VENT AT HIGH POINT OF RETURN LINE. 2. WATER TO ENTER COIL ON AIR LEAVING SIDE FOR COIL TO OPERATE CORRECTLY. 3. PROVIDE STAINLESS STEEL DRAINPAN SLOPED FOR POSITIVE DRAINAGE. 4. PROVIDE PT PLUGS AT EACH EMS TEMPERATURE SENSOR 5. PROVIDE MINIMUM 3 PIPE DIAMETER STRAIGHT PIPE AHEAD OF AND DOWNSTREAM OF BALANCING VALVE. TYPICAL PIPING AT MULTIPLE COOLING COILS NO nu SCALE RETURN FLOW SUPPL Y FLOW SPIN -IN FITTING WITH MVD EQUAL TO FLEXMASTER STOD FOR ROUND RUNOUT. MANUAL VOLUME DAMPER BRANCH MAIN DUCT LOW PRESSURE ROUND BRANCH DUCT RUNOUT NO SCALE TYPICAL OF SUPPLY, RETURN, & EXHAUST MECHANICAL FASTENERS VAPOR -BARRIER MASTIC AS REQUIRED TO SECURE REINFORCED WITH FABRIC INSTALLATION (STARTING) OR MESH MAX 3" FROM THE BUTT JOINT) FIBROUS BOARD INSULATION (CORNERS MAY BE STRAIGHT OR KERFED) O ?> RECTANGULAR DUCT i '—VAPOR -BARRIER TAPE OVER JOINTS, BREAKS AND PENETRATIONS OF ADHESIVE SPOTTED AS THE VAPOR -BARRIER JACKET. REQUIRED TO ASSIST THE INSTALLATION DUCT EXPOSED TO WEATHER NO SCALE BOTH THE SUPPLY AND RETURN DUCTS L. -/4 BOLTS AND NUTS IN HOLES PROVIDED, OR 3. NO. 10 STEEL SCREWS, OR 4. MINIMUM I" STEEL RIVETS (G)CONNECT DUCT TO SLEEVE AS REQUIRED BY THE MANUFACTURER. (H) INSTALL ACCESS DOOR OR PANEL FOR SERVICE AND INSPECTION. DOOR MUST BE LARGE ENOUGH TO CHANGE LINK. NOTES: 1. FIRE DAMPER SLEEVE CLEARANCE WITHIN WALL OPENING. CLEARANCE REQUIREMENTS FOR DAMPER 7 TYPICAL INSTALLATION DETAILS F (C) (D) (F) DUCT REQUIRED. THE FIRE RESISTIVE MATERIALS (A) RETAINING ANGLES: SHALL BE EQUAL TO THE REQUIREMENTS FOR MINIMUM 11/2" X 1%2' X 0.054 (16 GA) FIRE RESISTIVE MATERIALS USED IN THE RETAINING ANGLES MUST LAP STRUCTURAL CONSTRUCTED WALL SO THAT A CONTINUOUS OPENING 1" MINIMUM AND COVER CORNERS RATING EXISTS AT THE WALL PENETRATION. OF OPENINGS. ON THE BOTTOM OF THE OPENING, AND NEED- (B) CLEARANCE %8" PER LINEAR FOOT BOTH MANUFACTURERS' INSTALLATION DETAILS DIMENSIONS (SEE NOTE 1 BELOW) SHALL BE TAKEN AS THE NEXT LARGEST (C) STEEL SLEEVE: GAUGE AS REQUIRED BY THE FIRE DAMPER MANUFACTURERS' MANUFACTURER'S INSTRUCTIONS. INSTALLATION DETAILS AND INSTRUCTIONS FOLLOW INSTALLATION INSTRUCTION FOR AS TESTED AND APPROVED BY U.L. MUST BE (D) APPROVED FIRE DAMPER (CURTAIN OR USED IN LIEU OF THE ABOVE DETAILS BLADE TYPE) WHERE APPLICABLE. (E) SECURE RETAINING ANGLES TO SLEEVE FEET) BY 241/4 INCHES MGH (%8 ONLY, ON 8" CENTERS WITH: 1. %2" LONG WELDS, OR NOTE: NO CAULKING IS REQUIRED ON FIRE 2. 1/4" BOLTS AND NUTS, PREFERRED DAMPERS OR FIRE DAMPER RETAINING ANGLES. 3. [NO. 10 STEEL SCREWS1 OR 4. MINIMUM " STEEL RIVETS DUCT MAY (F)SECURE DAMPER TO SLEEVE ON 8" ANGLES (A). THESE MUST OVERLAP THE EDGE ATTACH TO CENTERS WITH: OF THE FRAMING BY A MINIMUM OF ONE (1) 01 SLEEVE OR 1. %2' LONG WELDS, OR INCH OVER AND BEYOND ALL MATERIAL IN DAMPER , w THE OPENING. THIS MEANS THAT THE MINIMUM L. -/4 BOLTS AND NUTS IN HOLES PROVIDED, OR 3. NO. 10 STEEL SCREWS, OR 4. MINIMUM I" STEEL RIVETS (G)CONNECT DUCT TO SLEEVE AS REQUIRED BY THE MANUFACTURER. (H) INSTALL ACCESS DOOR OR PANEL FOR SERVICE AND INSPECTION. DOOR MUST BE LARGE ENOUGH TO CHANGE LINK. NOTES: 1. FIRE DAMPER SLEEVE CLEARANCE WITHIN WALL OPENING. CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING IS BASED 7 F (C) (D) (F) DUCT L611AX SLEEVES WITHIN A WALL OPENING IS BASED ON %8 INCH PER FOOT OF WIDTH (OR HEIGHT) L611AX UNLESS OTHERWISE STATED IN THE LISTING kk (G) OF THE ASSEMBLY. THE SLEEVE MAY REST EACH (TYPICAL) ON THE BOTTOM OF THE OPENING, AND NEED- SIDE NOT BE CENTERED. (FRACTIONAL DIMENSIONS DETAILS SHALL BE TAKEN AS THE NEXT LARGEST VERTICAL POSITION IS SHOWN, HORIZONTAL WHOLE FOOT.) INSTALLATION IS SIMILAR. EXAMPLE: A 30 INCH X 24 INCH FIRE DAMPER FOLLOW INSTALLATION INSTRUCTION FOR SLEEVE IS INSTALLED IN A WALL FUSIBLE LINKS. OPENING. THE OPEMNG SHALL BE 30% INCHES WIDE (l/e INCH X 3 (A) CAULKING FEET) BY 241/4 INCHES MGH (%8 Ik = INCH X 2 FEET.) (C) THE SLEEVE IS RETAINED IN THE WALL TEE— OPENING BY THE USE OF STEEL RETAINING ANGLES (A). THESE MUST OVERLAP THE EDGE 3 OF THE FRAMING BY A MINIMUM OF ONE (1) 01 INCH OVER AND BEYOND ALL MATERIAL IN I M11 /07/2012 w THE OPENING. THIS MEANS THAT THE MINIMUM WIDTH OF THE RETAINING ANGLE WOULD BE 1% INCHES (GOOD PRACTICE CALLS FOR AN ADDITIONAL SAFETY FACTOR BY MAKING THE (G) ANGLE IN THIS CASE 1%2 INCHES WIDE.) (H) THE DIMENSIONS REQUIRED FOR THE OPENING SHALL BE THOSE REMAINING AFTER THE PROVIDE A COPY OF THE MANUFACTURER'S OPENING HAS BEEN FRAMED AND FIRE INSTALLATION INSTRUCTIONS AT THE ARCA RESISTIVE MATERIALS PROVIDED WHERE INSPECTION. FIRE & FIRE/SMOKE DAMPERS 3/8" WELDED EYEBOLT ^^NNECTOR -BOL TS ES) CHOR ORNER) CABLE ED 6" x 6" GENERAL NOTE: CURBS MUST BE LEVEL. ROOFTOP MOUNTING ON ROOF FOR HURRICANE E WELDED IOL T ABRELLA -ASHING -EEVE I.C.Thomasson ICT Assoc9atEs, enc. Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 HILLED WATER COOLING COIL IXED AIR TEMF'r^ "T"^r ENSOR. NOTE END RADIUS QUALS 5" =NSOR TO BE ) A MIN. OF 2 DOLING COIL HOLD -OFF NOTES 1. PROVIDE MIN. 1 LINEAR FOOT OF MIXED AIR TEMPERATURE SENSOR PER SQUARE FOOT OF COOLING COIL MIXED AIR TEMPERATURE/FREEZESTAT SENSOR MOUNTING DETAIL NO 1 SCALE WELD 3/8" PLATE TO WELD 1 %2" DIA. TOP OF TUBE STEEL STEEL RING TO PLATE (D DRAW SOLDER SKIRT , � BAND TO TUBE STEEL n w u N METAL SKIRT u m APPLY TWO EXTRA PLYS OF ROOFING METAL Q FELT SLEEVE o ROOFING WELD TO STRUCTURE PIPE COLUMN SUPPORT DETAIL NO SCALE HOLD DOWN SUPPORT ANGLE MIN. 2"x 2"x3/6" ni IrT REFER TO DETAIL FOR INSULATION LOCK NUT WITH WASHER (TYP) 1/4" ALL THREAD ROD 4.2"x 2"x 1/4" IPPORT ANGLE :LDED TO 2" TUBE EEL SUPPORT SUPPORT SPACED EVERY 6'-0" O.C. DUCT SUPPORT ON ROOF DETAIL NO SCALE 1/2" STANDING SEAM ; USE SEALING COMPOUND FOR WATER -PROOFING. SEE DETAIL FOR DUCTWORK EXPOSED TO WEATHER. COUNTERFLASHING WITH WELDED CORNERS FLASHING BY� ROOFING CONTRACTOR ROOFIN F. DETAIL OF DUCT THRU ROOF NO SCALE 101 0 6" ARCHITECTURE PLANNING INTERIOR DESIGN 0Lyman 0 \ k :: MW Davidson z` 0', Dooley, Inc. Q 20910th Avenue South p<€><>< Suite 327, Cummins Station z` ....... .:: Nashville, TN 37203 Q 615.244.7399 t 615.244.6697 f Iddi-architects.com Q� \ ATLANTA NASHVILLE OR TAMPA ..... _,t J 'kkk J V �kk w: �I �r tL s �k \ ` kkkkkkkk;;k;; OM o` �kk �kkkkkkk., wl wrW T; 0 r 0. OINKz T k: Q M co V \�.F ui k. \ Z R W z W z U F- 0, 0, 0 1- p F-- .; ? g 0 ` a J / `g = iii LL O W: O � z z z, z C) z O W\\ w moo- m. ` C O 0= F= LL ~ ~ z Q w z'' z= o0 kk �. _ - w O PIN Ofw V'>> WW W: W z z U z z U ' u, W h J J »::.. U Ow 0 w 2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 J x kk MECHANICAL - SCHEDULES & DETAILS k 1120319M001.DGN Wa' 212022.00 Ik = TEE— Z PDB 3 w 01 I M11 /07/2012 w EL I ME UNFUSED DISCONNECT fir -REMOVABLE HOUSING SWITCH MOTOR REMAINS OUT EXHAUST FAN OF AIR STREAM SPUN ALUMINUM BIRDSCREEN CAP TURN BUCKLE ROOF CURB & FLASHING REFER TO SPEC.'S PIPE COLUMN SUPPORT - AND SHEET M302 SEE SHEET M302 REFER FOR CURB DETAIL TO NOTE 4. ROOF EXHAUST DUCT FAN TO BE WELDED TO CURB NOTES: 1. PROVIDE RUBBER VIBRATION ISOLATORS TO PREVENT MOTOR AND BEARING NOISE FROM TRANSMITTING TO THE FAN HOUSING. 2. ROUTE POWER LEADS TO FAN INSIDE CORNER OF CURB. 3. BELT DRIVEN CENTRIFUGAL EXHAUST FAN SHOWN. DETAIL IS SIMILAR FOR DIRECT DRIVE CENTRIFUGAL EXHAUST FAN. 4. SECURE FAN COWLING TO STRUCTURE WITH3/6" DIA. STAINLESS STEEL CABLES CONNECTED TO PIPE COLUMN SUPPORT (SEE SHEET M302 FOR PIPE COLUMN SUPPORT DETAIL) AND WITH'/4" EYE BOLTS ON FAN COWLING. SUPPORT FAN COWLING ON 2 SIDES OF FAN. 5. FAN TO BE WELDED TO CURB AND CURB WELDED TO BUILDING STRUCTURE. 6. PROVIDE NOA FLORIDA IMPACT COMPLIANT FAN. CENTRIFUGAL EXHAUST FAN NO NOTE: SIDEWALL APPLICATION IS SIMILAR. SCALE AIR VENT LOW PRESSURE SUPPLY DUCTWORK MAXIMUM 30 DEGREE COIL TRANSITION PIECE TO 11 VAV BOX SIZE MEDIUM PRESSURE SUPPLY RUNOUT AS SHOWN ON VAV BOX `L AUTO CONTROL VALVE ARMSTRONG MODEL CBV COMBINATION BALANCING AND SHUTOFF VALVE �HWR HWS SCHEDULES. I HARD DRAWN COPPER TUBE BALL VALVE STRAINER TYPICAL UNION P.T. TEST HOSE BIB VAV BOX (TYP ) PLUG PROVIDE A MINIMUM LENGTH OF 2 INLET DIAMETERS OF RIGID STRAIGHT RUN OF SHEETMETAL . FROM THE DUCT TRANSITION PIECE TO THE VAV BOX INLET CONSTANT VOLUME BOX CONNECTION DETAIL NO SCALE DETAIL NOTE 4�„ a OUTSIDE DETAIL NOTES: 1. NEGATIVE AIR MACHINE SHALL BE HEPA FILTERED CONTAMINATION CONTROL UNIT EQUAL TO INDUSTRIAL AIR SOLUTUONS MODEL ACCU-V2000. MAX. 2000 CFM, 10 AMPS AT 120/1/60. PROVIDE ELECTRONIC SPEED CONTROL AND ADJUST AIRFLOW TO MAINTAIN -0.125" STATIC PRESSURE ACROSS CONSTRUCTION BARRIER. 2. SEAL ALL OPENINGS IN CONSTRUCTION BARRIER AIR TIGHT. 3. PROVIDE DWYER MAGNEHELIC PRESSURE GUAGE MOUNTED TO BARRIER WALL TO MONITOR PRESSURE RELATIONSHIP BETWEEN CONSTRUCTION AREA AND OCCUPIED SPACES. SEAL PENETRATIONS AIR TIGHT. 4. CONTRACTOR TO EXTEND 12" DIA. DUCT FROM DISCHARGE OF NEGATIVE AIR MACHINE TO ADJACENT CORRIDOR OR TO OUTSIDE BUILDING. COORDINATE WITH GENERAL CONTRACTOR FOR CUTTING AND PATCHING OF WALL. OCCUIPED - SPACE DETAIL NOTE 3 DETAIL NOTE 2 12'4) ME T DUCT DETAIL v GRILLE NOTE 4 CORRIDOR NEPA FILTER AREA OF OCCUIPED NEGATIVE PRESSURE CONSTRUCTION SPACE MACHINE (NOTE 1) DETAIL NOTE 3 NOTE NEGATIVE AIR MACHINES WHICH DUCT TO INTERIOR SHALL HAVE LOG ON UNIT OF PERIODIC FILTER CHANG17 CEILING TEMPORARY NEGATIVE AIR MACHINE DETAIL No scut P N TRATI NFIR T P F R MAX.1 IA. T R 4" IA COPPERINSULATEDI THROUGH A N R TE WALL UL SYSTEM -AJ- 1 1" MAXIMUM GLASS FIBER %2" MIN TO 1�/Z" INSULATION. I:' ::' MAX. ANNULAR SPACE (3.5 PCF) STEEL PIPE J 1" DEPTH 3M FIRE BARRIER SOLID CONCRETE CP 25WB CAULK OR UL CLASSI TE 1" DEPTH BLOCK WALL MINERAL -WOOL PACKING SYSTEM DETAILS 1 SYSTEM JUSTIFICATION: UL THROUGH -PENETRATION SYSTEM N0. C -AJ -5001 CONFIGURATION A, PER ASTM E 814 (ANSI/UL 1479) FIRE TEST. 2 ASSEMBLY: MINIMUM THICKNESS OF SOLID CONCRETE WALL IS 2%2in. OR MAY BE CONTRUCTED OF UL CLASSIFIED CONCRETE BLOCKS. 3 RATING: F-2hr 4 PENETRATING ITEMS(S): NOMINAL 12in DIAMETER (OR SMALLER) SCH. 10 (OR HEAVIER) STEEL PIPE OR NOMINAL 4in DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE WITH NOMINAL lin THICK GLASS FIBER PIPE INSULATION. APPLICATION DETAILS 1 INSTALL THE FIRESTOP SYMMETRICALLY ON BOTH SIDES OF THE ASSEMBLY. 2 MINIMUM ANNULAR SPACE REQUIREMENT 1/2in. MAXIMUM ANNULAR SPACE ALLOWABLE IS 1�/2in. 3 RECESS A NOMINAL lin THICKNESS OF TIGHTLY PACKED MINERAL WOOL SAFING, tin FROM THE WALL SURFACE. 4 FILL THE ANNULAR SPACE AROUND THE INSULATED PIPE WITH A MINIMUM lin DEPTH OF 3M FIRE BARRIER CP 25 WB CAULK. PENETRATION FIRESTOP FOR MAX. 12" DIA. STEEL OR 4* Q COPPER INSULATED STEEL PIPE THROUGH A CONCRETE FLOOR UL SYSTEM C -AJ -5001 STEEL PIPE 1" MAXIMUM 1" DEPTH LA I R 3M FIRE BARRIER INSULATION. CP 25WB CAULK (3.5 PCF) 1" DEPTH MINERAL -WOOL PACKING SOLID CONCRFLOORETE MIN TO 11 MAX. ANNULAR SPACE SYSTEM DETAILS 1 SYSTEM JUSTIFICATION: UL THROUGH -PENETRATION SYSTEM NO. C -AJ -5O01, CONFIGURATION A, PER ASTM E 814 (ANSI/UL 1479) FIRE TEST. 2 ASSEMBLY: MINIMUM THICKNESS OF SOLID CONCRETE FLOOR IS 2'/yin. 3 RATING: F-2hr 4 PENETRATING ITEMS(S): NOMINAL 12in DIAMETER (OR SMALLER) SCH. 10 (OR HEAVIER) STEEL PIPE OR NOMINAL 4in DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE WITH NOMINAL lin THICK GLASS FIBER PIPE INSULATION. APPLICATION DETAILS 1 MINIMUM ANNULAR SPACE REQUIREMENT IS 1/2in. MAXIMUM ANNULAR SPACE ALLOWABLE IS 1�/2in. 2 RECESS A NOMINAL tin THICKNESS OF TIGHTLY PACKED MINERAL WOOL SAFING. lin FROM THE FLOOR SURFACE. 3 FILL THE ANNULAR SPACE AROUND THE INSULATED PIPE WITH A MINIMUM lin DEPTH OF 3M FIRE BARRIER CP 25WB CAULK. PEN TRATI H FOU HT APGYPSUM WALLBOARDIA. IN ASSIEA M13L FOR MAX. 12" METAL PIPE UL SYSTEM W -L-5001 N 1or2 HOUR GYPSUM WALLBOARD 1"or2" MAXIMUM A ASSEMBLY GLASS FIBER 3M FIRE BARRIER PIPE INSULATION FS -195 WRAP/STRIP (3.5 PCF) 0 LAYER FOR 1" INSULATION AND 2 LAYERS FOR 2" INSULATION) ��ANNULAR SPACE METAL PIPE F: thr, 1/4in MIN. TO 3/8in MAX. MIN/q" BEAD F: 2hr 1/21n MIN. TO 3/4in MAX. 3M FIRE BARRIER CP 25WB CAULK SYSTEM DETAILS: 1 SYSTEM JUSTIFACTION: UL THROUGH -PENETRATION FIRESTOP SYSTEM NO. W -L-5001. CONFIGURATION B. per ASTM E 814 (ANSI/UL 1479) FIRE TEST. 2 ASSEMBLY: 1 hr. RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY. STEEL PIPES OR CONDUITS LARGER THAN NOMINAL 4" DIA. MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. 3 RATINGS: F-1 hr OR 2hr FIRESTOP RATING DEPENDENT ON WALL RATING. 4 PENETRATION ITEM(S): NOMINAL 12" DIA. (OR SMALLER) SCH 10 (OR HEAVIER) STEEL PIPE, NOMINAL 6" DIA (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE NOMINAL lin THICK GLASS FIBER PIPE INSULATION. APPLICATION DETAILS 1 INSTALL THE FIRESTOP SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 2 FOR F: 1hr MINIMUM ANNULAR SPACE REQUIREMENT IS I," AND MAXIMUM ANNULAR SPACE REOUIREMENT IS 3,8'. FOR F: 2hr ANNULAR SPACE IS 1,,ii n AND MAX. I S3.,4in. 3 TIGHTLY WRAP THE 3M FIRE BARRIER FS -195 WRAP/SRIP, FOIL SIDE OUT. AROUND THE PIPE INSULATION WITH THE SEAM BUTTED. SECURE THE FS -195 WRAP/STRIP WITH A STEEL TIE WIRE OR ALUMINUM FOIL TAPE AND SLIDE THE FS -195 WRAP/STRIP INTO THE ANNULAR SPACE. THE FS -195 WRAP/STRIP, SHOULD BE POSITIONED SO APPROXIMATELY 3�4' PROTUDES FROM THE WALL SURFACE. 4 SEAL FS -195 WRAP/STRIP, WITH 3M BARRIER CP 25WB CAULK WITH A 1,4' BEAD AT THE FS -195 WRAP/STRIP/WALL INTERFACE AND BEAD AT THE FS -195 WRAP/STRIP/INSULATION INTERFACE. 2'x2' OR 2' 16 GAUGE STEEL FRA %q" FLANGE WITH 'GASKE FILTER TO TIGHT WITH GASKET SPRING FA EQUAL TO C-80 FOR AND TYPE 2" FILTER,' NOTES LUbomasson ICT O Assoc4ates, enc. Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Noshville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 4 0 �kM ARCHITECTURE 111- a x 'PLANNING k ILS INTERIOR DESIGN J � W� W _ SCHEDULES & Z� a W w: J` 0.-` X11- 120319M001.DGN 3:::.:: W..; 212022.00 o .. F W PDB Z=" PDB -1LTER MEDIA 'REFER TO SPECIFICATIONS OR TYPE) 1. FILTER RACK TO BE BUILT TO MATCH FILTER SIZE INDICATED ON SCHEDULE. 2. RACK TO BE EQUAL TO CAMFIL FARR "TYPE 8" FRAME. ,INSTALL SO THAT FILTERS ARE REMOVED FROM THE DIRTY SIDE. 3. INSTALL VERTICAL OR HORIZONTAL SUPPORT STEEL ON BANKS GREATER THAN 4 RACKS HIGH OR 4 RACKS WIDE. REFER TO MANUFACTURER'S INSTRUCTIONS FOR ADDITIONAL REQUIREMENTS. FRONT LOADING FILTER RACK DETAIL NO SCALE OPEN VEN 3" 0 H TEE W Q O X H -BOTTOM ROOF DRAIN SEE SPECIFIATIONS FOR PIPING MATERIAL. CLEAN-OUT DRAIN PAN PLUG CONNECTION TEE FUNION Z -FULL CONN. SIZE PIPE MIN. 1'/q" ELBOW ROOF SLAB OR DECK `-PIPE SUPPORT NOTE: SLOPE DRAIN LINE MINIMUM OF 1/8" PER FOOT TO ROOF RECEPTOR. TOTAL HEIGHT OF TRAP= X•H- ( 1'/2 x PIPE DIAMETER ) FOR DRAW THRU UNITS X- MIN. '/ H (PREFERRED X -H) H- NEWIVE STATIC PRESSURE +1" TYPI NO �II EM W 0 a W 0 } Q z 0 0 W W m 0 F• 0 z N Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA co a law 00 •ri.:_:xm� ' r 0 1 UjImo. J r i = 111 I 2 i (D Z m z x w z 01ww U) w3mcm Z L) F- 5 i i i LL o i M 0 t Q __j J ; a �, > WLL * o W O 0 Z Q z OZ o 1-_ P_ LU `�, z '""" iWt O 1._ LL 0 0... i`i F- , .. U_ F• Z U) D •`Z ( <cjw Z Q o O x 1U Ug:.:<:;:<:...:; W :..: 2; w w W ; Z K UN 2 z z Ram _ : Ill w � Q Q �` Q �Q Uj U ,J W CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 } J i ; k ILS �� \2 O*1 , . � W� ��al: -11012!21 <> >'. SCHEDULES & i W w: J` 0.-` X11- 120319M001.DGN 3:::.:: W..; 212022.00 F N PDB PDB Q �. ` -1LTER MEDIA 'REFER TO SPECIFICATIONS OR TYPE) 1. FILTER RACK TO BE BUILT TO MATCH FILTER SIZE INDICATED ON SCHEDULE. 2. RACK TO BE EQUAL TO CAMFIL FARR "TYPE 8" FRAME. ,INSTALL SO THAT FILTERS ARE REMOVED FROM THE DIRTY SIDE. 3. INSTALL VERTICAL OR HORIZONTAL SUPPORT STEEL ON BANKS GREATER THAN 4 RACKS HIGH OR 4 RACKS WIDE. REFER TO MANUFACTURER'S INSTRUCTIONS FOR ADDITIONAL REQUIREMENTS. FRONT LOADING FILTER RACK DETAIL NO SCALE OPEN VEN 3" 0 H TEE W Q O X H -BOTTOM ROOF DRAIN SEE SPECIFIATIONS FOR PIPING MATERIAL. CLEAN-OUT DRAIN PAN PLUG CONNECTION TEE FUNION Z -FULL CONN. SIZE PIPE MIN. 1'/q" ELBOW ROOF SLAB OR DECK `-PIPE SUPPORT NOTE: SLOPE DRAIN LINE MINIMUM OF 1/8" PER FOOT TO ROOF RECEPTOR. TOTAL HEIGHT OF TRAP= X•H- ( 1'/2 x PIPE DIAMETER ) FOR DRAW THRU UNITS X- MIN. '/ H (PREFERRED X -H) H- NEWIVE STATIC PRESSURE +1" TYPI NO �II EM W 0 a W 0 } Q z 0 0 W W m 0 F• 0 z N Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA co a law 00 •ri.:_:xm� ' r 0 1 UjImo. J r i = 111 I 2 i (D Z m z x w z 01ww U) w3mcm Z L) F- 5 i i i LL o i M 0 t Q __j J ; a �, > WLL * o W O 0 Z Q z OZ o 1-_ P_ LU `�, z '""" iWt O 1._ LL 0 0... i`i F- , .. U_ F• Z U) D •`Z ( <cjw Z Q o O x 1U Ug:.:<:;:<:...:; W :..: 2; w w W ; Z K UN 2 z z Ram _ : Ill w � Q Q �` Q �Q Uj U ,J W CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ISI; 'I 11/07/2012 } J i ; k ILS O*1 , . � MECHANICAL - ��al: -11012!21 <> >'. SCHEDULES & DETAILS W w: 0.-` X11- 120319M001.DGN 3:::.:: W..; 212022.00 F N PDB PDB ISI; 'I 11/07/2012 ID A H L,.,.I STS BAS --d I— FREEZE STAT J AUX.CONTACTS FOR EXHAUST FANS EXISTING AHU SUPPLY FAN CONTROL VFD NETWORK INTERFACE ALL POINTS SHALL BE ACCESSIBLE THROUGH THE DDC CONTROL SYSTEM. PROVIDE THE FOLLOWING AS HARDWIRED POINTS DO START -STOP AO SPEED CONTROL (/ FULL) DI GENERAL VFD ALARM (UI) BYPASS STATUS TO TO F/A TO SAFETY VFD SAFETY CIRCUIT 1 RAF CIRCUIT Al 1 AM -RA SPS-SHI `S J I-----� T��--------LF-----I �--�`R.A. y H ------------ RETURN AIR FAN (RAF) STS -SAF EA DI EXISTING AHU RETURN CONTROL SCHEMATIC_ NOTE : NEW PARAGON INLET PROBE TO BE PROVIDED FOR DIRECT MEASUREMENT OF AIR FLOW AT EXISTING FAN INLET. FIELD VERIFY EXISTING FAN INTET CONDITIONS AND SIZE TRANSDUCER AS REQUIRED. SEQUENCE OF OPERATIONS : RETURN FAN VFD TO BE MODULATED AS REQUIRED TO MAINTAIN FIXED OUTDOOR AIR SET POINT. ACTUAL OUTDOOR AIR SHALL BE CALCULATED AS THE DIFFERENCE BETWEEN THE MEASURED SUPPLY CFM MINUS THE MEASURED RETURN CFM. V.A.V. D.D.C. CONTROLLER 120-1 PHASE BY CONTROL POWER MANUFACTURER ROOM VEL. RESET FROM RESPECTIVE T'STAT TRANSDUCER AIR HANDLER DDC T HOT CONTROLLER � WATER COIL VFD NETWORK INTERFACE ALL POINTS SHALL BE ACCESSIBLE THROUGH THE DDC CONTROL SYSTEM. PROVIDE THE FOLLOWING AS HARDWIRED POINTS DO START -STOP AO SPEED CONTROL (X FULL) DI GENERAL VFD ALARM DI BYPASS STATUS TO TO F/A TO SAFETY VFD SAFETY CIRCUIT I SAF CIRCUIT T I AI ;-- 1 SPS-SHI `S �- SPT -SA L J � - �-T---JFT------I I- L H �\S.A. -1 1 H U �� �� > �--------------1-----� 1 SUPPLY AIR FAN (SAF) SUPPLY DUCT STATIC PRESSURE STS -SAF LOCATE AS SHOWN (APPROX. 2/3 OF DI MAX DUCT LENGTH) EXISTING AHU SUPPLY CONTROL SCHEMATIC_ CONSTANT HOT WATER VOLUME CONTROL VALVE REHEAT BOX ELECTRIC HWRTEMP. SENSOR HWS TYPICAL CONSTANT VOLUME REHEAT BOX CONTROL SEQUENCE OF OPERATION 1. GENERALLY AIR SUPPLIED TO INDIVIDUALLY SPACES IS ZONED BY VARIABLE/CONSTANT-VOLUME TERMINAL REHEAT BOXES WITH LOW- PRESSURE DUCTWORK. CONTROL TO BE AS FOLLOWS: A. ON A RISE IN SPACE TEMPERATURE ABOVE THERMOSTAT SET POINT, HOT WATER CONTROL VALVE IS MODULATED TO CLOSED POSITION. B. ON A DROP IN SPACE TEMPERATURE BELOW THERMOSTAT SET POINT, HOT WATER CONTROL VALVE IS MODULATED TO OPEN POSITION. 2. HOT WATER CONTROL VALVE (VV BOXES) TO BE TWO-WAY UNLESS SHOWN TO BE THREE-WAY ON DRAWINGS. NOTE: WHEN TWO OR MORE BOXES ARE CONTROLLED BY A SINGLE THERMOSTAT OR TEMP SENSOR. THE SENSOR SHALL SEND 1 SIGNAL TO THE LEAD BOX. THE HOT WATER CONTROL VALVES FOR THE REMAINING BOXES SHALL MODULATE TO MATCH THE LEAD BOX CONTROL VALVE AND DAMPER POSITIONS. Cl I NOTE : NEW PARAGON INLET PROBE TO BE PROVIDED FOR DIRECT MEASUREMENT OF AIR FLOW AT EXISTING FAN INLET AND VFD CONTROL. FIELD VERIFY EXISTING FAN INTET CONDITIONS AND SIZE TRANSDUCER AS REQUIRED. SEQUENCE OF OPERATIONS : SUPPLY FAN VFD TO BE MODULATED AS REQUIRED TO MAINTAIN FIXED STATIC PRESSURE SET POINT AS SENSED IN REMOTE SUPPLY DUCT STATIC PRESSURE SENSOR. 120V CONTROL CIRCUIT FROM TRANSFORMER IN VFD ® PL FIRE OLs H ALARM p o—ED-- —44-� ASTS BAS FREEZE STAT AUX.CONTACTS FOR EXHAUST FANS EXISTING AHU RETURN FAN CONTROL 120V CCT FRO RESPECTIVE AHU STARTER CONTACT RELAY R SMOKE N.C. 1k RS RELAY RS CONTROL TYPICAL FIRE\SMOKE DAMPER CONTROL SMOKE DAMPER DIFFERENTIAL PRESSURE TRANSMITTER FISHER MODEL # 1151DP5E12 OR EOUAL OUTPUT SIGNAL 4-20 MA WITH METER HARDWIRED BACK TO CONTROLLER 460/3 ph WARNING: SHIELDED TWISTED MOTOR MUST BE DISCONNEDTED PAIR AT SWITCH IN ELECTRICL CONTROLLER TO BE PANEL MOORE PRODUCTS CO. 120/1 ph MODEL NO. 352BA11NN OUTPUT SIGNAL 4-20 MA. MwITO EMS - .fp.} M itlCrlR TO CONTROL SHIELDED TWISTED CONTACT O DISCONNECT PAIR SWITCH MANUAL 0 TRANSFER BY-PASS #1 VARIABLE FREQUENCE DRIVE STARTERS FURNISHED BY VFD MANUFACTURER FROM THERMOCOUPLE IN MOTOR WINDINGS M VARIABLE FREQUENCY DRIVE AIR HANDLER SUPPLY FANS, RETURN AIR FANS COOLING TOWER FANS, SECONDARY CHILLED WATER PUMPS & HOT WATER PUMPS 120V CCT FROM TRANSFORMER IN STARTER P.L. ON HOOD H -O -A HAND OL'S o OFF C FIRE ALARM AUTO CONTACT ON/OFF AUX. CONTACT OH CANOPY HOOD H-1 HOOD EXHAUST FAN KEF-1CONTROL HOOD EXHAUST CONTROL L E G E N D A LOCATE IN UNIT CONTROL PANEL P.L. PILOT LIGHT AA CHILLER BUILDING CONTROL PANEL D.D.C. DIRECT DIGITAL CONTROL O.L.'S OVER LOADS H.O.A. HAND -OFF -AUTOMATIC NOTES: 1. ALL 24V & LOWER CONTROL WIRING & CONDUIT BY CONTROLS CONTRACTOR. 2. ALL 120-1 & HIGHER POWER WIRING & CONDUIT BY ELECTRICAL CONTRACTOR. 3, REFER TO DRAWINGS FOR NUMBER OF SUPPLY& RETURN SMOKE DETECTOR REOUIRED FOR EACH RESPECTIVE AHU. SEQUENCE OF OPERATION 1. ALL SMOKE DAMPERS ASSOCIATED WITH AN AIR HANDLING UNIT ARE OPENED AND CLOSED BY A SMOKE DAMPER RELAY INTERLOCKED TO RESPECTIVE SUPPLY OR RETURN AIR FAN. ALL SMOKE DAMPERS ARE CLOSED WHEN RESPECTIVE FAN IS DE -ENERGIZED. 2. SUPPLY FAN TO CONTROL ALL SMOKE DAMPERS LOCATED IN SUPPLY DUCT. 3. RETURN FAN TO CONTROL ALL SMOKE DAMPERS LOCATED IN RETURN DUCT AND EXHAUST DUCT SYSTEMS OF FANS INDICATED ON DRAWINGS TO BE INTERLOCKED WITH RESPECTIVE AIR HANDLER. He TWISTED PAIR e NEW MINIMUM 15" LAPTOP FOR STAND Lu ALONE DDC INTERFACE RTU -1 NEW EXISTING LCP VAV-CV AHU W/ LCD TERMINALS DDG CONTROL SYSTEM FM CORNER PULLEY CABLE (TYP.) % (TYP.) J FUSIBLE LINK IN HOOD zf 1 EXTINGUISHING CHEMICAL DISCHARGE PIPE TO HOOD REMOTE MANUAL CHEMICAL PULL CYLINDER I.Cibomasson ICT Associates, Inc. 0 Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 CONTROL HEAD W/ MANUAL RELASE TO SHUNT TRIP MECHANICAL GAS SHUT-OFF VALVE 120V OR 227V CCT FROM RESPECTIVE BREAKER CONTACT IN SHUNT TRIP BREAKER SEE ELECTRICAL CONTROL HEAD PANEL SCHEDULE FOR NUMBER REQUIRED TO FIRE ALARM CONTACT IN CONTROL HEAD CONTROL IATION U 120-14) TO INITIS E MODUL FIRE ALARM PANEL CONTACT IN KEF-1 CONTROL WIRING HOOD FIRE PROTECTION (TYP. ALL GREASE EXHAUST HOODS) NOTE: 1. FIRE PROTECTION SYSTEM TO BE INSTALLED PER MANUFACTURERS INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. 2. PROVIDE A DUMMY DUMP ON HOOD FIRE SYSTEM USING A COMPRESSED AIR TANK FOR THE REQUIRED OFFICIALS HAVING JURISDICTION. 3. KSF-1 TO BE SHUT DOWN BY FIRE ALARM PANEL DURING AN ALARM CONDITION. 4. KEF-1 TO BE ENERGIZED BY HOOD FIRE SUPPRESSION SYSTEM. ARCHITECTURE PLANNING INTERIOR DESIGN : : Mill, .:::.l, kkkk L an 01- 0 k Davidson Y 0N� Dooley, Inc. N �w `Y 0 k 5Rill R 20910th Avenue South Q Suite 327, Cummins Station Z " Nashville, TN 37203 Qk :kk:;:< : kkkk;;1;;>11 ::; 615.244.7399 t 615.244.6697 f Iddi-architects.com " ATLANTA ok' kk' NASHVILLE N=r> TAMPA a W N J J I F F W i Q N W M 1= M 00 11, W;> << < << 120V CCT FROM BREAKER J;i�" ''Uj I' (� a: w U Q DISCONNECT Uk Z _ AT FAN ~ O.L. o 7) Q = J CL 0��= Ma kk > "U LL0 fi 0 Wk N � � �z IZ� Doo RESPECTIVE AHU CONTACT m ~ 0 0 F- LI_ SINGLE PHASE EXHAUST FAN EF -1 CONTROL 0 u Z z �� �U)o-.5' U) w FAN TO RUN CONTINUOUSLY DURING OCCUPIED HOURS N m Q o _ Q I- I p - W 0 _j u- W Z z — 24 VOLT WIRING,, J J AS REQUIRED FROM Q _` ¢ v DEVICES TO DDC 0 L) Z CONTROLLER W a P vv w w SENSOR NOTES= 10 TO DDC CONTROLLER �2 FLOW METER TO DDC CONTROLLER 120/10 }=<< CENTRAL FL REGIONAL 0 HOSPITAL wok 1401 W SEMINOLE BLVD SANFORD, FL 32771 Zk J �.. 0 a }} MECHANICAL - I- SCHEDULES & DETAILS W k k. a 120319M001.DGN a W <k:>;:k;. 212022.00 0 PDB . Zx PDB W Cn 01 11/07/2012 LU WWI SEQUENCE OF OPERATION 1. SUPPLY AIR SUPPLY AIR FAN SHALL BE ENERGIZED/DE- ENERGIZED FROM THE VFD IN HAND POSITION OR THE DDC SYSTEM WHEN IN AUTO MODE. THE DDC CONTROL SYSTEM SHALL SENSE WHEN THE FAN IS IN HAND POSITION BY THE FAN STATUS VERIFICATION AND INITIATE THE AHU CONTROL SEQUENCE. IN AUTO MODE THE TWO -POSITION MINIMUM OUTSIDE AIR DAMPER (D - MIN) SHALL OPEN. ONCE THE DAMPER IS OPEN, THE SUPPLY FAN SHALL START, AND THE DDC SYSTEM SHALL SIGNAL THE ASSOCIATED EXHAUST FANS TO START. IF THE FAN IS STARTED IN HAND MODE, THE TWO POSITION MINIMUM OUTSIDE AIR DAMPER SHALL OPEN IMMEDIATELY UPON SENSING FAN STATUS AS ON. SUPPLY FAN SHALL SHUT DOWN FROM A SIGNAL FROM: - THE'FIRE ALARM PANEL THRU THE F/A RELAY. - THE FREEZE STAT, (TS-FRZ). - THE HIGH/LOW LIMIT STATIC PRESSURE SWITCHES (SPS-SHI & RLO). WHEN THE SUPPLY FAN SHUTS DOWN THE FOLLOWING SHALL OCCUR: - THE MINIMUM OUTSIDE AIR DAMPER (D -MIN) SHALL CLOSE. - THE CHILLED WATER VALVE (V-CHW) SHALL CLOSE 2. SUPPLY FAN SPEED CONTROL THE SUPPLY FAN'S VARIABLE FREQUENCY DRIVE (VFD) SHALL BE CONTROLLED BY A DUCT MOUNTED DIFFERENTIAL STATIC PRESSURE TRANSMITTER (SPT -SA) MODULATING THE VFD TO MAINTAIN A SUPPLY DUCT STATIC PRESSURE AT THE LOWEST SET POINT POSSIBLE AS DETERMINED BY THE TAB CONTRACTOR. THE VFD SHALL OUTPUT THE % FULL SPEED TO THE DDC SYSTEM THROUGH THE NETWORK INTERFACE. ON A FALL IN DIFFERENTIAL PRESSURE SENSED BY SPT -SA, SPT -SA SHALL, THROUGH THE DDC SYSTEM, SPEED UP THE SUPPLY FAN'S VFD TO MAINTAIN SPT -SA SET POINT. ON A RISE IN DIFFERENTIAL PRESSURE SENSED BY SPT -SA, SPT -SA SHALL, THROUGH THE DDC SYSTEM, SLOW DOWN THE SUPPLY FAN'S VFD TO MAINTAIN SPT -SA SET POINT. SPT -SA SHALL ALARM THE DDC SYSTEM IF ITS MEASURED PRESSURE IS EITHER TOO HIGH OR TOO LOW. SPS-SHI SHALL SHUTDOWN THE SUPPLY FAN WHENEVER IT SENSES A HIGH STATIC PRESSURE, ALARM THE DDC SYSTEM AND REQUIRE A LOCAL MANUAL RESET TO RESTART THE FAN. SPS-RLO SHALL SHUTDOWN THE SUPPLY FAN WHENEVER IT SENSES A LOW STATIC PRESSURE, ALARM THE DDC SYSTEM AND REQUIRE A LOCAL MANUAL RESET TO RESTART THE FAN 3. AIR HANDLER OPERATING STATES THE AIR HANDLING UNIT SHALL OPERATE IN FOUR DISTINCT STATES. CRITERIA TO TRANSITION BETWEEN STATES ARE INDICATED BELOW. TO TRANSITION BETWEEN STATES, THE CRITERIA SHALL BE MET FOR AN ADJUSTABLE MINIMUM PERIOD OF TIME REFERRED TO AS "TRANSITION TIME". A. STATE 1 - FULL COOLING COIL ECONOMIZER OUTSIDE AIR AND RELIEF AIR DAMPERS SHALL BE CLOSED. THE COOLING COIL CONTROL VALVE, V-CHW, SHALL BE CONTROLLED BY A CONTROL LOOP WITH THE DISCHARGE TEMPERATURE TRANSMITTER, TT -DAT, AS THE INPUT, AND A UNIT DISCHARGE AIR TEMPERATURE SET POINT OF 54° F (ADJUSTABLE). ON A RISE IN TEMPERATURE ABOVE TT -DAT SET POINT, THE VALVE SHALL MODULATE OPEN. ON A FALL IN TEMPERATURE BELOW TT -DAT SET POINT, THE VALVE SHALL MODULATE CLOSED. TT -DAT SHALL ALARM THE DDC SYSTEM WHENEVER THE DISCHARGE TEMPERATURE IS TOO HIGH OR TOO LOW. THE COOLING COIL CONTROL LOOP SHALL CONTROL THE UNIT LEAVING AIR TEMPERATURE TO WITHIN +/- 0.5° F. 4. FREEZE STAT WHENEVER FREEZE STAT, TS-FZ, SENSES A TEMPERATURE BELOW 36° F (ADJ.), IT SHALL PERFORM THE FOLLOWING: - THE SUPPLY FAN AND THE ASSOCIATED EXHAUST FANS SHALL SHUTDOWN - THE MINIMUM OUTSIDE AIR DAMPER (D -MIN) SHALL CLOSE - THE RETURN DAMPER (D -RET) SHALL OPEN - FULLY OPEN THE CHILLED WATER VALVE (V-CHW) - ISSUE A UNIQUE ALARM . - COMMAND "ON" THE VARIABLE PRIMARY OR SECONDARY CHILLED WATER PUMP AND CONTROL SPEED TO MAINTAIN THE DIFFERENTIAL PRESSURE SET POINT A MANUAL RESET AT THE AHU SHALL BE REQUIRED TO RESTART AN AHU THAT HAS AUTOMATICALLY SHUT DOWN FROM A FREEZE STAT TRIP 5. FILTERS ALL FILTERS SHALL HAVE A DIFFERENTIAL PRESSURE SWITCH (DPS- FIL1 & DPS-FIL2) MEASURING THE PRESSURE DROP ACROSS THE FILTER BANKS (DPS-FIL1 & DPS-FIL2). EACH SHALL ALARM THE DDC SYSTEM WHENEVER THE PRESSURE DROP ACROSS THE RESPECTIVE FILTER BANK IS EXCESSIVE (DIRTY FILTER) (ADJ.). 6. FIRE ALARM SHUTDOWN WHENEVER THE FIRE ALARM SYSTEM IS ANNUNCIATED, THE FIRE ALARM SYSTEM SHALL SIGNAL THE DDC SYSTEM. THE DDC SYSTEM IS TO DE -ENERGIZE THE UNIT AND SHALL PERFORM THE FOLLOWING. - SHUTDOWN THE SUPPLY AIR FAN - SHUTDOWN THE ASSOCIATED EXHAUST FANS. - CLOSE CHILLED WATER VALVE V-CHW. - CLOSE THE OUTSIDE AIR DAMPER (D -MIN). - OPEN THE RETURN AIR DAMPER (D -RET). 7. AN AIR FLOW MEASURING STATION SHALL BE INSTALLED ON THE MODULATING OUTDOOR AIR DAMPER. THE SENSOR (SENSORS) SHOULD BE OF SUFFICIENT LENGTH AND/OR QUANTITY TO COVER THE AREA OF THE CONTROL DAMPER. SENSOR TO BE EBRTRON GOLD OR APPROVED EQUAL. A. RETURN AIR AND OUTDOOR AIR DAMPERS SHALL BE MODULATED AS REQUIRED TO MAINTAIN THE OUTDOOR AIR SET POINT. THE SET POINT SHALL BE INDEXED BETWEEN 2 VALUES AS REQUIRED BY KEF-1 STATUS. REFER TO RTU SCHEDULE FOR BASIS OF DESIGN BALANCE POINTS. BALANCE SHOULD BE CONFIRMED BY FINAL TEST AND BALANCE REPORT AND ADJUSTED AS REQUIRED FOR POSITIVE RELATIVE BUILDING PRESSURE DURING ALL OPERA B. AT A MIXED AIR TEMPERATURE OF 8 DEGREES F (od j.) BELOW THE UNIT DISCHARGE AIR DRY BULB TEMPERATURE SET POINT, THE DDC SHALL ALARM, DISABLE/CLOSE THE OUTSIDE AIR DAMPERS, FULLY OPEN THE CHILLED WATER VALVE AND START THE DISTRIBUTION CHILLED WATER PUMP TO CIRCULATE WATER THRU THE COIL. THE ALARM CONDITION SHALL REQUIRE A MANUAL SOFTWARE RESET TO RETURN THE CONTROLS TO NORMAL OPERATING STATUS. I.C.Thomasson ICT Assoclatos, enc. 0 Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 8. AN INDIVIDUAL EMERGENCY UNIT SHUTDOWN SWITCH TO BE PROVIDED FOR MANUAL SHUTDOWN OF RESPECTIVE AIR HANDLER TO BE LOCATED AT MAIN FIRE ALARM PANEL. 9. EXHAUST FANS TO BE ENERGIZED WHEN RESPECTIVE SUPPLY AIR FAN IS ENERGIZED. (EX. EF2-1 IS INTERLOCKED WITH AHU-2) 10. MINIMUM OUTSIDE AIR DAMPER TO BE OPEN WHEN SUPPLY FAN ENERGIZED AND CLOSED BY EITHER UNIT MOUNTED FREEZE STAT OR WHEN SUPPLY FAN DE -ENERGIZED. CENTRAL ENERGY MANAGEMENT CONTROLLER TO BE ALARMED WHEN EITHER OF THE FOLLOWING CONDITIONS OCCUR: A. END SWITCH LOCATED ON MINIMUM OUTSIDE AIR DAMPER DOES NOT MAKE INDICATING DAMPER CLOSED WHEN RESPECTIVE UNIT ENERGIZED. B. CFM DIFFERENTIAL BETWEEN SUPPLY CFM AND RETURN CFM DOES NOT EQUAL */- 10% THE MINIMUM CFM DIFFERENTIAL SET POINT, FOR A PERIOD OF 5 MINUTES (ad j) C. SOFTWARE STATUS POINTS SHALL BE CREATED FOR THE FOLLOWING LOCKOUTS AND FINITE STATES. THE CURRENT STATUS OF THE SOFTWARE LOCKOUT POINTS, ENABLED OR DISABLED, SHALL BE DISPLAYED AT THE BAS/FMS FRONT END 1) CHILLED WATER CONTROL VALVE FULLY CLOSED LOCKOUT D. THE AHU SHALL RESTART AUTOMATICALLY AFTER A MOMENTARY POWER FAILURE OR AFTER TRANSFER TO AN ALTERNATE POWER SOURCE AND OPERATE IN THE SAME STATE IT WAS IN PRIOR TO THE POWER FAILURE OR TRANSFER OF POWER. 120V CONTROL CIRCUIT FROM TRANSFORMER IN VFD ® PL FIRE ALARM -i VFD S T S nT AUX. CONTACTS FOR EXHAUST FANS RTUSUPPLY FAN CONTROL OLs FIRE/SMOKE DAMPER RETURN AIR (SEE PLANS FOR LOCATION TO TO TO F/A AND QUANTITY) RETURN AIR HUMIDITY SAFFTY SAFETY INPUT/OUTPUT SUMMARY AIR HANDLING UNITS (TYPICAL FOR AHU-1 AND AHU-2) TAG INPUTS OUTPUTS Co SYSTEM FEATURES GENERAL ANALOG DIGITAL DIGITAL ANALOG ALARMS PROGRAMS MEASURED CALC. � �Lw'" ¢ (Y CL 2 wlYDW�30¢ 7 (n W a=¢ .. _ � �- 3 O J ~ J Q D Q Y }o ¢f- LL) F- Q C� U o> Z a W > J Z = 3z�LL_W Y a J Q = F- w W F- Z w U Z U_LL LL. w -- � U .. }.� O J a � a� wW w� o= �.' 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TEMPERATURE TT -OAT • �w ww W w EMS POINT SUMMARY z Z W III J J ¢ U Z 1 U = U wLU � 0 Cl 0 101 CD LOW STATIC SPS-RLO REHEAT BOX • 0p CN • Wp • C pU0 .� e • � C °N 0- • e C CrV RETURN HUMIDITY HT -RAH O p O pN OC O No o -p OTYPICAL p a • a 0U _ o o RETURN AIR TEMPERATURE TT -RAT • � 1 1 1 1 1 1 1 �_ 1 0 1 1 o� E o 0a) p L C 1 U af p • C O RETURN AIR FLOW AM -RA v � a)E O T O L U UpoN L a fn NO OU O L C a I U I I• U% d C. z O N 0a C RETURN DAMPER D -RET a E d N UoC 0(nU 0 o o • o LQU¢-SL >> o • a) o o ¢ 'S • T =Ja'Jno>-ow>F-w(na>o>UUUc»¢POINT e (71 o -C a >c Q • • c aa E ZS a� a 2 o E o 2 MIN. O.A. DAMPER D -MIN o =E .c LL.0 LE o DESCRIPTION SPACE TEMPERATURE SETPOINT (ADJ) le • • 61 1 ACTUAL BOX CFM PRE -FILTER STATUS DPS -PF 0 BOX CFM MINIMUM MIXED AIR TEMPERATURE TT -MAT • 0. e BOX CFM MAXIMUM e • e CHW VALVE V-CHWe DAMPER POSITION • • • • FREEZESTAT TS-FZ • o COMMANDED DAMPER POSITION • • SUPPLY FAN VFD VFD-SAF SUPPLY AIR TEMPERATURE TO SPACE 4 o e • • SUPPLY FAN STATUS STS -SAF HOT WATER CONTROL VALVE 1 • 1 1 1 1 1 1 • • o • HOT WATER CONTROL VALVE POSITION SUPPLY AIR FLOW AM -SA •• • COMMANDED HOT WATER CONTROL VALVE POSITIO • • O.A. FLOW --- • • VAV BOX CALIBRATION IT • FINAL FILTER STATUS DPS -FF • CONTROLS CONTRACTOR SHALL PROVIDE OPTION TO CALIBRATE ALL REHEAT BOXES ASSOCIATED WITH ISOLATION ROOMS WITHOUT CLOSING BOX DAMPERS. • HI STATIC SPS-SHI ALL REHEAT BOXES TO BE CONTROLLED AS INDICATED • o • CONTRACTOR TO VERIFY NUMBER OF BOXES BEING PROVIDED • o DISCHARGE TEMPERATURE TT -DAT ON PROJECT • o o e e SUPPLY STATIC SPT -SA • e • • • • RETURN SMOKE DETECTOR SD -RA • • SUPPLY SMOKE DETECTOR SD -SA • • • • FIRE ALARM --- • • • o SMOKE DAMPER (TYP.) --- • • • • VAV BOX (TYP.) --- EXHAUST FAN START/STOP (TYP.) SS -EF • • EXHAUST FAN STATUS (TYP.) STS -EF • • e • ISOLATION DPA DPA • • REMARKS: 1. PROVIDE ROOM PRESSURE DIFFERENTIAL SENSOR FOR EACH ISOLATION ROOM SERVED BY EACH AHU (REFER TO PLANS FOR NUMBER REQUIRED) 2. PROVIDE TEMPERATURE SENSOR ON DISCHARGE OF EACH VAV TERMINAL BOX. (REFER TO PLANS FOR NUMBER REQUIRED) 3. PROVIDE SEPARATE O.A. TEMP READOUT FOR EACH AHU. SUNNLY AIN VAN (SAr ) STS -SAF DI RTU CONTROL SCHEMATIC FILTER KEF-1 CONTACT AI HOOD to KEF-1 STATUS AI KEF-1 ON/OFF SUF FLY UUU I STATIC PRESSURE LOCATE AS SHOWN (APPROX. 2/3 OF MAX DUCT LENGTH) n �i D W J m F U W 0 IY 0. W a W W m 0 0 rn A N I H ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 If Iddi-architects.com ATLANTA NASHVILLE TAMPA HARDWARE Co SOFTWARE LLI =w Oa wW Z U F- O F= aa` 411, to CL�y/ X - h 0 5 0 J U_ CD_3 o 3 0 5, Z W OUTPUT (0) INPUT (T,D,V,C) ALARMS FUNCTIONS I> ; DIGITAL ANALOG �- t�' 0If DIGITAL � Cn� W - Z ANALOG Q U) O w U�lQ Q DIGITAL ANALOG W # � O O CJ LL U_ �w ww W w EMS POINT SUMMARY z Z W III J J ¢ U Z U = U wLU � 0 Cl 0 6 CD REHEAT BOX 0p CN Wp • C pU0 .� O � C °N 0- C CrV C O p O pN OC O No o -p OTYPICAL p a a 0U _ o o _ � -N / � �_ 'o 0 � o� E o 0a) p L C U af p C O E v � a)E O T O L U UpoN L a fn NO OU O L C a U U% d C. z O N 0a C a E d N UoC 0(nU 0 o o o LQU¢-SL >> o Eo a� a) o o ¢ 'S T =Ja'Jno>-ow>F-w(na>o>UUUc»¢POINT �'i o (71 o -C a >c Q o c aa E ZS a� a 2 o E o 2 t t o =E .c LL.0 LE o DESCRIPTION SPACE TEMPERATURE SETPOINT (ADJ) ACTUAL BOX CFM 0 BOX CFM MINIMUM 0. BOX CFM MAXIMUM DAMPER POSITION o COMMANDED DAMPER POSITION SUPPLY AIR TEMPERATURE TO SPACE 4 HOT WATER CONTROL VALVE HOT WATER CONTROL VALVE POSITION COMMANDED HOT WATER CONTROL VALVE POSITIO 0 VAV BOX CALIBRATION IT CONTROLS CONTRACTOR SHALL PROVIDE OPTION TO CALIBRATE ALL REHEAT BOXES ASSOCIATED WITH ISOLATION ROOMS WITHOUT CLOSING BOX DAMPERS. ALL REHEAT BOXES TO BE CONTROLLED AS INDICATED ABOVE. CONTRACTOR TO VERIFY NUMBER OF BOXES BEING PROVIDED ON PROJECT n �i D W J m F U W 0 IY 0. W a W W m 0 0 rn A N I H ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 If Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 MECHANICAL - SCHEDULES & DETAILS 120319M001,DGN 212022.00 PDB PDB 502 11/07/2012 F -- W 07 W co 0) Co LLI =w Oa wW Z U F- O F= aa` 411, to CL�y/ X - h 0 5 0 J U_ CD_3 o 3 0 5, Z W «, . 0 0 I> ; �- t�' 0If z � Cn� W - Z om Q U) O w U�lQ Q 4 . ¢ o� W # � O O CJ LL U_ �w ww W w Z z Z W III J J ¢ U Z U = U wLU � CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 MECHANICAL - SCHEDULES & DETAILS 120319M001,DGN 212022.00 PDB PDB 502 11/07/2012 F -- W 07 W i of TRACETEK 3500CP SPECIFICATION FOR WATER DETECTION IN OVER -HEAD PANS/GUTTERS PART 1 GENERAL 1.1 PLUMBING CONTRACTOR TO FURNISH ALL LABOR (INCLUDE WIRING), MATERIALS, AND ACCESSORIES FOR A COMPLETE SYSTEM, INCLUDING ELECTRONIC ALARM AND LOCATOR MODULE, IF FLUIDS ARE DETECTED IN THE OVER -HEAD PANS, THE SYSTEM WILL SOUND AN ALARM AND LOCATE THE EVENT ON THE CABLE WITH A DIGITAL DISPLAY TO THE INDIVIDUAL PAN. NO MORE THAN 2" OF WETTED CABLE AND COMPONENTS. THE SYSTEM SHALL BE UL LISTED UNDER PROCESS MANAGEMENT EQUIPMENT AND TESTED TO STANDARD 864, FM APPROVED, AND CSA APPROVED AND TESTED TO THIRD PARTY PROCEDURES DEVELOPED ACCORDING TO THE U.S. EPA'S "STANDARD TEST PROCEDURES FOR EVALUATING LEAK DETECTION METHODS: LIQUID PHASE OUT OF TANK PRODUCT DETECTORS." 1.2 THE SYSTEM SHALL BE MODEL TRACETEK 3500CP ZONE SYSTEM AS DISTRIBUTED BY INDUSTRIAL HEATER, 8400 WOLF LAKE DRIVE SUITE 101, BARTLETT TENNESSEE, 38133, (901) 382-4761. PART 2 PRODUCTS 2.1 EACH ALARM AND LOCATOR MODULE (TTDM-128) SHALL BE ABLE TO MONITOR SENSING ZONES AS REQUIRED. .THE ALARM MODULE SHALL ALSO CONTINUOUSLY MONITOR THE SENSOR AND INTERCONNECTING CABLES FOR CONTINUITY AND OTHER DAMAGE. ANY BREAK OR DAMAGE TO THE SENSOR SHALL RESULT IN AN AUDIBLE ALARM, LIGHTING OF A CONTINUITY LED SIGNAL ON THE FACE OF THE MODULE, ACTUATE AND OUTPUT RELAY, AND REPORTING OF THE EVENT TO THEBAS VIA RS -485 SIGNAL. THE CONTROL MODULE SHALL INCLUDE AN RS -485 TWISTED -PAIR CONNECTION. FROM THIS CONNECTION AND BY COMMON PROTOCOLS (MODBUS, METASYS, ETC.), THE CONTROL MODULE SHALL OFFER A FULL NETWORK INTERFACE THROUGH WHICH ALL MONITOR AND CONTROL FUNCTIONS AVAILABLE AT THE CONTROL MODULE (EXCERPT RELAY OUTPUT) SHALL BE AVAILABLE AT A REMOTE CONSOLE CONNECTED TO THE NETWORK. 2.2 THE SENSOR SHALL CONSIST OF A FOUR -WIRES: TWO SENSOR WIRES, A CONTINUITY WIRE, AND AN INSULATED RETURN WIRE. THE SENSING WIRES SHALL BE JACKETED WITH A CONDUCTIVE POLYMER. THE CABLE INSULATION SHALL BE MADE FROM FLUOROPOLYMER MATERIALS SUCH THAT NO METALLIC PARTS ARE EXPOSED TO THE ENVIRONMENT. THE CABLE SHALL BE RESISTANT TO ACIDS, BASES AND MOST SOLVENTS IN ACCORDANCE WITH ASTM D-543 AND CARRY A 0 TO 14 PH RATING AT 220 DEGREES F RATING FROM THE MANUFACTURER. 2.3 A PLENUM JUMPER CABLE SHALL BE AVAILABLE TO INTERCONNECT THE SENSORS. PART 3 EXECUTION 3.1 GENERAL: ALL TRACETEK SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE INSTALLER SHALL BE RESPONSIBLE FOR PROVIDING A CLEAN AND FUNCTIONAL SYSTEM. SUPERVISION AND TRAINING SHALL BE AVAILABLE FROM A TRACETEK DISTRIBUTOR OR OTHER PERSONNEL AUTHORIZED BY THE TRACETEK GROUP. PERSONNEL AUTHORIZED BY THE TRACETEK GROUP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS SHALL COMMISSION THE TRACETEK SYSTEM. 3.2 A GRAPHIC DISPLAY MAP PREPARED FROM "AS BUILT" DRAWINGS FURNISHED BY CONTRACTOR SHALL BE PREPARED AFTER COMPLETION OF INSTALLATION WHICH REFERENCES ALL CABLES WITH KNOWN MARKERS. THE MAP SHALL INDICATE THE LOCATION OF THE CABLE, CONNECTORS, LANDMARKS SUCH AS EQUIPMENT, AND CABLE DISTANCE READINGS PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL LOCATE THE MAP NEAR THE ALARM MODULE. WALL 2- WIDE SHEET METAL HANGERS 0 2'-0' ON CENTERS PLUMBING AND lin O /— SANITARY LINE i' VALVED CONNECTION FOR MANUAL DRAIN SHEET METAL SCREW 3' MOISTURE SENSOR I I N EACH��SLOPE COLLAR GUTTER SECTION AS SHOWN ON PLANS 24 GA. SHEET METAL GUTTER UNDER PLUMBING AND SANITARY LINE NOTE: SEE PLANS FOR REQUIRED LOCATIONS. EACH MOISTURE SENSOR TO BE CONNECTED TO MOISTURE SENSOR ALARM PANEL LOCATED AT O.R. CONTROL DESK, SEE SPECIFICATION ABOVE. SANITARY SEWER GUTTER DETAIL NO SCALE SHOCKTROL (TYP.) -EXISTING 2'CW, 111/2'HW & /4' HWR RISERS IN EXISTING TYPICAL SHUT �' CHASE. OFF VALVES I 1 - (TYP.) ' IIA 2 Y4' ^ , ` I I P-2 P- 4 r 4/4" ; P-9'/2' z' ' r 2' 11/2' /2 �/ / 4' -9 P-3 I I OFFSET TO NEW P-2 CHASE. EXISTING 21CW, 111/2'HW & Yq' HWR RISERS IN EXISTING CHASE. TYPICAL PATIENT ROOM WATER R15ER N.T.S. 6' FS GENERAL NOTES ( APPLY TO ALL PLUMBING AND MEDICAL GAS SHEETS l 1. THE DRAWINGS MAY NOT SHOW ALL EXISTING ITEMS OR CONDITIONS. CONTRACTOR SHALL NOT RECEIVE EXTRA PAYMENT FOR REQUIREMENTS WHICH CAN BE INFERRED THROUGH OBSERVATION OF EXISTING CONDITIONS AT THE SITE. IN THE EVENT CONCEALED CONDITIONS ARE ENCOUNTERED WHICH MAY VARY SIGNIFICANTLY FROM THOSE INDICATED ON THE DRAWINGS, NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH WORK. 2. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND FIELD VERIFY ALL POINTS OF CONNECTION TO BACKFEED EXISTING PRIOR TO SUBMITTING A BID. 3. CONTRACTOR SHALL PAY ALL FEES AND CHARGES REQUIRED TO ACHIEVE THE INSTALLATION. 4. CONTRACTOR SHALL FIELD VERIFY BY MEASUREMENT THE EXACT LOCATION OF EXISTING EQUIPMENT, PIPING. STRUCTURE. AND OTHER CONDITIONS WHICH WILL AFFECT INSTALLATION. CONTRACTOR SHALL LOCATE NEW EQUIPMENT AND ROUTE NEW PIPING TO AVOID CONFLICTS AND INTERFERENCES WITH EXISTING FIELD CONDITIONS. FINAL COORDINATION WITH OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. DRAWINGS SHALL NOT BE SCALED. 6. PROVIDE SHUT OFF VALVES AT ALL CONNECTIONS BETWEEN NEW AND EXISTING ON WATER AND GAS LINES. 7. WHERE CHASES ARE REMOVED, OFFSET ALL EXISTING LINES TO NEW CHASES OR WALLS AND RECONNECT ABOVE CEILING AND BELOW FLOOR AS REQUIRED. 8. ALL EXISTING SYSTEMS TO REMAIN IN SERVICE SHALL BE BACKFED AND RESTORED TO FULL OPERATION. 9. EXISTING FIXTURES TO REMAIN WITHIN THE RENOVATION AREAS SHALL BE CLEANED AFTER CONSTRUCTION. 10. PROVIDE TRAP PRIMER CONNECTION AND TRAP PRIMER TO SERVE ALL FLOOR DRAINS. 11. FIRESTOP ALL PENETRATIONS THRU RATED WALL AND FLOORS. 12. EXTEND PIPING FROM REDUCED PRESSURE BACKFLOW PREVENTER TO FLOOR DRAIN THE RPBP SERVES. 13. ALL EXPOSED WATER PIPING IN FINISHED SPACES TO BE CHROME PLATED. 14. ALL PLUMBING FIXTURES TO BE SEALED AT FLOOR OR WALL USING SANITARY SEALANT APPROVED FOR THE PURPOSE. 15. CONTRACTOR SHALL OFFER ALL REMOVED PLUMBING FIXTURES TO OWNER. CONTRACTOR SHALL DISPOSE (OFFSITE) OF ALL FIXTURES NOT ACCEPTED BY OWNER. 16. CAP WASTE PIPING BELOW FLOOR AND REMOVE ALL WATER PIPING .REMOVE ALL PLUMBING FIXTURES SHOWN IN HATCHED AREAS. WASTE PIPING WHICH IS REUSED SHALL BE CLEANED AND RODDED. PATCH FLOOR TO MATCH EXISTING. 17. COORDINATE WITH GENERAL CONTRACTOR FOR PATCHING OF WALL AND FLOOR PENETRATION WHERE ITEMS ARE REMOVED. 18. ALL UNUSED PIPING SHALL BE REMOVED. EXISTING 4' WASTE STACK EXISTING 4' VENT STACK �1 2- 44, q' -> , 2. 3, i P-2 , -,'' P-1 q. 2■t,1 r P_q r' P -I 4' / C.O. 2' 2' ' P-9 q .,'> P-4 4' EXISTING 4' VENT —�� 4 2' P-2 STACK 2' Q TYPICAL PATIENT ROOM WASTE RISER N.T.S. NOTE: p # SHOCKTROL TO BE ZURN SERIES Z-1700 OR EQUAL. SIZE AS INDICATED ON WATER RISER DIAGRAM. PROVIDE ACCESS TO ALL SHOCKTROLS THRU ACCESS PANELS, LAY -IN CEILINGS, WALL IN CHASE TYPICAL SHUT CONNECT NEW 1-1/4'CW, OFF VALVES Y41HW TO EXISTING IN CHASE. (TYP.) SHOCKTROL THIS SIDE i I I (TYP.) SIMILAR 11/4' P-1 .t c�–/2 P-9 1 � �I I EXISTING 2'CW,11/2'HW & %4' HWR TO REMAIN %2' P-9 Q TYPICAL PATIENT ROOM WATER RISER N.T.S. I D *I FM 1.C.Thomasson ICT Assoe9ates, enc. Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 PLUMBING LEGEND SYMBOL DESCRIPTION — — — — — — — — — — — — SANITARY SEWER BELOW FLOOR O SANITARY SEWER AT CLG. (UO z (DA, (DV, (DSL ----------------- COLD WATER SUPPLY (C.W.) ------------- - - - - -- HOT WATER SUPPLY (H.W.) ------------ -- HOT WATER RETURN (HWR) ------------------------- VENT LINE AW ACID WASTE -----------AV ----------- ACID VENT -----------AVTR ACID VENT THRU ROOF CO a--- OR CO 11 CLEAN OUT RWL RAIN WATER LEADER -----'SD------ STORM DRAIN MG MEDICAL GASES G GAS LINE 02 OXYGEN LINE V VACUUM (SUCTION) LINE A AIR LINE N20 NITROUS OXIDE LINE N NITROGEN LINE F FIRE LINE Z.V. ZONE VALVE (MEDICAL GASES) T BALL VALVE '/2' I/2' CHECK VALVE • BALANCING VALVE P -N0. FIXTURE DESIGNATION I.W. INDIRECT WASTE C.D. CONDENSATE DRAIN -------------VTR VENT THRU ROOF ® F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET ® F.H.C. FIRE HOSE CABINET ® F.D.V.C. FIRE DEPARTMENT VALVE CABINET R.I. & F.C. ROUGH -IN AND FINAL CONNECT S I CONNECT TO EXISTING MEDICAL GAS SCHEDULE SYMBOL TYPE OUTLET GASES LOCATION O WALL OUTLET (UO z (DA, (DV, (DSL PATIENT ROOMS BO ZONE VANE BOX (3) GAS AS SHOWN --- P-2 LAVATORY WB.- WH 2" 2" I/2" I/2' P-3 SHOWER HARDWARE ONLY 2" 2' I/2' I/2' P-4 FLOOR DRAIN - (REGULAR) 3" NOTES: FIXTURE CSCHEDULE SYMBOL DESCRIPTION CONNECTION SIZE WASTE VENT WATER OT WAGER P -I WC, FL. MTD. PATIENT - ADA 4' 2' 1' --- P-2 LAVATORY WB.- WH 2" 2" I/2" I/2' P-3 SHOWER HARDWARE ONLY 2" 2' I/2' I/2' P-4 FLOOR DRAIN - (REGULAR) 3" 2" --- --- P-5 WC. FL. MTD. 4' 2" I' --- P-6 TUB / SHOWER - ADA 2" 2" '/2' '/2' P-7 2 COMP. SINK - ADA 2" 2" '/2' I/2' P-8 ICE MACHINE CONNECTION --- --- '/2' --- P-9 LAV. HARDWARE ONLY 2" 2" I/2" I/2' P-10 I COMP. SINK - ADA 2" 2" '/2' '/2' P-11 WASHING MACHINE CONNECTION 2" 2' '/2' '/2' P-12 2 COMP. SINK - SOILED UTILITY 2" 2" '/2' i/2' P-13 -F—BARIATRIC WATER CLOSET - ADA 4' 2" I' --- 4 4'-�� 2'3'�,' ` 3'-2. EXISTING 4' WASTE WENT STACK `21 P-1 2' '.,P-4 P-9 2' P -I 4' 4�' P-4 .L P-3 P-9 3' P-3 20 EXISTING 4' WASTE STACK Q TYPICAL PATIENT ROOM WASTE RISER N.T.S. D of 101 W J z 3 Z w 0 n�. 0 Q 0 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 PLUMBING - SCHEDULES & RISERS 120319P001.DGN 212022.00 DJS KLH 001 11/07/2012 F- W F— W M M Co T_ r• � W r• d. _ ui E J J W z Z v~ 0 �~ CL _ Q g J W .:.� CD o� 0 0 � z Z 000 WwP:w O I- F- C L z � U - Z 0tDr- QWW U) ww w o 0 W O _j -,i LL w cr ww III z F5z zW w_j J Q Uz �Q I- T_VU LLJ w2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 PLUMBING - SCHEDULES & RISERS 120319P001.DGN 212022.00 DJS KLH 001 11/07/2012 F- W F— W M i 5 FLOOR MOUNTED LAVATORY CARRIER FINISHED WALL 17' a3/8. MIN. NOTE: CONTRACTOR TO FIELD MODIFY P -TRAP 43/8. AND OFFSET DRAIN TO EXACT SIZES AS SHOWN. 12' i6%2' '' 1 ADA CLEARANCES �6- MAX. 9' 27' 29' MIN. MIN. MIN. 34' MAX. ACCESSIBLE LAVATORY INSTALLATION DETAIL NO SCALE SHEET MET. SCREW METAL STU PIPE TYTE CLAMPS COPPER TUBING ° TUBE SIZE PART # %21NCH 505 -SC %41NCH 705 -SC I INCH 1005 -SC I'/4INCH 2125 -SC i'/21NCH 3155 -SC METAL STUD COPPER TUBING PIPE INSULATOR TUBE SIZE PART # '/2' COPPER 500P %4' COPPER 750P I" COPPER IOOOP PIPE ISOLATION PENETRATION THRU METAL STUD DETAIL WON- INSULATED PIPET NO SCALE HORIZONTAL BRANCH TAKE OFF. WHERE PIPING PENETRATES STUDS USE PIPE TIGHT SUSPENSION CLAMPS TO REDUCE VIBRATION AND CONTACT WITH DISSIMILAR METALS. � HORIZONTAL MED. GAS LINE MEDICAL GAS HORIZONTAL BRANCH TAKEOFFS NO SCALE I 3 ROUTE HARD DRAWN COPPER DOWN IN WA TO OUTLETS. X REDUCE TO %' AT OUTLET HORIZONT) METAL STuu WALL) JHALL tit SUPPORTED WITH PIPE-TYTES SYSTEM OR EQUIVALENT. I.C.Thomasson A cla sso tes, enc. (01 Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 T V DC 01 u n Dn no n IAIKI 'OFFER. ;EN SERVICE. �Z T X13 A /Ij I LLL LVVH 1 CU AT OUTLET ROUGH -IN CONNECTION. MEDICAL GAS PIPING AT OUTLETS NO SCALE O FLOOR MOUNTED WATER CLOSET. TOP OF SEAT SHALL BE 17"-19" IN M CONFORMANCE WITH A.D.A. GUIDELINES. O2 HANDICAP GRAB BAR. REFER TO ARCHITECTURAL DRAWINGS 0 FLUSH VALVE HANDLE: MOUNT C A MAXIMUM OF 44" A.F.F. O HANDLE OF FLUSH VALVE SHALL BE MOUNTED ON WIDE SIDE OF ROOM. U5 PROVIDE OFFSET IN MAIN TUBE TO CLEAR GRAB BAR. 6� PROVIDE BED PAN WASHER WHICH ACCOMMODATES THE OFFSET MAIN TUBE. `,X. 1111/2n FLOOR MOUNTED HANDICAPPED, WATER CLOSET DETAIL- LINE PRESSURE ALARM O 4'-6' TO CONTROLS (MAX) NO SCALE WALL UNITS VALVE BOX 8 5'-0' (MAX) I GAS OUTLETS O�0 C 5'-O' FINISHED FLOOR 11,0TIM11 offlaqE1,01,1111, 1ITT= FM i7• Im D ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 PLUMBING - DETAILS 120319P002.DGN 212022.00 DJs KLH 002 11/07/2012 W CO W M 00 Lu C� F- W a C� � J J W U) F>— Z Q Z O �~ I— a. Q2 g Q" J '0j)J O RM! LL O - zU.pO w � W pi�- �.` O F— U_ CO 0 Q wW am � w Q M-0 QQ x a O L1J ■ = ..... ,:.. .......:.f:?.+. J U_ LL y/ ii � LL W W W W Z /Z Z Z W W J J Q VU � Z Q U = V .w 2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 PLUMBING - DETAILS 120319P002.DGN 212022.00 DJs KLH 002 11/07/2012 W CO W FMI MA FRI a DRAWING KEYED NOTES: 11 EXISTING RISERS TO REMAIN. Q2 EXISTING RISERS TO BE RELOCATED TO NEW CHASE. OVERHEAD PLUMBING DEMOLITION AND INSTALL WILL OCCUR IN OCCUPIED STERILE AREA OF HOSPITAL. ALL ACCESS TO SPACE MUST BE COORDINATED WITH AND APPROVED BY OWNER. INCLUDE MULTIPLE CREWS AND OVERTIME WORK IN CONTRACT AS REQUIRED TO COMPLETE SCOPE OF WORK. COORDINATE CEILING REMOVAL AND RE -INSTALL WITH GENERAL CONTRACTOR. PLUMBING - FIRST FLOOR PLAN -DEMOLITION 0 4 8 16 PLUMBING LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED a I.0bomasson ICT Associates, Inc, 0 Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 7; ARCHITECTURE PLANNING INTERIOR DESIGN Z��: Lyman o =� ;__ .� Davidson p Dooley, Inc. p k20910th Avenue South Zrik. Suite 327, Cummins Station 031!i Nashville, Nashville, TN 37203 615.244.7399 t J 615.244.6697 f p kk W a Iddi-architects.com p k ATLANTA N... ` NASHVILLE TAMPA 0 } a z m J J Q I 0 F F 0 z 0) I z 0 0 0 W }CENTRAL FL << REGIONAL off;; HOSPITAL o���. ;;::;;k;;;k;; >.::.< 1401 W SEMINOLE BLVD Z SANFORD, FL 32771 IL 0 W a 0 Z PLUMBING FIRST FLOOR PLAN - DEMOLITION 120319P100.DGN 212022.00 DJS KLH F- W 100 G7 H 11/07/2012 W co 0) Co - r ti � 4'k � W ti � C �= w =a C� J J W z U) U H Z dF t 3a J U_ = J U) -u O � O Z C 00 OCWAM IG p F- 5. � � U) Z D Q W U) O O .. 4 J LL LL N It W W W z z 5 U z z W W J Q U U �z H Q U= W U W w2 }CENTRAL FL << REGIONAL off;; HOSPITAL o���. ;;::;;k;;;k;; >.::.< 1401 W SEMINOLE BLVD Z SANFORD, FL 32771 IL 0 W a 0 Z PLUMBING FIRST FLOOR PLAN - DEMOLITION 120319P100.DGN 212022.00 DJS KLH F- W 100 G7 H 11/07/2012 W a of FM— DR r '� 1n011 , '.-":-r'i T € ON 01 DRAWING KEYED NOTES: OFFSET EXISTING 2"CW AND 1i/4° HW TO NEW CHASE. ❑2 OFFSET EXISTING 4" WASTE STACK TO NEW CHASE. ❑3 OFFSET EXISTING 4" VENT STACK TO NEW CHASE. EXISTING TUB AND ASSOCIATED PIPING TO BE REMOVED. ❑5 EXISTING LAVATORY / SINK AND ASSOCIATED PIPING TO BE REMOVED. © EXISTING FLOOR MOUNTED WATER CLOSET AND ASSOCIATED PIPING TO BE REMOVED. EY]EXISTING ZONE VALVE BOX WITH II/40V,%4"0,%4"A TO BE REMOVED. ® EXISTING ZONE VALVE BOX WITH%400,%40A TO BE REMOVED. EXISTING ZONE VALVE BOX WITH II/2°V TO BE REMOVED. 10 EXISTING FIRE VALVE CABINET WITH FIRE EXTINGUISHER TO REMAIN. II EXISTING MEDICAL GAS LINE PRESSURE ALARM TO BE REMOVED. F1-2]EXISTING 4" VENT STACK IN CHASE TO REMAIN. 13 EXISTING 2"CW AND II/4"HW 1N CHASE TO REMAIN. 14 EXISTING 4" WASTE STACK IN CHASE TO REMAIN. F1-5]EXISTING FIXTURES TO REMAIN IN SERVICE. 16 EXISTING OXYGEN, VACUUM, AIR OUTLETS AND SLIDE BRACKET IN CONSOLE TO BE REMOVED. 17 EXISTING RWL TO BE RELOCATED TO NEW CHASE. RECONNECT ABOVE AND BELOW CEILING. 18 EXISTING RWL TO REMAIN. 19 EXISTING DRAIN FROM EQUIPMENT ABOVE TO REMAIN. EXISTING SHAMPOO SINK TO BE RELOCATED. PLUMBING - FLOOR PLAN - DEMOLITION 0 4 S PLUMBING LEGEND 0 E31 f�15'. EXISTING TO REMAIN EXISTING TO BE REMOVED 19 Q LUbomasson ICT Assoc9ates, enc. 0 Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500615)346-3550 fox. Noshville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 01 FM— my z N f- f- Q a z I! 0 W J 0 3 z 0 I I - ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 PLUMBING - FLOOR PLAN - DEMOLITION 120319P101.DGN 212022.00 DJS DSH 101 11/07/2012 cn CD 00 Uj ti Cv = W E C7 J W U) Z U ~ O NOW C� I— Q = J O " UL O W Z ~ f O LL F - z Q U— W Cn 12a CO Q i ! #- A Q 2» i' o W U -ILLJ w Of W W W W Z Z_ z (5 U Z Z W W J Q U U � Z F— Q U = U w2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 PLUMBING - FLOOR PLAN - DEMOLITION 120319P101.DGN 212022.00 DJS DSH 101 11/07/2012 PH a I I.C.Thomasson ICT Assodatesinc.0 , Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 0 J DRAWING KEYED NOTES: z Q EXISTING RISERS TO REMAIN IN SERVICE. } W F-21 OFFSET EXISTING 2' CW & II/4' HW RISERS TO NEW 0 .WALL. 0 0 z Q EXTEND EXISTING 4' VENT & CONNNECT TO EXISTING 4' VENT 0 N IN CHASE ABOVE. o a OVERHEAD PLUMBING DEMOLITION AND INSTALL WILL OCCUR IN o OCCUPIED STERILE AREA OF HOSPITAL. ALL ACCESS TO SPACE Q MUST BE COORDINATED WITH AND APPROVED BY OWNER. INCLUDE MULTIPLE CREWS AND OVERTIME WORK IN CONTRACT AS REOUIRED J TO COMPLETE SCOPE OF WORK. COORDINATE CEILING REMOVAL AND 0 RE -INSTALL WITH GENERAL CONTRACTOR, w im J J Q I N FMN ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA Y 0.co Corn z w cc 3 / JDRIP TROUGH BELOW _jUM ING PIPING. 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T,t M O O O I \' , �.. `4 ,1 _, `................ �� CAP EXISTING I . , i« M� r �; a 10 am d FRI dl _ -. 1.C.Thomasson ICT Assoclatcs„ nc. 0 Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 50615) 346-3550 fax. Noshville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 AUTOMATIC SPRINKLER PROTECTION NOTES AS PART OF THIS PROJECT, FURNISH AND INSTALL A COMPLETE AUTOMATIC SPRINKLER SYSTEM FOR THE RENOVATED AREAS. THE END PRODUCT SHALL PRODUCE A FULLY SPRINKLERED FACILITY. THE SPRINKLER SYSTEMS FOR THE RENOVATED AREAS ARE TO REMAIN AS PART OF THE EXISTING ZONE. IN AREAS OF RENOVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, RE-ROUTING AND/OR RELOCATING EXISTING MAINS AND BRANCH LINES TO ALLOW FOR THE INSTALLATION OF NEW DUCTWORK AND/OR MAJOR PIPE AND CONDUIT RUNS AND MAINTAIN NEW CEILING HEIGHTS AS SET BY THE ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING DRAIN LINES AND INSPECTOR=S TEST STATIONS AS REQUIRED BY ARCHITECTURAL MODIFICATIONS. THE FIRE PROTECTION SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF NFPA, ALL LOCAL, COUNTY, AND STATE REGULATIONS, AS WELL AS THE FACILITY=S INSURANCE UNDERWRITER. COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR WIRING OF THE VARIOUS TAMPER AND FLOW SWITCHES. PRESSFIT STYLE FITTINGS AND THREADABLE, THIN WALL PIPING SHALL NOT BE UTILIZED ON THIS PROJECT. FLEXIBLE, STAINLESS STEEL HOSE CONNECTIONS BETWEEN SPRINKLER HEADS AND BRANCH PIPING MAY BE UTILIZED WHERE ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. A. PATIENT ROOMS, OFFICE AREAS, EXAM AND TREATMENT ROOMS AND SIMILAR SPACES WHICH ARE SUBDIVIDED SHALL BE DESIGNED TO A LIGHT HAZARD OCCUPANCY CLASSIFICATION, HYDRAULICALLY BALANCED TO PRODUCE 0.1 GPM DENSITY OVER 10500 SQUARE FEET. EXTENDED COVERAGE HEADS SHALL NOT BE UTILIZED. REDUCTION TO AREA AS ALLOWED IN NFPA 13 IS NOT ACCEPTABLE ON THIS PROJECT. INCLUDE 250 GPM FOR HOSE STREAMS. SPRINKLER K FACTOR SHALL BE 5.6. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE AND PROVIDED WITH TEMPERATURE RATINGS AS DICTATED BY NFPA FOR THE SPACES SERVED AND PER THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. THE SPRINKLER CONTRACTOR SHALL COORDINATE THE LOCATION OF PIPING AND HEADS WITH LIGHT FIXTURES, DIFFUSERS, DUCTWORK, PLUMBING LINES, ETC., AND MAKE MINOR ADJUSTMENTS IN THE SPRINKLER LAYOUT WHERE REQUIRED OR DEEMED NECESSARY BY THE ARCHITECT. ALL SPRINKLER HEADS SHALL BE LOCATED SYMMETRICALLY IN ALL AREAS AND CENTERED IN CEILING TILES. PROVIDE SPRINKLER HEADS BY TYPE AS FOLLOWS: A. IN AREAS WITH A LAY -IN, TILE CEILING, PROVIDE CHROME -PLATED, SEMI -RECESSED, QUICK RESPONSE TYPE SPRINKLER HEADS. ASSOCIATED SPRINKLER PIPING SHALL BE ROUTED ABOVE THE CEILING AND IN FURRED SPACES, CHASES, ETC., TO COMPLETELY CONCEAL ALL PIPING. B. IN AREAS WITHOUT FINISHED CEILINGS, PROVIDE BRASS, UPRIGHT QUICK RESPONSE TYPE SPRINKLER HEADS. ASSOCIATED SPRINKLER PIPING SHALL BE ROUTED EXPOSED TO VIEW. C. IN AREAS WITH A FINISHED GYP BOARD CEILING (INCLUDING SOFFITS), PROVIDE CONCEALED, FULLY RECESSED QUICK RESPONSE TYPE SPRINKLER HEADS WITH WHITE COVER PLATE. ASSOCIATED SPRINKLER PIPING SHALL BE ROUTED IN FURRED SPACES, CHASES, ETC., TO COMPLETELY CONCEAL ALL PIPING. IN ADDITION, PROVIDE CONCEALED, FULLY RECESSED AND QUICK RESPONSE TYPE SPRINKLER HEADS WITH WHITE COVER PLATE IN ALL LOBBIES, ELEVATOR LOBBIES. System No. C -AJ -101 ` December 07,1999 (Formerly System No. 130) F Rating — I Hr T Rating — 0 Hr L Rating AtAmbient —Less Than 1 CFM/sq ft (See Itern4) L Rating At 400 F —Less Than 1 CFM/sq ft (See Item 4) 2 4 SECTION A -A I . Floor €nrNVallAssenibly — Min 5 in, thick re?nforced normal weight (140-155) pcf j concrete. Wall may also be construct ed of any UL Classified Concrete Blacks*, Maxx diam of opening is 6 in. See Concrete Blocks (CiVT) category in the Fire Resistance Directory. 2. '11rough Penetrants — One {metallic pipe, or conduit to be centered within the firestop system. Pipe or conduit to be rigidly supported on boli sides of floor or wall assembly. The foll mving types and sizes ofinetaliic pipes or conduits may be used: A. Steel Pipe — Nom 4 in. diam (or Smaller) Schedule 5 (or hea , ier) steel. pipe. A nom annular space of 3,14 in, is required within. the firestop system. B. C'ondidt—Noun 4 in. diam (or smaller) steel. electrical. metallic tubing or steel condo it. A nomannular space of 3/4 in. is requ fired witiin the firestop system. 3. Packing Material (Not Shown) — Nonan I im dian_n open cell poly uctrtane foam backer rod friction -fitted into the opening as a pernnument form. Packing material to be recessed from top surface of floor or froom both surfaces of wall as requi?•ed to accommodate the required thickness of fill rmatcrial. 4. Fill, Void or Cavity Material* — S", ant — Min 3A in. thickness of fill material appliedwithin annulus, plush with top surface of floor or iv 1i both surfaces ofwall. 3101! COMPANY' — FB -2000 or F13-2000+ (Note: L Ratings :apply only when FB -2000+ is used.) *Bearing the LL Classification Marking D to 0 } 0 0 n u ■ Tr FA70 2 i ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 FIRE PROTECTION - SCHEDULES 120319FP001.DGN m$e M 0) Co w� r2 w E V jJ W Z Z U F- 0 l Q Q co 0 LL O Z p Zo o 0 Z�5 Zl Q WW D0 P cn�� CO QQ/ 2 x IL w r J LL wW Ww Z O 0 Z Z W W J QU U — �Z �a U= W UW J w2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 FIRE PROTECTION - SCHEDULES 120319FP001.DGN m$e FEM Im M FOR M I ALL EXISTING SPRINKLER HEADS WITHIN THIS SMOKE COMPARTMI ';T ............................. ........................ ......... ------------ A T I ZN7 F iK T0h . ........... . .... I............ 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Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 50615) 346-3550 fox Nashville, Tn 37204-0527 wwwkthornasson.6 ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 ARCHITECTURE 111_� PLANNING INTERIOR DESIGN z 0 M-1 M N I vm an W .. .... . . . ... z Davidson Dooley, Inc. 209 10th Avenue South z< Suite 327, Cummins Station Nashvi e, TN 37203 615.244.7399 t .j 615.244.6697 f w Iddi-architects.com ATLANTA NASHVILLE TAMPA I0 ............. .. . U) III ......... . ....... ..... ... ....... w 0 z 0 w w 0 0 z or w /I � too c1p) 0) Co 0 Uj w * . . . . . . Uj E . . . . . . . . . . III z LU L) F- 0.1 1 ....... z 0 < r . I I ...... > cl) LL 0 w 0 0 z z z 0 0 0 rA. W C 1. t'� 0 0 0 F_ LL C/) C/) fm 5 z w < LU ILL, 0 = U) < 0 W 0 _j _j LL U) LL 0 III w w III z z z w III L) Ld Of < b W O' _j W A , III CENTRAL FL Uj .j REGIONAL 0 HOSPITAL 0 1401 W SEMINOLE BLVD z SANFORD, FIL 32771 . . . . . . . . . . . LL 0 .......... FIRE PROTECTION .. . ............ FLOOR PLAN - w DEMOLITION 0 20319FP101.DGN w 212022.00 ........... D S J KLH w Cn 01 11/07/2012 w CL FIMA� M M 71M M Al I I I I I I I LUbomasson CPT) Assoclates,Inc . Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 50615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 I REFER TO SPECIFICATION SECTION 21:13:13 FOR HYDRAULIC CALCULATION AND CURRENT ANNUAL FIRE PUMP TEST. EXISTING FOR REFERENCE ONLY FIRE PROTECTION - FIRST FLOOR EXISTING CONDITIONS po EMI ARCHITECTURE PLANNING INTERIOR DESIGN J z I R wkM J� W- L `Lyman Davidson Dooley, Inc. 209 10th Avenue South zllg Suite 327, Cummins Station 'K Nashville, TN 37203 615 .244.7399 t EP 615 244.6697 f Iddi-architects.corn TIN ��O ATLANTA N NASHVILLE li.........�� . l" 11-11, "1 1 TAMPA I ... . 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MPARTMENT ALL EXISTING SPRINKLER, HEADS it ALL EXISTING SPRINKLER HEADS ...................... .......... it:H lWITHIN THISc: SMOKE COMPARTMENT WIT: IN TRS SMOKE COMPARTMENT TO BE REMOVED AND 0-1 AC b ';z: PIL Ell ,::,BE REMOVED AND REPLACED c: TO:: 0 ............. ...................... ............. — — — — — — 1 WITH !!QUICK MESPONSE HEADS K RESPONSE:HEADS: W I T11H 0 U I C". ... ................. .......... .................... ........... . --------- �­ . ............... ... ....... ............. ............... . . ............ ............... ..... ........ ------------- ........ . . ........ , '! ---------- ............. ................. .......... L E) E) A I I........... IALL SPRINKLER HEADS THIS - t SMOKE COMPARTMENT BE It itt(D tz REMOVED AND REPLACED WITH IE) QUICK RESPONSE HEADS. . ... . ........... . E) ...... — — ---------- I...... . ... k ...... 06 ----------- i L I.............. T, L 0 i0 0 . . ............ El 0 ............ 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T I E ALL EXISTING SPRINKLER HEADS ALL EXISTING SPRINKLER HEADS D 0,� WITHIN THIS SMOKE COMPARTMENT WITHIN THIS SMOKE COMPARTMENT ............... TO BE REMOVED AND REPLACED TO BE REMOVED AND REPLACED ................. .................................. .. ........................ ............. --- - -- .. ... ........... 1 WITH QUICK RESPONSE HEADS WITH QUICK RESPONSE HEADS 7; L _j ...... ..... ",4 llT, I Le ........ ....... . ...... ....... . ......... L! . .... . ............. % tL lT77 ITYPICAL 11 PIPE EXTENTION. C\j NO WORK THIS SMOKE COMPARTMENT SPRINKLER HEAD SCHEDULE SYMBOL DESCRIPTION 0 UPRIGHT SPRINKLER HEAD NEW WORK RECESSED SPRINKLER HEAD FULLY CONCEALED SPRINKLER HEAD 7 4. '1:� 15 ee... ... ... ... 4'-�IV 1`�--EXISTING 4" STANDPIPE . ... ...... . ............... ......... ... L WITH FDV TO REMAIN -01 n . ..... ...... ....... ... 2' . ......... EXISTING 21/2"x 1/2" FDV @12) 4346' @ I'121 ...... .. .... ...... .............. .................................... ........................................ ............................ ................................ ......................... ................ ......... ... 2'-O' .1 - -------- - - I ....... ....... . . ....... . 4 it91 �.01 i(D 4 CAP 2' -Om DF F,�j c>' ---- --------- -01 TY P; - .. .......... L . .... ti0/4 I12'- 0 V-03 ID ................ ................................... ............................................................ REFER TO SPECIFICATION SECTION 21:13:13 FOR HYDRAULIC CALCULATION AND CURRENT ANNUAL FIRE PUMP TEST. FIRE PROTECTION - FLOOR PLAN - NEW WORK .............. .......... .. . ...... . ........ ........... ................................................. ........................... I'14 2' -Om 6'-O' 7' -Om Y -65 I I.C.Thomasson Assoclates,be. Consulting Engineers (615) 346-3400 2950 Kraft Drive,Sulte 50(615)346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.con ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 z 0 [w z E903 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman 0, Davidson .......... Do ley, Inc. 0 209 10th Avenue South S it 327, Cummins Station u e Nhville, TN 37203 as 99 615.24473 t 615.244.6697 f Iddi-arc tects.com AT LA N TA NASHVILLE TAM PA z y 0 LU M 0 0 z 0) cf) 0) z Uj (L Uj 0 IL z................... w z z < z 0 < mum < CL > *0 -j 1111 LL 0 0 M z 0 Z 0 Z 0 0- w 0 0 0 NOW Cl) 0)9 z U) z 4) 4) i -1 0 - (D LU < w z U) M < i0 0 W . ................... _j LL LL L 0 w w w z z z w .......... < LU < LLJ 0 . Rw _j LU Lu rMlial FIRE PROCTECTION - itFLOOR PLAN - W NEW WORK 120319P20l.DGN w 212022.00 .......... DJS IQ 01 a a EAIJ I IIVU HU I UIVIH I Il. SPRINKLER MAIN. SEE SHT. FP201 FOR CONTINUATION. I.C.Thomasson ICT Assoc4atessl, enc. 0 Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500515)346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.co ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 REFER TO SPECIFICATION SECTION 21:13:13 FOR HYDRAULIC CALCULATION AND. CURRENT ANNUAL FIRE PUMP TEST. "HIS SHEET FOR HYDRAULIC REFERENCE ONLY FIRE PROTECTION LEGEND EXISTING TO REMAIN NEW CONSTRUCTION FIRE PROTECTION - FLOOR PLAN -EXISTING CONDITIONS EMS ARCHITECTURE PLANNING INTERIOR DESIGN U x Lyman z__ QDavidson 0 -1 --q o Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station P, gi Nashville, TN 37203 C3\�t� k��`• \� \ k� V 615.244.7399 t �_ _• ___ :- 615.244.6697 f W Iddi-architects.com T: kkk :kik...... ., :. ATLANTA N�3�Y�Y ` NASHVILLE kkkk.#TAMPA `kkkkkkkkkT.-_�:kkkkk.::: N 41 clic . �l"1W'I& a k k� 0) r Z Y�01 AA 0� M S Y W 0 = W E >. of J z w Z Z W ()NOW Q _ U F- 0 F- Wzs > y U O� O 0 W Mk Z Q ZO p w' `k . W 1 r ri'jl� L? O T C/) V N m Q Q o F Q Fp of O W O Nz Bpi u_ LL fY W.. W w .::::.kkk W Z »r Z l) �t Z W J Q Q x U T U Q r Y T :YA :DYE WU O W a� �\ kY. w2 \Y Y 0� z.\ } k 1- < CENTRAL FL REGIONAL 011 y HOSPITAL 0 zz�.>z 1401 W SEMINOLE BLVD Z>„= k SANFORD, FL 32771 M FIRE PROTECTION - °'> FLOOR PLAN - EXISTING !`nAInITInA1c DJS WWW nc+u Hui to Im SYMBOLS GENERAL NOTES: A. ALL MOUNTING HEIGHTS GIVEN IN THE LEGEND, SCHEDULES. PLANS, AND DRAWING NOTES ARE TO THE CENTERLINE OF THE DEVICE. UNLESS OTHERWISE NOTED. B. INSTALL ALL SWITCHES AT A CENTERLINE HEIGHT OF 46" A.F.F. UNLESS OTHERWISE NOTED. WHERE SWITCHES OR RECEPTACLES ARE MOUNTED ABOVE CASEWORK OR MILLWORK, LOCATE AT 4" ABOVE BACKSPLASH TO CENTERLINE. C. WHERE COVERPLATES CONFLICT WITH CASEWORK OR MILLWORK, SLIGHTLY ADJUST THE MOUNTING HEIGHTS OF THE WIRING DEVICES TO MAKE THE COVERPLATES CLEAR THE COUNTERTOP OR BACKSPLASH BY 1". D. ADDITIONAL SYMBOLS MAY BE SHOWN OR DENOTED ON OTHER SHEETS. E. ALL SYMBOLS, NOTES, AND ABBREVIATIONS SHOWN ON THE LEGEND ARE NOT NECESSARILY USED IN THIS SET OF CONTRACT DOCUMENTS. F. NUMERICAL SUBSCRIPT ADJACENT TO DEVICE FIXTURE, EQUIPMENT OR JUNCTION BOX SYMBOL ON THE DRAWINGS DENOTES THE PANELBOARD CIRCUIT NUMBER TO WHICH DEVICE, FIXTURE. EQUIPMENT OR WIRING IN JUNCTION BOX IS CONNECTED. LIGHTNING PROTECTION SYSTEM GENERAL INSTALLATION NOTES 1. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON SHALL MEET THE REQUIREMENTS OF UNDERWRITERS' LABORATORIES STANDARD 96A FOR MASTER LABELED LIGHTNING PROTECTION SYSTEMS. THE ACTUAL MASTER LABEL WILL BE DELIVERED UPON COMPLETION OF INSTALLATION. 2. METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF SUCH AS; METAL FLASHINGS, GRAVEL STOPS, ROOF DRAINS, SOIL PIPE VENTS, INSULATION VENTS, LOUVERS AND DOOR FRAMES SITUATED WITHIN W-0" OF A LIGHTNING CONDUCTOR OR BONDED METAL BODY SHALL BE INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM. 3. NO BEND OF A CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE OF LESS THAN 900 NOR SHALL HAVE A RADIUS OF BEND OF LESS THAN 8". 4. CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL FORM A TWO WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. 5. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3'-0" MAXIMUM SPACING. 6. CONNECTIONS TO GROUND ROD OR GROUND LOOP CONDUCTOR SHALL BE MADE AT A POINT NOT LESS THAN 1'-0" BELOW GRADE AND 2'-0" AWAY FROM FOUNDATION WALL. 7. ACTUAL JOBSITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. 8. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE CORNERS AND LOCATED INTERMEDIATELY ON 20'-0" MAXIMUM SPACING AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2'-0" OF OUTSIDE EDGE. 9, TELEPHONE AND/OR ELECTRICAL SERVICE ENTRANCE GROUNDS SHALL BE INTERCONNECTED TO ONE LIGHTNING PROTECTION GROUND OR WATER PIPE. 10. BOND ALL METALLIC PIPES INCLUDING WATER, FIRE, GAS, SEWER, STORM, ETC. WHICH ENTER THE STRUCTURE TO THE NEAREST DOWNLEAD, GROUND ROD OR GROUND LOOP. 11. BARE COPPER LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM ROOF OR SIDING OR OTHER ALUMINUM SURFACES AND VICE VERSA, ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER ROOFING OR COPPER SIDING OR OTHER COPPER SURFACES. 12. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A NEAT AND INCONSPICUOUS MANNER SO THAT ALL COMPO- NENTS WILL BLEND IN WITH THE APPEARANCE OF THE BUILDING. 13. EACH INDIVIDUAL ITEM OF THE LIGHTNING PROTECTION SYSTEM LAYOUT HAS NOT BEEN DESIGNATED BY A DETAIL TYPE. THE ITEMS LABELED TYPICAL ARE TYPICAL FOR SIMILAR AREAS & CONDITIONS WHICH OCCUR THROUGHOUT THE SYSTEM LAYOUT. 14. BOND DOWN CONDUCTORS TO TOP AND BOTTOM OF STRUCTURAL STEEL COLUMNS OR TO REBARS OF CONCRETE COLUMNS WHERE DOWN CONDUCTORS ARE INSTALLED ADJACENT TO COLUMNS. 15. BOND ALL METALLIC SERVICE ENTRANCE CONDUIT AND PIPE TO THE LIGHTNING PROTECTION SYSTEM. 16. BOND NEW SYSTEM TO EXISTING SYSTEM IF APPLICABLE. 17. ALL CATALOG NUMBERS INDICATED ARE THOSE OF A -C LIGHTNING SECURITY, INC. 18. ADHESIVE ATTACHMENT OF LIGHTNING PROTECTION DEVICES SHALL BE BY AN ADHESIVE WHICH FUSES WITH THE ROOF STRUCTURE. ATTACHMENT MUST BE STRUCTURALLY SOUND TO THE POINT WHERE REMOVAL WOULD CAUSE DESTRUCTION OF THE ROOF ASSEMBLY. NO. A222-1/2" X 12" ALUMINUM POINT REFER TO LAYOUT AND GENERAL NOTE '8' FOR LOCATION. POINT TO EXTEND A MINIMUM OF 10" ABOVE TOP OF EQUIPMENT. NO. A316 /p" ALUMINUM VENT POINT BASE SECURE WITH FOUR NO. S847-210 X 1" STAINLESS STEEL SHEET METAL SCREWS. 6 EQUIPMENT AIR TERMINAL NOT TO SCALE ELECTRICAL LEGEND YMBO DESCRIPTION FIXTURE SCHEDULE REMARKS "EIGHT o CENTERLIN TYPE MANUFACTURER CATALOG NUMBER NUMBER & SIZE LAMPS MOUNT REMARKS 2 ALKCO ME640-LVC (6) 40W BI -AX RECESSED MULTI -MED PATIENT LIGHT 3 COLUMBIA JT8240332G-FSA12.125-3EL8 (3) 32W T8 RECESSED 2'X4' LAY -IN 4 FOCAL POINT FMA2-24-3-T8-120-S-G-WH (3) 32W T8 RECESSED 2'x4' LAY -IN 6 COLUMBIA JT824-232G-FSA12.125-EU (2) 32W T8 RECESSED 2'X4' LAY -IN 7 FOCAL POINT FMA2-24-2-T8-120-S-G-WH (2) 32W T8 RECESSED 2'X4' LAY -IN 43 PRESCOLITE CFR6126EB-ST372A1-B24 (1) 26w QT RECESSED FLUORESCENT DOWNLIGHT 44 PRESCOLITE CFR626EB-ST372A-CL (2) 26W QT RECESSED 6" FLUORESCENT DOWNLIGHT W/LENS 45 PRESCOLITE CFR626E8-ST372A-B24 (2) 26W QT RECESSED 6" FLUORESCENT DOWNLIGHT 46 PRESCOLITE CFR626EB-DM-ST5RA (2) 26W QT RECESSED 6" FLUORESCENT DOWNLIGHT W/DIMMER 48 PRESCOLITE CFR6126EB-ST372A1-B24-DL (1) 26W QT RECESSED WET LABEL FLUORESCENT DOWNLIGHT 71 DUALLITE SESRWE LED MANUAL PULL STATION UNIVERSAL SINGLE FACE EDGE LIT EXIT SIGN 72 DUALLITE SEDREW DUCT -SMOKE DETECTOR (SUPPLY) LED 0 MiSURFACE MOUNTED FLUORESCENT LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT UNIVERSAL DOUBLE FACE EDGE LIT EXIT SIGN NL ALKCO S02N-I-SWH (1) 2W LED RECESSED I NIGHTLIGHT SYMBOLS GENERAL NOTES: A. ALL MOUNTING HEIGHTS GIVEN IN THE LEGEND, SCHEDULES. PLANS, AND DRAWING NOTES ARE TO THE CENTERLINE OF THE DEVICE. UNLESS OTHERWISE NOTED. B. INSTALL ALL SWITCHES AT A CENTERLINE HEIGHT OF 46" A.F.F. UNLESS OTHERWISE NOTED. WHERE SWITCHES OR RECEPTACLES ARE MOUNTED ABOVE CASEWORK OR MILLWORK, LOCATE AT 4" ABOVE BACKSPLASH TO CENTERLINE. C. WHERE COVERPLATES CONFLICT WITH CASEWORK OR MILLWORK, SLIGHTLY ADJUST THE MOUNTING HEIGHTS OF THE WIRING DEVICES TO MAKE THE COVERPLATES CLEAR THE COUNTERTOP OR BACKSPLASH BY 1". D. ADDITIONAL SYMBOLS MAY BE SHOWN OR DENOTED ON OTHER SHEETS. E. ALL SYMBOLS, NOTES, AND ABBREVIATIONS SHOWN ON THE LEGEND ARE NOT NECESSARILY USED IN THIS SET OF CONTRACT DOCUMENTS. F. NUMERICAL SUBSCRIPT ADJACENT TO DEVICE FIXTURE, EQUIPMENT OR JUNCTION BOX SYMBOL ON THE DRAWINGS DENOTES THE PANELBOARD CIRCUIT NUMBER TO WHICH DEVICE, FIXTURE. EQUIPMENT OR WIRING IN JUNCTION BOX IS CONNECTED. LIGHTNING PROTECTION SYSTEM GENERAL INSTALLATION NOTES 1. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON SHALL MEET THE REQUIREMENTS OF UNDERWRITERS' LABORATORIES STANDARD 96A FOR MASTER LABELED LIGHTNING PROTECTION SYSTEMS. THE ACTUAL MASTER LABEL WILL BE DELIVERED UPON COMPLETION OF INSTALLATION. 2. METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF SUCH AS; METAL FLASHINGS, GRAVEL STOPS, ROOF DRAINS, SOIL PIPE VENTS, INSULATION VENTS, LOUVERS AND DOOR FRAMES SITUATED WITHIN W-0" OF A LIGHTNING CONDUCTOR OR BONDED METAL BODY SHALL BE INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM. 3. NO BEND OF A CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE OF LESS THAN 900 NOR SHALL HAVE A RADIUS OF BEND OF LESS THAN 8". 4. CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL FORM A TWO WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. 5. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3'-0" MAXIMUM SPACING. 6. CONNECTIONS TO GROUND ROD OR GROUND LOOP CONDUCTOR SHALL BE MADE AT A POINT NOT LESS THAN 1'-0" BELOW GRADE AND 2'-0" AWAY FROM FOUNDATION WALL. 7. ACTUAL JOBSITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. 8. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE CORNERS AND LOCATED INTERMEDIATELY ON 20'-0" MAXIMUM SPACING AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2'-0" OF OUTSIDE EDGE. 9, TELEPHONE AND/OR ELECTRICAL SERVICE ENTRANCE GROUNDS SHALL BE INTERCONNECTED TO ONE LIGHTNING PROTECTION GROUND OR WATER PIPE. 10. BOND ALL METALLIC PIPES INCLUDING WATER, FIRE, GAS, SEWER, STORM, ETC. WHICH ENTER THE STRUCTURE TO THE NEAREST DOWNLEAD, GROUND ROD OR GROUND LOOP. 11. BARE COPPER LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM ROOF OR SIDING OR OTHER ALUMINUM SURFACES AND VICE VERSA, ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER ROOFING OR COPPER SIDING OR OTHER COPPER SURFACES. 12. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A NEAT AND INCONSPICUOUS MANNER SO THAT ALL COMPO- NENTS WILL BLEND IN WITH THE APPEARANCE OF THE BUILDING. 13. EACH INDIVIDUAL ITEM OF THE LIGHTNING PROTECTION SYSTEM LAYOUT HAS NOT BEEN DESIGNATED BY A DETAIL TYPE. THE ITEMS LABELED TYPICAL ARE TYPICAL FOR SIMILAR AREAS & CONDITIONS WHICH OCCUR THROUGHOUT THE SYSTEM LAYOUT. 14. BOND DOWN CONDUCTORS TO TOP AND BOTTOM OF STRUCTURAL STEEL COLUMNS OR TO REBARS OF CONCRETE COLUMNS WHERE DOWN CONDUCTORS ARE INSTALLED ADJACENT TO COLUMNS. 15. BOND ALL METALLIC SERVICE ENTRANCE CONDUIT AND PIPE TO THE LIGHTNING PROTECTION SYSTEM. 16. BOND NEW SYSTEM TO EXISTING SYSTEM IF APPLICABLE. 17. ALL CATALOG NUMBERS INDICATED ARE THOSE OF A -C LIGHTNING SECURITY, INC. 18. ADHESIVE ATTACHMENT OF LIGHTNING PROTECTION DEVICES SHALL BE BY AN ADHESIVE WHICH FUSES WITH THE ROOF STRUCTURE. ATTACHMENT MUST BE STRUCTURALLY SOUND TO THE POINT WHERE REMOVAL WOULD CAUSE DESTRUCTION OF THE ROOF ASSEMBLY. NO. A222-1/2" X 12" ALUMINUM POINT REFER TO LAYOUT AND GENERAL NOTE '8' FOR LOCATION. POINT TO EXTEND A MINIMUM OF 10" ABOVE TOP OF EQUIPMENT. NO. A316 /p" ALUMINUM VENT POINT BASE SECURE WITH FOUR NO. S847-210 X 1" STAINLESS STEEL SHEET METAL SCREWS. 6 EQUIPMENT AIR TERMINAL NOT TO SCALE ELECTRICAL LEGEND YMBO DESCRIPTION HEIGHT TO CENTERLINE YMBO DESCRIPTION REMARKS "EIGHT o CENTERLIN LION LION SECURITY SYSTEM �1 CONDUIT CONCEALED IN WALL OR CEILING RP KEYPAD CONDUIT CONCEALED IN FLOOR (OR BELOW GRADE ON SITE PLAN) *k 2 CARD READER CONDUIT EXPOSED ON WALL OR CEILING S FLUSH MOUNTED INTERCOM HOMERUN CONDUIT ® REMOTE RELEASE z %-'*Io CONDUIT TURNING UP 5 INFANT SECURITY DEVICE CONDUIT TURNING DOWN 0 _ SURFACE MOUNTED INCANDESCENT OR HID LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT ¢� SURFACE MOUNTED INCANDESCENT OR HID LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT J U) SURFACE MOUNTED INCANDESCENT OR HID LIGHT FIXTURE CONN. TO LIFE SAFETY BRANCH W� RECESSED INCANDESCENT OR HID LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT z0O O ® RECESSED INCANDESCENT OR HID LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT F- Q FIRE ALARM SYSTEM RECESSED INCANDESCENT OR HID LIGHT FIXTURE CONN. TO LIFE SAFETY BRANCH wQm Q SURFACE MOUNTED WALL INCANDESCENT OR HID LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT L I FLASHING LIGHT 80" KD SURFACE MOUNTED WALL INCANDESCENT OR HID LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT 00 L CHIME/FLASHING LIGHT COMBINATION 80" SURFACE MOUNTED WALL INCANDESCENT OR HID LIGHT FIXTURE CONN. TO LIFE SAFETY BRANCH L e BELL/FLASHING LIGHT COMBINATION 80" F0 RECESSED WALL INCANDESCENT OR HID LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT EIQ HORN/FLASHING LIGHT COMBINATION 80" RECESSED WALL INCANDESCENT OR HID LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT F MANUAL PULL STATION 46" RECESSED WALL INCANDESCENT OR HID LIGHT FIXTURE CONN. TO LIFE SAFETY BRANCH C -D (7 FD s­sj DUCT -SMOKE DETECTOR (SUPPLY) z Z 0 MiSURFACE MOUNTED FLUORESCENT LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT osR DUCT -SMOKE DETECTOR (RETURN)® SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT J Q D SMOKE DETECTOR CEILING ® SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE CONN. TO LIFE SAFETY BRANCH � Z Q ® RECESSED FLUORESCENT LIGHT FIXTURE ON NORMAL BRANCH CIRCUIT s -D DUCT -SMOKE DETECTOR (DAMPER) OR (EXHAUST) ® ® RECESSED FLUORESCENT LIGHT FIXTURE ON LIFE SAFETY BRANCH CIRCUIT -FD L DUCT -SMOKE DETECTOR INDICATOR LIGHT (WALL MOUNTED 10"BELOW CEILING) Ld ® RECESSED FLUORESCENT LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT r+D]SMOKE AUTOMATIC HEAT DETECTOR (RATE OF RISE TYPE) C� SURFACE MOUNTED FLUORESCENT FIXTURE CONNECTED TO NORMAL BRANCH CIRCUIT AS NOTED sosSYSTEM CONNECTED SMOKE DETECTOR CEILING C� SURFACE MOUNTED FLUORESCENT FIXTURE CONNECTED TO CRITICAL BRANCH CIRCUIT AS NOTED s�SYSTEM CONNECTED SMOKE DETECTOR FOR FIREMAN'S RECALL CEILING ® SURFACE MOUNTED FLUORESCENT FIXTURE CONNECTED TO LIFE SAFETY BRANCH CIRCUIT AS NOTED so DAMPER 18" ® EXIT LIGHT, CEILING MOUNTED off SMOKE DOOR HOLDER 6'-0" 1-0 EXIT LIGHT, WALL MOUNTED Ts TAMPER SWITCH TWO HEAD BATTERY POWERED EMERGENCY EGRESS LIGHT FL FLOW SWITCH CEILING EE REMOTE EMERGENCY BATTERY PACK sF DWELLING UNIT FIRE SPEAKER "5" LIGHTING FIXTURE TYPE DESIGNATION -SEE LIGHTING FIXTURE SCHEDULE L FLASHING LIGHT SPEAKER SIGNAL STATION 80" -0 AREA OR STREET LIGHT FIXTURE FACP CONTROL PANEL ® FACTORY WIRED CONTROLLER OR EQUIPMENT CONNECTION, FBO.(DISCONNECTS FBE AS REQUIRED) FAPc PULL CABINET ® MOTOR CONTROLLER OR CONTACTOR, F.B.O. W/DISCONNECT, F.B.O. W/EQUIPMENT FAA REMOTE ANNUNCIATOR 8 COMBINATION MOTOR STARTER DISCONNECT FR FIRESTAT Im DISCONNECT SWITCH, NON -FUSIBLE Flu CENTRAL PROCESSING UNIT -O DISCONNECT SWITCH, FUSIBLE FACC COMMAND CENTER -m wP DISCONNECT SWITCH, NON -FUSIBLE RT DENOTES NEMA -3R FAsr TRANSPONDER 4= wP DISCONNECT SWITCH, FUSIBLE RT DENOTES NEMA -3R Q FIRE ALARM SPEAKER `CK MOTOR CONNECTION WITH APPROXIMATE HORSE -POWER SHOWN E.a,L. END OF LINE DEVICE sv SOLENOID VALVE c FIRE ALARM CONTROL MODULE, ADDRESSABLE Q PHOTO -ELECTRIC SWITCH M FIRE ALARM MONITOR MODULE, ADDRESSABLE rc ON-OFF TIME CLOCK PRESSURE SWITCH Ps PRESSURE SWITCH FT FLOAT SWITCH FL FLOW SWITCH R RELAY TR TRANSFORMER ® WATER HEATER Ls LIMIT SWITCH Q JUNCTION BOX Pa PULL BOX LIGHTING PANELBOARD ® MAIN SWITCHBOARD OR DISTRIBUTION PANEL ® ENCLOSED CIRCUIT BREAKER S SINGLE POLE SWITCH -(IVORY) 46" S2 TWO POLE SWITCH -(IVORY) 46" S3 THREE-WAY SWITCH -(IVORY) 46" S4 FOUR WAY SWITCH -(IVORY) 46" So SINGLE POLE DIMMER SWITCH 46" So3 THREE-WAY DIMMER SWITCH 46" MI=LLANEOUS Sr THERMAL MOTOR SWITCH-(FBE) 46" MCA MEDICAL GAS ALARM STwP THERMAL MOTOR SWITCH, WEATHERPROOF-(FBE) 46" LPA LINE PRESSURE ALARM STP THERMAL MOTOR SWITCH, WITH PILOT LIGHT (FBE) 46" RCA REMOTE GENERATOR ANNUNCIATOR SK KEY OPERATED SWITCH 46" 6BA BLOOD BANK ALARM Sp SINGLE POLE SWITCH WITH PILOT LIGHT 46" Swp SINGLE POLE SWITCH, WEATHERPROOF 46" $o SINGLE POLE DIMMER SWITCH ON CRITICAL BRANCH CIRCUIT (RED) 46" $n3 THREE-WAY DIMMER SWITCH ON CRITICAL BRANCH CIRCUIT (RED) 46" $ic VARIABLE INTENSITY CONTROL, F.B.O. WITH FIXTURES - SEE O.F.E. BROCHURE FOR INSTALLATION SEE DETAIL BOTTOM 46" $ SINGLE POLE SWITCH ON CRITICAL BRANCH CIRCUIT (RED) 46" DOUBLE POLE SWITCH ON CRITICAL BRANCH CIRUIT (RED) 46" $3 THREE-WAY SWITCH ON CRITICAL BRANCH CIRUIT (RED) 46" $p SINGLE POLE SWITCH WITH PILOT LIGHT ON CRITICAL BRANCH CIRCUIT 46" $T IIINITERVAL TIMER CONTROLLER 6- SINGLE RECEPTACLE, AMPERAGE, VOLTAGE, NEMA CONFIGURATION AS REQUIRED BY EQUIP. SUPPLIER OR AS NOTED 18" 07= 120V. DUPLEX RECEPTACLE (IVORY) 18" E 120V. DUPLEX RECEPTACLE ON CRITICAL BRANCH CIRCUIT (RED) 18" 6� 120V. DUPLEX RECEPTACLE ABOVE COUNTER (IVORY) AS SPECIFIED ABBREVIATIONS @o.E 120V. DUPLEX RECEPTACLE ABOVE COUNTER ON CRITICAL BRANCH CIRCUIT (RED) AS SPECIFIED AFF ABOVE FINISHED FLOOR 0 --TV 120V. DUPLEX RECEPTACLE FOR TV POWER (IVORY) AS 46TED AFG ABOVE FINISHED GRADE 6" TO CENTERLINE BELOW FINISH CEILING ABV MOUNT ABOVE COUNTER Q= 120V. QUADRAPLEX RECEPTACLE -(IVORY) 18" ABC ABOVE CEILING Q --E 120V. QUADRAPLEX RECEPTACLE ON CRITICAL BRANCH CIRCUIT -(RED) 18" EDF ELECTRIC DRINKING FOUNTAIN 4)-- 120V. QUADRAPLEX RECEPTACLE -(IVORY) AS SPECIFIED FBE FURNISHED•& INSTALLED BY ELECTRICAL CONTRACTOR 4D --E 120V. QUADRAPLEX RECEPTACLE ON CRITICAL BRANCH CIRCUIT -(RED) AS SPECIFIED FBO FURNISHED BY OTHERS, INSTALLED' BY ELECTRICAL CONTRACTOR @S 120V. DUPLEX RECEPTACLE -SAFETY TYPE -(IVORY) 18" GND GROUND O=SE 120V. DUPLEX RECEPTACLE ON CRITICAL BRANCH CIRCUIT -SAFETY TYPE -(RED) 18" UON UNLESS OTHERWISE NOTED @-S 120V. DUPLEX RECEPTACLE -SAFETY TYPE -(IVORY) AS SPECIFIED WH WATER HEATER @-SE 120V. DUPLEX RECEPTACLE ON CRITICAL BRANCH CIRCUIT -SAFETY TYPE -(RED) AS SPECIFIED WP WEATHER RESISTANT RECEPTACLE 9- SINGLE RECEPTACLE -TWISTLOCK TYPE (120V. -20A. UNLESS OTHERWISE SPECIFIED) 18" GFI@= GROUND FAULT TYPE RECEPTACLE -(IVORY) AS SPECIFIED GFI&=E GROUND FAULT TYPE RECEPTACLE ON CRITICAL BRANCH CIRCUIT -(RED) AS SPECIFIED GFiC=w GROUND FAULT RECEPTACLE WEATHERPROOF AS SPECIFIED E Q 120V. SQUARE OR ROUND FLOOR BOX WITH (1) DUPLEX RECEPTACLE -(IVORY) FLOOR BOX F±1E OE 120V. SQUARE OR ROUND FLOOR BOX WITH (1) DUPLEX RECEPTACLE CRITICAL -(RED) FLOOR BOX @c=P 120V. DUPLEX RECEPTACLE PREWIRED IN PRE -FAB PARTITION (FBO) Q- SINGLE RECEPTACLE NON -EXPLOSION PROOF (HUBBELL 23000 HG) BOTTOM 61" ® DUPLEX RECEPTACLE 20 AMP 120 VOLT 18" ®E DUPLEX RECEPTACLE ON CRITICAL BRANCH CIRCUIT 20 AMP 120 VOLT -(RED) 18" ® . DUPLEX RECEPTACLE 20 AMP 120 VOLT -(MOUNTED ABOVE COUNTER) 46" ®E DUPLEX RECEPTACLE 20 AMP 120 VOLT -(MOUNTED ABOVE COUNTER) ON CRITICAL BRANCH CIRCUIT (RED) 46" @-SR DUPLEX RECEPTACLE AND SINGLE POLE SWITCH UNDER COMMON PLATE @r=wF WEATHERPROOF DUPLEX RECEPTACLE -w- WIREMOLD PLUGMOLD •3000 WITH HUBBELL 5252 DUPLEX RECEPTACLES ON 24" ON CENTER 46" CH PUSHPAD FOR AUTOMATIC DOORS (F.B.O.) NO. A516 ALUMINUM PARALLEL CABLE SPLICER O NO. A100 ALUMINUM CABLE NO. A142 ALUMINUM SECONDARY NO. A100 BONDING CABLE ALUMINUM CABLE 0. A516 ALUMINUM O PARALLEL COMBINATION CABLE TO WIRE SPLICER nF TYPICAL NOT TO SCALE CABLE SPLICERS 11 I.C.Thomasson ICT Assoclatm inc. Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 FIM I Z N F Q Q. Z IY 0 W J 0 Z W D 0 U I N ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ELECTRICAL - LEGEND 120319E000.DGN 000 11/07/2012 co 0 Co r` ti 4t: � v u.i *k = w � J w w z z V ~ 0 _ �~ ¢� Q J U) W� 0 z0O O F- Q LL ZOO Z wQm Q D 00 W LL w ww ww ZZ C -D (7 z Z w J Q U U � Z Q U = U ww w2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ELECTRICAL - LEGEND 120319E000.DGN 000 11/07/2012 M I 0 1 E !}` 1 i ..::::::::::::::::::::JI.; . I11 ~ t .�i I FJ i 1 �i I .. E :::::• :::^:`: - - ....:....._..;,,,,.::^:`::^•::::......:...:....:..:...................::•••m:::::^..,,,,.-- - 1111... .. 1111 .. ..... .. 1111. 1111. ... ... ........ .. ... ... .. .. ... .. ... ............... 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E _ t, \ I 1 £ € E I I ...E --i-IL== _............. -` i, t. ... , € I E t i E t I -.-_ .---._ 1111_ �.... 11-11. ,.-.--. .-1111. ._^_ 1111,,. 1111_.. 1111... -.. 1111... 1111.._ ...--.. _.-.. ._ 1111-_._ 1111._ 1111_ ..M,... _.._ ..v,._., _._ _ 1111... ,._-_. .. -'---- 11---.. I 4 i,, !a 2 11 nm 1.C.Thomasson ICT Assoclatas, enc. 0 Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 DEMOLITION NOTES: A. CONTRACTOR TO REFER TO ELECTRICAL LEGEND FOR DESCRIPTION OF EXISTING .ELECTRICAL ITEMS SHOWN ON DEMOLITION DRAWINGS. B. CONTRACTOR TO REMOVE ALL EXISTING ELECTRICAL EQUIPMENT FROM EXISTING WALLS BEING REMOVED UNDER THIS CONTRACT. ALL EXISTING CONDUIT AND W [RING FEEDING ELECTRICAL EDU I PMENT TO BE REMOVED T M AT A R W. OR ER 1N ED S DESC [BED BELO 1. CONDUIT FEEDING EOU[PMENT FROM SLAB TO BE CUT OFF BELOW SLAB AND ABANDONDED WITH HOLE IN SLAB BEING PATCHED BACK TO MATCH EXISTING. TF PM TFRMA RPP 2 CONDUI EEDING EOUI EN 0 ROVED 0 ED CEILIN T G 0 T A RMV A T R AMA BE DISCONNEC ED ND E 0 ED B CK 0 SOU CE D GE TO CEILINGS TO BE REPLACED OR REPAIRED TO MATCH EXISTING. 3. CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL EXISTING FEED -THROUGH CIRCUITRY .WHERE EXISTING ELECTRICAL E(lU[PMENT HAS BEEN REMOVED FROM MIDPOINT. OF CIRCUIT. NEW WIRE TO BE PULLED THE ENTIRETY OF CLRCUIT. C. EXISTING CIRCUIT BREAKERS FEEDING EXISTING LIGHTING. RECEPTACLES, OR EGlUIPMENT, WHERE ENTIRE CIRCUIT HAS BEEN REMOVED. TO BE LABELED "SPARE". REUSE "SPARE" CIRCUIT BREAKERS WHERE NOTED ON DRAWINGS. D. ALL EXISTING WALLS. CEILINGS, FLOOR SLABS, ETC., BEING CUT OR DAMAGED R TH NTRA T T PATH A K T MATH X ST N F N H UNDE I S CO C 0 BE C ED B C 0 C E I I G I I S 8 FIRE PROTECTION RATING. E. ALL EXISTING LIGHTING FIXTURES BEING RELOCATED TO BE TAKEN DOWN, CLEANED. BALLASTS. LENSES AND LAMPS REPLACED AS REQUIRED; AND RELOCATED WHERE SHOWN ON LIGHTING PLANS. F . ALL EXISTING LIGHTING FIXTURES RECEPTACLES SWITCHES, ETC.. BEING REMOVED AND NOT BEING RELOCATED TO BE CLEANED AND TURNED OVER TO THE OWNER'S REPRESENTATIVE. G. CONTRACTOR TO MAINTAIN THE INTEGRITY OF .ALL. EXISTING CIRCUITRY TO REMAIN. TR PM NT H WN FR M R NA NTRA T M NT H A ELEC ICAL EC1UI E S 0 1S 0 0 IGI L CO C DOCU E S LL AND IS TO BE USED AS GUIDE FOR POSSIBLE EQUIPMENT LOCATIONS. CONTRACTOR TO FIELD VERIFY FOR EXACT LOCATIONS AND QUANTITIES. GENERAL NOTES A. REFER TO ARCHITECTURAL PLANS FOR . ADDITIONAL SCOPE. EXISTING CORRIDOR FIR B. REMOVE EX S G CO DO E ALARM NOTIFICATION DEVICES IN AREAS OF WORK AND REPLACE WITH NEW DEVICES AS INDICATED ON NEW WORK SHEET. NOTES: 0 1. DASHED LINES INDICATE ITEM TO BE DEMOLISHED. REMOVE ALL ASSOCIATED ELECTRICAL ITEMS BACK TO SOURCE PER GENERAL DEMOLITION NOTES. TYPICAL. 2. HATCHED AREA INDICATES APPROXIMATE AREA OF CEILING WORK. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SCOPE. REMOVE ASSOCIATED ELECTRICAL ITEMS BACK TO SOURCE PER DEMOLITION NOTES. 3. CEILING TO BE REMOVED / DEMOLISHED IN THIS SPACE. REMOVE EXISTING LIGHTS. ALL OTHER CEILING MOUNTED DEVICES SHALL BE REINSTALLED IN NEW CEILING AS REQUIRED. 4. CEILING TO BE REMOVED / DEMOLISHED IN THIS SECTION OF. CORRIDOR. REMOVE EXISTING LIGHTS AND SMOKE DETECTORS. ALL OTHER CEILING MOUNTED DEVICES SHALL BE REINSTALLED IN NEW CEILING AS REQUIRED. ELECTRICAL - FLOOR PLAN -DEMOLITION 0 4 8 I6 I . I M r7>M==11€ ARCHITECTURE Wtk'1 PLANNING Q_- ' ; INTERIOR DESIGN FA 1 a W IXW M 0 o z Lyman Davidson Dooley, Inc. 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 if Iddi-architects.com ATLANTA NASHVILLE TAMPA zil � � � CENTRAL FL "JWar :; REGIONAL o� � t . HOSPITAL €iii *.,==tt=>t==_t=t�1 1401 W SEMINOLE BLVD Z � �, . SANFORD, FL 32771 P, i ELECTRICAL - FLOOR PLAN - DEMOLITION 120319E001.DGN 212022.00 JRC FJM 001 11/07/2012 I - w (n F_- 2 w w IZ M C Co t- *r.. *� , ui ti � cl�* . = W . C7a- W J W w Z Z v. O _ E k CL l- 2 I" . I-2 Q 3Q Q - � _ _; Z�Z ,� � LL O W" � O oO w 01-9 F_ og.pw CD i U_ Z P � �- Z r I Q Caw m ( (n �w CO Q r � Q oL 2 f 4.x 6o o w L LL W tY wW w w Z 3Z Zw . w J J Q UZ EEQ F- 3:LLI UV w � zil � � � CENTRAL FL "JWar :; REGIONAL o� � t . HOSPITAL €iii *.,==tt=>t==_t=t�1 1401 W SEMINOLE BLVD Z � �, . SANFORD, FL 32771 P, i ELECTRICAL - FLOOR PLAN - DEMOLITION 120319E001.DGN 212022.00 JRC FJM 001 11/07/2012 I - w (n F_- 2 w w IZ M EAR M1 ON I I N I 17 I I LUbomasson Assoclat0 esinc. Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 w OR 2 ARCHITECTURE LU PLANNING INTERIOR DESIGN W zow < cc 1 � 0, 0!0! WIZ z m Wkk Z.� 0 WK -11.10 Z'- JIM 0 0, e1:1"i RE-, ".."I g Lyman .. � 111 Z*k 0- M co ig Davidson n�NMN �--'EMN�.0 Dooley, Inc. &I WE 209 10th Avenue South Z3'; Suite 327, Cummins Station Nashville, TN 37203 220 615.244.7399 t 615.244.6697f 0 1 cts.co rch te rn 'n 'Iddi a I RK G", Va., ATLANTA`11� NASHVILLE TAMPA 0 W z < N Ur Z910: 0 01a. z ... 0 1 .......... 111401I. -S 1 -gg co 0<_;;::;:::;a Uj I - w 0 i0kmfl il ..... .... Uj E 0 -Ea z '.0 LU z Z 2%P'� 2-P 0 0 % M C L —j U) Lul 0 LL 0 3: 0z z c) N Z z 0 0 W ..E 0 0 F- c g 0 LL r cn 0 Z SQ NOTES: 0 w < 0 cc 12 U) LU < < 1 SWITCH FOR CONTROL OF EXAM FUNCTION IN 00 MULTIFUNCTION LIGHT. ww -i U. U- 0 w w w 2. READING AND AMBIANT FUNCTIONS OF MULTIFUNCTIONz Uj FIXTURE TO BE CONTROLLED VIA NURSE CALL SYSTEM AS REQUIRED. 001111", '. z z w w 3. SCOPE OF WORK IS REPLACEMENT OF EXISTING C-) FIXTURES. UTILIZE EXISTING CIRCUIT AND SWITCHINGz < PREVIOUSLY SERVING THE AREA AS REQUIRED.L) X W C) _j 4. PROVIDE NEW FIXTURES AND SWITCHES. UTILIZE 0 W EXISTING CIRCUIT PREVIOULSY SERVING AREA AS 0 REQUIRED. 5. UTILIZE LIFE SAFETY LIGHTING CIRCUIT PREVIOUSLY w SERVING CORRIDOR LIFE SAFETY LIGHTING FIXTURES J :CENTRAL F L REGIONAL 0 HOSPITAL 6. UTILIZE NORMAL POWER LIGHTING CIRCUIT PREVIOUSLY 00 1401 W SEMINOLE BLVD SERVING CORRIDOR. z SANFORD, FL 32771 01; ............ k.. 7. SCOPE OF WORK IS REPLACEMENT OF EXISTING FIXTURES. UTILIZE EXISTING CIRCUIT, PROVIDE NEW SWITCHING AS INDICATED. 1UH M1 M am a I I I � I . i -- .X �� � III 11 --11 vil - . . — . . ---'—t-.,." . : . � q 1: 1!1 1�v -1 11.11 t I t ..................... M I I . . I ,. . . . . t � — � ---- I ............................................................................... ........ � .......... - ... � ................. � ... � .................................................. % � i . t , . I � I � P<- I ......................... t — � , - l : I .. I'll, : . - ........................... — . I -11 I . . - ...... i I � L-/1 I � ::::::::::::::: ... � ;. 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COORDINATE EXACT LOCATION OF FSD'S WITH MECHANICAL DRAWINGS. I EXISTING MAIN — ROOF CONDUCTOR I LUbomasson ICT Assodates,lnc. O Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 m -- MECHANICAL THIRD FLOOR PLAN NEW WORK 0 4 8 1(0 7- & T-2ECD USPENDED) 0--*� ARCHITECTURE .. . . . . . . . . . . . . . . . . . . . . PLANNING. &J' INTERIOR DESIGN 011 Lyman an W�-1.111. Davidson Dooley, Inc. ..... ...... -- - - - - - - - - - - - - - - - - - - - M-3.mW .,M, 3m. - 0k"N, 209 10th Avenue South -� ' Suite 327, Cummins Station Nashville, TIN 37203 615.244.7399 t 615.244.6697 f W,.�� . . . . . . ..... rchitects.com 1211312?, ATLANTA NASHVILLE 12WTAMPA of Co Z, ti uj IL 01, B 0.. 111 (D w z z Z U) Z C 0 NOW lmm 1Q CL O U) > so LL 0 z 0 z Z00 — W 0. -�V C g - allg 0 0 Jr. LIL -millli g1::::N1 — z U)- F- U) z 0 0 < LLI w Z 0m m Ly- < Ix 0 0 LL LL W w w Z "W" Z (D Z z w W z < U= LU 0 0 . . . . . . . . . . . . . . . . . . . . . – _j K w 2W 0 VNRO V-1 CENTRAL FL REGIONAL HOSPITAL OR 1401 W SEMINOLE BLVD Z�!Ii ,W. SANFORD, FL 32771 PANEL: 2E OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAI NSC A) : MLO CONT I NUOUS(A) : 150 LOCATION: DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3 -Phase 4 -Wire BUS SC RATING(A) 10000 FED FROM: VOLTAGE: 208/120 FAULT CURRENT(A): 1649 INCIDENT ENERGY: 0.00 J/cm2 @ 0. 00(mm) BOUNDARY: 0. 00( mm) PPE Category: OC NOTES DESCRIPTION DEMAND VA CKT PHASE LOADS VA CKT VA DEMAND DESCRIPTION NOTES OC AMPS P 4 -Wire BUS SC RATING(A) CODE FED FROM: STD 01-0.5 Seconds .1 lot In) ST' A' B C 3-12 x Pl 5.0 (4000A) Illo OR tom) CODE Plug 0.0 A InterruptingRoting 65.0 kA Sensor Trip 800.0 A Plug 800.0 A AMPS P 20 1 9728 Rec- Roof REC 180 1 900 2 720 REC Rec- Pat. Rm 275 U (5Dk) I�FO�U0 13 Sa 20 1 15 1 NOTES KEF-1 MOTOR 700 3 1413 4 720 REC Rec- Pat. Rm 274 DEMAND 20 1 20 1 NOTES Hood ED 240 5 960 6 720 REC Rec- Pat. Rm 273 A B C 20 1 20 1 ) 2DelrCicD Rec- Corridor REC 720 7 1440 8 720 REC Rec- Pat. Rm 272 RTU -1 20 1 20 ] 33200 Rec- Pat. Rm. 287 REC 720 9 2160 10 1440 REC Rec- Pat. Beds 274,275 20 1 20 1 460 Rec- Pat. Rm. 288 REC 720 11 2160 12 1440 REC Rec- Pat. Beds 272,273 20 1 20 1 48 Rec- Pat. Rm. 289 REC 720 13 1800 14 1080 REC Rec- Pat. Rms. 274,275 20 1 20 1 3 SETS, EA. 4.300MCM,1.2/OG,3"C Rec- Pat. Rm. 290 REC 720 15 1800 16 1080 REC Rec- Pat. Rms. 272,273 20 l 20 1 SPACE ❑0 Rec- Pat. Rm. 291 REC 720 17 1440 18 720 REC Rec- Pat. Rm 284 54 20 I 20 1 •0 Rec- Pat. Rm. 292 REC 720 19 1440 20 720 REC Rec- Pat. Rm 285 5 SETS,EA.4.500MCM,1.250MCMG,3-1/2"C 20 1 20 1 287,288 Rec- Pat. Beds REC 1440 21 2160 22 720 REC Rec- Pat. Rm 286 150 20 1 20 1 289,290 Rec- Pat. Beds REC 1440 23 2880 24 1440 REC Rec- Pat. Beds 284,285 20 1 20 1 291,292 Rec- Pat. Beds REC 1440 25 2160 26 720 REC Rec- Pat. Bed 286 20 1 20 1 287, 288, 289 Rec- Pat. Rms. REC 1080 27 2160 28 1080 REC Rec- Pat. Rms. 284, 285, 286 20 l 20 1 290,291,292 Rec- Pat. Rms. REC 1080 29 1440 30 360 REC Rec- PT/OT •• 20 1 30 2 - Dryer REC 4400 31 2740 32 540 REC Rec- PT/OT 20 1 •• •• Space - 33 2740 34 540 REC Rec- Bedroom 0 20 1 40 2 Only Range REC 9100 35 5510 36 960 ED Rec- Ref. Bedroom - 20 1 •• 22 •• - - 37 5750 38 1200 REC Rec- Washer 20 1 20 1 Ltg- Rms, Day, PT LTS NON 1430 39 2730 40 1300 REC Rec-Microwave BR 20 l 20 1 Ltg- Pat. Rms. LTS NON 1260 41 2000 42 740 REC Rec- Dishwasher 20 1 20 1 82.70 Spare SPARE 0 43 0 44 0 SPARE Spare 70.30 20 1 20 1 27566.7 Spare SPARE 0 45 0 46 0 SPARE Spare 27566.7 20 ] 20 1 DESIGN Spare SPARE 0 47 0 48 0 SPARE Spare 20 1 20 1 Spare SPARE 0 49 0 50 0 SPARE Spare 20 1 20 1 Spare SPARE 0 51 0 52 0 SPARE Spare 20 l 20 1 Spare SPARE 0 53 0 54 0 SPARE Spare 20 1 20 1 Spare SPARE 0 55 0 56 0 SPARE Spare 20 1 20 1 Spare SPARE 0 57 0 58 0 SPARE Spare 20 1 20 1 Spare SPARE 0 59 0 60 0 SPARE Spare 20 1 ALL CONNECTED KVA 3P AVE AMPS x PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 47. 78 132.6 x A -N 16230.0 135. 1 CONNECTED 47.78 DATE: Nov 14, 2012 TOTAL DEMAND 19-96 55.4 x B -N 15157.7 126.2 DEMAND 19-96 TIME: 11: 15: 29 TOTAL DESIGN 19.96 55.4 x C -N 16390.0 136.5 DESIGN 19.96 PANEL: 3ED LOCATION: DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3 -Phase 4 -Wire BUS SC RATING(A) 10000 OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 OC MAINS(A): MLO DESCRIPTION C❑NTINU❑US(A): 250 LOCATION: DeviceVoltage 600 V DEVICE FAMILY: Bolt On MOUNTING: Surface T pe KC Settings WIRING: 3 -Phase 4 -Wire BUS SC RATING(A) 35000 FED FROM: STD 01-0.5 Seconds .1 lot In) ST' InterruptingRatin% 65.0 kA Sensor/ 250.0 A 3-12 x Pl 5.0 (4000A) Illo OR tom) VOLTAGE: 480/277 Plug 0.0 A InterruptingRoting 65.0 kA Sensor Trip 800.0 A Plug 800.0 A AMPS P FAULT CURRENT(A): 9728 INCIDENT ENERGY: 0.00 J/cm2 @ 0. 00(mm) QtyPerPhose 1 QtyPerPhose 1 BOUNDARY: 0. 00(mm) Length 25.0 It PPE Category: Rec- Pat. Rm. 275 U (5Dk) I�FO�U0 13 Sa 20 1 OC NOTES HVAC Boxes DESCRIPTION DEMAND VA CKT PHASE LOADS VA CKT REC VA DEMAND DESCRIPTION 20 1 NOTES DC AMPS P 360 5 900 6 CODE I Rec- Pat. Rm. 273 A B C 20 1 20 1 ) 2DelrCicD CODE REC 360 7 900 AMPS P 80 3 REC Rec- Pat. Rm. 272 RTU -1 20 1 MOTOR 33200 1 25467 2 43200 MOTOR SAF 540 REC Rec- Pat. Rm. 284 90 3 " •• 20 1 460 •• REC 720 - 3 25467 4 REC - QtyPerPhose 1 20 1 20 1 48 Rec- Nurse Support REC •• 13 1440 •• 540 REC - 5 25467 6 3 SETS, EA. 4.300MCM,1.2/OG,3"C - REC "" 15 1260 16 "• 3 Rec- Pat. Rm. 287 1005 Space Only SPACE ❑0 Rec- Pat. Rms. 7 2100 8 .1880 6300 MOTOR RAF Rec- Pat. Rm. 288 54 20 1 15 3 •0 Rec- Pat. Rms. LTS NON 1000 19 1540 - 9 2100 10 5 SETS,EA.4.500MCM,1.250MCMG,3-1/2"C 20 1 20 1 2.1/0,1.6G,1 -1/4"C Rec- Pat. Rms. LTS NON 1000 •• 22 540 •• Rec- Pat. Rm. 290 150 - 11 2100 12 LTS NON - 23 1540 24 540 REC Rec- Pat. Rm. 291 3 20 1 20 1 Space Only SPACE 00 500 13 0 14 540 0 SPACE O Space Only 20 1 0 3 •0 990 27 1230 28 240 - 15 0 16 20 1 - LCP GEN 360 29 360 •• SPARE Spare •• 20 1 20 1 - 17 0 18 31 - 32 0 SPARE Spare 20 1 0 3 Spare Space Only SPACE 0 0 19 0 20 Spare 0 SPACE 0 Space Only Spare SPARE "0 3 •• 0 36 •• SPARE Spare - 21 0 22 Spare - 0 37 0 38 0 SPARE •• 20 1 •• Spare - 23 0 24 40 - SPARE Spare 20 1 20 1 ALL CONNECTED KVA 3P AVE AMPS x PHASE TOTALS VA AMPS 0 BUS TOTALS KVA 20 1 TOTAL CONNECTED 82.70 99.5 x A -N 27566.7 99.5 CONNECTED 82. 70 DATE: Nov 14, 2012 TOTAL DEMAND 70.30 84.6 x B -N 27566.7 99.5 DEMAND 70.30 TIME: 11: 15:29 TOTAL DESIGN 70-30 84.6 x C -N 27566.7 99.5 DESIGN 70.30 m EXIST ATS EA2 METERED LOAD E DesignLood 16.13 kVA DemandLoodCategory EXISTING EXIST ATS CL METERED LOAD E DesignLoad 57.88 kVA Demand LoadCategory EXISTING elc ) EXIST GENERATOR RatedVoltoge 480 V Rated kW 700.0 kW EXIST NES FDR CableSize 600 AWG/kcmil QtyPerPhose 3 Length 45.0 It EI EXIST NEQH METERED LOAD DesignLood 292.50 kVA DemandLoodCategory EXISTING �N EXIST ATS E02 EXIST NEQH FDR CableSize 600 AWG/kcmil QtyPerPhose 1 Length 15.0 It EXIST NEQH (800A) SystemNominallVoltage 480.0 V 1lilsymRMS 3P 29938.52 A X/R Pos 4.21 DesignLoad 362.68 kVA DeviceValoge 600 V Monufocturer SQUARE D TSD. Po erpod, J-Frorne settings Curve S`ad1 li N51 Model U) 10 251 lideffupt'ngRoG 35.0 kA 00 O rA 250 A E g PANEL: 2ECD ❑C DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): MLO C❑NTINUOUS(A): 100 LOCATION: DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3 -Phase 4 -Wire BUS SC RATING(A) 10000 EXIST NES (1200A) SystemNom nolVoltage 480.0 V InitSymRMS 3P 6907.24 A INCIDENT ENERGY: 0.00 J/cm2 @ 0. 00( mm) BOUNDARY: 0.00(m I m) PPE Category: OC X/R Pos 17.19 DESCRIPTION DesignLood 533.84 kVA EXIST ATS EQ2 BKR E ) EXIST ATS EC2 BKR E DeviceVoltage 600 V DeviceVoltage 480 V Manufacturer SQUARE D Manufacturer SQUARE D T pe MX, Micrologic T pe KC Settings Settings LTPU 0.5-1.0 x P) 1.0 (800A) Thermal Curve LTD (�-24 Sec. 24 INST HI (2500A) STPU ((2-10 x P) 6.0 4800A) Frame/Model KG STD 01-0.5 Seconds .1 lot In) ST' InterruptingRatin% 65.0 kA Sensor/ 250.0 A 3-12 x Pl 5.0 (4000A) Illo OR tom) Frame�Mlodel Mk Plug 0.0 A InterruptingRoting 65.0 kA Sensor Trip 800.0 A Plug 800.0 A AMPS P EXIST ATS E02 FDR E EXIST ATS EC2 FD E CobleSize 600 AWG/kcmil CableSize 250 AWG/kcm. l QtyPerPhose 1 QtyPerPhose 1 Lenglh 25.0 It Length 25.0 It EI EXIST NEQH METERED LOAD DesignLood 292.50 kVA DemandLoodCategory EXISTING �N EXIST ATS E02 EXIST NEQH FDR CableSize 600 AWG/kcmil QtyPerPhose 1 Length 15.0 It EXIST NEQH (800A) SystemNominallVoltage 480.0 V 1lilsymRMS 3P 29938.52 A X/R Pos 4.21 DesignLoad 362.68 kVA DeviceValoge 600 V Monufocturer SQUARE D TSD. Po erpod, J-Frorne settings Curve S`ad1 li N51 Model U) 10 251 lideffupt'ngRoG 35.0 kA 00 O rA 250 A E g PANEL: 2ECD ❑C DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): MLO C❑NTINUOUS(A): 100 LOCATION: DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3 -Phase 4 -Wire BUS SC RATING(A) 10000 FED FROM: VOLTAGE: 208/120 FAULT CURRENT(A): 1137 INCIDENT ENERGY: 0.00 J/cm2 @ 0. 00( mm) BOUNDARY: 0.00(m I m) PPE Category: OC NOTES DESCRIPTION DEMAND VA CKT PHASE LOADS VA CKT VA DEMAND DESCRIPTION NOTES OC AMPS P 200 5.000D % CODE tic 14 SIM 85 3 A B C R_ 2.7251 Illo OR tom) CODE PNL 3EID 4 AMPS P 20 1 1 U FOP HVAC Boxes ED 480 1 1020 2 540 REC Rec- Pat. Rm. 275 U (5Dk) I�FO�U0 13 Sa 20 1 20 1 ood kVA desig-tLength HVAC Boxes ED 480 3 1020 4 540 REC Rec- Pat. Rm. 274 255 20 1 20 1 40 Rec- Alcove REC 360 5 900 6 540 REC Rec- Pat. Rm. 273 Inte�pl�rn"gG35.0 20 1 20 1 ) 2DelrCicD Rec- CU REC 360 7 900 8 540 REC Rec- Pat. Rm. 272 4.350MCM,1■3G, 3"C 20 1 20 1 4.6, 1.10G, T'C Rec- N. S. REC 720 9 1260 10 540 REC Rec- Pat. Rm. 284 70 20 1 20 1 460 Rec- N. S. REC 720 11 1260 12 540 REC Rec- Pat. Rm. 285 QtyPerPhose 1 20 1 20 1 48 Rec- Nurse Support REC 900 13 1440 14 540 REC Rec- Pat. Rm. 286 493,108G, 1-1/4"C 20 1 20 1 3 SETS, EA. 4.300MCM,1.2/OG,3"C Rec- PT/OT REC 720 15 1260 16 540 REC Rec- Pat. Rm. 287 1005 20 1 20 1 95 Rec- Pat. Rms. LTS NON 1340 17 .1880 18 540 REC Rec- Pat. Rm. 288 54 20 1 20 1 24 Rec- Pat. Rms. LTS NON 1000 19 1540 20 540 REC Rec- Pat. Rm. 289 5 SETS,EA.4.500MCM,1.250MCMG,3-1/2"C 20 1 20 1 2.1/0,1.6G,1 -1/4"C Rec- Pat. Rms. LTS NON 1000 21 1540 22 540 REC Rec- Pat. Rm. 290 150 20 1 20 1 2660 Rec- Pat. Rms. LTS NON 1000 23 1540 24 540 REC Rec- Pat. Rm. 291 30 20 1 20 1 61 Rec- PT/OT LTS NON 500 25 1040 26 540 REC Rec- Pat. Rm. 292 20 1 20 1 Rec- NS, Day, PT LTS 990 27 1230 28 240 ED Rec- FSD' s 20 1 20 1 LCP GEN 360 29 360 30 0 SPARE Spare 20 1 20 1 Spare SPARE 0 31 0 32 0 SPARE Spare 20 1 20 1 Spare SPARE0 33 0 34 0 SPARE Spare 20 1 20 1 Spare SPARE 0 35 0 36 0 SPARE Spare 20 1 20 1 Spare SPARE 0 37 0 38 0 SPARE Spare 20 1 20 1 Spare SPARE 0 39 0 40 0 SPARE Spare 20 1 20 1 Spare SPARE 0 41 0 42 0 SPARE Spare 20 1 ALL CONNECTED KVA 3P AVE AMPS x PHASE TOTALS VA AMPS BUS TOTALS KVA 5940.0 49.5 CONNECTED 18. 19 DATE: Nov 14, 2012 TOTAL CONNECTED 18. 19 50. 5 x A -N TOTAL DEMAND 8.62 23.9 x B -N 6310.0 52.5 DEMAND 8.62 TIME: 11: 15:29 TOTAL DESIGN 8.87 24.6 x C -N 5937.0 49.4 DESIGN 8.87 EXIST ATS EA2 METERED LOAD N DesignLood 16.13 kVA Demo ndLoodCategory EXISTING EXIST ATS CL METERED LOAD N DesignLoad 57.88 kVA DemandLoodCategory EXISTING IN I EXIST ATS EC2 EXIST NECH FDR CobleSize 250 AWG/kcmil QtyPerPhose 1 Lenglh 15.0 it EXIST ATS E02 BKRN DeviceVoltage 600 V Manufacturer SQUARE D Type MX, Micrologic (Obs.) Settings p� LTPU (1.1 x M 1.1 (880A) LTD Min -Max MMAAX STPU 2-10 x 6.0 4 800A� STD Min-Mox) MIN Idt In Frame/Model MX InterruptingRating 65.0 kA Sensor Trip 800.0 A Plug 800.0 A EXIST ATS EQ2 FDRN CableSize 600 AWG/kcmil QtyPerPhose 2 Length 50.0 ft T-2ECD MR CobQie MR a 230 AMIC/kCml � er �6 1�NC/kcm0 Ih 275.0 R Lei4h 275.0 It EXIST NECH (250A) SystemNomina Voltage 480.0 V InitSymRMS 3P 24869.07 A DESCRIPTION X/R Pas 2.15 c� N DesignLoad 112.38 kVA T-2ECD BKR EXIST NECH METERED LOAD De„ceValoge 600 V Yonulo�Ctlurer D DesignLoad 103.75 kVA Demand LoadCategory EXISTING rSQUARE DemandLoodCategory From/Model FU Norinird 30.00 kVA hlemotingRotag 63.0 kA /ornp 45.0 A 2 1 jX / MMiciooll4c r, 1 iP�t.0 200 T-2ECD MR CobQie MR a 230 AMIC/kCml � er �6 1�NC/kcm0 Ih 275.0 R Lei4h 275.0 It b) KieVdtoge 240 V Monutocturer SQUARE D r 00, 1 -Pae frame/fbdel00 2ECD heirr 10 .0 kA CA oA ST ATS EC2 BKRN ceVoltoge 480 V nufocturer SQUARE D e KC tings Thermal Curve NST HI (2500.0) me/Model KC !rruptingRating 65.0 kA sor/Trip 250.0 A 3 0.0 A EXIST ATS EC2 FDRN CableSize 250 AWG/kcmil QtyPerPhose 1 Length 50.0 It EXIST UTIL InitSymRMS 3P 39737.00 A XIST UTIL, XFMR SEC yslemNommalVoltage 480.0 V Init SymRMS 3P 39737.00 A X/R Pos 8.00 DesignLood 780.69 kVA EXIST NMSB FDR CableSize 600 AWG/kcmil QtyPerPhose 6 Length 75.0 ft EXIST NMSB MCB Dev ceVoltage 600 V Manufacturer SQUARE D Type PX, Micrologic (Obs.) ettin s LTPU 1.0 (2500A) LTD Min -Max MIN STPU 2-5 x P 3.0 (7500A) STD Min -Max MAX Overri e 17500 (17500.0) frame/Model PX InterruptingRating 100.0 kA Sensor/Trip 2500.0 A Plug 2500.0 A EXIST NMSB MCB GF DeviceVoltage 600 V Manufacturer SQUARE D Type PX, Micrologic (Obs.) S, III GFPU (S=2500A) 1200A (1200A) GF (Inst-Mox) MAX Frame/Model PX InterruptingRating 100.0 kA Sensor/Trp 2500.0 A Plug 2500.0 A EXIST NMSB (2500A) SystemNominalloltage 480.0 V InitSymRMS 3P 37075.43 A DESCRIPTION Xll Pos 6.36 c� N DesignLood 780.69 kVA # EXISTING NORMAL METERED LOAD T-2ECD DesignLood 228.00 kVA T -2E BKR DemandLoodCategory 073 Norinird 30.00 kVA Mo U 2 1 jX / MMiciooll4c r, 1 iP�t.0 200 5.000D % 3.3/0,1.6G, 2"C tic 14 SIM 85 3 STD-12TT i IN R_ 2.7251 Illo OR tom) 4.3/0,1.6G, 2"C PNL 3EID 4 lA .o Irk 230 1 U FOP , %stemrlomma dlaqe 480.0 V T -2E BKR GF 5 DBriCeValoge 600 V In'OS 3P 9727.97 A Monufoclurer SOl1ARE D 2ECD ECB FDR Tyypp!e nLgX� & U0, Micrologic SElGillgJUI-1175 170.30 U (5Dk) I�FO�U0 13 Sa 1 AWC/kcm7 ut Fmm/mrgR�LX ood kVA desig-tLength G 0 AD.O kA QIC mol 255 :aD e� 4 AIM/kcml 10.0 it 310 LCT 8 mqh 273.0 It 255 =Derice vdlage 600 V 4.250MCM,1.4G,2-1/2"C 40 9 0clurer SOUARE D 285 40 3.300MCM,1.4G,2-1/2"C s�V HG 10 4.8,1.10G, 3/4"C 285 Inte�pl�rn"gG35.0 3E0 55 ) 2DelrCicD kA 310 42 ale 600 v PSv 0 0 I` 90.Q A 12 3.6,1.10G, 3/4"C Y�uloOCItI � SOUARE D I�ngsxl HID 43 4.350MCM,1■3G, 3"C 55 ame/Model 4.6, 1.10G, T'C 380 44 FroHD 70 14 2.4,1.8G,1"C InlerrupSensolr/GTngRol' 25.0 kk 45 4.500MCM,1.3G,3-1/2"C 70 PIr OAA rilii 100. A 3.4,1.813,1"C 460 461 2 SETS,EA:4.4/O,1.2G.,2-1/2"C 70 16 4.4, 1.8G, 1-1/4"C ECoM 50 AWG/kcml 47 2 SETS,EA:4.250MCM,1.1G,2-1/2"C 85 QtyPerPhose 1 2.3,1.8G,1"C 620 48 Lenglh 100.0 fl 85 18 eAlloami 3P nowt ge 208.0 V Sy�rnRYS 11 696 A 760 49 2 SETS,EA: 4.500MCM,1.1/0G,3-1/2"C 85 lis 1.14 493,108G, 1-1/4"C 855 50 3 SETS, EA. 4.300MCM,1.2/OG,3"C ood 8.87 kVA b) KieVdtoge 240 V Monutocturer SQUARE D r 00, 1 -Pae frame/fbdel00 2ECD heirr 10 .0 kA CA oA ST ATS EC2 BKRN ceVoltoge 480 V nufocturer SQUARE D e KC tings Thermal Curve NST HI (2500.0) me/Model KC !rruptingRating 65.0 kA sor/Trip 250.0 A 3 0.0 A EXIST ATS EC2 FDRN CableSize 250 AWG/kcmil QtyPerPhose 1 Length 50.0 It EXIST UTIL InitSymRMS 3P 39737.00 A XIST UTIL, XFMR SEC yslemNommalVoltage 480.0 V Init SymRMS 3P 39737.00 A X/R Pos 8.00 DesignLood 780.69 kVA EXIST NMSB FDR CableSize 600 AWG/kcmil QtyPerPhose 6 Length 75.0 ft EXIST NMSB MCB Dev ceVoltage 600 V Manufacturer SQUARE D Type PX, Micrologic (Obs.) ettin s LTPU 1.0 (2500A) LTD Min -Max MIN STPU 2-5 x P 3.0 (7500A) STD Min -Max MAX Overri e 17500 (17500.0) frame/Model PX InterruptingRating 100.0 kA Sensor/Trip 2500.0 A Plug 2500.0 A EXIST NMSB MCB GF DeviceVoltage 600 V Manufacturer SQUARE D Type PX, Micrologic (Obs.) S, III GFPU (S=2500A) 1200A (1200A) GF (Inst-Mox) MAX Frame/Model PX InterruptingRating 100.0 kA Sensor/Trp 2500.0 A Plug 2500.0 A s T"2k kVA 45.0 kVA X/R 2M O Ph170 i IAWC/kcml Lenglh 10.0 II DericeVal 600 V Yonufoclu SQUARE D ttnPgo.erpocl HD ttrlrdw From/Model HD InterrupGnq<t.1 25.0 kA Pkg ori tso"a A 2Cobl �e 1/0 AMIE,/kcml Otyperphose 1 Lenglh took R - GT b) eV 240 V Monuloccture SOUARE D 1pte t. 00, i - pole (730-� Frome/LodN 00 iMerrup 1i " 10.0 kA Se Ohr� 20 A I^i1 20 1648.57 A 0 V X POS L 1.20 648 mood 19.96 kVA PROVIDE 250A/3P B GOND UIT AND WIRE DESIONA TION SCHED ULE EXIST NMSB (2500A) SystemNominalloltage 480.0 V InitSymRMS 3P 37075.43 A DESCRIPTION Xll Pos 6.36 c� N DesignLood 780.69 kVA # EXISTING NORMAL METERED LOAD 20 DesignLood 228.00 kVA T -2E BKR DemandLoodCategory DerkeWtoge 600 V 2.3/0,1.6G,1-1/ 211C Mo U 2 1 jX / MMiciooll4c r, 1 iP�t.0 200 (1001) 3.3/0,1.6G, 2"C tic 14 SIM 85 3 STD-12TT i IN 200 Illo OR tom) 4.3/0,1.6G, 2"C From/Model /OR 4 lA .o Irk 230 1 U FOP 2.4/0,1.4G,1-1/ 2"C T -2E BKR GF 5 DBriCeValoge 600 V 230 Monufoclurer SOl1ARE D 3.4/0,1.4G, 2"C Tyypp!e nLgX� & U0, Micrologic SElGillgJUI-1175 6 1 U (5Dk) I�FO�U0 13 Sa ut Fmm/mrgR�LX 4.4/0, le4G,2-1/2"C G 0 AD.O kA 7 mol 255 :aD e� 4 AIM/kcml 3.250MCM,1.4G, 2"C )typaphose 8 mqh 273.0 It 255 s T"2k kVA 45.0 kVA X/R 2M O Ph170 i IAWC/kcml Lenglh 10.0 II DericeVal 600 V Yonufoclu SQUARE D ttnPgo.erpocl HD ttrlrdw From/Model HD InterrupGnq<t.1 25.0 kA Pkg ori tso"a A 2Cobl �e 1/0 AMIE,/kcml Otyperphose 1 Lenglh took R - GT b) eV 240 V Monuloccture SOUARE D 1pte t. 00, i - pole (730-� Frome/LodN 00 iMerrup 1i " 10.0 kA Se Ohr� 20 A I^i1 20 1648.57 A 0 V X POS L 1.20 648 mood 19.96 kVA PROVIDE 250A/3P B GOND UIT AND WIRE DESIONA TION SCHED ULE WIRE/BKR MAX AMPS (3 DESCRIPTION WIRE/BKR MAX AMPS c� N DESCRIPTION # I I I 480/277V 20 1 2.12,1/2"C 200 32 2.3/0,1.6G,1-1/ 211C 20 2 1 2-12,1'12G. 1/2"C 200 33 3.3/0,1.6G, 2"C 20 3 3.12,1.12G,1/2"C 200 34 4.3/0,1.6G, 2"C 20 4 4.12,1.12G,1/2"C 230 35 2.4/0,1.4G,1-1/ 2"C 30 5 2.10,1.10G, 3/4"C 230 36 3.4/0,1.4G, 2"C 30 6 1 3.10,1.10G, 3/4"C230 37 4.4/0, le4G,2-1/2"C 30 7 4.10, 1.10G, 3/4"C 255 381- 3.250MCM,1.4G, 2"C 40 8 2.8, 1.1013, 3/4"C 255 39 4.250MCM,1.4G,2-1/2"C 40 9 308, 1010G, 3/4"C 285 40 3.300MCM,1.4G,2-1/2"C 40 10 4.8,1.10G, 3/4"C 285 41 4.30OMCM,1.4G,3"C 55 11 . 2.6,1.10G, 3/4"C 310 42 3#350MCM,1 #3G, 2-1/2% 55 12 3.6,1.10G, 3/4"C 310 43 4.350MCM,1■3G, 3"C 55 13 4.6, 1.10G, T'C 380 44 3.500MCM,1.3G, 3"C 70 14 2.4,1.8G,1"C 380 45 4.500MCM,1.3G,3-1/2"C 70 15 3.4,1.813,1"C 460 461 2 SETS,EA:4.4/O,1.2G.,2-1/2"C 70 16 4.4, 1.8G, 1-1/4"C 510 47 2 SETS,EA:4.250MCM,1.1G,2-1/2"C 85 17 2.3,1.8G,1"C 620 48 2 SETS,EA: 4.350MCM,1.1/0G,3"C 85 18 303,108G, 1"C 760 49 2 SETS,EA: 4.500MCM,1.1/0G,3-1/2"C 85 19 493,108G, 1-1/4"C 855 50 3 SETS, EA. 4.300MCM,1.2/OG,3"C 95 20 2.2,1.8G,1" C 930 51 3 SETS, EA: 4.350MCM,1.2/0G,3"C 95 21 3.2,1.8G,1 -1/4"C 1005 52 3 SETS, EA: 4.400MCM,1.3/0G,3"C 95 22 4.2,1.8G,1 -1/4"C 1140 53 3 SETS,EA:4.500MCM,1.3/OG,3-1/2"C 130 23 2.1,1.6G,1 -1/4"C 1240 54 4 SETS,EA: 4.350MCM,1.4/OG,3" C 130 24 3.1,1.6G,1 -1/4"C 1675 551 5 SETS,EA:4,400MCM,18250MCMG,3"C 13025 4.1, 1.6G, 1-1/2"C 1900 56 5 SETS,EA.4.500MCM,1.250MCMG,3-1/2"C 150 26 2.1/0,1.6G,1 -1/4"C 2010 57 6 SETS,EA:4.400MCM,1.350MCMG,3-1/2"C 150 27 3.1/0,1.6G,1 -1/2"C 2280 58 6 SETS,EA:4.500MCM,1.350MCMG,3-1/2"C 150 28 4.1/0,1.6G, 2"C 2660 59 7 SETS,EA:4.500MCM,1.400MCMG,3-1/2"C 175 29 2.2/0,1.613,1-1/2"C1 3040 60 8 SETS, EA:4.500MCM,1.500MCMG,3-1/2"C 175 30 3,2/0, 1@6G,1-1/ 2"C 4180 61 11 SETS,EA:4.500MCM,1.600MCMG,3-1/2"C 175 31 4.2/0,1.6G, 2"C CONDUIT SIZE BASED ON THHN/THWN 401 FILL CALCULATION WIRE SIZE BASED ON NEC 310.15(6)(16) WITH 60° C AMPACITY TABLES FOR 20A THRU 100 AMPS AND 75° C AMPACITY TABLES FOR VALUES > 100 AMPS. NOTE! IN GENERAL, THE ACTUAL BREAKER AMPERAGE SHALL BE EQUAL TO OR NEXT STANDARD SIZE SMALLER THAN THE MAXIMUM WIRE AMPS. EXCEPTIONS SHALL BE MOTOR AND SPECIAL EQUIPMENT BREAKERS WHICH SHALL BE SIZED PER N.E.C. AND VENDOR REQUIREMENTS. OMIT GROUND CONDUCTORS ON SERVICE ENTRANCE FEEDERS (TYPICAL). USE •12 WIRE U.O.N. PRIOR TO ROUGH -IN, CONTRACTOR SHALL COORDINATE BREAKER AND WIRING WITH ACTUAL REQUIREMENTS OF EQUIPMENT BEING FURNISHED FOR THIS SPECIFIC PROJECT. UNLESS NOTED OTHERWISE ALL 20A., 1P. BREAKERS TO UTILIZE •12 CONDUCTORS. EXCEPT WHERE BRANCH CIRCUIT IS IN EXCESS OF 90 LINEAR FEET CONDUCTORS TO BE •10 AND OVER 175 FEET LINEAR FEET CONDUCTORS TO BE •8. _iRD FI OOR MFCH ROOM I I I I I I EXIST. I I I I EXIST. I I I I EXIST. NECH I NEQH I I 480/277V I I MSB I I I I 480/277V I I I 480/277V I I I I I I I I I I I I I I I I I L_ _ _ _ _ - "EQUIPMENT" I I I I I I i I I I I I I L_____J "CRITICAL" W ,qt I "NORMAL" PARTIAL RISER DIAGRAM 100A ECB :W KER I.Cibomasson ICT Associates, Inc. 0 Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fax. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 EAU 0 W L N W J Z W J 4 } J 0 0. 0 Z Q 0 Z N Am I Z W 0 Z Z N 0 LL 0 W a 0 Z 3 ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ELECTRICAL RISER DIAGRAM 120319E501.DGN 212022.00 JRC FJM (n 501 11/07/2012 W 0.. 0) 00 ti^ P- W ,qt d � W 2 cl: C� J W W z <� z O QQ H r� CL = Q J O15 LL O � z Z1W, W to I OO •� O C/)C 1M K z < CD - �y W CO0 yz 0 = W`j W O 0 LL ra/ .._.... W W W W W W Z z Z Z W W J JQ Z _L) HQ U = W U W W � CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 ELECTRICAL RISER DIAGRAM 120319E501.DGN 212022.00 JRC FJM (n 501 11/07/2012 W 0.. iii to D VOIP STRUCTURED CABLE LEGEND SYMBOL DESCRIPTION BACK BOX MOUNTING HEIGHT < W WALL MOUNT VOIP OUTLET 4 X 4 SQ. 2-1/8" DEEP 1 -GANG RING 48" < N VOIP OUTLET N= NUMBER OF CABLES 4 X 4 SQ. 2-1/8" DEEP 1 -GANG RING 18" <—N COUNTER HEIGHT VOIP OUTLET N= NUMBER OF CABLES 4 X 4 SQ. 2-1/8" DEEP 1 -GANG RING 6" ABOVE COUNTER < PM (N) PATIENT MONITOR LOCATION N= NUMBER OF CABLES 4 X 4 SQ. 2-1/8" DEEP 1 -GANG RING 18" N VOIP FLOORBOX OUTLET N= NUMBER OF CABLES TOUCH SCREEN NURSE CALL MASTER FLOOR - N WIRELESS ACCESS POINT N= NUMBER OF CABLES 'k SINGLE PORT SURFACE MOUNT BOX CEILING 1 -GANG RING Q RAULAND LCD NURSE CALL MASTER CONSOLE 4 X 4 SQ. 2-1/8" DEEP DESK L NCLCD 1 -GANG RING X * - CONTRACTOR SHALL LEAVE 25' SLACK CABLE IN CEILING FOR RELOCATION OF CABLE. RAULAND-BORG RESPONDER IV LEGEND SYMBOL PART NO. DESCRIPTION BACK BOX MOUNTING HEIGHT ®M RAULAND NURSE CALL HEAD -END CABINET W/ PROVIDED BY RAULAND 54" A.F.F. O NC2828 GROUP CONTROL MODULE AND POWER RAULAND NC2828 54" A.F.F. 90" LCD SUPPLIES VOICE/DATA INFRASTRUCTURE 90" NM RAULAND TOUCH SCREEN NURSE CALL MASTER 4 X 4 SQ. 2-1/8" DEEP DESK T NCTSM CONSOLE 1 -GANG RING Q RAULAND LCD NURSE CALL MASTER CONSOLE 4 X 4 SQ. 2-1/8" DEEP DESK L NCLCD 1 -GANG RING X D O RAULAND DUTY STATION 3 -GANG 2-1/8" DEEP 44" A.F.F. X NCDUTY 3 -GANG RING S RAULAND STAFF STATION 3 -GANG 2-1/8" DEEP 44" A.F.F. NCSTAFF X 3 -GANG RING ® RAULAND DUAL BUTTON CODE BLUE/STAFF .4 X 4 SQ. 2-1/8" DEEP 44" A.F.F. NCDPB2 ASSIST STATION 1 -GANG RING X ® RAULAND 6 LAMP ZONE LIGHT 4 11/16 SQ. 2-1/8" DEEP CEILING X NCLED6 1 -GANG RING X ® RAULAND NCLED6 6 LAMP CORRIDOR LIGHT 4 11/16 SQ. 2-1/8" DEEP 1 -GANG RING 4" ABOVE DOOR ® RAULAND SINGLE PATIENT STATION 3 -GANG 2-1/8" DEEP 44" A.F.F. TELEVISIONS NCBSS1 3 -GANG RING ® RAULAND EMERGENCY PULL STATION 4 X 4 SQ. 2-1/8" DEEP 44" A.F.F. NCPCS1 Installation of Wall Backing for mounting support 1 -GANG RING RAULAND BED READY/CLEANING NEEDED 4 X 4 SQ. 2-1/8" DEEP 44" A.F.F. X NCBRDY STATION 1 -GANG RING Furnish and Install 3G Faceplates RAULAND 37 -PIN FEATURE BED INTEFACE KIT 4 11/16 SQ. 2-1/8" DEEP 18" A.F.F. Low Voltage Cabling (Interface to the .Pillow Speaker) NCBED 1 -GANG RING 2 O RAULAND TWO AUX. INPUT JACK 4 X 4 SQ. 2-1/8" DEEP 44" A.F.F. X NC2JACK LV Cabling Termination at the Patient Station 1 -GANG RING RAULAND-BORG PUBLIC ADDRESS LEGEND SYMBOL PART NUMBER DESCRIPTION BACK BOX MOUNTING HEIGHT ®M RAULAND OVERHEAD PAGING AMPLIFIER PROVIDED BY RAULAND 54" A.F.F. O RAULAND ACC1400 OVERHEAD PAGING SPEAKER PROVIDED BY RAULAND CEILING TELECOMMUNICATIONS PATHWAY LEGEND SYMBOL DESCRIPTION MOUNTING HEIGHT J J J J- HOOK PATHWAY - SPACE J -HOOKS AT INTERVALS NO GREATER THAN 5' ABOVE CEILING �—� 90" HILTI SPEED SLEEVE PART NUMBER CP 653 2" / CP 653 4" OR APPROVED EQUAL ABOVE CEILING GC 90" 42" LCD 42" LCD MONITOR 90" CATV LEGEND SYMBOL DESCRIPTION BACK BOX MOUNTING HEIGHT LCD 26" LCD MONITOR 90" LCD 32" LCD MONITOR GC 90" 42" LCD 42" LCD MONITOR 90" LCD 26" LCD MONITOR VOICE/DATA INFRASTRUCTURE 90" TVJ CATV JUNCTION BOX Conduit stub -ups and standard outlet boxes 60" X LOW VOLTAGE and SYSTEMS RESPONSIBILITY MATRIX Description GC EC LV TV STC/CB GC GC GC GC VOICE/DATA INFRASTRUCTURE Conduit stub -ups and standard outlet boxes X Floor penetrations, core drilling, floor mounted rough -in boxes X Fire Rated Sleeves X Cable Support J -Hook Tree X Furnish/Install/Terminate and Testing of Voice/Data Cabling X Furnish/Install/Terminate and Testing of Telecomm Backbone Cabling X Installation of Voice/Data Cable Management X Labeling and Administration of the Voice/Data Cabling Infrastructure X Daily Clean-up and overall cleanliness of the TR X Firestopping Misc Communication Room Penetrations X TELEVISIONS Conduit stub -ups and outlet boxes w/ dividers where required. X Installation of Wall Backing for mounting support X AC Power Requirements for TV's X Furnish and Install 3G Faceplates X Low Voltage Cabling (Interface to the .Pillow Speaker) X LV Cabling Termination at TV X LV Cabling Termination at the Patient Station X RG6 Coax Cabling X RG6 Coax Termination at TR and Outlet X Provision and installation of Amps, Taps, and Splitters. X Furnish and install RG 11 Backbone Cabling X RGI I Coax Termination in TR's X Furnish Television Mounts X Installation of Television Mounts - per Vendor Requirements X Coaxial/Audio Patch Cords / Jumpers X Provision and Installation of the TV's X Provision of Remote Control Programming device X NURSE CALL / CODE BL UE Conduit stub -ups, standard and 3G outlet boxes per shop dwg's. X AC Power Requirements at Nurse Call Cabinets X Furnish, install, terminate and test Nurse Call Cabling. X Low Voltage Cabling (Interface to the room light) X LV Cabling Termination at Light Fixture X LV Cabling Termination at Patient Station X Low Voltage Relays (Ballast Interface for room Lights) X Furnish and Install all Nurse Call devices X Test and Commission entire Nurse Call system per Code Req. X Installation of Paging Cabling X Installation of Paging Speakers X Installation of all Amplifiers, tie into existing system E X DEMOLITION Label and Protect all Low Voltage devices and cabling in. corridors X TELECOMMUNICATIONS -LEGEND f31 D �I �J s I.C.Thomasson ICT Ass coat e 0 �s, �n . Consulting Engineers (615) 346-3400 2950 Kraft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 0 ARCHITECTURE PLANNING Qx ' INTERIOR DESIGN W= o z...: :::::kkkk.:: QOEM I� 2} vnk W U1131;; Lyman Z 01 0 ilp- w 1 Davidson o \ x Dooley, Inc. r x � 209 10th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t k 615.244.6697 If W� Iddi-architects.com I— k �h• . O.x....xk:.�..:..kkkk rn `ATLANTA Q«« NASHVILLE Fk ` TAMPA PI v.=............ k •` a k . `k 2 � . U.. _. 4n i \�.� N� �: W.. _.k,....._h. I— I— IX CIO r . w a 0 u.i a J Z Z Wl r k hd a Z U 0n O F= �` QrML _ J U) -A3 > 0 1 LL. O E: Wx 0 • k W Z p O W M tog z c� z Q w Q Q 0 F O W�•kkkkkk....... •ham xc W Fz, zzLU z J Q `a Q U 0 � U ... Q U = \\\ y„ kh W 0 U \ cW G' W 0�lra k z z Zo CENTRAL FL W�Ni�� REGIONAL 01 k HOSPITAL 0, k 1401 W SEMINOLE BLVD Z �$ SANFORD, FL 32771 0 Naz ON >k Z cM 0 U Z /�` TELECOM- 0 ;x„: `"•• MUNICATIONS U Wz<>>>> ><> LEGEND o:: O rY<«<120319T000.DGN LL. W' 212022.00 Q .. Z 0 DMH JKS (n LL �ki N0 W s 000 _ m •\ U 09/17/2012 0 Fol '==juuu2// CORRIDOR T2m63 DR DICT T2m6m DOR r :T MECHANICAL ROOM T21m6 1-1 HBO NURSE STATION 12m61 GLOSET SOILED UTILITY LINEN , i------ — -- I I I I I I I I I I I I I I i I I I I I I I I I I I 70M NOTES Q Q 1.0homasson .ICT Associates, enc. O Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Noshville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 1. CABLING CONTRACTOR SHALL INSTALL SLEEVES OF SUFFICIENT SIZE AND QUANTITY FOR PATHWAY THROUGH WALL. SLEEVES SHALL BE HILTI SPEED SLEEVE PART NUMBERS CP -653-2 AND CP-653-4.CABLING CONTRACTOR SHALL INSTALL ALL SLEEVES PER MANUFACTURER INSTRUCTIONS. GENERAL NOTES: A. DASHED LINES IN HALLWAYS INDICATES CABLE PATHWAYS. B. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL ELEVATION DRAWINGS PRIOR TO ROUGH -IN FOR EXACT LOCATION OF ALL COMMUNICATION DEVICES. C. AT EACH WIRELESS ACCESS POINT. CABLING CONTRACTOR SHALL LEAVE 25' OF SLACK CABLE NEATLY COILED IN CEILING FOR FUTURE RELOCATION OF CABLING. CABLES SHALL TERMINATE PER PROJECT SPECIFICATIONS. D. AT EACH TELEMETRY ACCESS POINT. CABLING CONTRACTOR SHALL LEAVE 10' OF SLACK CABLE NEATLY COILED IN CEILING FOR FUTURE RELOCATION OF CABLING. CABLES SHALL TERMINATE PER PROJECT SPECIFICATIONS. TELECOMMUNICATIONS - FLOOR PLAN - NEW WORK 0 4 B M d 0 W J Q 0 0 J W Q 0 z w W m W N W to 0 F 0 z co F Q a z J LL 0 W a a ARCHITECTURE PLANNING INTERIOR DESIGN Lyman Davidson Dooley, Inc. 20910th Avenue South Suite 327, Cummins Station Nashville, TN 37203 615.244.7399 t 615.244.6697 f Iddi-architects.com ATLANTA NASHVILLE TAMPA jAI�2 lt� 11-28"'/2 CENTRAL FL REGIONAL HOSPITAL 1401 W SEMINOLE BLVD SANFORD, FL 32771 z O f'— U TELE- COMMUNICATIONS - O FLOOR PLAN - M 0 NEW WORK 120319T101.DGN I - F-- 212022.00 u; z DMH , I— JKS Uj a (n CD W � J w W Z U) U U H z O a ' = J O ae .�. 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Z COMMUNICATIONS O IN 11�n : l-` FLOOR PLAN - U NEW WORK a O 120319T201.DGN LL. %Y 212022.00 Q N.� DMH 0JKS w Z£..® 2 0 1 w 109/17/2012 Q - U , 0 10 UAbl—t J -HOOK COLOR CODE NOTES A. TV, CONTROLS, MUSIC MISC. PAINT FRONT LEG WHITE - B. HVAC CONTROLS PAINT FRONT LEG BLUE CODE BLUE - NURSE CALL, PAGING PATIENT, MONITORING, MEDGAS ALARM C. PAINT FRONT LEG ORANGE - TELEPHONE DICTATION, DATA/VOICE COMM. PAINT FRONT LEG YELLOW. D. J -HOOK INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY HARDWARE FOR J -HOOKS. 2. WITHIN SIXTY FEET (60') OF ANY COMMUNICATIONS ROOM, SPACING FOR THE J -HOOKS SHALL BE REDUCED TO 32" CENTERS. SEE VENDOR CABLE ROUTING DRAWINGS. WHERE ROUTE CROSSES CORRIDOR, PROVIDE J -HOOKS MOUNTED ON THREADED 3. ROD AT THE CENTER OF THE CORRIDOR. ALL FIRE WALL PENETRATIONS THROUGHOUT MAIN CORRIDORS SHALL HAVE FOUR 4. (4) 4" SLEEVES (UNLESS OTHERWISE NOTED) TO PENETRATE WALL. SLEEVES SHALL MATCH COLORS OF J -HOOKS. 5. MAINTAIN MINIMUM 12" CLEARANCE BETWEEN CEILING AND BOTTOM ROW OF J -HOOK 6. TREE. ISOMETRIC VIEW MULTI LEVEL J -HOOK DETAIL SPIN FLANGE CLOCKWISE UNTIL FLUSH WITH WALL FIRESTOP AS REQUIRED TWIST COLLAR CLOCKWISE TO CLOSE AFTER CABLES ARE INSTALLED HORIZONTAL CABLING CUT AWAY DETAIL SLEEVE THROUGH � . WALL DRYWALL (CUT AWAY TO SHOW DETAIL) DRYWALL REPEAT INSTALLATION PROCESS OPPOSITE WALL DRY1r V, HORIZONTAL CABLE CP 653 2" SPEED SLEEVE CP 653 4" SPEED SLEEVE HITLI SPEED FIRE STOP SLEEVE PATHWAY WITH J -HOOK DETAIL 2 No Scale VOICE/ DATA CABLING TYPICAL WIRELESS ACCESS POINT DETAIL No Scale FUTURE LOCATION OF WIRELESS ACCESS POINT (PROVIDED BY OTHERS) SURFACE MOUNT BOXES WITH JACKS. (LEAVE BOXES HANGING) K] TELECOMMUNICATIONS - DET,4IL5 1.C.Thomasson ICT As oclat nc 0 s es, � . Consulting Engineers (615) 346-3400 2950 Kroft Drive, Suite 500 (615) 346-3550 fox. Nashville, Tn 37204-0527 www.icthomosson.com ICT JOB No. 120319 FIRM CERTIFICATE OF AUTHORIZATION NUMBER: CA -1276 to 0 ARCHITECTURE a r PLANNING Q INTERIOR DESIGN 0 Q� k I• k k N Zo 0 Lyman Z= Ol Davidson 0.1 --ill: - Dooley, Inc. k 20910th Avenue South Z Suite 327, Cummins Station Q - =p, > > €€ Nashville, TN 37203 --Ka kk::€khz 615.244.7399 t 615.244.6697 f Iddi-architects.com nu ATLANTA Na' NASHVILLE TAMPA Z « Co 0> w ti 0 _ = Uj I <t O E .*:.._:. z cr_ z W«<< F D", p d ¢ Ul a > LL 0 '` Z O OZ m' W= . W O 0 I- Z Z <C "W Z' to Luw N€ co d Q 0 OO WJ LL LL 04 W Ww w- w z z zz J Q V 0W ORO- ...... - ! U `k 2 .. 2 N z F U = W U W a r 0 k. .a ` Z IN� �3 CENTRAL FL REGIONAL oa �`l HOSPITAL 0 k 02 1401 W SEMINOLE BLVD Z= �� SANFORD, FL 32771 0= NP4 dpia, i O . A_ `+� IL h :: CO 0� Z TELECOM - 0 r�MUNICATIONS V DETAILS � W .:- O «" 120319T301.DGN LL a W=RIO. 212022.00 Q Z DMH Z I JKS W 3. k! Y W 3001 2 rn U ,k 09/17/2012 Q 0 'ILi UL WSET �:�!RRIDOR T20 3 DR Ef DICT T2U6U '� E 1 X-RAY ELOI MECHANICAL IFNI HBO NURSE LTJ STATION T2061 SOILED UTILITY LINEN STORAGE Fnfl PATIENT RAULAND-BORG RESPONDER 5 LEGEND Symbol U� Description WORk STATON Mounting Height O � UP«ILL��JJJJ PROVIDED BY RAULAND SIZE (W/TRIM NCT RAULAND 351102 SPEE'_'H ) T(-. FILET EPrrF- 54" A.F.F. �f THERAPY 176A I EOR�I*LE STEEL CITY 58371 3/4R, RACO 561, OR DESK UD❑ (❑ EQUIV. 1 -GANG BACKBOX ST RAULAND-BORG RESPONDER 5 LEGEND Symbol Manuf./P# Description Backbox Mounting Height O � NURSE CALL TERMINAL CABINET W/ BRANCH REGIONAL PROVIDED BY RAULAND SIZE (W/TRIM NCT RAULAND 351102 CONTROLLERS, POWER SUPPLIES, NETWORK SWITCHES RING): W=16.4", H=30.0", D=4.8"(W/DOOR), D=3.75"(INTO WALL) 54" A.F.F. NM RAULAND 351200 VOIP NURSE MASTER CONSOLE (ETHERNET) STEEL CITY 58371 3/4R, RACO 561, OR DESK EQUIV. 1 -GANG BACKBOX ST RAULAND 351300 VOIP STAFF TERMINAL (ETHERNET) STEEL CITY GW -335C, RACO 697, OR 44" A.F.F. EQUIV: 3 -GANG BACKBOX RAULAND 352000 4 LAMP ZONE LIGHT STEEL CITY 58371 3/4R, RACO 561, OR CEILING EQUIV. 1 -GANG BACKBOX O RAULAND 352000 4 LAMP CORRIDOR LIGHT STEEL CITY 58371 3/4R, RACO 561, OR 4" ABOVE DOOR EQUIV. 1 -GANG BACKBOX RAULAND 352020 DOMELESS CONTROLLER STEEL CITY 58371 3/4R, RACO 561, OR ABOVE CEILING EQUIV. 1 -GANG BACKBOX SP RAULAND 353001 ENHANCED SINGLE PATIENT STATOIN STEEL CITY GW -3350, RACO 697, OR 44" A.F.F. E EQUIV. 3 -GANG BACKBOX O RAULAND 353100 DUTY STATION STEEL CITY GW -335C, RACO 697, OR 44" A.F.F. EQUIV. 3 -GANG BACKBOX O RAULAND 353101 STAFF STATION STEEL CITY GW -335C, RACO 697, OR 44" A.F.F. EQUIV. 3 -GANG BACKBOX 2B RAULAND 354015 DUAL BUTTON CODE BLUE/STAFF ASSIST STATION STEEL CITY 58371 3/4R, RACO 561, OR EQUIV. 1 -GANG BACKBOX 44" A.F.F. EP RAULAND 354001 EMERGENCY PULL CORD STATION STEEL CITY 58371 3/4R, RACO 561, OR EQUIV. 1 -GANG BACKBOX 44" A.F.F. P RAULAND 354000 EMERGENCY PULL CORD STATION W/AUDIO STEEL CITY 58371 3/4R, RACO 561, OR EQUIV. 1 -GANG BACKBOX 44" A.F.F. u0 RK RAULAND NCBED5 37 -PIN FEATURE BED INTEFACE KIT W/ FEATURE BED STEEL CITY 58371 3/4R, RACO 561, OR 18" A.F.F. 350302 CONTROL MODULE EQUIV. 1 -GANG BACKBOX RAULAND2J 354018 2 INPUT AUXILIARY JACK STEEL CITY 58371 3/4R, RACO 561, OR 44" A.F.F. EQUIV. 1 -GANG BACKBOX LOW -VOLTAGE LIGHT CONTROLLER (PROVIDED BY © - OTHER) - - LC - TV OUTLET (PROVIDED BY OTHER) - - RAULAND-BORG PUBLIC ADDRESS LEGEND Symbol Manuf./P# Description Backbox Mounting Height AMP RAULAND MXA OVERHEAD PAGING AMPLIFIER W/SHELF PROVIDED BY RAULAND 54" A.F.F. ORAULAND ACC1400 OVERHEAD PAGING SPEAKER PROVIDED BY RAULAND CEILING NC -1 COMMUNICATION NOTES: 1. NEW RAULAND-BORG RESPONDER 5 EQUIPMENT TO BE PLACED AS SHOWN. 2. NEW RAULAND-BORG PUBLIC ADDRESS SYSTEM SPEAKERS TO BE PLACED AS SHOWN. CONNECT TO EXISTING PUBLIC ADDRESS SYSTEM. 3. EQUIPMENT MOUNTING HEIGHTS ARE RECOMMENDED VALUES. VERIFY COMPLIANCE WITH ARCHITECTURAL ELEVATIONS AND ALL APPLICABLE CODES. 4. THIS DRAWING IS PRELIMINARY AND NOT FOR CONSTRUCTION. Sheet No. Of � O O � M O 00 Me 7*1Vk row Ref. Dwg: Area: 2ND FLR NC -1 .dwg Drawn By: JF Checked By: Date: 10/31/12 Scale NONE Drawing No. Rev. No. NC -1 0