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530 Palmetto Ave 17-2836
Building Code: SANFORD MARINA EFFECTIVE WiND AREA ZONE (SF) - 5th Edition 530 N. PALMETTO AVE Florida Mechanical Code 2014 Plumbing: SANFORD, FLORIDA 32771 Electrical Code: National Electrical Code 2011 CITY OF SANFORD Life Safety Code: OWNER CONTRACTOR CIVIL ENGINEER MARINA ISLE ASSISTED EDC GROUP MADDEN MRH'D & GLUNT LIVING LEE MUNIZZI CHARLES M. MADDEN, P.E I CHAD MOOREHEAD, P.E. FRANK CERASOLI 115 TIMBERLACHEN CIRCLE, STE: #2001 755 RINEHART ROAD I SUITE 200 LAKE MARY, FLORIDA 32746 431 E. HORATIO AVE., STE: #260 MAITLAND, FLORIDA 32751 LAKE MARY, FL 32746 (407) 222-3700 407-771-4442 (407) 629-8330 ARCHITECT OF RECORD MEP ENGINEER STRUCTURAL ENGINEER ELITE UNIVERSAL, LLC. MEP DESIGN ENGINEERING, INC. ASE ENG'NG SERVICES, INC. ANDREW SECHLER P.A., NCARB N. 'SAM' AHMAD, P.E., LEED AP MASON XIE, P.E. 3210 SOUTH OSCEOLA AVE 6001 BRICK ROAD, SUITE 201 10244 E COLONIAL DR. STE. 220 ORLANDO, FLORIDA 32806 WINTER PARK, FLORIDA 32792 ORLANDO, FL 32817 (407)325-3550 (407)496-8241 (407)601-7962 APPLICABLE CODES WOOD TRUSS MANUFACTURER SHALL SUBMIT SiGNED AND SEALED DRAWINGS INTERIOR DESIGNER Building Code: Florida Building Code 2014, EFFECTIVE WiND AREA ZONE (SF) - 5th Edition Mechanical Code: Florida Mechanical Code 2014 Plumbing: Florida Plumbing Code 2014 Electrical Code: National Electrical Code 2011 Fire Code: 2010 Edition, Florida Fire Prevention Code Life Safety Code: NFPA 101, 2006 Edition Accessibility Code: Florida Building Code 2014, CH, 11 Energy Code: Florida Building Code 2014, CH, 13 TO BE DETERMINED BUILDING DEPTARTMENT: _ CITY OF SANFORD _ 300 NORTH PARK AVENUE SANFORD, FL 32771 (407) 688-5000 ZONING: ZONED: PD - SEE CIVIL DRAWINGS SETBACKS: PD PROJECT SCOPE OF WORK ARCHITECTURAL: • ASSITSTED LIVING FACILITY - 4 -STORY • BUILDING TO HAVE 8"& 17 CMU WALLS ON LEVEL 1, AND B" CMU WALLS ON LEVEL 24, FOR EXTERIOR BEARING. • IT CMU REQUIRED IN AREAS WHERE THERE IS SITE RETENTION • INTERIOR NON -LOAD BEARING WALLS TO BE 31/7 & 51/2',20 GA WOOD STUD, WiTH 518" USG DRYWALL • FLOOR SLAB TO BE CONCRETE SLAB ON GRADE, 10" HOLLOW CORE CONCRETE PLANKS LEVELS ABOVE • ROOF TO BE WOOD TRUSSES, WITH A 3 -PLY GIRDER TRUSS RUNNING DOWN COLUMN LINE'C. • ROOFING MATERIAL TO BE EITHER METAL STANDING SEAM OR 20 -YEAR ARCHITECTURAL SHINGLE ROOF. • PGT OR KAWNEER WINDOWS. ROOF: PRE-ENGINEERED WOOD ROOF TRUSSES. TRUSS ENGINEERING BY TRUSS MANUFACTURER. METAL STANDING SEAM ENGINEERED ROOF. FIRESTION UC 406 FELT PAPER. ALTERNATE: 20 -YEAR ARCHITECTURAL SHINGLE ROOF PROJECT DATA BUILDING TYPE: - ASSISTED LIVING FACILITY CONSTRUCTION TYPE: III -B, SPRINKLERED ZONING: PLANNED DEVELOPMENT (PD) OCCUPANCY CLASSIFICATION: INSTITUTIONAL (1-1) LEVEL 1 (INCLUDES PORCH) GROSS SQUARE FOOTAGE 14,050 S.F. LEVEL 2 (INCLUDES PORCH) GROSS SQUARE FOOTAGE 14,094 S.F. LEVEL 3 (INCLUDES PORCH) GROSS SQUARE FOOTAGE 12,860 S.F. LEVEL 4 (INCLUDES PORCH) GROSS SQUARE FOOTAGE 12,860 S.F. GROSS SQUARE FOOTAGE 53,864 S.F BUILDING HEIGHT: 55'-0" { TOP OF ROOF) ROOF BEARING HEIGHT: 44'-0" { TOP OF PLATE) NUMBER OF STORIES: 4 - STORIES YEAR BUILT: 2017 CONSTRUCTION TYPE: III -B 'ARKING CALCULATIONS F : REFER TO CML ENGINEER DRAWINGS CITY CODE REFERENCE SECTIONS: 1. SCHEDULE'U', - SECTION 3.0: G, H, I, K. N 2. SCHEDULE W, - SECTION 6.0 3. SCHEDULE IN', - FIGURE N-12, OR, N-13 ROOF ANGLE (7<0<27) (H= 59.5'F7) A=5.3 FT DESIGN LOADS. .3 IMPORTANCE FACTOR: 1.00 EXPOSURE. D 5 2 BUILDING PERMIT NUMBER: 17-2836 MECHANICAL: P -TAC 1 TON, 14 SEER AIR CONDITIONER FOR UNITS. SPLIT SYSTEM UNITS FOR COMMON AREAS NEW V INSULATED DUCTBOARD AND R5 INSULATED FLEX DUCT WITH ADJUSTABLE DIFFUSERS. R-30 ROOF ICYNENE SPRAY INSULATION & 2" THERMAX RIGID INSULATION AT WALLS ELECTRICAL: 3-PHASE POWER & TRANSFORMER. INTERIOR STEP-DOWN TRANSFORMERS. COPPER PRIMARY & SECONDARY. ALUMINUM FEEDER i CIRCUIT WIRE. NEW ELECTRICAL MUST MEET NEC2011, VERIFY PROPERLY GROUNDED PLUMBING: PVC WITH IRON PLUMBING STACKS WITH SOVENT SYSTEM F ,REA INCREASE CALCULATIONS REFER TO FLORIDA BUILDING CODE 2014, 5TH ED. TART F -W 2.4LLOWABLEAREAS OCCUPANCY CLASSIFICATION: 1-1 CONSTRUCTION TYPE: III -B ALLOWABLE AREA I FLOOR NOT SPRINKLED: 10,000 SF i FLOOR TABLE 506.2 ALLOWABLE AREA i FLOOR SPRINKLED: 30,000 SF / FLOOR TABLE 506.2 Buildings two or mon: stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 where: Aa=[At+(NSxlf)]x Sa Aa = Allowable area (square feet). At = Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2. NS = Tabular allowable area factor in accordance with Table 506.2 fora nonsprinMered building (regardless of whether the building is sprinklered). if = Area factor increase due to frontage (percent) as calculated in accordance wi h Section 506.3. Sa = Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stones above grade plane, not to exceed four. No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of Sa =1. REFER TO FLORIDA BUILDING CODE 2014, 5TH ED. TABLE 504.4; ALLOWABLE NUMBER OF STORIES ABOVE GRADE ALLOWABLE NUMBER OF FLOORS NOT SPRINKLED: 3 FLOORS TABLE 504.4 ALLOWABLE NUMBER OF FLOORS SPRINKLED: 4 FLOORS TABLE 504.4 new group i-1 and 0 occupancies are required to be protected by an automatic sprinkler system in accordance with sec. 903.2.6. for new group %1 occupancies, condition 1, see exception 1 of sec. 903.2.6. 2 §g g INTERNAL PRESSURE COEF. SEE STRUCTURAL EFFECTIVE WiND AREA ZONE (SF) BASIC WIND SPEED "V" 150 MPH +MAX. -MAX. 1 10 23.3 -37.0 1 5 21.3 F4 BUILDING RISK CATEGORY: CATEGORY Ill 50 18.5 -34.6 1 100 4 -33.6 2 10 23.3 HEIGHT. 59.5' �L 5 5 21.3 -59.3 2 50 18.5 -52.5 2 1 100 STRUCTURAL NOTES. -47.3 3 10 23.3 -95.4 3 20 21.3 -89.2 A=5.3ft. 50 WOOD TRUSS MANUFACTURER SHALL SUBMIT SiGNED AND SEALED DRAWINGS -81.0 3 100 A s �O THE ARCHITECT FOR APPROVAL. SUBMITTAL SHALL INCLUDE THE 4 A 40.5 FOLLOWING INFORMATION: A 2 i 2• LAYOUT PLAN -DESIGNATING TRUSS TYPES - y 3• TRUSS DIAGRAMS - SHOWING OUTLINE OF TRUSSES 2 O 3 a 2 Z, Ali ENGINEERING CUT SHEETS - SHOWING GRAVITY AND UPLIFT DESIGN 8. 4. WITH MAGNITUDE OF B0774 SETS OF REACTIONS. i� ENGINEER GiRDER TO GIRDER CONNECTORS, AND LIST ALL STANDARD CONNECTORS FOR TRUSS TO TRUSS TO MASONRY OR WOOD WALLS NOT DETAILED BY STRUCTURAL ENGINEER. USE SIMPSON CATALOG OR SUBMIT EQUAL ROOF TRUSSES: 3 O 3 3 (D TRUSS TOP CHORD: LIVE LOAD - SEE STRUCTURAL DEAD LOAD - SEE STRUCTURAL A A TRUSS BOTTOM CHORD. LIVE LOAD - SEE STRUCTURAL DEAD LOAD - SEE STRUCTURAL DESIGN LOADS: ROOF: - SEE STRUCTURAL WIND VELOCITY: 150 MPH, (3 SECOND GUST) 2 e 2 3 s ALL STRUCTURAL COMPON SHALL MEET DESIGN CRITERIA SET FORTH IN FLORIDA O 1 BUILDING CODE, CHAPTW 16 ALL DOORS, WiNDOWS, AND GLAZING FRAMING SHALL BE ABLE TO WITHST4I06 WIND PRESSURE FOR COMPONENTS AND CLADDING PER FBC A 3 CODE, CHAPTER 16. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. A COMPONENTS & CLADDING A 7IA INDEX OF SHEETS (ASCE 7-98)A COMPONENT & CLADDING DESIGN WIND PRESSURES EXPOSURE D IMPORTANCE FACTOR 1.0 ENCLOSED BUILDING EFFECTIVE WiND AREA ZONE (SF) BASIC WIND SPEED "V" 150 MPH +MAX. -MAX. 1 10 23.3 -37.0 1 20 21.3 -36.0 1 50 18.5 -34.6 1 100 16.5 -33.6 2 10 23.3 -64.5 2 20 21.3 -59.3 2 50 18.5 -52.5 2 1 100 16.5 -47.3 3 10 23.3 -95.4 3 20 21.3 -89.2 3 50 18.5 -81.0 3 100 16.5 -74.8 4 1 10 40.5 -43.9 4 20 38.7 -42.1 4 50 36.2 -39.7 4 100 34.4 -37.8 4 500 30.2 -33.6 5 10 40.5 -54.2 5 20 38.7 -50.5 5 50 36.2 -45.7 5 100 1 34.4 -42.1 5 500 1 30.2 -33.6 INDEX OF SHEETS W a W ZZ m � COi Ul w w of Of Df . W Y • • • 53,864 SF CHAPTER 4: SPECIAL DETAILED REQUIREMENTS (1-1) NONE APPLICABLE. (NO SECTION IN CHAPTER 4,1-1) REFUGE AREA: ONLY REQUIRED FOR 1-2.(407.4.1) A100.2 LEVET-DIFMI-Ely PLAN • CHAPTER 4: "INSTITUTIONAL DESIGN MODEL" A100.3 LEVEL 3 - LIFESAFETY PLAN • I A100.4 LEVEL 4 - LIFESAFETY PLAN • CHAPTER 4: "ASSISTED LIVING FACILITIES" A011 ASSISTED LIVING FACILITY CODE SUMMARY - SLEEPING ACCOMMODATION: 12 ROOMS (101-150) A012 ASSISTED LIVING FACILITY FAIR HOUSING ACT CODE SUMMARY • A101 LEVEL 1 - FLOOR PLAN - 1-1- A : 1 HOUR, SPRINKLERED A102 LEVEL 2 - FLOOR PLAN • WALLS DOORS A103 LEVEL 3 - FLOOR PLAN - A-FLAMESPREAD 0-25, SMOKE DEV. G450 A104 LEVEL 4 - FLOOR PLAN • C-FLAMESPREAD 76-200, SMOKE DEV. 0450 A110 ARCHITECTURAL ROOF PLAN • ACCESS - CLASS C A131 LEVEL 1 REFLECTED CEILINGPOW - [AN NFPA 13 FIRE SPRINKLER SYSTEM, AND FIRE A132 LEVEL 2 REFLECTED CEILING PLAN • °° °°..:.� • A133 LEVEL 3 REFLECTED CEILING PLAN • 120 GROSS A134 LEVEL 4 REFLECTED CEILING PLAN • 15 NES (FBC) A191 LEVEL 1 FLOOR FINISH PLAN • 250 FT. (HAS SPRINKLER) A192 LEVEL 2 FLOOR FINISH PLAN - 34" A193 LEVEL 3 FLOOR FINISH PLAN • 2 PER ROOM OCCUPANT LOAD > 10 PERSONS A194 LEVEL 4 FLOOR FINISH PLAN - TOTAL = 853 OCCUPANTS (853X 0.2) =170.6" REQUIRED 1(5) EXITS @ 34" REQUIRED BUILDING AIN • TABLE 403.1 BASED ON BUILDING ROOM OCCUPANCY A201 BUILDING ELEVATIONS- - RESIDENTIAL CARE: (93 UNITS+ 1MODELS -130 MAXIMUM) WATER CLOSETS (MEN) (1110) A301 BUILDING SECTIONS • EMPLOYEE/STAFF: (20 EMPLOYEE MAX./SHIFT) A302 BUILDING SECTIONS • WATER CLOSETS (WOMEN) (1125) A303 BUILDING ELEVATOR DETAILS & SECTIONS - i A310 BUILDING WALL SECTIONS • SERVICE SINK (1 SINK REQUIRED) A311 BUILDING WALL SECTIONS • WATER CLOSETS (MEN) (1175) A312 STAIR DETAILS & MISCELLANEOUS DETAILS - LAVATORIES (MEN) (11100) A400 LEVEL 1 INTERIOR ELEVATIONS & DETAILS • A401 LEVEL 1 INTERIOR ELEVATIONS & DETAILS - A402 BATHROOM ELEVATIONS & DETAILS • 0� A403 RESIDENTIAL BATHROOM UNIT ELEVATIONS & DETAILS • 6RA55 MEDIAN A500 PARTITION TYPES & DETAILS • g• W000 FENCEw A501 FIRE RATED PARTITION TYPES & DETAILS • �O� \)G J \ A502 FIRE RATED PARTITION TYPES & DETAILS • A503 FIRE RATED PARTITION TYPES & MISCELLANEOUS DETAILS • w R\\ P A510 DUMPSTER ENCLOSURE PLANS & DETAILS • • A520 DOOR SCHEDULE AND DETAILS • A521 DOOR SCHEDULE AND DETAILS N o 169.3' A522 DOOR HARDWARE SCHEDULE - ASPHALT A523 WINDOW SCHEDULE AND DETAILS - `" �F A524 WINDOW SCHEDULE AND DETAILS - A525 PAINT SCHEDULE AND DETAILS - FS -1 KITCHEN EQUIPMENT PLAN & SCHEDULE • • LA -1 LANDSCAPE PLAN • LA -2 LANDSCAPE PLANTING DETAILS AND SCHEDULE • LA -3 LANDSCAPE IRRIGATION PLAN & DETAILS • LAA LANDSCAPE & SITE LIGHTING PLAN & DETAILS • S-0GENERAL NOTES • S-1 FOUNDATION PLAN • S-2 SECOND FLOOR FRAMING PLAN • SS THIRD FLOOR FRAMING PLAN • SA FOURTH FLOOR FRAMING PLAN • S5 ROOF FRAMING PLAN • S5 SECTIONS AND DETAILS • S-7 SECTIONS AND DETAILS • S-8 SECTIONS AND DETAILS • S-9 SECTIONS AND DETAILS • S-10 SECTIONSA AILS • S-11 SCHEDULES • S-12 SECTIONS AND DETAILS - TO.01 COVERSHEET • T1.01 IST FLUOR TECHNOLOGY PLAN 0 • 1 OCCUPANCY CLASSIFICATION (FBC 308) . CONSTRUCTION TYPE (FBC TABLE 601, SEC. 602.5) TYPE 111-B, SPRINKLERED TOTAL BUILDING AREA 53,864 SF CHAPTER 4: SPECIAL DETAILED REQUIREMENTS (1-1) NONE APPLICABLE. (NO SECTION IN CHAPTER 4,1-1) REFUGE AREA: ONLY REQUIRED FOR 1-2.(407.4.1) NONE APPLICABLE. CHAPTER 4: "NURSING HOMES" (1-2) SEC. 420 (N/A) NOT APPLICABLE. (1-2 OCCUPANCY: WA) CHAPTER 4: "INSTITUTIONAL DESIGN MODEL" SECTION 420.3.2.1, REF T0: 420.3.4.1, 420.3.4.1.5, SEC. 420.3.4.3.5.4 420.3.5.1 420.3.5.1.1, 420.3.5.1.3, SEC. 420.3.5.2 42035.4 424.3.11420.3.11.22: DET. & FINISHES I SEC. 420.3.23 JREC�EPTdCLES� 420.3.25.1 (NURSE CALL SYSTEM) SEC. 420.3.26 ESSENTIAL �I � E 1 ELECTRICAL), 420.326.1 'HEALTH CARE FACILITIES' SEC. 420.3.26 ESSENTIAL TYPE 1 ELECTRICAL), 420.326.1 CHAPTER 4: "ASSISTED LIVING FACILITIES" SECTION 464 CHAPTER 9: "VISUAL ALARMS" SLEEPING ACCOMMODATION: 12 ROOMS (101-150) CHAPTER 10: "EMERGENCY LIGHTING REQUIREMENTS" TABLE 1006. MUST MEET NFPA 99 FIRE RESISTANCE MINIMUM FIRE RESISTANCE, FBC TABLE 708.1,715A SEC. 907.2.6 GROUP I (MANUAL FIRE ALARM SYSTEM) REQUIRED SEPARATION OCCUPANCY, TABLE 5WA 1-1- A : 1 HOUR, SPRINKLERED HORIZONTAL ASSEBLIES (SECTION 712) 1-1, TYPE III -B: 1/2 HOUR DWELLING & SLEEPING UNITS 3TRIAN PRIORITY STREET "KNEEWALL", AS PER WALLS DOORS CORRIDOR FIRE RESISTANCE (TABLE 1018.1) 1 -HR 20 MINUTES INTERIOR FINISHES, FBC 803 A-FLAMESPREAD 0-25, SMOKE DEV. G450 CLASSIFICATION, FBC 803.1 B-FLAMESPREAD 26-75, SMOKE DEV. 0450 C-FLAMESPREAD 76-200, SMOKE DEV. 0450 ULE U, 3 0, G,2 26" HIGH, WITH STUCCO AND EXITS - CLASS B OCCUPANCY (INSTITUTIONAL 1-1) ACCESS - CLASS C TABLE 803.5 OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS FBC 903, 905 [AN NFPA 13 FIRE SPRINKLER SYSTEM, AND FIRE u41 �i ■:\ .: ,••1 Ia: II�I_I-III-I-IIIII■'. °° °°..:.� • OCCUPANT LOAD, FBC TABLE 1004. 1.1 INSTITUTIONAL 11-1 INPATIENT SLEEPING AREAS 120 GROSS u 411 „ ,.: \ .: ■ • • 1 I a : ASSEMBLY AREAS: (UNCONCENTRATED) 15 NES (FBC) BUSINESS AREAS 100 GROSS (FBC) TRAVEL DISTANCE (FBC Sec. 1016.1) 250 FT. (HAS SPRINKLER) EGRESS WIDTH/PERSON SERVED 0.3" - LEVEL (STAIRWAYS) SEC. 1005 MINIMUM CLEAR OPENING DOORS 34" ARRAIGNMENT AND NUMBER, FBC 1015.1 (1-1) 1 PER ROOM OCCUPANT LOAD < 10 PERSONS 2 PER ROOM OCCUPANT LOAD > 10 PERSONS MINIMUM MEANS OF EGRESS, FBC 1014.3,1015.1 3 EGRESS PROVIDED TOTAL = 853 OCCUPANTS (853X 0.2) =170.6" REQUIRED 1(5) EXITS @ 34" REQUIRED TOTAL EXITS: (13) EXITS (a) 442" TO EGRESS WIDTH PROVIDED PLUMBING, MINIMUM FACILITIES FRCP, PLUMBING, TABLE 403.1 BASED ON BUILDING ROOM OCCUPANCY OCCUPANCY -(1-1 INSTITUTIONAL (287 PEOPLE) MEN WOMEN REQUIRED/PROVIDED - RESIDENTIAL CARE: (93 UNITS+ 1MODELS -130 MAXIMUM) WATER CLOSETS (MEN) (1110) 7 - 7148 WATER CLOSETS (WOMEN) (1110) 7 7/48 EMPLOYEE/STAFF: (20 EMPLOYEE MAX./SHIFT) M • • 1 1 "_I___IIII WATER CLOSETS (WOMEN) (1125) - 1 1/2 LAVATORIES (MEN) (1/35) 1 - 1/1 i - 1 ill DRINKING FOUNTAINS (1/100) - 2/2 SERVICE SINK (1 SINK REQUIRED) - 1/4 GUESTS: (100 MAXJSH IFT) LO WATER CLOSETS (MEN) (1175) WKIIIIIIIEL10 FOL D170411:1111 "MM=M LAVATORIES (MEN) (11100) 1 - 111 LAVATORIES (WOMEN) (1/100) - 1 1/1 ;.o 11* • � s� 0� t! gU Q 6RA55 MEDIAN 5" 7 g• W000 FENCEw < a '` 1 , Q oN G Lfl �o ` O �O� \)G J \ w R\\ P Uj R\\ PR o N� t CONCRETE �U 0� �� .,yt N o 169.3' cs DRIVE SA TARY CONCRETE PARKING LOT E� ASPHALT Q¢ `� `" �F Z Ali I'll 104111:1111 Lein t ILI tj WDIRUT 41 _ \_: � _ � : •a•: 1.11_ ,:\ l �-___- "__=__ c _ •: • 1. 0mmmmm IMINOM 51.1 , 1• 0111.1-___ 1 KAMM== Q===M� ' 1 1 "____- mmmmmm ., =KAMM== MMMMMM MMMMMM :ODE SUMMARY: BUILDING AND CONSTRUCTION DATA IMENE OCCUPANCY CLASSIFICATION (FBC 308) GROUP 1-1- INSTITUTIONAL CONSTRUCTION TYPE (FBC TABLE 601, SEC. 602.5) TYPE 111-B, SPRINKLERED TOTAL BUILDING AREA 53,864 SF CHAPTER 4: SPECIAL DETAILED REQUIREMENTS (1-1) NONE APPLICABLE. (NO SECTION IN CHAPTER 4,1-1) REFUGE AREA: ONLY REQUIRED FOR 1-2.(407.4.1) NONE APPLICABLE. CHAPTER 4: "NURSING HOMES" (1-2) SEC. 420 (N/A) NOT APPLICABLE. (1-2 OCCUPANCY: WA) CHAPTER 4: "INSTITUTIONAL DESIGN MODEL" SECTION 420.3.2.1, REF T0: 420.3.4.1, 420.3.4.1.5, SEC. 420.3.4.3.5.4 420.3.5.1 420.3.5.1.1, 420.3.5.1.3, SEC. 420.3.5.2 42035.4 424.3.11420.3.11.22: DET. & FINISHES I SEC. 420.3.23 JREC�EPTdCLES� 420.3.25.1 (NURSE CALL SYSTEM) SEC. 420.3.26 ESSENTIAL �I � E 1 ELECTRICAL), 420.326.1 'HEALTH CARE FACILITIES' SEC. 420.3.26 ESSENTIAL TYPE 1 ELECTRICAL), 420.326.1 CHAPTER 4: "ASSISTED LIVING FACILITIES" SECTION 464 CHAPTER 9: "VISUAL ALARMS" SLEEPING ACCOMMODATION: 12 ROOMS (101-150) CHAPTER 10: "EMERGENCY LIGHTING REQUIREMENTS" TABLE 1006. MUST MEET NFPA 99 FIRE RESISTANCE MINIMUM FIRE RESISTANCE, FBC TABLE 708.1,715A SEC. 907.2.6 GROUP I (MANUAL FIRE ALARM SYSTEM) REQUIRED SEPARATION OCCUPANCY, TABLE 5WA 1-1- A : 1 HOUR, SPRINKLERED HORIZONTAL ASSEBLIES (SECTION 712) 1-1, TYPE III -B: 1/2 HOUR DWELLING & SLEEPING UNITS 3TRIAN PRIORITY STREET "KNEEWALL", AS PER WALLS DOORS CORRIDOR FIRE RESISTANCE (TABLE 1018.1) 1 -HR 20 MINUTES INTERIOR FINISHES, FBC 803 A-FLAMESPREAD 0-25, SMOKE DEV. G450 CLASSIFICATION, FBC 803.1 B-FLAMESPREAD 26-75, SMOKE DEV. 0450 C-FLAMESPREAD 76-200, SMOKE DEV. 0450 ULE U, 3 0, G,2 26" HIGH, WITH STUCCO AND EXITS - CLASS B OCCUPANCY (INSTITUTIONAL 1-1) ACCESS - CLASS C TABLE 803.5 OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS FBC 903, 905 [AN NFPA 13 FIRE SPRINKLER SYSTEM, AND FIRE (NFPA 13 - NEW) SECTION 9032.6, REQUIRED. ALARM SYSTEM WILL BE INSTALLED IN THIS BUILDING] MEANS OF EGRESS FBC 1003 -1005 °° °°..:.� • OCCUPANT LOAD, FBC TABLE 1004. 1.1 INSTITUTIONAL 11-1 INPATIENT SLEEPING AREAS 120 GROSS KITCHEN 100 GROSS (NFPA) ASSEMBLY AREAS: (UNCONCENTRATED) 15 NES (FBC) BUSINESS AREAS 100 GROSS (FBC) TRAVEL DISTANCE (FBC Sec. 1016.1) 250 FT. (HAS SPRINKLER) EGRESS WIDTH/PERSON SERVED 0.3" - LEVEL (STAIRWAYS) SEC. 1005 MINIMUM CLEAR OPENING DOORS 34" ARRAIGNMENT AND NUMBER, FBC 1015.1 (1-1) 1 PER ROOM OCCUPANT LOAD < 10 PERSONS 2 PER ROOM OCCUPANT LOAD > 10 PERSONS MINIMUM MEANS OF EGRESS, FBC 1014.3,1015.1 3 EGRESS PROVIDED TOTAL = 853 OCCUPANTS (853X 0.2) =170.6" REQUIRED 1(5) EXITS @ 34" REQUIRED TOTAL EXITS: (13) EXITS (a) 442" TO EGRESS WIDTH PROVIDED PLUMBING, MINIMUM FACILITIES FRCP, PLUMBING, TABLE 403.1 BASED ON BUILDING ROOM OCCUPANCY OCCUPANCY -(1-1 INSTITUTIONAL (287 PEOPLE) MEN WOMEN REQUIRED/PROVIDED - RESIDENTIAL CARE: (93 UNITS+ 1MODELS -130 MAXIMUM) WATER CLOSETS (MEN) (1110) 7 - 7148 WATER CLOSETS (WOMEN) (1110) 7 7/48 EMPLOYEE/STAFF: (20 EMPLOYEE MAX./SHIFT) - WATER CLOSETS MEN (1/25) 1 1/2 WATER CLOSETS (WOMEN) (1125) - 1 1/2 LAVATORIES (MEN) (1/35) 1 - 1/1 LAVATORIES (WOMEN) (1/35) - 1 ill DRINKING FOUNTAINS (1/100) - 2/2 SERVICE SINK (1 SINK REQUIRED) - 1/4 GUESTS: (100 MAXJSH IFT) LO WATER CLOSETS (MEN) (1175) 1 - WATER CLOSETS (WOMEN) (1/75) 1 1/1 LAVATORIES (MEN) (11100) 1 - 111 LAVATORIES (WOMEN) (1/100) - 1 1/1 • IMENE W SEEN .• WUn 230.00' �■■■■•■■�A■■�■1111 M dO T RETENTIION POND 0111■■�■■■------------ wo _J ■1■J■IE I 230.00' . . . . . . . . . . . . . • • Q 00 0i �WOMEN mom SEEN WOMEN © • PEDE 3TRIAN PRIORITY STREET "KNEEWALL", AS PER I . ■ �\ i1\ c*O 1 • r. I •1 e � • • •• ULE U, 3 0, G,2 26" HIGH, WITH STUCCO AND -.•. 1 �,��jyy c 1.• 2" CRETE CAP. STUCCO COLOR AND FINISH TO °° °°..:.� • ....° .....et c �e • ••• • o _ s • - a i Q E THE BUILDING. BLDG NNS ooee o c MARINA WAREHOUSE - I� 004... ry^ • • • M rn ASPHALT DRIVE AND PARKING 0 rn o / W :• e � r_ r. r_ r_ r_ r_ 1, A • - Milo o, 474.79' (A) i:F h 11 EOP F QR� N LO , a 2 iENERAL CONSTRUCTION NOTES: 1. ALL DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO NEW CONSTRUCTION 2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE 2014 F.B.C., THE NEC 2011 THE ZONING ORDINANCE OF ORANGE COUNTY BUILDING AND ZONING AND ALL OTHER APPLICAPLE CODES AND STANDARDS. 3. ALL FINISHES SHALL BE FIRE CLASS 'C', (FLOORS, WALL, AND CEILINGS). ALL FINISHES, TEXTURES, COLORS AND DECORATIVE MATERIALS PER OWNER SPEC. 6. THE CONTRACTOR AND / OR OWNER, SHALL BEAR FULL RESPONSIBILITY FOR ANY CHANGES TO AND DEVIATION FROM THESE PLANS MADE PRIOR TO OR DURING CONSTRUCTION WITHOUT PREVIOUS AUTHORIZATION FROM THE ARCHITECT. 7. THE ARCHITECT DOES NOT HAVE CONSTRUCTION FIELD SUPERVISION NOR CONSTRUCTION ADMINISTRATION ON THIS PROJECT. INTERIOR FINISHES: MINIMUM INTERIOR FINISH CLASSIFICATION: FROM TABLE 803.5 OCCUPANY SPRINKLERED UNSPRINKLERED GROUP Exit Other Exit Other Exitl Access Spaces Exitl Access Spaces A B B C A A B B B C C A B C E B C C A B C F C C C B C C H B C C Sprinkler required IRestrined B C C A B B IUnrestrinedB B B A A A M/D B C C A B C R1,4 B B C C C C S C C C B C C �9paxv. s � �>>�t 4 WDDD FENCE\ A A/C PAD-�d+�.Fn PM a RAISED WOOD DECK _ TrcANs PADS N 6996'45" W 216.6' 260.00' 1 STORY WOOD BLDG VARIOUS COMMERCIAL OFFICES 216.6' RAISED WOOD DECK e SCALE: ! WO A/C PAD E 5*- -0 'Pogo s N ASPHALT DRIVE AND Z F ORO A,ir -, F r t s; i). Hr Ic; .I Af . �. �' < N10 ASPHALT DRIVE AND PARKING p �_5 ��C CCG . r ;t,4 F_ ) n F'r? iuI ` Rr �Lif • . - - - . . _ e R�N65o5 Pvlt'i'M-'F TER- _ . - . _ R 'I1.Gs f=' 1' ra� f}NpV f'L%NS, ;1 S 6996'45" E 460.00' EDP _RU:ii0NC)i .Vi TIW- ; IMENE W SEEN ' 110 WUn 230.00' �■■■■•■■�A■■�■1111 M dO T RETENTIION POND 0111■■�■■■------------ wo _J ■1■J■IE IRON FENC 230.00' . . . . . . . . . . . . . . . • Q 00 0i O - © • PEDE 3TRIAN PRIORITY STREET "KNEEWALL", AS PER OFFI SC O ULE U, 3 0, G,2 26" HIGH, WITH STUCCO AND -.•. �° I 2" CRETE CAP. STUCCO COLOR AND FINISH TO MULTI -STORY CONCRETE BLOCK o o o c o 0� i Q T THE BUILDING. BLDG NNS o c MARINA WAREHOUSE FNDp �N W CLF - ASPHALT DRIVE AND MOTEL �ARKiN6 - ry^ M rn ASPHALT DRIVE AND PARKING 0 rn o / W r_ r_ r_ r_ r. r_ r_ r_ r_ MEMO %h - S 6996'45" E 474.79' (A) i:F h 11 EOP F QR� N LO EOP a 2 S PN�G� , e SCALE: ! WO A/C PAD E 5*- -0 'Pogo s N ASPHALT DRIVE AND Z F ORO A,ir -, F r t s; i). Hr Ic; .I Af . �. �' < N10 ASPHALT DRIVE AND PARKING p �_5 ��C CCG . r ;t,4 F_ ) n F'r? iuI ` Rr �Lif • . - - - . . _ e R�N65o5 Pvlt'i'M-'F TER- _ . - . _ R 'I1.Gs f=' 1' ra� f}NpV f'L%NS, ;1 S 6996'45" E 460.00' EDP _RU:ii0NC)i .Vi TIW- ; - ® W ' 110 WUn 230.00' 169.;��Q•QO'ON, M dO T RETENTIION POND RETENTION POND wo _J ILL LLZ IRON FENC 230.00' . . . . . . . . . . . . . . . • Q 00 0i O © PEDE 3TRIAN PRIORITY STREET "KNEEWALL", AS PER OFFI SC O ULE U, 3 0, G,2 26" HIGH, WITH STUCCO AND 2" CRETE CAP. STUCCO COLOR AND FINISH TO MULTI -STORY CONCRETE BLOCK o o o c o 0� Q T THE BUILDING. BLDG NNS o c MARINA WAREHOUSE FNDp �N W CLF - ASPHALT DRIVE AND MOTEL �ARKiN6 - ry^ M rn ASPHALT DRIVE AND PARKING 0 rn o / W r_ r_ r_ r_ r. r_ r_ r_ r_ ter_ r_ r_ r_ %h - S 6996'45" E 474.79' (A) i:F h 11 EOP F QR� N LO EOP a 2 S PN�G� , ;.o 11* • � s� 0� t! gU Q 6RA55 MEDIAN 5" 7 g• W000 FENCEw < a '` 1 , Q oN G Lfl �o ` O �O� \)G J \ w R\\ P Uj R\\ PR o N� t CONCRETE �U 0� �� .,yt N o 169.3' cs DRIVE SA TARY CONCRETE PARKING LOT E� ASPHALT Q¢ `� `" �F Z ys 1•tC NC. WALX ... ,. P &p S A_ o, ;r o 0 Q ��,, 4 .3 9 GT 0. SCALE: NOT TO SCALE 1 21 EXISTING SITE SURVEY FOR 'WOLFYS' RESTAURANT I N� ORS �P� G P�So��G� LO P DRIVE �$ Q X'2a 41Jyy 238C F N o iP'� fi a .Q 2 Vo - ow 135 90 4 7. AA �n 44 P I 03 ARCHITECTURE - ENGINEERNG- INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com *Copyright 2017 E..UriVar8M,U.C. NI % hts Rnwmd. CONSULTANT PROJECT A W ' 110 WUn ti I0* n V1 CV) M 00a� �0<0 W�W0 LL wo _J ILL LLZ W v ~ C) O Q 00 0i • SF • •y� V 701 01, .off ��� •* �• �16_658 (EL) • • REVISIONS: SON FEICE Z # DATE DESCRIPTION 5 ''ND TE a 01/29t17 SUBMIT (P� 1MR+E BATE to _ 11/07/17 RESUBMIT 6 9 y R P`PS 65.14' A� 230.00' 02101118 -RESUBMIT CLF Trg'• a $ N 69'16'45" W 294.79' (P) O9 XPi CLF o7r CLF Z31r Ahr ,i , HIN295.14' (A) DRAWN BY: AFS BOUNDARY BOUNDARY - -- Z ✓ ✓ p�Q �� oo •► \�) �Pl _.. CHECKED BY: AFS PERMIT # !% - •��� .? , � . 16 DATE: JANUARY 29.2017 r �`" `' AO' • 00 F Op 00 5� <Pi Pi GRAPHIC SCALE 2 S k0 �1 0 50' 100' SHEET: S 2�1 26g P; A 4 nr trssl 5 -!)en, ��P�� 1 inch (approx. 50 ft. 010 Elite Universal Job No. ___- SCALE: 1 "=50'-0" 01 D81109 WUn um W M G U) vJ W v > W O U • SF • •y� V 701 01, .off ��� •* �• �16_658 (EL) • • REVISIONS: SON FEICE Z # DATE DESCRIPTION 5 ''ND TE a 01/29t17 SUBMIT (P� 1MR+E BATE to _ 11/07/17 RESUBMIT 6 9 y R P`PS 65.14' A� 230.00' 02101118 -RESUBMIT CLF Trg'• a $ N 69'16'45" W 294.79' (P) O9 XPi CLF o7r CLF Z31r Ahr ,i , HIN295.14' (A) DRAWN BY: AFS BOUNDARY BOUNDARY - -- Z ✓ ✓ p�Q �� oo •► \�) �Pl _.. CHECKED BY: AFS PERMIT # !% - •��� .? , � . 16 DATE: JANUARY 29.2017 r �`" `' AO' • 00 F Op 00 5� <Pi Pi GRAPHIC SCALE 2 S k0 �1 0 50' 100' SHEET: S 2�1 26g P; A 4 nr trssl 5 -!)en, ��P�� 1 inch (approx. 50 ft. 010 Elite Universal Job No. ___- SCALE: 1 "=50'-0" 01 D81109 _z N LIFESAFETY LEGEND SECTION 420 GROUPS 1-1, R-1, R-2, R-3 SQ. FT./PERSON 420.1 GENERAL. -� OCCUPANCIES IN GROUPS 1-1, R-1, R-2 AND R-3 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 420.1 THROUGH 420.5 AND OTHER ELECTRICAL -ROOM NAME APPLICABLE PROVISIONS OF THIS CODE. PROVIDE WALL EMERGENCY LIGHT W/ BATTERY BACKUP 420.2 SEPARATION WALLS. BLOCKING SUPPORT WHERE REQUIRED 50 GROSS WALLS SEPARATING DWELLING UNITSIN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS OCCUPANT FACTOR SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE WALL MOUNTED EXISTING 2 HOUR WALL CONSTRUCTED AS FIRE PARTITIONSIIN ACCORDANCE WITH SECTION 708. PORTABLE FIRE FBC 2014 TABLE1004.1.2 EXTINGUISHER 420.3 HORIZONTAL SEPARATION. 1 OCCUPANT LOAD FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME EXISTING BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE 100 SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711. 1 HOUR WALL IF] 420.4 AUTOMATIC SPRINKLER SYSTEM. XX -X" -MINIMUM EGRESS WIDTH GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8. FBC 2014 TABLE1004.1.2 GROUP 1-1 OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION (LOAD x 0.2) 903.2.6. QUICKRESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.3.2. IF] 420.5 SMOKE DETECTION AND FIRE ALARM SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP 1-1, R-1 AND R-2 OCCUPANCIES IN ACCORDANCE WITH SECTIONS 3 907.2.6, 907.2.8 AND 907.2.9, RESPECTIVELY. SINGLE -OR MULTIPLE -STATION SMOKE ALARMS SHALL BE IN ACCORDANCE WITH SECTION 907.2.11. FINISH FLOOR _z N LIFESAFETY LEGEND USE SQ. FT./PERSON TOTAL SQ. FT. OCCUPANT LOAD -� EXIT PATH ELECTRICAL -ROOM NAME 5,480 SF 366 PERSONS EMERGENCY LIGHT W/ BATTERY BACKUP 220 AREA IN SQ. FT. 50 GROSS 162 SF 4 PERSONS OCCUPANT FACTOR OFFICE ADMINISTRATION (B) EXISTING 2 HOUR WALL 300 (SF/ PERSON) FBC 2014 TABLE1004.1.2 SLEEPING ROOM (1-1) 1 OCCUPANT LOAD . _ _ _ _ _ _ EXISTING KITCHEN & BAR (K) 100 915 SF 10 PERSONS 1 HOUR WALL #X XX -X" -MINIMUM EGRESS WIDTH EXIT FBC 2014 TABLE1004.1.2 TOTAL OCCUPANCY: A, B, 1-1, K, S LEVEL 1 TOTAL 407 PERSONS (LOAD x 0.2) MINIMUM NO. OF EXITS EXIT SIGN (BY CODE) ADDITIONAL LOAD EXITING (+) F.A. HORN/ THROUGH INTERVENING SPACE STROBE LIGHT OR FLOOR ABOVE EXISTING OCCUPANT LOAD EXITING 1 FE FIRE EXTINGUISHER XX.X" XX.X" MINIMUM EGRESS �LL MANUAL FIRE ALARM PULL STATION WIDTH LOCATED WITHIN 5'-0" OF DOOR (LOAD x 0.2) 8 CEILING MOUNTED SMOKE DETECTOR. MINIMUM WIDTH REQUIRED CM INDICATES SMOKE/CARBON MONOXIDE SMOKE DETECTOR (LOAD x 0.2) ® FIRE EXTINGUISHER CABINET WITH 2A10BC FIRE EXTINGUISHER WALL MOUNTED OVERHEAD SIGNAGE ABOVE FIRE EXTINGUISHER DETAIL OSCALE: 1"=V-0" ASSEMBLY (A-2) STORAGE (S) EXERCISE KITCHEN (K) EMERGENCY FULL RIM EMERGENCY FULL RIM 250 220 455 180 PANIC HARDWARE PANIC HARDWARE ON GATE ON GATE 15 300 50 100 EGRESS DISCHARGES EGRESS DISCHARGES / 17 / 1 10 2 TO THE EXTERIOR WITH TO THE EXTERIOR WITH FULL RIM PANIC HARDWARE FULL RIM PANIC HARDWARE 2 3.4"A 2 0.2" - 2 2.0" 2 0.4" L OCCUPANCY CLASSIFICATION -GROUP-1-1- INSTITUTIONAL ASSISTED LIVING FACILITY I OCCUPANT LOAD TABLE: A TOTAL OF OCCUPIED AREAS USE SQ. FT./PERSON TOTAL SQ. FT. OCCUPANT LOAD OCCUPANTLOAD ASSEMBLY (A -2/A-3) 15 NET 5,480 SF 366 PERSONS FBC 2014 TABLE1004.1.2 EXERCISE ROOM 50 GROSS 162 SF 4 PERSONS FBC 2014 TABLE1004.1.2 OFFICE ADMINISTRATION (B) 100 1,437 SF 16 PERSONS FBC 2014 TABLE1004.1.2 SLEEPING ROOM (1-1) 120 GROSS 845 SF 7 PERSONS FBC 2014 TABLE1004.1.2 KITCHEN & BAR (K) 100 915 SF 10 PERSONS FBC 2014 TABLE1004.1.2 STORAGE (S) 300 1,112 SF 4 PERSONS FBC 2014 TABLE1004.1.2 TOTAL OCCUPANCY: A, B, 1-1, K, S LEVEL 1 TOTAL 407 PERSONS OCCUPANT LOAD AGGREGATE TOTAL: A TOTAL OF OCCUPIED AREAS USE NT LOAd: 8 OCCUPANTLOAD ONS BUSINESS/ LEVEL 1 EXERCISE OUTPATIENT TREATMENT 407 PERSONS FBC 2014 TABLE1004.1.2 LEVEL 2 50 204 PERSONS FBC 2014 TABLE1004.1.2 LEVEL 3 14 113 PERSONS FBC 2014 TABLE1004.1.2 LEVEL 4 129 PERSONS FBC 2014 TABLE1004.1.2 TOTAL OCCUPANT LOAD 853 PERSONS ASSEMBLY (A-2) 5480 15 366 2 73.2" 0 Iw7�l��Ill�lisl�r��111�1�Iii�l�l�lllf��lll mill BUSINESS i fflml�mi�l I ICE �__ ®�. 135 Ll� t IIp ■ W I IbK" I�Xd Lmlori gwpp�__ - - _ 1- a o . ,r ❑ ��� C� �� " ��1 i �-) �- �7� ♦ w -■,�� I - "" 'ILIllllllllllln�iiiumnuiummrioJu III I I � �� IIIIIIIIIII 34.0-'/3 (8tSTAIR01 170 1 _ jlllllllllliui 1111111 IIIIIIImIIIIIIIIIIiIR I. OH " fMittttlf�Ii�NN ! OFFICE � ■ ® 'll: ■ � � � � • � i I I � !�!1lfltNil�lpll - ��I;� � _ _ ni w 'r a ll, � 1 *• •`'� I� II -I-II -- �' I� � -I \- ': � ITc',a11111'� � � � � �.�, � �r �.. * lima - NMI I it ow MY A UI� II'lllllllllllllllllllll 1111 lllllt ��. LSI _ I IIII Illlllloi 11IIIIIIIIIIIIIIIIIIIIIIiI�iIIIII IIIIIP I - - _ - �.tg1111�111tt�111tliN1111NH111N8BIN�IIIN , IINBN�NIN9NN111tNlINB6NNNffiYIIIMIi1N�iil�tlNI�IININIIN�111N�NN�NN�NNPo�I�N�NI�NN�NINl�N1NNNIN�B/1NN111�1N11�INNN/111dp11NN�N1�iN�N --;� N =� O �IIR N�IIflINNitNNl �I�NNININNN�I NNININiHNINNi1NN HINNINIIINtllNIt� IIININNI�IIIUNIIiI - - - - NNNNtt�Ni�NiN �II�IIINNN1111flNilIt�111N�111NNN11- IINNI flIN111it�11NiBNINI(ItN�iflll - - - id Y Y ■ i_ •�NtwxtNlN1 a TOTAL CCU NT LOAd: 8 3;pER ONS BUSINESS/ 1 1009.3.1.2 FIRE -RESISTANCE RATING. O EXIT ACCESS STAIRWAY ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE EXIT ACCESS STAIRWAY 3 ENCLOSURES SHALL INCLUDE ANY BASEMENTS, BUT NOT ANY MEZZANINES. EXIT ACCESS STAIRWAY ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS. 1009.3.1.3 CONTINUITY. EXIT ACCESS STAIRWAY ENCLOSURES SHALL HAVE CONTINUITY IN ACCORDANCE WITH SECTION 707.5 FOR FIRE BARRIERS OR SECTION 711.4 FOR HORIZONTAL ASSEMBLIES AS APPLICABLE. 1008.1.9.11 STAIRWAY DOORS. INTERIOR STAIRWAY MEANS OF EGRESS DOORS SHALL BE OPENABLE FROM BOTH SIDES WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. EXCEPTIONS: ® 1. STAIRWAY DISCHARGE DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE AND SHALL ONLY BE LOCKED FROM THE OPPOSITE SIDE. 2. THIS SECTION SHALL NOT APPLY TO DOORS ARRANGED IN ACCORDANCE WITH SECTION 403.5.3. 3. IN STAIRWAYS SERVING NOT MORE THAN FOUR STORIES, DOORS ARE PERMITTED TO BE LOCKED FROM THE SIDE OPPOSITE THE EGRESS SIDE, PROVIDED THEY ARE OPENABLE FROM THE EGRESS SIDE AND CAPABLE OF BEING UNLOCKED SIMULTANEOUSLY WITHOUT UNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND CENTER, IF PRESENT, OR A SIGNAL BY EMERGENCY PERSONNEL FROM A SINGLE LOCATION INSIDE THE MAIN ENTRANCE TO THE BUILDING. LIFESAFETY PLAN - LEVEL 1 EGRESS DISCHARGES TO THE EXTERIOR WITH FULL RIM PANIC HARDWARE EGRESS DISCHARGES TO THE EXTERIOR WITH FULL RIM PANIC HARDWARE 68.0" 2 227'-6" EXIT SEPARATION .2 CLASS 'K' FIRE EXTINGUISHER KITCHEN (K) STORAGE (S) 735 594 100 ROOM BOILER 143 300 100 ROOM 65 SF 1 2 141 (9 (0 300 8 2 ELEVATOR STORAGE BUSINESS CHINE ROOM 298 107 142 ELECTRICAL 4006.3 EMERGENCY POWER FOR ILLUMINATION. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: 2. CORRIDORS, INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVELS OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS 4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 5. EXTERIOR LANDINGS AS REQUIRED BY SECTION 1008.1.6 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 1006.3.1 ILLUMINATION LEVEL UNDER EMERGENCY POWER. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. AMAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. .2 SCALE: 1/8"=1'4 " 101 ARCHITECTURE -ENGINEERING 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteunivers alarchitects.com ocoPyrem eon EfbunNasel.LLc. CONSULTANT A W LU H Q M � U a °oz W aw��� �4 M= o LIL U �111* C0 BUSINESS/ $ EXERCISE OUTPATIENT TREATMENT 1080 1330 50 100 22 14 2 4.4" 1 1009.3.1.2 FIRE -RESISTANCE RATING. O EXIT ACCESS STAIRWAY ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE NUMBER OF STORIES CONNECTED BY THE EXIT ACCESS STAIRWAY 3 ENCLOSURES SHALL INCLUDE ANY BASEMENTS, BUT NOT ANY MEZZANINES. EXIT ACCESS STAIRWAY ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS. 1009.3.1.3 CONTINUITY. EXIT ACCESS STAIRWAY ENCLOSURES SHALL HAVE CONTINUITY IN ACCORDANCE WITH SECTION 707.5 FOR FIRE BARRIERS OR SECTION 711.4 FOR HORIZONTAL ASSEMBLIES AS APPLICABLE. 1008.1.9.11 STAIRWAY DOORS. INTERIOR STAIRWAY MEANS OF EGRESS DOORS SHALL BE OPENABLE FROM BOTH SIDES WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. EXCEPTIONS: ® 1. STAIRWAY DISCHARGE DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE AND SHALL ONLY BE LOCKED FROM THE OPPOSITE SIDE. 2. THIS SECTION SHALL NOT APPLY TO DOORS ARRANGED IN ACCORDANCE WITH SECTION 403.5.3. 3. IN STAIRWAYS SERVING NOT MORE THAN FOUR STORIES, DOORS ARE PERMITTED TO BE LOCKED FROM THE SIDE OPPOSITE THE EGRESS SIDE, PROVIDED THEY ARE OPENABLE FROM THE EGRESS SIDE AND CAPABLE OF BEING UNLOCKED SIMULTANEOUSLY WITHOUT UNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND CENTER, IF PRESENT, OR A SIGNAL BY EMERGENCY PERSONNEL FROM A SINGLE LOCATION INSIDE THE MAIN ENTRANCE TO THE BUILDING. LIFESAFETY PLAN - LEVEL 1 EGRESS DISCHARGES TO THE EXTERIOR WITH FULL RIM PANIC HARDWARE EGRESS DISCHARGES TO THE EXTERIOR WITH FULL RIM PANIC HARDWARE 68.0" 2 227'-6" EXIT SEPARATION .2 CLASS 'K' FIRE EXTINGUISHER KITCHEN (K) STORAGE (S) 735 594 100 ROOM BOILER 143 300 100 ROOM 65 SF 1 2 141 (9 (0 300 8 2 ELEVATOR STORAGE BUSINESS CHINE ROOM 298 107 142 ELECTRICAL 4006.3 EMERGENCY POWER FOR ILLUMINATION. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: 2. CORRIDORS, INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVELS OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS 4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 5. EXTERIOR LANDINGS AS REQUIRED BY SECTION 1008.1.6 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 1006.3.1 ILLUMINATION LEVEL UNDER EMERGENCY POWER. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. AMAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. .2 SCALE: 1/8"=1'4 " 101 ARCHITECTURE -ENGINEERING 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteunivers alarchitects.com ocoPyrem eon EfbunNasel.LLc. CONSULTANT A W LU H Q M � U a °oz W aw��� �4 M= o LIL U �111* C0 Z J a. J W WLL J � J Andrew Seer, PA I AR0016E58 (Fl) t REVISIONS: # DATE DESCRIPTION 05/29/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MAY 29, 2(117 SHEET: A 100.1 Elite Universal Job No. 08009 PROJECT a Z J a. J W WLL J � J Andrew Seer, PA I AR0016E58 (Fl) t REVISIONS: # DATE DESCRIPTION 05/29/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MAY 29, 2(117 SHEET: A 100.1 Elite Universal Job No. 08009 PROJECT LIFESAFETY LEGEND ELECTRICAL ROOM NAME 220 -AREA IN SQ. FT. 300 OCCUPANT FACTOR (SF/ PERSON) 1 OCCUPANTLOAD #X XX.X" MINIMUM EGRESS WIDTH (LOAD x 0.2) MINIMUM NO. OF EXITS (BY CODE) (+ XXX") ADDITIONAL LOAD EXITING THROUGH INTERVENING SPACE OR FLOOR ABOVE 1 OCCUPANT LOAD EXITING XX.X" XX.X" MINIMUM EGRESS WIDTH (LOAD x 0.2) MINIMUM WIDTH REQUIRED (LOAD x 0.2) 19 0 in MEMORY CARE CODE REFERENCE FOR EGRESS DOOR HARDWARE 1008.1.9.6 SPECIAL LOCKING ARRANGEMENTS IN GROUP 1-2. APPROVED SPECIAL EGRESS LOCKS SHALL BE PERMITTED IN A GROUP 1-2 OCCUPANCY WHERE THE CLINICAL NEEDS OF PERSONS RECEIVING CARE REQUIRE SUCH LOCKING. SPECIAL EGRESS LOCKS SHALL BE PERMITTED IN SUCH OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR AN APPROVED AUTOMATIC SMOKE OR HEAT DETECTION SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 907, PROVIDED THAT THE DOORS ARE INSTALLED AND OPERATE IN ACCORDANCE WITH ITEMS 1 THROUGH 7. 1. THE DOORS UNLOCK UPON ACTUATION OF THE AUTOMATIC SPRINKLER SYSTEM OR AUTOMATIC FIRE DETECTION SYSTEM. 2. THE DOORS UNLOCK UPON LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. 3. THE DOOR LOCKS SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER, A NURSING STATION OR OTHER APPROVED LOCATION. 4. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A SPECIAL EGRESS LOCK BEFORE ENTERING AN EXIT. 5. THE PROCEDURES FOR THE OPERATION(S) OF THE UNLOCKING SYSTEM SHALL BE DESCRIBED AND APPROVED AS PART OF THE EMERGENCY PLANNING AND PREPAREDNESS REQUIRED BY THE FLORIDA FIRE PREVENTION CODE. 6. ALL CLINICAL STAFF SHALL HAVE THE KEYS, CODES OR OTHER MEANS NECESSARY TO OPERATE THE LOCKING DEVICES. 7. EMERGENCY LIGHTING SHALL BE PROVIDED AT THE DOOR. EXCEPTION: ITEMS 1 THROUGH 4 SHALL NOT APPLY TO DOORS TO AREAS WHERE PERSONS, WHICH BECAUSE OF CLINICAL NEEDS, REQUIRE RESTRAINT OR CONTAINMENT AS PART OF THE FUNCTION OF A PSYCHIATRIC TREATMENT AREA. EXIT PATH EMERGENCY LIGHT W/ BATTERY BACKUP EXISTING 2 HOUR WALL _ _ _ _ _ _ EXISTING 1 HOUR WALL EXIT EXIT SIGN F.A. HORN/ STROBE LIGHT FE EXISTING FIRE EXTINGUISHER 11111 LLMANUAL FIRE ALARM PULL STATION LOCATED WITHIN 5'-0" OF DOOR CEILING MOUNTED SMOKE DETECTOR. B CM INDICATES SMOKEICARBON MONOXIDE SMOKE DETECTOR FIRE EXTINGUISHER CABINET WITH 2A10BC FIRE EXTINGUISHER WALL MOUNTED OVERHEAD SIGNAGE ABOVE EGRESS DISCHARGES TO THE STAIR WITH FULL RIM PANIC HARDWARE. EXIT DEVICE ON DELAYED HARDWARE STAFF MUST CARRY KEYS AT ALL TIMES 2 HR RATED STAIR OCCUPANCY CLASSIFICATION - GROUP '1-1' INSTITUTIONAL ASSISTED LIVING FACILITY OCCUPANT LOAD TABLE: A TOTAL OF OCCUPIED AREAS USE SQ. FT./PERSON TOTAL SQ. FT. OCCUPANT LOAD � ASSEMBLY (A -2/A-3) 15 NET 1,965 SF 131 PERSONS FBC 2014 TABLE1004.1.2 EXERCISE ROOM 50 GROSS - - FBC 2014 TABLE1004.1.2 OFFICE ADMINISTRATION (B) 100 65 SF 1 PERSONS FBC 2014 TABLE1004.1.2 SLEEPING ROOM (1-1) 120 GROSS 8,460 SF 71 PERSONS FBC 2014 TABLE1004.1.2 KITCHEN $ BAR (K) 100 - - FBC 2014 TABLE1004.1.2 STORAGE (S) 300 142 SF 1 PERSONS FBC 2014 TABLE1004.1.2 TOTAL OCCUPANCY: A, B, 1-1, K, S LEVEL 2 TOTAL 204 PERSONS INSTITUTIONAL (1-1) SLEEPING ROOM T EGRESS DISCHARGES TO THE STAIR WITH FULL RIM PANIC HARDWARE MEMORY CARE CODE REFERENCE FOR EGRESS DOOR HARDWARE 1008.1.9.7 DELAYED EGRESS LOCKS. APPROVED, LISTED, DELAYED EGRESS LOCKS SHALL BE PERMITTED TO BE INSTALLED ON DOORS SERVING ANY OCCUPANCY EXCEPT GROUP A, E AND H OCCUPANCIES IN BUILDINGS THAT ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR AN APPROVED AUTOMATIC SMOKE OR HEAT DETECTION SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 907, PROVIDED THAT THE DOORS UNLOCK IN ACCORDANCE WITH ITEMS 1 THROUGH 6 BELOW. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A DELAYED EGRESS LOCK BEFORE ENTERING AN EXIT. 1. THE DOORS UNLOCK UPON ACTUATION OF THE AUTOMATIC SPRINKLER SYSTEM OR AUTOMATIC FIRE DETECTION SYSTEM. 2. THE DOORS UNLOCK UPON LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. 3. THE DOOR LOCKS SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER. 4. THE INITIATION OF AN IRREVERSIBLE PROCESS WHICH WILL RELEASE THE LATCH IN NOT MORE THAN 15 SECONDS WHEN A FORCE OF NOT MORE THAN 15 POUNDS (67 N) IS APPLIED FOR 1 SECOND TO THE RELEASE DEVICE. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, RELOCKING SHALL BE BY MANUAL MEANS ONLY. EXCEPTION: WHERE APPROVED, A DELAY OF NOT MORE THAN 30 SECONDS IS PERMITTED. 5. A SIGN SHALL BE PROVIDED ON THE DOOR LOCATED ABOVE AND WITHIN 12 INCHES (305 MM) OF THE RELEASE DEVICE READING: PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 [30] SECONDS. 6. EMERGENCY LIGHTING SHALL BE PROVIDED AT THE DOOR. LIFESAFETY PLAN - LEVEL 2 SCALE: 10=1'4' 1 01 1 ARMITECIURE-ENGNEEPJNG - KTM;4i&tIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O C0prVM 2017 ERo Urim* LLC. _AM fthd Pmwad. CONSULTANT PROJECT A W H � a M 0 H a °�Z W wp¢ �Cn Qi LL gado �z0 I.0 o li U M Z p\ Z J N 0- J W W WLL J C¢ Lu LL J SEJ Andrew SecNer, PA AR001665B (FL) REVISIONS: # DATE DESCRIPTION 01rm5 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: JANUARY 29, 2015 SHEET: A 100.2 Elite Universal Job No. 08009 iIge LIFESAFETY LEGEND ELECTRICAL ROOM NAME 220 - AREA IN SQ. FT. OCCUPANT FACTOR 300 (SF/ PERSON) 1 OCCUPANTLOAD #X XX.X"---- MINIMUM EGRESS WIDTH (LOAD x 0.2) MINIMUM NO. OF EXITS (BY CODE) (+ XX X") ADDITIONAL LOAD EXITING THROUGH INTERVENING SPACE OR FLOOR ABOVE 1 --- OCCUPANT LOAD EXITING XX.X" XX.X"-MINIMUM EGRESS WIDTH (LOAD x 0.2) MINIMUM WIDTH REQUIRED (LOAD x 0.2) -� EXIT PATH EMERGENCY LIGHT W/ BATTERY BACKUP EXISTING 2 HOUR WALL EXISTING 1 HOUR WALL EXIT EXIT SIGN F.A. HORN/ STROBE LIGHT EXISTING 4— E G FIRE EXTINGUISHER LLOEHN5-0R ION LCATDWITI"OF DOO CEILING MOUNTED SMOKE DETECTOR. CM INDICATES SMOKE/CARBON MONOXIDE SMOKE DETECTOR ® FIRE EXTINGUISHER CABINET WITH 2A10BC FIRE EXTINGUISHER WALL MOUNTED OVERHEAD SIGNAGE ABOVE OCCUPANCY CLASSIFICATION - GROUP'1-1' INSTITUTIONAL ASSISTED LIVING FACILITY OCCUPANT LOAD TABLE: A TOTAL OF OCCUPIED AREAS USE SQ. FT./PERSON TOTAL SQ. FT. OCCUPANT LOAD l ASSEMBLY (A -2/A-3) 15 NET 1,965 SF 131 PERSONS FBC 2014 TABLE1004.1.2 EXERCISE ROOM 50 GROSS - - FBC 2014 TABLE1004.1.2 OFFICE ADMINISTRATION (B) 100 65 SF 1 PERSONS FBC 2014 TABLE1004.1.2 SLEEPING ROOM (1-1) 120 GROSS 8,460 SF 71 PERSONS FBC 2014 TABLE1004.1.2 KITCHEN & BAR (K) 100 - - FBC 2014 TABLE1004.1.2 STORAGE (S) 300 142 SF 1 PERSONS FBC 2014 TABLE1004.1.2 TOTAL OCCUPANCY: A, B, 1-1, K, S LEVEL 2 TOTAL 204 PERSONS INSTITUTIONAL (1-1) SLEEPING ROOM 8460 120 EGRESS DISCHARGES TO THE STAIR WITH FULL RIM PANIC HARDWARE 2 HR RATED STAIR P4 a (q It 0 to STORAGE (S) F142 300 1 2 0.2" MEMORY CARE CODE REFERENCE FOR EGRESS DOOR HARDWARE ... ........:................... .:.:.:.:...:.:.: ...... 1008.1.9.6 SPECIAL LOCKING ARRANGEMENTS IN GROUP 1-2. ;,:. MEMORY CARE CODE REFERENCE FOR EGRESS DOOR HARDWARE —` APPROVED SPECIAL EGRESS LOCKS SHALL BE PERMITTED IN A GROUP 1-2 OCCUPANCY WHERE THE CLINICAL NEEDS OF PERSONS RECEIVING 8 CARE REQUIRE SUCH LOCKING. SPECIAL EGRESS LOCKS SHALL BE PERMITTED IN SUCH OCCUPANCIES WHERE THE BUILDING IS EQUIPPED = ... _= 1008.1.9.7 DELAYED EGRESS LOCKS. APPROVEDLISTEDDELAYED EGRESS LOCKS SHALL BE PERMITTED TO BE INSTALLED ON DOORS SERVING ANY OCCUPANCY g THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR AN APPROVED AUTOMATIC SMOKE OR , , C EXCEPT GROUP A, E AND HEAT DETECTION SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 907, PROVIDED THAT THE DOORS ARE INSTALLED AND OPERATE IN ACCORDANCE WITH ITEMS 1 THROUGH 7. 1. THE DOORS UNLOCK UPON ACTUATION OF THE AUTOMATIC SPRINKLER SYSTEM OR AUTOMATIC FIRE DETECTION SYSTEM. 2. THE DOORS UNLOCK UPON LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. 3. THE DOOR LOCKS SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER, A NURSING STATION OR OTHER APPROVED LOCATION. 4. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A SPECIAL EGRESS LOCK BEFORE ENTERING AN EXIT. 5. THE PROCEDURES FOR THE OPERATION(S) OF THE UNLOCKING SYSTEM SHALL BE DESCRIBED AND APPROVED AS PART OF THE EMERGENCY PLANNING AND PREPAREDNESS REQUIRED BY THE FLORIDA FIRE PREVENTION CODE. 6. ALL CLINICAL STAFF SHALL HAVE THE KEYS, CODES OR OTHER MEANS NECESSARY TO OPERATE THE LOCKING DEVICES. 7. EMERGENCY LIGHTING SHALL BE PROVIDED AT THE DOOR. EXCEPTION: ITEMS 1 THROUGH 4 SHALL NOT APPLY TO DOORS TO AREAS WHERE PERSONS, WHICH BECAUSE OF CLINICAL NEEDS, REQUIRE RESTRAINT OR CONTAINMENT AS PART OF THE FUNCTION OF A PSYCHIATRIC TREATMENT AREA. LIFESAFETY PLAN - LEVEL 2 EGRESS DISCHARGES TO THE STAIR WITH FULL RIM PANIC HARDWARE. EXIT DEVICE ON DELAYED HARDWARE STAFF MUST CARRY KEYS AT ALL TIMES 2 HR RATED STAIR H OCCUPANCIES IN BUILDINGS THAT ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR AN APPROVED AUTOMATIC SMOKE OR HEAT DETECTION SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 907, PROVIDED THAT THE DOORS UNLOCK IN ACCORDANCE WITH ITEMS 1 THROUGH 6 BELOW. A BUILDING OCCUPANT SHALL NOT BE REQUIRED TO PASS THROUGH MORE THAN ONE DOOR EQUIPPED WITH A DELAYED EGRESS LOCK BEFORE ENTERING AN EXIT. 1. THE DOORS UNLOCK UPON ACTUATION OF THE AUTOMATIC SPRINKLER SYSTEM OR AUTOMATIC FIRE DETECTION SYSTEM. 2. THE DOORS UNLOCK UPON LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. 3. THE DOOR LOCKS SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER. 4. THE INITIATION OF AN IRREVERSIBLE PROCESS WHICH WILL RELEASE THE LATCH IN NOT MORE THAN 15 SECONDS WHEN A FORCE OF NOT MORE THAN 15 POUNDS (67 N) IS APPLIED FOR 1 SECOND TO THE RELEASE DEVICE. INITIATION OF THE IRREVERSIBLE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR. ONCE THE DOOR LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, RELOCKING SHALL BE BY MANUAL MEANS ONLY. EXCEPTION: WHERE APPROVED, A DELAY OF NOT MORE THAN 30 SECONDS IS PERMITTED. 5. A SIGN SHALL BE PROVIDED ON THE DOOR LOCATED ABOVE AND WITHIN 12 INCHES (305 MM) OF THE RELEASE DEVICE READING: PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 [30] SECONDS. 6. EMERGENCY LIGHTING SHALL BE PROVIDED AT THE DOOR. SCALE: 10=1'4' 1 01 1; ARCHIECNRE-ENCINEERIN,- G - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O C 2017 Eae UhWamd, LLC. AN Rightit Reese. CONSULTANT PROJECT A l I� ti H Q M 0 uIIoaoo w �Of �4W0Q a w_j°� LL � - 0 �Z0- 000LLU M Z 00 N Z a 04 J W W W LL J W W LL J SEAL Andrew Sedtier, PA AR0016656 (FL) REVISIONS: # DATE DESCRIPTION 01119/15 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: JANUARY 29, 2015 SHEET: A 100.2 Elite Universal Job No. 08009 ED] LIFESAFETY LEGEND USE SQ. FT./PERSON TOTAL SQ. FT. OCCUPANT LOAD -� EXIT PATH ELECTRICAL ROOM NAME 54 PERSONS EMERGENCY LIGHT W1 220 AREA IN SQ. FT. - BATTERY BACKUP 300 OCCUPANT FACTOR 100 EXISTING 2 HOUR WALL 1 PERSONS FBC 2014 TABLE1004.1.2 (SF1 PERSON) 120 GROSS 8,742 SF 1 OCCUPANT LOAD - _ _ _ _ _ " EXISTING - - FBC 2014 TABLE1004.1.2 1 HOUR WALL #X XX.X" MINIMUM EGRESS WIDTH EXIT (LOAD x 0.2) TOTAL OCCUPANCY: A, B, 1-1, S LEVEL 2 TOTAL 129 PERSONS MINIMUM NO. OF EXITS EXIT SIGN (BY CODE) (+.X") ADDITIONAL LOAD EXITING F.A. HORN/ STROBE LIGHT THROUGH INTERVENING SPACE OR FLOOR ABOVE EXISTING 1 OCCUPANT LOAD EXITING FE FIRE EXTINGUISHER �.LL MANUAL FIRE ALARM PULL STATION XX.X" XX.X" MINIMUM EGRESS WIDTH LOCATED WITHIN 5'-0" OF DOOR OCCUPANCY CLASSIFICATION - GROUP'1-1' INSTITUTIONAL ASSISTED LIVING FACILITY OCCUPANT LOAD TABLE: A TOTAL OF OCCUPIED AREAS USE SQ. FT./PERSON TOTAL SQ. FT. OCCUPANT LOAD ASSEMBLY (A -21A-3) 15 NET 802 SF 54 PERSONS FBC 2014 TABLE1004.1.2 EXERCISE ROOM 50 GROSS - - FBC 2014 TABLE1004.1.2 OFFICE ADMINISTRATION (B) 100 63 SF 1 PERSONS FBC 2014 TABLE1004.1.2 SLEEPING ROOM (1-1) 120 GROSS 8,742 SF 73 PERSONS FBC 2014 TABLE1004.1.2 KITCHEN & BAR (K) 100 - - FBC 2014 TABLE1004.1.2 STORAGE (S) 300 142 SF 1 PERSONS FBC 2014 TABLE1004.1.2 TOTAL OCCUPANCY: A, B, 1-1, S LEVEL 2 TOTAL 129 PERSONS LUAU X U.L MINIMUM WIDTH REQUIRED CM INDICATES SMOKE/CARBON MONOXIDE SMOKE DETECTOR O(LOAD x 0.2) ® WALL MOUNTEID OVERHBEAD SIGNAGE ABOVEIRE EXTINGUISHER O 216'-0" INSTITUTIONAL (1-1) ASSEMBLY (A-2) SLEEPING ROOM 802 8742 091 LIFESAFETY PLAN -LEVEL 4 _ SCALE: 10=1'4' 1 01 I;i IV6i8AL ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O Copyri�l 2017 RbUnmrW'LLC. All Me Revved. CONSULTANT PROJECT A W H � Ili V1 H < Q u- W dW0< Q Li- U- Uad0 4zp 4 0* 0 LIL U) < M_I a ►n Z Q J d' a J �_� LU LU LL J Q U) W IL J Andrew SwNer. PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTIm 05/29/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MAY 29, 2017 SHEET: A 100.4 Elite Universal Job No. om V C Marina Isle Assisted Living Facility: Code Summary Marina Isle Assisted Living Facility (ALF) is not a Federally Funded or Assisted Facility and is therefore not following req'mts of Sec. 504. Marina Isle ALF is not a Federal or Local Government operated or owned facility, and is therefore exempt from Title 11. Marina Isle ALF is not a place of Public Accommodation and therefore exempt from Title 111, with the exception of: • Concierge Desk • Adult Day Care (2 units) These local areas within the building must follow 2010 ADA design guidelines Sec. 304, Sec. 603. Assisted Living Facilities: FBC2014, Sect. 464. 1) Assisted Living Facilities (R-4, I-1) Voluntary Residency I Residential Dwelling Unit 2) Nursing Home (1-2) Involuntary Residency I Long -Term Care "Assisted Living Facilities" 1-1, Sect. 464 "Custodial Care" or extended congregate care in a Residential Setting. Follows the requirements for Fair Housing Act (FHA) Design Manual Guidelines. • Fair Housing Access First: ➢ Amber Fagan, Dept. of Justice 888-341-7781 www.fairhousing.org Licensed by Agency for Healthcare Administration (ANCA). • Office of Plans & Construction documents reference & determinations for Marina Isle ALF by: Scott C. Waltz, NCARBBureau Chief 850-412-4485 Scott.Waltz@ahca.myflorida.com ➢ Mario R. Tur, NCARB, AIA, Supervisor 850-412-4470 mario.tur@ahca.myflorida.com Comparable Privately Owned & Administrated Assisted living Facilities • Mayflower, Winter Park • Brookdale, Ocoee • Brookdale, Conway • Excellence ALF, Orlando • Waterman Village Assisted Living, Mt. Dora All of these facilities offer only the FHA standards for accessibility, and 5% ADA bathrooms, & 2%visual/audio impaired units Marina Isle Assisted Living is a AHCA Licensed Residential & Custodial Care Facility, (1-1) FBC Accessibility Section 106.5 defined Terms. Residential Dwelling Unit. A unit intended to be used as a residence, that is primarily long-term in nature. Residential dwelling units DO NOT include transient lodging, inpatient medical care, LICENSED LONG-TERM CARE, and detention or correctional facilities. AHCA does not define Assisted Living Facility (R-4, 1-1) as "long-term care". "Long -Term Care" is by definition according to AHCA a "Nursing Home", Institutional 1-2. According to AHCA Architect Supervisor Mario R. Tur, NCARB, AIA Mario.tur@ahca.myflorida.com, 850-922-6483; with the Plans Construction Office in Tallahassee: The unit is to follow FHA guidelines for bathrooms. Wheelchair access under the sink is not required. Side approach is acceptable. 60"x56" clear floor space at toilet is not required. Overlap of vanity into the 60" space is permitted as per FAC604.3.2 as the residential unit is a residential dwelling unit. Marina Isle Assisted Living is a Residential & Custodial Care Facility, (1-1) ADA Code, 2010, Florida Accessibility Code 2014 233 Residential Facilities 233.1 General. Facilities with residential dwelling units shall comply with 233. Advisory 233.1 General. Section 233 outlines the requirements for residential facilities subject to the Americans with Disabilities Act of 1990. The facilities covered by Section 233, as well as other facilities not covered by this section, may still be subject to other Federal laws such as the Fair Housing Act and Section 504 of the Rehabilitation Act of 1973, as amended. For example, the Fair Housing Act requires that certain residential structures having four or more multi -family dwelling units, regardless of whether they are privately owned or federally assisted, include certain features of accessible and adaptable design according to guidelines established by the U.S. Department of Housing and Urban Development (HUD). These laws and the appropriate regulations should be consulted before proceeding with the design and construction of residential facilities. 233.3.1.1 Residential Dwelling Units with Mobility Features. In facilities with residential dwelling units, at least 5 percent, but no fewer than one unit, of the total number of residential dwelling units shall provide mobility features complying with 809.2 through 809.4 and shall be on an accessible route as required by 206. 233.3.1.2 Residential Dwelling Units with Communication Features. In facilities with residential dwelling units, at least 2 percent, but no fewer than one unit, of the total number of residential dwelling units shall provide communication features complying with 809.5. 304 TURNING SPACE 304.1 General. Turning space shall comply with 304. 304.2 Floor or Ground Surfaces. Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Advisory 304.2 Floor or Ground Surface Exception. As used in this section, the phrase "changes in level" refers to surfaces with slopes and to surfaces with abrupt rise exceeding that permitted in Section 303.3. Such changes in level are prohibited in required clear floor and ground spaces, turning spaces, and in similar spaces where people using wheelchairs and other mobility devices must park their mobility aids such as in wheelchairs spaces, or maneuver to use elements such as at doors, fixtures, and telephones. The exception permits slopes not steeper than 1:48. 304.3 Size. Turning space shall comply with 304.3.1 or 304.3.2. 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with 306. 304.3.2 T -Shaped Space. The turning space shall be a T-shaped space within a 60 inch (1525 mm) square minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with 306 only at the end of either the base or one arm. 'tel: 48 min i' FIGURE 304.3.2 T -SHAPED TURNING SPACE .... - .. 304.4 Door Swing. Doors shall be permitted to 4 f r swing into turning spaces. 305 CLEAR FLOOR OR GROUND SPACE 305.1 General. Clear floor or ground space shall comply with 305. s 305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 305.3 Size. The clear floor or ground space shall be 30 inches (760 mm) minimum by 48 inches (1220 mm) minimum. 306 KNEE AND TOE CLEARANCE 306.1 General. Where space beneath an element is included as part of clear floor or ground space or turning space, the space shall comply with 306. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space. Advisory 306.1 General. Clearances are measured in relation to the usable clear floor space, not necessarily to the vertical support for an element. When determining clearance under an object for required turning or maneuvering space, care should be taken to ensure the space is clear of any obstructions. 604 WATER CLOSETS AND TOILET COMPARTMENTS Water closets and toilet compartments shall comply with 604.2 through 604.8. 604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water closets shall be arranged for a left-hand or right-hand approach. FIGURE 604.2 WATER CLOSET LOCATION 604.3 Clearance. Clearances around water closets and in toilet compartments shall comply with 604.3. 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall. ADA Code, 2010, Florida Accessibility Code 2014 (continued) 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. EXCEPTION: In residential dwelling units, a lavatory complying with 606 shall be permitted on the rear wall 18 inches (455 mm) minimum from the water closet centerline where the clearance at the water closet is 66 inches (1675 mm) minimum measured perpendicular from the rear wall. Advisory 604.3.2 Overlap. When the door to the toilet room is placed directly in front of the water closet, the water closet cannot overlap the required maneuvering clearance for the door inside the room. FIGURE 604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET y a CLEARANCE IN RESIDENTIAL DWELLING UNITS s 604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. ;j. EXCEPTIONS: 2. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (380 mm) minimum and19 inches (485 mm) maximum above the finish floor measured to the top of the seat. 606 Lavatories and Sinks 606.1 General. Lavatories and sinks shall comply with 606. 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. EXCEPTION: 3. In residential dwelling units, cabinetry shall be permitted under lavatories and kitchen sinks provided that all of the following conditions are met: a. the cabinetry can be removed without removal or replacement of the fixture; b. the finish floor extends under the cabinetry; and c. the walls behind and surrounding the cabinetry are finished. 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches (865 mm) maximum above the finish floor or ground. EXCEPTION: 2. In residential dwelling unit kitchens, sinks that are adjustable to variable heights, 29 inches (735 mm) minimum and 36 inches (915 mm) maximum, shall be permitted where rough -in plumbing permits connections of supply and drain pipes for sinks mounted at the height of 29 inches (735 mm). 606.4 Faucets. Controls for faucets shall comply with 309. Hand -operated metering faucets shall remain open for 10 seconds minimum. 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. COMMUNICATIONS FEATURES ADA 2010 Code References (Applying to Marina Isle Assisted Living Facility 2% REQUIRED UNITS WITH COMMUNICATION FEATURES) 809.5 Residential Dwelling Units with Communication Features. Residential dwelling units required to provide communication features shall comply with 809.5. 809.5.1 Building Fire Alarm System. Where a building fire alarm system is provided, the system wiring shall be extended to a point within the residential dwelling unit in the vicinity of the residential dwelling unit smoke detection system. 809.5.1.1 Alarm Appliances. Where alarm appliances are provided within a residential dwelling unit as part of the building fire alarm system, they shall comply with 702. 809.5.1.2 Activation. All visible alarm appliances provided within the residential dwelling unit for building fire alarm notification shall be activated upon activation of the building fire alarm in the portion of the building containing the residential dwelling unit. 809.5.2 Residential Dwelling Unit Smoke Detection System. Residential dwelling unit smoke detection systems shall comply with NFPA 72 (1999 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 809.5.2.1 Activation. All visible alarm appliances provided within the residential dwelling unit for smoke detection notification shall be activated upon smoke detection. 809.5.3 Interconnection. The same visible alarm appliances shall be permitted to provide notification of residential dwelling unit smoke detection and building fire alarm activation. 809.5.4 Prohibited Use. Visible alarm appliances used to indicate residential dwelling unit smoke detection or building fire alarm activation shall not be used for any other purpose within the residential dwelling unit. 809.5.5 Residential Dwelling Unit Primary Entrance. Communication features shall be provided at the residential dwelling unit primary entrance complying with 809.5.5. 809.5.5.1 Notification. A hard -wired electric doorbell shall be provided. A button or switch shall be provided outside the residential dwelling unit primary entrance. Activation of the button or switch shall initiate an audible tone and visible signal within the residential dwelling unit. Where visible doorbell signals are located in sleeping areas, they shall have controls to deactivate the signal. 809.5.5.2 Identification. A means for visually identifying a visitor without opening the residential dwelling unit entry door shall be provided and shall allow for a minimum 180 degree range of view. Advisory 809.5.5.2 Identification. In doors, peepholes that include prisms clarify the image and should offer a wide-angle view of the hallway or exterior for both standing persons and wheelchair users. Such peepholes can be placed at a standard height and permit a view from several feet from the door. 809.5.6 Site, Building, or Floor Entrance. Where a system, including a closed-circuit system, permitting voice communication between a visitor and the occupant of the residential dwelling unit is provided, the system shall comply with 708.4. Florida Building Code, 2014 SECTION 464 ASSISTED LIVING FACILITIES 464.1 Scope. Assisted living facilities shall comply with the following design and construction standards as described herein. Note: Other administrative and programmatic provisions may apply. See Agency of Health Care Administration (ARCA) Rule 58A-5, Florida Administrative Code and Chapter 400 Part III, Florida Statutes. ASSISTED LIVING FACILITY. Any building or buildings, section or distinct part of a building, private home, boarding home, home for the aged or other residential facility, whether operated for profit or not, which undertakes through its ownership or management to provide housing, meals and one or more personal services for a period exceeding 24 hours to one or more adults who are not relatives of the owner or administrator. 464.4.3 Common areas. 464.4.3.1 A minimum of 35 square feet (3 m2) of living and dining space per resident, live-in staff and live-in family member shall be provided except in facilities comprised of apartments. This space shall include living, dining, recreational or other space designated accessible to all residents, and shall not include bathrooms, corridors, storage space or screened porches which cannot be adapted for year round use. Facilities with apartments may count the apartment's living space square footage as part of the 35 -square -footage (3 m2) living and dining space requirement. Those facilities also serving as adult day care centers must provide an additional 35 square feet (3 m2) of living and dining space per adult day care client. Excess floor space in residents' bedrooms or apartments cannot be counted toward meeting the requirement of 35 square feet (3 m2) of living and dining space requirements for adult day care participants. Day care participants may not use residents' bedrooms for resting unless the room is currently vacant. 464.4.3.2 A room, separate from resident bedrooms, shall be provided where residents may read, engage in socialization or other leisure time activities. Comfortable chairs or sofas shall be provided in this communal area. 464.4.3.3 The dining area shall be furnished to accommodate communal dining. 464.4.4 Bedrooms. 464.4.4.1 Resident sleeping rooms designated for single occupancy shall provide a minimum inside measurement of 80 square feet Q m2) of usable floor space. Usable floor space does not include closet space or bathrooms. 464.4.4.2 Resident bedrooms designated for multiple occupancy shall provide a minimum inside measurement of 60 square feet (6 m2) of usable floor space per room occupant. 464.4.4.3 Resident bedrooms designated for multiple occupancy in facilities newly licensed or renovated six months after October 17, 1999, shall have a maximum occupancy of two persons. 464.4.4.4 All resident bedrooms shall open directly into a corridor, common use area or to the outside. A resident must be able to exit his bedroom without having to pass through another bedroom unless the two rooms have been licensed as one bedroom. 464.4.4.5 All resident bedrooms shall be for the exclusive use of residents. Live-in staff and their family members shall be provided with sleeping space separate from the sleeping and congregate space required for residents. 464.4.5 Bathrooms. 464.4.5.1 There shall be at least one bathroom with one toilet and sink per six persons, and one bathtub or shower per eight persons. All residents, all live-in staff and family members, and respite care participants must be included when calculating the required number of toilets, sinks, bathtubs and showers. All adult day care participants shall be included when calculating the required number of toilets and sinks. 464.4.5.2 Each bathroom shall have a door in working order to assure privacy. The entry door to bathrooms with a single toilet shall have a lock which is operable from the inside by the resident with no key needed. A nonlocking door shall be permitted if the resident's safety would otherwise be jeopardized. 464.4.5.3 There shall be nonslip safety devices such as bath mats or peel off stickers in the showers and bathtubs of all facilities. Showers and bathtubs with a nonskid surface require a separate nonskid device only if the surface is worn. Grab bars shall be required in showers and bathtubs. Grab bars, whether portable or permanent, must be securely affixed to the floor or adjoining walls. Facilities newly licensed or renovated six months after October 17, 1999 must have grab bars next to the commode. 464.4.5.4 Sole access to a toilet or bathtub or shower shall not be through another resident's bedroom, except in apartments within a facility. 464.4.6 Security. External boundaries of a facility or a distinct part of a facility, including outside areas, may be secured using egress control or perimeter control devices if the following conditions are met. 464.4.6.1 The use of the device complies with all lifesafety requirements. 464.4.6.2 h r includingh r ident s bedroom or apartment, bathrooms and all common areas and have access to outdoor Residents residing within a secured area are able to move freely throughout t e a area, the es p , areas on a regular basis and as requested by each resident. 464.4.6.3 Residents capable of entering and exiting without supervision have keys, codes or other mechanisms to exit the secured area without requiring staff assistance. 464.4.6.4 Staff who provide direct care or who have regular contact with residents residing in secured areas complete Level 1 Alzheimer's training as described in Rule 58A-5.0191. 308.6 Institutional Group 1-4, day care facilities. This group shall include buildings and structures occupied by more than five persons of any age who receive custodial care for fewer than 24 hours per day by persons other than parents or guardians, relatives by blood, marriage or adoption, and in a place other than the home of the person cared for. This group shall include, but not be limited to, the following: Adult day care Child day care Additional Florida Building Code References (Not Applying to Marina Isle Assisted Living Facility) 308.4 Institutional Group 1-2. This occupancy shall include buildings and structures used for medical care on a 24-hour basis for more than five persons who are incapable of selfpreservation. This group shall include, but not be limited to, the following: Foster care facilities Detoxification facilities Hospitals Nursing homes Psychiatric hospitals ADA / FHA PROGRAM REQUIREMENTS DWELLING UNIT: FHA STANDARDS FOR ACCESSIBILITY - 100% REQUIRED DWELLING UNITS REQUIRING ADA MOBILITY FEATURES (ADA, 2010; SEC. 233.3.1.1) - 5% REQUIRED DWELLING UNITS REQUIRING ADA COMMUNICATIONS FEATURES (ADA, 2010; SEC. 233.3.1.2) - 2% REQUIRED TOTAL UNITS: 93 ASSISTED LIVING UNITS 93 UNITS X 5% = 4.65 - OR - 5 UNITS REQUIRE ADA BATHROOM 2 ADULT DAY CARE UNITS ADA BATHROOM REQUIRED AUDIO / HEARING IMPAIRED UNITS 93 UNITS X 2% = 1.86 - OR - 2 UNITS REQUIRE (REFER TO ADA 2010, SEC. 809.5) AUDIO / VISUAL COMM. ADA / FLORIDA BUILDING CODE SUMMARY SCALE: NOT TO SCALE 01 1; IVf3t18AL ARCHITECTURE - ENGINEERNG- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com OCopyright 2D17 Eae U&&wLLLC. AN Right&Nemwd. 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T � � 1 4T4 X 56� chemi- : —11 .... ; : - i "e", 11 � , : ; � . .1 � I ! : I 4 , I � ;� � : � I ,/ -mace a�t bazhvub C . -* ; 1. : . I I I : i. : I 11 : � . � ... ... . I - � 1-� �, � l fl?o r zp;�,r-c- a-, tof,lemr� \ ......... . * - ", .1. I - ., , V�- "I'll, --------- - I .. �� -- -Ii� . �, 1. I 1 IS . .. I / #- " :1 I , . .1 �1 I . '� , � I - I � 1�d ".. I 1, ff. , .. I , I . 11, i 1. i . - . - -... I �?- �, - ; �Fll - . . --- "I'll?" 11.1.11, �/ V . . �i-' '. ;t i: X '. : i . I/ ........ .. . — r "'. g ... , : I , : . I � , -fl, rA ": ,: 1, ',',�, �� . - � - -7: . ., , , " ., ,,�,, e_,__ I/ I - V.., �j .---r �,,. ) � j-- x I I �, . �%O i . - - .11 .1., -3 i , I . , "",-"�--, -\�, I 11� '--A, - ,".,--- ... I I . , \ , 1, 1, " 9 .- I � . f I , , , , . ..................... --;, �1 , � . i � "%'., -, H- j- . .. . ... � -,,-`-�" ,,- � ; , I , ��, - I .. � �,.-, , - - ----7,K-- . , - , � � . �,, .�, . � amcausz z,7 �stzr,,A"4rd- af'r.ud 2pa-d�-n'g, - I I . I : � / , ; : I I - � I � : I , 4 i --IN : � I .... I �-4. ,; i , -- � S-h�:�We� � �-;;;ff� -;,:,�--A ar s,�,ftym, -wd,f hzmt; - I k - O'. -N . 1� :� ----- .... � ............. ,( 4 � t..----: , , I . I . , .1 .. I � I ,j. I . -1- h;zn-iz-�mr,"I", I I ( ) j va be lorlg . ; 1: .1 -/ lt I .. . . i ,er than :pe.r.ifi.pmd c,c� :.� � ?.; , %� . 11 : I I I I -- �'�-, f 1) 2' rl,',,�Ck sc,44 . 11 . I � ', ; 1. I 11 I .... I "I'll ", ", .- .- ib A:rxeptable Not Acceptable .0, "' I : - , �---- ,w,o., bxacki�i I � I.. - , , � j lkipp �t n0l;441-ary ,W-h,-.,�.k�lq, ,�, U�-� �) , �-� 1. ", , I 1, 'If, "', I , 11 � �, I � , . 9 I I �-i .ik.;& .... - -i�;� - � -�- . . � - ��- I Z11 �- 1 5 -- Ar ac at oil t . . . . . �i*,�* 7= 1 , Saime Features May Overlap Cle.m. Ff-oar Sp e T . fB , '. I -1 ': - i � -110 : I � � :� I I I I 1 I I- �-111, , , " I 1. 1� , I i Z. 11 .,. ", -� -,-,-,--- , I . . 1�1 *1 - I Plan View of Extended Horizontal Blocking I . I - . -.11 : / -, 48-1mci4 X 664#4ct4 I . - I /, 11 . . . . . . , ...... I I . I � ..... , I I W . I : . Between (ormotional Wmi:d Studs I " _,. -,, V CLEAR FLOOR SPACE ��� 11 ... I . , "", � I 1 9. 1 .1 - .. I 1,�, , , , "*-. I I I . �, � , . . 'Iil wm- idw qmt-efi�r a fi,m,va-fd q-q-,-fm.db wfixn-a side of dle m'k� v",� ptiffl 1,n c'k, r f o the bovv' T,o I ,,,, �-9 � ��? I , I I ,�, �, . , 1. " p , , , . . �, ., "', 1� , , , I .. - 1. � I - - � . , �, � f�, - , -� n ,c k w h r� I I �.II�li : . ,�,� ," , 1,avavmy 6" adim, ,a to th �, o,,y,k.f;,,,. thc�. ,c- . Alloxm C-,-fwt�l 'a fi-a..la r;,i-�,iti�5.f",,�,---,t,�,l,k4e ,5pa,-c ki� ---1 jx.-rp,.i.��- .- -1 . I .1 ,- I 11 I I . I.... : � 1 - : . / , "I" . � ..". � , i 4 . ,� ;� :",", � I . , , . , I , ; I . . . I , -1 , .1 V1'.;,1.,c-,,u.,Ah, wieder, I,�_ , �, .... / - . , . . I I I. - � , .. I I I : . ,- -e.- �- - - - - -� -,x- ,.I c-nit'licclun:n ofi,56 11 -die", hmli , "I w', tl.11-1111ar Appruld . I I,. ,.,.,y - .-�,.; � 411T.l if-� dc,ir " I �� " on, �, � , f 6, , o .. c, ]I? - ----- — ,�- o,� n,.0,tl,-,;.,t I - f L, -111k,L-w ... o- ......... � .... �--W.-'r ---- ..... I ..... -1-1-1.. � - I'll, I IF � I - -- I , , � � ;/ I I 1. I . z ....... "Ill , .4'... � twmdif- 46w I --'�--`- 11,1111.11 .... . .. -111, &,Ors m -,ay i'mrig int'i 01 1S . lfer�, v, �,,,,-,ua7,;.d-e tht'. flcmm, q,xce ?;1li-m.Abf--.-i, ,uivo. A,�.i. Ad:,,x,Oi,'� ,�, ,;�: - , 1 1 / I � � do r lo,-,-,.i.r,ol..;�,i):I)(,,�,,,ie,rl:f,xt�-,- , I I .. I � 11 . ' ' , II . -� - o' 1: "MQ dr-afl flfos.;�- svic�-�. xt I ' ' I I I 3T, X 49' �-. om;� nc--,ar --------/ I �.'r"�%1"1.��".�,�,'����",�,"��'t�:1 ,�'�,�.-,,--,�.�_-.,�"."I�-IL��-�,�lsa.rl"- f.,P �AKX-�<-'11t)� �:,�� f'�*,,-,,rm,;--xu;i -1-, 'Inch x r -',,6 -1a ---h d, ,, floor spac%�� ,,-�,� �,!ItAt. ;1 13,f�`fffl, , I 11 I - � I I � I ----- I I - tz, I 11..�- - � 11 'k 5�'Illyaursl.st pro"Vid'vii zhe,�-e I . - 1. I �� . -, � ..1. � I .. spa,:P- para� ,�,' to ,2FA I I I , , I �-- � , t), 'I" D'It d -.1, m -, --. '. , .� .1'. - I �,�',I� --t-,, t - * . I Ad&-r-j-,zm1 vi--Ttical --mAms Lan be pll,aLed an �: . I I - . , I approach u-.!, th:��. tl-`Iik-i,� ,*�*-, .*A. lb�,,frton---�� 64 lhr: .1 �ffl,fl). T-1�411>1'� 0, 'Hffl-, ,- "'" "'.N b lv,,tA.d �. mg *W* t 2117 III �,,, ". c,,mvered. <ufi ba, -,m ., ,-,,,. m',:q?,Pt*,,m,�h e�,ri&: c4 e,acrh sapec-di ed, ,reink,rcz,d arel.. This �: ., l. -�;, "i I ,I spAce m p,-I,Sib��o, m 1 ,;, . j ,;,, . I'll ,-". , M, -1-1. - I-, .11 1, , - - lk I vvhs,,e,mhzJr oumde oi----, The ms,I.-,� �m,�mi� ,&6detht: wh,,�,�I.-h-]-.I. t '�fix:,n,r- t-.�,. ,,�?;"� d,u-, ":o -01'a al. ) Ill; ixos"i"ble, . , "I'll , , --`- . . . . . . I'll", I - -3.- - I I - 11 mv*�OAd 1� M., r -e expansive, &'ffitu,�x m-JmtaI,,. .1, .. . 11 - ,,, - I - - -� . ��7 . ...... - I \ I � � . . . .....-.......- .... 11, 'he , accum,te Y, arid mrm-:�-, &flfi-k-uk to fi?m.�� aftef� .1 . I -r vwing of TJ -;oor S, it I , " , , I 5 I �] rKfi- r dh',� Toilet Ix,mi,01- v6ll sw',--n -flue-l-n to efidh,,�;- conmtru�--Vku-m It pr��-,4des kas flex- il,iIty - bar : I 3 f If can b�c, doae- � . I I �, f 2I MI."-, : 24" fr��'n�. I KM0WVe.rlflS SpaCk I \� I . . , 111---:=-4� — ----------------- -,--- r . , I - - , "" .1-,zemtrmt xn'4 iL ,m,or�-e-, likely to re-sul , �n a I + Il � P, � � ��]..- . , iii ', _ I , 1. - -r 'law - ----�, - -- -- - .1 -W.,,eai.,�, C�,-,fn'�7"ort�o*. ill Bathraomf3fi __ ... ___-__, Y-0" w;,,e (m,'n `% lzz-r-s- &ag.mx pp-ma,di lro,r�r U..zr , Additional Stud Method � �, I I 3w'r?r4i�- , 1. L:Nk Tc,--vte m bxthm-,m 111� - - ---- �L---m,- I. ?,mpmmed � km --,P- 'MA exev�2te a -1.1 I 4 . of Rpinforckk,�r for Grah Sars �.,� I.. , � \1 L 1. a- i, i �, �-- -, ,�-- 4va-zoq W�itlfi splact. ks wvzitable 'k �b-ward-:a. - il, 1, '11, .. 1 � `u *l I .1 *'-"P-'*, Space be, �wcatcmry '. ar, :�il I �1. irpen , -7, —�--., - - P, e , dkf r � : , � 1i :�- 1 2� b I --w I '�, w� i a ,�k-. ir ed ............. CLEAR FLOOR SPACE -:f-1 � �� , .7-1 .1� 11 .1 11.11, I � . �Vv 11 I.- ,- i - , . -�j &:tgom,3l ap �-n,7t,-+: ,I , . g -,�,4 -- -- �' - 7111- r-4. j I I . I P W111 'j-.4'et"', Tiq-4g �: 17 -- 1. i-4, !' , , , I . I . . , .... . . AT TOILET FIXTURES C; �� 111 1 11, 1,11- W ?P"�fil/, tr,.lft�;,�Cl- ;:- -,-I- " ,,, j ... -�,,- -s-szp-�md paskio��, , m �-mt -, �-:��i*�:-:- . � �� S ...... -11 11 '.. ---, Ala 49'X &6.�' 11: " I . � --, I I."..,." . I I -1 I �` - -� I 1. , , � 1, -:.:!::.1.1 1, � . (i ma - --r SPV - . .11 � :-,-, , I I . I j� -00f, b,-xle- cmbm,et, - , , -.. IL , , . 6 r 1-�z ,;� �11 - ( , U-) - ) , , , . , - I I Tbiv cic/lx floolr. spz�4,-;c a". toil, --,vs va,rlk,-,�,, il.11 ,,i-- in - D, 1.,t , '.1.,�,,-,,,,J. kq>,,-.,,�.:d.,., on Wh- "'l. a,p :r m --h ", av,x, - � J - 11 Plate- �, I . .. , -:1. -.-Ru 0, �. �K � , t 12.". .P �, ,.,'�, It 1 - - - 7- , I 11 .z, - `7 � - - , . -.,�,�. , � I d ms r-, 11 ., 1, . 11 I.- ..... - I E" , -tabled . ,� K:'. X�. 'i \ �. 10 .11 J., P 1�- , ��.,�, I . � ` , , . %, 1� , ;, L. 11 - 'm -,,, -f-- , �/- Afte-ld - '--,-, �� i'm -,- �' t , " .-,-,, - -o - ,.-,Te, m�� . , I -t- -, -,I � . I 1, il� 7--, . 1. I, ,t g tl"-? dhe d euilk " , �;p,---u- � fi. , �� �f I ch 4- �,- ,af�, li,a,�-, emies a -mf S-fi-st, w;". -n-q,,,.k 1- ,.". , - � � , ".., :�: � , _ 1 � .. � .:1.. . _ ,� � 1, . - � ....... , : 'N . , - m e, t a� . "�. ��. I , 1, I ,,e � --" I- I , , , � , , - I; I ,, .., I -Z, � - I -, � .,� .11,111, 0. A I p,m�rpen-d4culu -.*,, 1. - '� I 1. I , "- "I .".,. -I -,- - dler f,l,-la )- 1,11c'. u�.-ac4x�4rl.m. d clem- fl,mm, m,pa,cc> re- .. 11 . . . . . . I", , - �,.:- "r Ax,mn, ,-;a. o -, t-ur�..'!, L- i �r,,,��.m. --�,I-nc-,,unit-". uf'�,-,Jeaf i 11 - I'll �- i I .. f +m , . . s- tu d � ,I �, . 'l 1 . - , , �. e. I j �, 14 . �"H p -u ---, �. ,� *.- - .1 11 r'. -; r,*f �,,, . & . � � - . .1 � ,,*,, I . - � . I . I I -�-�, -,. � ".- --- d oxm,lud"I wit I J I ',' I im"c-? �-Jfl w,� 4, �,Iihccldh.i�jt wm�r : 51 pz�-iv�rl � 1. �i .�. ! " k. 1� 111151o/�. I "p, �� tlnvm�, b�,� ill. aimi'l,�','. yuin;.-�, ,,y th f,- j. ---,, / - ,� .1 I 11 ,.- .. � � I �� u dd "I � � , f . I I I : � '�. I *;� - I � :, .� � .. - .. 4111111111111 --- I'll -.--,.", 11 , - : � I .. - f0,r.fi-;,-W3! , - � �� c/ -- -- '14", , ,�', . I A -,mm7mfi-,r-turE,�, flof-med m�ml I " . ,�'*"",.�,�-,-..q.�,7�-.�,��.�.,I-.I.,,I��l,if,, n,p�-�14m,-&f ,,:�,'��;�,,�-�)fai�,1-,,,u�?,��h- -,,� aptm',- 1-i. tLw Zod, mmd, amc,- f'�---r o,nlo dw- 15m.-ii.y.e I �, ".. . � tix , o '� , 4 1 - , -V . I .1 I , : : 4 I I *;* . � .. approa-th . -ek - I . 11 ""I'v l .. , k , fl V cing Plate rmc�, b -e, spuc �- - * .. . I I , � . , " he�-e to . . ," , / �,-MI-l--T 1, -, t z,-�r --6d,-�, � ;aljcr�v ;� i�A L ,,h�-, per ons u. �--, i �;ag� A ,� av i e z -v 0 f, im--k-,_1 ff�B,d,-Clft -ffild 'Wf, ,i,-,, , ,,_, d 't nmv,f s,f,-T t ... �----- �:10,�- kxzam-d; � 11 , , 1:1 i , r�-,�,l I I r�,, la�c I . 'ded I � 6� I I - I. , I I I I : w*-�,, , r -w ,m-xewed t*,-� stu&, I I I .: ��- 11 ?I , I � : I I f, d "" ,0 f ; ... I ,I ; � ., 1, 71,11,3w 114 brw-,X� �, l . :j � - m i rl� " -,�%+,�'-- �--],- h,ai rs, �-","�-,h.t--,'t�t-"I.".f-'�,� The,,maaksfior l:,-�-'CE-n- m :,f 1, . , I � -m, - ,. . I - - - I g .. iqu, ,, rnost� cm -- , �, -� ;- .1 I - � � mp - 0e, *1. .. -� .... :", ... - I . proac h , � - * - , I ; 'I' ap ch. , * I � , .... , I , , , . 1� I I � � 11 �� .. .. � " -�rr,�. l -,,-I. l- ., - � .1y - W11-io, zls�:- Wk,,,-,-*1,,.:il , ?,a�mnI�, �u,,,,. I an" " ke rmr,v,:S�T.d, ,,-�,�'��,ri�.,�"g.l�-.!:'�i.:,.-�t.-�,.,Y�,� d., � -1 � - , � kfat XN-1 � o. � r.11 -'. ; ,.�.< . ... I .- p ,.[".I, $ 11 I I 11 I'll .m. 1. .1 I , � , .�111 I 49'mvm, . I'll 11 ** , , 11 -4 ..... -11-1-� ��JT� �.: ............ I I ,; ,;� ,;� �., ,;� � I.. , ..f� -- *� / ,I " , - 11� -ta I v n-lVk I .�-..-- -1�i 11 I ,�, '11, -..- , , nado"ie t<�l� ". tand, W-�l,lf - rra,,�Isl�o-rflng i of..i., wf,,�.o'fd- n;d, re,v-- rse di�,l o A:I amd p�a,mflld, '1�,-$e--- -.r I Al" F , .1 I : ."..-Ir ", ",,*� - :��:, . � , I I I ,� - I , It-, �,-�an trmn,--,fi-4l� u,�, and ppo-.-��,u`b4k�-. ie,i: i,�,� I'W��. �0 j)o,�Mt,�,,?'�l�l t.ffe t0H',-�t nn;alh-�-%,- . ate I C hullr f',o tfw t�--�,,k,l-- ,S -f,?" --f-,,,- p�-, *11'�,� � 48" X 66" Clear floor Sp , .� - -y) I , , ' (with Overiapping L-wator Reinforcingat. Metal Stud% "'i'mn.-t ll-��-� vik� -f'i-.mun. oniv ol-l---, ,,,ide- 0,:1-,:I,,r-, ----i-u.--�,, 1�():v,�V,'And, pw�-pel,-�di a1mr, and m" A--�,>`-t',� �- 7. - . . ,- ,-�I��I-,V'0'2dlC- 6A 6 7�40 7,44 U--,S�W,LE KITCJIM AND BATITR,,001SI'S a PART D, USABLE 1-1i"T.11ROOM's . .- I - . ........ - ente --Ime , —111111--111- c .,[ --?, F b i s,.'n . CLEAR FLO-OR ,SPACE AT LAVATORIES - - 'I I j - - i,/ � - - .r , i amId dcmr ,Rog.�. ; ,� : . I � k .'." 0 * " �', A . 0� � 1: : . �. - ,;-in,ilf� x 8 - -1-,--'h; clkc:ea ,,, mm - fps'.I.c.c , nnqu rcd", m I : I ` I -. sp-IE;.�� alk�-,.mzd , I-.. I I V k3 . lr� r, A � �1%1' .."...,... 11.,��-- h.v-a-,f..ir.- ��i,-?:.� ;)-,-�Xm -y ho u,m-e�,, A,0,,,-hAc:fu"'iK o":. , I , -- I �, -r- , i I I , , ,$4 I I g I �. -!, -mc,j, o -, . ,,,.� f t ".) V �,�,'A-10-1��-.`F ,".All. ,,.,,,�f,.,�.,�,.�...,'."�,-.��ji,�-5'i.ii.�-j:kil,-,..e,"�,',-�'Ai.s;�.).''. m.,ea,a o, I ,,, I �11`...... 11 , I 11 I . - j -� "I., , .. I 1" � l;, ,,.I.,, ;If�, .. , u.n..., wh�,,�,--- f- ,`%h k": � f", p, ki, I K -;.(.'C �� ";,.,i:jl0 , m , ."d'. I , I . . . . . . . I , I 11 :, 30' X 49' �.kmf- ft�o,�r I . � - ; , ..e� I I , i � $1 , i &I, f "*�l, ��, i�.��-,�,,-��.;�,,�".:,/I-")I��,-�.Y-,.;i,:Ik��, S:fii�,-3411 - Ii.1114C-IR .i�, It's- V;, dl:f che"'..1. 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X Not kxeptable for Paralle-I.Ap -ch , , proa " i- ! g - � 11 I � '/- � � ' -. , , I I - , , �- - ':',1� t --Mm � ,,��, 11]t,*,� ,,�� `l/fl: f P")1711. "Al"'t pm;mjid,tm ito ,,�,-ajshl ,; ,-!� ,��. - t, iA. � I Rrmovahle Raie-- Cahirmt Mu5t Be Proyided I , --., I ," . " �� �,,-IIKM�-f".P,,. ,A -*,1F lj'��-;,. *t'Qj�,;1`1, 'ff i1euri ', el-h� e-��c, Retau;e Clear Floor Spa,tA Cam Not Re Centemd 1-� 4-, .-,,--.--. � , - -- j - , - - - - �. I! r. I . ' I , � ath , '2A T , , . I . lvml. 1W I I i-l-110i�'.11tik b.,,sw�,. c,;ll.,,kru�.-u; -,,-a4l km -e, j red r -3-10,ml ":.�� )n C,�,'l ,Reqdll Im A. m. d 8 9 � mems) . - 'T spll- ,-,,,--,, Z-��-�-�---��,-s' �,Y-1 p" " 1�-4.9- - I - 7�47 I I FHA CODE SUMMARY SCALE: NOT TO SCALE I 01 ,;E& ARCHITECTURE - ENGNEERING - INIERIORS 321 0 S. Osceola Ave. Odando,FL 32806 407.325.3550 www.eliteuniversalarchftects.00m 0 CWflW 2017 EhM UWOMA LLC. AN Rightl PAmmd. M CONSULTANT PROJECT = W ==! �* >0 (A �* CA �* rl_ Ii.* W q,t 11 - (A .,I�*0 q1 *4 > m 0 < of < < �� 0 0 ii.- 0 LL W k- Ft z LLJ 0 < *4 P6� 2 _5 0) (A 00 J LL LL U d 0 ..e�4 ie� of � 0— 4 �* LL 0 m Z �,- L0 < �� 1100 W *4 411� 0 9 �-- ==! �- C) 0 >- < < W LL. U) < 0 Z: => ;z - m �: U) z:) z:) i 0 Cf) 0 —r LU 0 LU �— W — 0 U) < 0 U) LL. C/) < SEAL —1 / I I -� oo tO I Andrew SecNer, PA ARD016658 (IFIL) REVISIONS: # I DATI - T omi/17 I SUBMIT DRAWN BY: AFS CHECKED BY: AFS - DATE: MARCH31,2017 SHEET: A 012 Elite Universal Job No. -- 08009 — 1;4 ARCHffECTURE - ENGINEE&RNG - INTERIORS 3210 S. Osceola Ave. Odando, FL32806 407.325.3550 www.eliteuniversalarchftects.com 0 Coppt R2igDlh7 Eft U*MWI LLC. b Revved. � CONSULTANT PROJECT (J) ti Wti 0=4 > o < W < 0 0& F_ Lj LL z Lu -CF, 0 _j Vj LL LL d o CC ?'- ZI�I0 00 = LL cu")) z 216'-0" MSI (n �a 75'-8" 77'-4'f 63'-0" PVC TRELLIS STRUCTURE 8-x8" PVC COLUMN, 4"x16" PVC BEAM AND RAFTER, 2"x8" TRELLIS. CHEYENNE C3 PVC PERGOLA SYSTEM 36" HIGH PVC PICKET FENCE 101A111 01 10 A301 A 77 4p 41- H- - 13 13 13 E3 13 _G_� 0 13 13 11 1 13 ---------------------------- --- L L 16 GARDEN 105A 1:1 El 07E I UOL yr X10 ` 7 � SCREENE PORCH cl ID f�w n D7 0 0 a 0 13 13 13 13-- 01 A 01 - -- --- ---- ---- - ---- ------- --- ----- --- --- --- -- --- ---- --- --- ---- --- ---- -------- - ---- --- 01 F* O O O<10�7C�_ - 2- 0 \VA 11.O 1 1 O 1 1 O O 1 O O O — LIFECYCLE ------ -------- ------ -- POTTING 02 lzf� IV (D IF rs sr 11 rA 'MO8EL L' UNIT Hf& DAYCARE r XERCISE ACTIVITY 13'-7" ROOM ROOM 107 108 103 ski lI > -------------- ---------------------------------- -- 100 SEATS E E 'RIVATI ROOM 58 ST ST!��I _R P2 nA 171 .6Li'17 1)400 'j'y 0 /(AD 0 D <8> ING HEA < �xx _j 10 00 11 cf) C4 4— tb - 54 1 1 IOU] _&400 2 - 3 4 ----------------- ------------------------------- CO IA HSKP'G SITTING < �4 6 7 ❑ A B A 11- ( FE 0 11 G ESTIBUL A 110 V E Eli ACXIPS Imp VESTIBULE PRE LINENS L— "' J 112 -- - - ---------- --------- --- 0 0 0 ob --- ------------------------- 17-1 -------------------------------- ------------ - --------- -------------------- NG DINING ROOM 157 r7 r7 r7 7 Noy 7� CORRIDOR An -------- CIRCULATION 113 MECH. MECHANICAL CLOSET F A 31U m=1mh1m=m=mmmmft EXIT 172 I A 04 Ir - 10 ------------ 1=23 <1 O� A 10 14fEn .1 4r A400 F 00 LNUG (D) = 11 FA 01 IL 74 0 G Fk A 00 c LL1 LLUA I 168 TRASH 0 B SAO U IT 121130 B [0 I.T. SALON 127 Ej WAITING(f BUSINESS NURSE, u VEST. 167 6 5 90 4 7- I ] LOUNGE149 12 -13: 1135 ul FICE WOMEN'S MEN'S 7 150 KITCHEN N B �D JN;W� ❑ 2 0 STAIR 01 Q CA11, C ADULT DAYCARE 120 0 ---------------------------------- ----------- MASSA E THERA IST 125 OFFICE OF HALLWAY G BOH ❑.7 . CA BOH 0 '(D OFFICE OFFICE (D M MEDICAL STORAGE 'Ag LOBBY 140 j ac REM I Gc �v I I I LUL-i-Lii 0 00 UNDRY 1 166 - - G 122n EXECUTIVE E 129 CLINIC -too c RI M B 0 6 WASHERS 3 DRYERS C? W-4" � O RANGE OF OFFICE 126O cl C cl I ------------------ - ---------------------------------- 1 r- ERAPY TABI IM0110N D L 0 (E) 0 1, 1 1 J11 --------- ma=— <20> 4'-0' 6'4r 6'"r V-WlO O Y'16 t t O O O 1 7 \A_FS2 A400 A400 I OIA402 ELEVATOR ACHINE ROOM Ol 142 ELECTRICAL ROOM ce) A401 v BOILER ROOM 65 SF 141 216'-0" OSTAIR 01 1 0 E-175- /21 (237'-4"1 1 10 A301 A401 SHEET NOTES 4 ADULT DAY CARE, SPA & MODEL UNITS -FOUR (4) ROOMS SHOWN ON FLOOR ONE (WEST) FOR: A) SHOW MODEL (ONE ROOMS), AND B) ADULT DAY CARE (TWO ROOMS) C) SPA UNIT *NOT FOR LIVING/SLEEPING OVERNIGHT ROOM COUNT 3 ADULT DAY CARE I MODEL UNITS 1 SPA UNIT FIRST GROUND LEVEL FLOOR PLAN SCALE: 1/8"=1'-0 1;4 ARCHffECTURE - ENGINEE&RNG - INTERIORS 3210 S. Osceola Ave. Odando, FL32806 407.325.3550 www.eliteuniversalarchftects.com 0 Coppt R2igDlh7 Eft U*MWI LLC. b Revved. � CONSULTANT PROJECT 0 0 _j ILL m TF SEAL ��L� -11 Andrew SecNer, PA AR0016658(FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31,2D17 SHEET: A 101 Elite Universal Job No. 06009 ti Wti 0=4 > o < W < 0 0& F_ Lj LL z Lu -CF, 0 _j Vj LL LL d o CC ?'- ZI�I0 00 = LL cu")) z MSI (n �a 0 0 _j ILL m TF SEAL ��L� -11 Andrew SecNer, PA AR0016658(FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31,2D17 SHEET: A 101 Elite Universal Job No. 06009 ,OM COUNT 31 ROOMS 62 BEDS SECOND LEVEL FLOOR PLAN SCALE: 1/8"=1'-0"-T 61 Ww"mtmL ARCHrrECTURE - ENGINEEPoNG - INTERm 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 COWW 2017 Eft Ung, LLC. Al Rights RomrM. CONSULTANT PROJECT A W DESCRIPTION �h ti V1 � aM Q LV 0 OQ C/) �QLLLL gado Zz0 0-0oLLU Q z Q J ry 0 0 LL - J N J W uiJ '1' y5 L�`�'�1 Andrew Sechler, PA AR0016658(FL) REVISIONS: # DATE DESCRIPTION SHEET: A 102 Elite Universal Job No. 08009 O CV cp :;tN N L -,i WE on N 0 ti N 9 Co 0 216'-0" H&TAN STAIR 01L 3 r��J 370 n n n n n -8- 01 " 01 01 ® I'�1� ®®II I MI® �.M�I'lll Ili MIM �®I. MSM MMII IMI® MMV I MIm Mill M= 91AN LOOM COUNT 31 ROOMS 31 BEDS WAA, O N 9 F. THIRD LEVEL FLOOR PLAN SCALE: 1/8"=1'-0" 1 01 I� ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 CapplOd 2G17 Eae UriuMK LLC. AN Rights RmwAd. CONSULTANT PROJECT A W l I� Lij ti M H Q a O �ODLL a wM°U) QLLLL �ad0 Zz0 I••I o L U �CY)Q H U) a IE; Z M < � J J � uj W J 0 LL I Andrew SecNer, PA AR0016&98(FL) REVISIONS: # DATE DESCRIPTIad 03/31/17--J SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 103 Elite Universal Job No. 08009 4 O 4) 216-0" OM COUNT 31 ROOMS 31 BEDS FOURTH LEVEL FLOOR PLAN SCALE: 1/8'=VZ;7 01 WM&VBtSAL ARWECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O CopyripM 2017 EAIe U're * LLC. AN 'his Reaernd. CONSULTANT PROJECT A �Q W � J J CL � N V1 �QM� Q W ❑ U. �W0< J rT , ch � Q V- u- �a�0 ZF- h�IcoU Z �a SEAL Andrew Seditr, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 104 Elite Universal Job No. 08009 �Q � J J CL Lu W LU J LL SEAL Andrew Seditr, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 104 Elite Universal Job No. 08009 a 0 0 216'-0" 77'-4" LOW Ol 10% HIGH 14 A301 A401 15 A320 A320 ARCHrrECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O C rflW 2017 Ene th NMK LLC. AN R4ftRemand. CONSULTANT PROJECT A 9z l ti H W 000 LL �W�a 04 P6•• O � Q LL LL �aw0 Z Z O U 00oLLU H�� J 9z J H U �- W LL �= O U Of Q SEAL And Sachler, PA AR00IM (FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 110 Elite Universal Job No. 08009 INSTALLATION NSTRUCTIONS T' Y P I C A I C3 P ER E: O L.. Y SJ' M Step 3 I EXAMPLE IMAGES SCALE: NOT TO SCALE 1 08 1 05 4"x12" PVC BEAMS Al 11 w/INLAID ALUMINUM 10'-4" w 00 0 2�_p" 0 I. 12'-0" 0 co 0 N ------ ------ ------- ------ ------- ------ ------ ------- ------ ------- ------- ----- - - - ------ ----- ------ ------ -- -- I ------ ------ ------ ------- ------ ------- ------- ----- ------ ------ i 2"x8" PVC JOISTS I @18-O.C. H � w 1k � -- I I 2'-0" 10'-0" 10'-0" 10'-0" 4"x12" BEAMS w/INLAID ALUMINUM 2"x8" PVC TRELLIS 4"x12" BEAMS @18-O.C. w/INLAID ALUMINUM 10'-0" 10'-0" 10'-0- 2'-0' ,, it -IF 21 -0" n n n n n n n n n n n n n n n\\\� n c T.O. COLUMN 8'-8" L --J 21 1 E E N L --J w F 7 © I L --J 8"0 PVC COLUMN FILLED 18" MIN. w/3000 PSI CONCRETE 30"x30"xl2" 3000 PSI CONCRETE FOOTER PADS - w/(4)#5 REBAR BOTH WAYS r---1 Q I I _J 2'-6" 2"x8" PVC JOISTS @18"O.C. H2.5A AT EACH JOIST ANGLE CLIPS PROVIDED BY MANUF'R 4"x12" BEAMS WINLAID ALUMINUM ANGLE CLIPS PROVIDED BY MANUF'R PVC TOP PLATE COLUMN HEAD MOULDING TIE -DOWN STRAP PROVIDED BY MANUF'R 0.5"0 THREADED ROD 8"0 PVC COLUMN FILLED 18" MIN. w/3000 PSI CONCRETE 4" HEX BAR TURNBUCKLE COLUMN BASE MOULDING 12"x 0.5"0 THREADED L -BOLT 30"x30"x12" 3000 PSI CONCRETE FOOTER PADS w/(4)#5 REBAR BOTH WAYS I PERGOLA - FRAMING, ELEVATIONS, FOUNDATION SCALE: 1/4"=1'-0" 1 06 1 PERGOLA SECTION SCALE: 1-1/2"=1'-O" 1 05 1 04/A111 0 01 6" BULLNOSE Al 11 PRECAST CAPSTONE F 2" PRECAST 1x4 PRECAST r ' CAPSTONE " w " MOULDING 6 6 -0 y" STUCCO 6" BULLNOSE PRECAST 6"PRECAST CAPSTONE _ CROWN MOULDING SMOOTH FINISH 3" PRECAST _ TRIM MOULDING ll;;� T.O. COLUMN RETENTION POND RETENTION POND WATER WATER r ca 02/A111 2" PRECAST - Ol CAPSTONE 3" PRECAST 8"x8" CMU BOND COURSE aII ?17Ir — BULLNOSE TRIM :' " w/#5 HORIZ. REBAR FILL I I " is 1�� ` 1p' •' COURSE w/2500 PSI CONC. all 2 0 ii II II N N .. N 2 �. 1 . .. •• 1 as ii EOP 16" WIDE CMU WALL w/#4 it SITE KEYPLAN SCALE: 1"=50'-O" 07 Y" STUCCO 1x4 PRECAST TRIM VERTICAL REBAR @32" O.C. a SMOOTH FINISH2x4 PRECAST TRIM FILL CELL w/2500 PSI CONC. °ll 20'-94-3" 2x4 PRECAST BASE TRIM gF 2" PRECAST STONE CAP 3'-1$" 2'-64" 9'-6" 2'-64-1" T -8w MONUMENT WALL ELEVATION SCALE: 1/4"=1'-0" 03 �I • it 1x4 PRECAST STONE TRIM 24"x8"3000 PSI CONCRETE 0A jj FOOTER w/(3)#5 REBAR 01 'L" 2x4 PRECAST STONE TRIM 1. CONT. AT WALL AND POSTS A111 / + 24"x8"3000 PSI CONCRETE Al l l / '0 \ �• �0� / < \ 16" WIDE CMU WALL w/#4 a \ FOOTER w/(3)#5 REBAR / co / A EXPAND FOOTER 4" ALL `3 ! \ VERTICAL REBAR @32" O.C. \ f \ CONT. AT WALL AND POSTS / �1: A SIDES AT POSTS ` + FILL CELL w/2500 PSI CONC. II 16" WIDE CMU WALL wl#4>> r \ r EXPAND FOOTER 4" ALL \ c', Lcilao \� VERTICAL REBAR @32" O.C. SIDES AT POSTS <� \ e / < ` /"I°O ii 1x4 PRECAST iii ■ FILL CELL w/2500 PSI CON C. ' e?� 11 STONE TRIM 16" WIDE CMU WALL w/#4 / cij _ A A 2 / / /N/cr) i2" STUCCO VERTICAL REBAR @32" O.C. CP\ ` > '$" 2'_ <^ °) a a FILL CELL w/2500 PSI CONC. /� w 5w_ LO II I I I I� a ilI1celI 100 ' � 14L? ImoC)O II 4w I a0a0 oilnr CS ..-- �, f— �— ---- L—--�---- I— — — J L � L J t, x ) F � F� r FILLED CELL 2'-0" 2'-0" L r I 4'-75w @32" O.C. MAX. �" 30 x FOOTER w/(4)#5 REBAR 4'-11" 8 9'-6" 4,- L — — — — 8 4'-11" — — — 24"x8"3000 PSI CONCRETE 28'-71" FOOTER w/(3W5 REBAR 2'-0" 7'-0" 2'-6" 4 FILLED CELL @32" O.C. MAX. 01 Ol A111 A111 NORTH ENTRANCE - MONUMENT WALL FLOOR & FOUNDATION PLAN SCALE: 1/4"=1'-0" 04 SOUTH ENTRANCE - MONUMENT WALL FLOOR & FOUNDATION PLAN SCALE: 1/4"=1'-0" 02 MONUMENT WALL SECTIONS SCALE: 3/4"=1'-0" 01 NBiBAL ARMCIECTURE - ENOINEERNO- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.00m 0 Coppt 20,7 Eae lhlnet�,LLC. AN Ma Ramred. CONSULTANT PROJECT A W >0 ch ¢ H � w .0)O�O w0Q � Q LL LL � (L �Z�1= 00CoZULO j�•y cn J U) J w C) W —j F"— 0 Z � CW L G � Z � 0 z 2 Q �� s•[ sEAL Andrew SecNer, PA I AR0016658 (FL) REVISIONS: # DATE I DESCRIPTION 04/21/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: APRIL 21, 2017 SHEET: A 111 Elite Universal Job No. 08009 O LO T_ 30'-011 4'-0" io 6'-4" 12'-8" AHJONC BRIDGE ' MAHJONG/ ' BRIDGE AHJONG BRIDGE 01 A3( 12'-8" SCREENED PORCH 156 L] L -L 0 o LIFECYCLE _ 000 I CHAPEL ALTER MILLWORK NOT IN CONTRACT 3'-10" 7'-0" CEILING TRIM -- M 42" BARTOP, WITH 4" DRI NKRAIL MOULDING 0 0 o I oo \ EADMI co EADMI 2Cm CORIAN TOP AND PROFILE SIDES G i \ EXERCISE ACTIVITY LEDG E TILE 7 N \ ROOM ROOM ON Y2 - _POTTING 107 108 611 - � 21-6° G 3�-7" 8'-6" 4'-11" 23'-7" _ 105 ° 6" BAS NTEG CRE STAIN I S SEALE MODEL ADULT CHAPEL _ 0) ..::... ..: . . .: `� UNIfi I DAYCARE 103 b ? 3 .. oo CAFE _ � 101. o (o *::: Q 01= N WO PAN NG I i FIBERGLASS REINFORCED - v 0 o : L PANELS ON WET WALLS o !PE OD PAN LING, N- OAD BEA ING TO 40"AFF. REFER EAST AND SOUTH. o • ' LO ST RU STAIN & CL THANE ------ 61 6-0 3fl - - - - - - FIBERGLASS REINFORCE o PANELS ON WALLS (n E 6" P ION WALL WITH OD ;i LS UP TO 8-0 AFF F- PAN AINED WIT ANE. w --- - ---- -- -- - \ _ r [� 1"x WO S T "TEMPER THAND = BLASTE ACID E , OR ITTED �o OVERHEAD U of w 00 \ J SOFFIT - - %'- o --- HSKP'G = .. N —7 � o 106 _: 5'-8" T-2" _ II _ p o VESTIBULE I I VESTIBULE \ 1 LO 104 CONDIMENTS TR � ."� O CHIPS c'+ .A L[NEN..'.'. .'.'.'.'.'.'.'..'.'.'.'.' Iglu-_......'......'.'..'.'.'.'.'.'.'.'.'.'.'.•..'.'...'.'.'.'.'.".' o� - --- ----- o- o ......:.:.:.:.:.:. oo.�o ---------_- _ .. _---_---_ uu I COLUMN CLAD IN 4'-0" 8'-10" 3'�° �, 10'-1" 6 WOOD PANELING 3" 12'-0" 1 '-0" 13'-7" V-11" 4'-6" 16'-2" I 7'-0^ 18-98 \ PREMANUFACTURED8" CORRIDOR CIRCULATION WOOD COLUMNS, PAINTED ALL ------ 12'-0^ 117 4'-11" 6'-9" 4'-10" - ------ ------ 6'^9" 81-4" 113 41-8" 5'-7" 17'-7" I I V-0" 7'-5" 9'-5" 4'-0" HIM 1HIMMM ,,, 0 0 -- - ----- -- - --- --- --- - - - - PLA TIC LAMINATE COUNTER """ .. I • O MECH. � , � � � WITH ARTICLE BOARD CABINET .. ... ... -,'_. .. .. _ - _ `x� = I BOX. REFER TO 261A404 �1N Fl -23-11 (h LND G \ Cfl i/ -�` } oo.. BUSINESS I - -� AHU 7L ... .. �F 139 ........ LJ L io o I.T. = SALON M ...... I.... 127 CD 130 WAITING , -- - - I 8 / 134 C) ------ I 00 ; � 00 r -- _ _ Ld o 6 _ �..I.... NURSEWE] ------ O (LV - 135 LOUNGE o P STIC TE a . " ( I COLUMN CLAD IN 00 4 CV L'.'.'. N ...... _ .....I.... O 125 COUNT R W/ D WEIRS. Uw I I WOOD PANELING 00 - 3 L'...' o r - P RTIC BOARD. oE - --:::::: I ' / OFFICE R FER 0 04JA404 ( I IN - - - - - - ,....I.. 2 :::.:.:: ::..:::::::.. .......:::. - ------ HALLWAY o - - :::::::::::::.:::::::.::::::. 124 _ _ :::;:::.,..:::. .. ..... 0 ...... .a ."'*...:...::: AINSCOT •I �- - - - ti MEDICAL --- ... :::: L 0 / \ WOOD PANELING -- -- r STORAGE 2'_1" • .. : / ----J- ---- -- HIS WALL .................. ;? ... .....:....... ............. ILL STAIR 01 I CLO 12 -6 ........... LOBBY 170 DRYW LL SOFFIT ^ CALL :- ADULT O CEILIN COUNTER WI H DRAWERS. AFD -0 CORIAN T AND WOOD MAIL MASSAGE DAYCARE - - THERAPIST ~-� DOORS. P PANEL AT 9 122 138 I LOBBY DESK WITH DRAWERS. 120 ; COUNTER ACKSPLASH co ROOM I I b REF RTO 26/A404 0 (� CORIAN TOP AND WOOD PANELIN( EXECUTIVE CO 801) CO I I REFER TO 16/A404 CD OFFICE o OFFICE OF CE o ALL-- r . 126 128 , - � CLINIC o i---- ------ ------ ------ -- - - ------ ------------- ------ ------ ------ ------ --- 9'-4" 9 136 MAIL ROOM WITH PRE -FAB. ALUM. LL 0 CA I USPS APPROVED MAILB ES. LO RANGE OF REFER TO 01/A404 10 7 _ MOTION " _ HERAPY TABL D M 60 �� (V 41-0" 61_011 61-011 61_811 61-011 61-8" 61_01 1 " 61_011 8" 61_011 61_01 Q v I 2'-0" STUCCO COLUI AN WITH 1 HARDIE BOARE TRIM 12'-11" 24'-6" 12'-6" 111-11" 12'-0" 10'-6" '-3" 1 25-4- LEVEL 5' ° LEVEL 1 - ENLARGED DIMENSION PLAN SCALE: 1/4"=1'-0" 1 01 wim"mm. ARCHITECTURE - ENGINEMNG - IN7ERMS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 2017 CCPWt Eft us, rLLC. a Ree"ref. CONSULTANT PROJECT A W V1 QCV)I � l Q V 0 Lj LL W O Q I� J Q LL LL z 0 ~oLLIL) M Z 0 LJJ (D ;z Q J J � LJJ Z 0 U) Z LLI L1J C W J -11 LO Andrew SecMer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS L2nL MARCH 31, 2017 SHEET: A 121-A Elite Universal Job No. 08009 12'-8" 12'-8" 6' -4- SCREENED PORCH 156 TSS 6'x6-xYB- COLUMN WITH HARDIEBOARD ARTISAN HZ10 TRIM. P.T. 2"x4" BLOCKING WITH Y2" PLYWOOD, TYVEK BUILDING PAPER, AND 1'x HARDIEBOARD ARTISAN TRIM PRESSURE CAULKED. 10"0 GALV. METAL FLU FOR FIREPLACE Vy= Li 9 16'-3" I'l 0% 15'-7" Ln COLUMN CLAD IN WOOD PANELING 9 ------ ------ ------ ------ ------ ------ ------ ------- ---- -- -- ------- ------ ------ ------ ------- ---- ------ ------- ------ ------ ------ ------ ------ ------ ---- - ------- FIREPLACE WITH WOOD TRIM, & STONE 3' -2- co----- ------ - -- - -- ------ ------ ----- ------ ----- ------ ---- - ------- ------- ------ TILE LEDGERSTONE & CN TRAVERTINE CD SITTING LIVING 0 112 i I 154 11-6- C? 10-0 GALV. METAL FLU THEATER 9155 co FOR FIREPLACE SOLID WOOD POCKET DOORS -7- DR YV ALL MN WIT WO UM � � - � - - - - � ❑ IT *U O O I' � O I Cc, - - - - - - - - - - - - - - - - - - - - COLUMN CLAD MANTLE CEILING TRIM / R-11 BATT INSULATION_/ MOULDING WOOD PANELING ALL 4 WALLS. R-30 CEILING COLUMN CLAD IN TEMPERED GLASS '-2- OVERHEAD SOFFIT m 1 WOOD PANELING °c0co WINDOW LITE WITH IT -1 I -i Ln 1 WOOD PANELING r6'-4- ~ to I X-5" L. 4'.5" '1'-10- 6'-10" 51-0"- X-7- P61 M -, U) 6'-6- 5'-9- z 0 00 a u - LO z 11 Iia - - - - - - m 0 119 Du MEO HANI 51-1" 15"L -X4 ill COLUMN CLAD IN WOOD PANELING zo - ------ ------- ------ ------ ------ QLOSET x\ w 16 144 AHU 19— nn MARKETING OFFICE 1,147 1 4' -0 - 63'-4" 1 O/A400 01 A401 01 2 -COLOR DRYWALL WITH WAINSCOT AT 3'-4"AFF. 10/A/400 5r) 46'-7- LEDGERSTONE TILE THIS WALL, 100 SEATS FULL WALL COVERAGE. BUTT JOINTS. C) 4'-0" PARTITION WALL WITH WOOD u CAP, & TEMPERED GLASS & WOOD TRIM UP TC 10'-0". 01/A401 4'-4" 4'-0' � ININC ROOM 157 18'-7" 121-911 PRIVATE ROOM 158 00 -O 5'T L In 36"Hx6OW MILLWORK COUNTER W/ OPEN SHELVES BELOW /7-3- 4'-0" PARTITION WALL WITH WOOD CAP 4'-0" PARTITION WALLS WITH WOOD SOJI STAIR 02 171 o0 2 –D /N 4 6 7 /N LND'G SCREEN/TRELLIS UP TO 11'-0". 04/A400 9 -==E OVERHEAD TRELLIS 91-4m 0 1EXIT --4 -1 01/A401 4'-0" PARTITION WALL WITH WOOD F 172 CAP, & TEMPERED GLASS & WOOD Cf) CP TRIM UP TO 10'-0". 01/A401 LO 30(4)' SPRINKLER F-1-68--1 O_ ul) I 4F] 9 1 1 (0 STAIR 02 171 o0 2 –D /N 4 6 7 /N LND'G SCREEN/TRELLIS UP TO 11'-0". 04/A400 9 -==E OVERHEAD TRELLIS 91-4m 0 1EXIT --4 -1 01/A401 4'-0" PARTITION WALL WITH WOOD F 172 CAP, & TEMPERED GLASS & WOOD Cf) CP TRIM UP TO 10'-0". 01/A401 LO 30(4)' SPRINKLER F-1-68--1 O_ ul) I LOBBY 140 WAINSCOT 1 9 WOOD PANELING THIS WALL t- 171 - ------- DRYWALL SOFFIT CEILING 4F] 9 1 1 1 5'-1 1 71-1" 2 > "t C) < 0 O z W 0 *4 P61 M -, U) 00 z 0 00 a u - LO z 11 Iia 0 51-1" 15"L -X4 ill COLUMN CLAD IN WOOD PANELING zo - ------ ------- ------ ------ ------ w FIBERGLASS REINFORCED 19— LOBBY 140 WAINSCOT 1 9 WOOD PANELING THIS WALL t- 171 - ------- DRYWALL SOFFIT CEILING 1 HR. FIRE du uu co WOMEN'S MEN'S 04 RATED WALLS ROOM 150 - - - - - - - - OVERHEAD GREASE ELECTRICAL HOOD. 143 ------------- F T-1- STAINLESS STEEL PANELS BOILER 65 SIF T-8- ROOM w BEHIND HOOD, SEAMS FULLY 0) W8 WELDED. 141 Cal H LEVEL 1 - ENLARGED DIMENSION PLAN 551-0" 8'-7" 8'-7- 31'-0" 31'-0" MEMO 21111111 21-8" 9 60 SCALE: 1/4"=1'-0" 01 ARCHITECTURE-ENGNEERING-INTMIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarr,hftects.com CCWr*d 2017 EMMMUCLM AN Uft Reamed. CONSULTANT PROJECT 4F] L 1 5'-1 ti W 1 HR. FIRE du uu co WOMEN'S MEN'S 04 RATED WALLS ROOM 150 - - - - - - - - OVERHEAD GREASE ELECTRICAL HOOD. 143 ------------- F T-1- STAINLESS STEEL PANELS BOILER 65 SIF T-8- ROOM w BEHIND HOOD, SEAMS FULLY 0) W8 WELDED. 141 Cal H LEVEL 1 - ENLARGED DIMENSION PLAN 551-0" 8'-7" 8'-7- 31'-0" 31'-0" MEMO 21111111 21-8" 9 60 SCALE: 1/4"=1'-0" 01 ARCHITECTURE-ENGNEERING-INTMIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarr,hftects.com CCWr*d 2017 EMMMUCLM AN Uft Reamed. CONSULTANT PROJECT pl� z < -3 z LA Grew Securer, ilfk AR001X%(FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 121 -B Elite Universal Job No. ti W > "t C) < 0 O z W 0 *4 P61 M -, U) -J LL LL o z 0 00 a u - LO z Iia pl� z < -3 z LA Grew Securer, ilfk AR001X%(FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 121 -B Elite Universal Job No. In I LEVEL 1 REFLECTED CEILING PLAN DROP SOFFIT CEILING, 11'-8" SOFFIT COVE LIGHTING 'A! FLOOR BELOW, fEM G,H THE MINIMUM SETBACK OF A LIGHT -SOURCE FROM A PROPERTY LINE IS 20' i PARKING LOT LIGHTING SHALL BE FULLY CUTOFF FIXTURES ' WALL PACK FIXTURES SHALL BE FULLY CUTOFF EXCEPT THOSE ADJACENT TO AN ARTERIAL OR COLLECTOR ROAD WHICH SHALL BE OF SHOE BOX TYPE. ' MAXIMUM HEIGHT ABOVE FINISHED GRADE TO THE TOP OF THE FIXTURE OR POLE, WHICHEVER IS HIGHER, SHALL BE 25'-0" MAX. VRC/117C fIVVU IrvLJrvC rFUV AND SIDEWALL EXHAUST LOUVER LIGHTING FIXTURE LEGEND SYMBOL DESCRIPTION 0 0 0 o NEW LARGE FOCAL CHANDELIER PENDANT 24"X 48" RECESS FLUORESCENT o LIGHT FIXTURE O O CL �N V NEW SUSPENDED PENDANT FLUORESCENT r Q � 0 0 SURFACE -MOUNTED LFIXTURE ti }} �Y/ FLUSH MOUNT LIGHT FIXTURE NEW LED STRIP LIGHTING I RGB LLQ NEW 6' RECES ED CAN LIGHT POS POINT OF SALE SYSTEM. POWER AND DATA AND DATA FOR PRINTER ® NEW 6° RECESSED ORBITAL POINTSPOT LIGHT CABLE CABLE TV OUTLET JACK ® 6" SURFACE MOUNT VAPORPROOF LED SHOWERLIGHT HDMI, CAN, OR HDMI TELEVISIONIDATA SIGNAL LL] IDATA,r4POINT OF CONNECTION Q RECESSED MR16 HALOGEN SPOT WITH LED 3600K BULB :10 DUPLEX OUTLET Lu WALL SCONCE GROUND FAULT INTERRUPTER DUPLEX OUTLET DED. � DEDICATED CIRCUIT J NEW J -BOX FOR FUTURE LIGHTING SOURCE NEW PICTURE LIGHT WALL SCONCE ABOVE THE COUNTER OUTLET HALF -SWITCHED DUPLEX OUTLET J�� PENDANT MOUNTED POINT SPOT �j7 ON METAL LIGHT ROD USN ER COUNTER KITCHEN GFI OUTLET ICAL ® NEW PICTURE LIGHT WALL SCONCE GOLF CART CHARGING STATION WALL MOUNTED, REFER TO ELECTRICAL DRAWINGS ♦Le NEW BATHROOM VANITY SCONCE v TELEPHONE OUTLET QNEW SPEAKER LOCATION COMPUTER DATA CABLE LINE ® DUPLEX OUTLET IN FLOOR WALL MOUNTED PHOTOCELL SECURITY I AREA LIGHT $3 WALL SWITCH INTERIOR OR EXTERIOR "STEP LIGHT", DOWNLIGHT OCCUPANCY SENSOR SWITCH ® OCCUPANCY SENSOR EXTERIOR "LANDSCAPE LIGHT', UP -LIGHT PHOTOCELUTIMER SWITCH, GROUND MOUNTED Q ELECTRICAL PANEL WITH WATERPROOF LENS EXTERIOR "PARKING LOT LIGHT, DOWNLIGHT SECURITY CAMERA PHOTOCELL/TIMER SWITCH, 18' POLE MOUNTED WITH FLAT LENS CUTOFF & ACORN LAMP O FIRE SPRINKLER HEAD DEDICATED DISCONNECT CIRCUIT SUSPENDED TRACK LIGHTING O CEILING FAN WITH LIGHT 4 EXHAUST FAN EXIT LIGHTING / EMERGENCY LIGHTING ICY WITH BATTERY BACKUP EMERGENCY LIGHTING WITH BATTERY BACKUP SCALE: 1/8"=1'-0" 1 01 1 AWMECTURE - ENGINEERING - INTMORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.elitouniversalarchk�ct.com C CWrW 2017 Eve Ute, LLC. AN Right& Raeerwd. CONSULTANT PROJECT A Z W N� CL �N V �QCV) fl r Q � 0 0 W �Woa U LLQ _jLL WQ� aIxO J } Z c) �a �LO< LL] J ZiPAL J l� Andrew SecNer, PA AROGIM (FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 131 Elite Universal Job No. 08009 Z a CL V Z r J J LUj U LLQ Q J W U LL] J Lu NL Of ZiPAL J l� Andrew SecNer, PA AROGIM (FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 131 Elite Universal Job No. 08009 O I o I o O LEVEL 2 UNIT - REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" LIGHTING FIXTURE LEGEND SYMBOL DESCRIPTION 00 00 NEW LARGE FOCAL CHANDELIER PENDANT 0 24" X 48" RECESS FLUORESCENT LIGHT FIXTURE O o 0 O W ~� W NEW SUSPENDED PENDANT 2 -BULB, T812" X 48" FLUORESCENT LL. BVI _ LL SURFACE -MOUNTED LIGHT FIXTURE W0Q Ocf) W NEW LED STRIP LIGHTING I RGB CV FLUSH MOUNT LIGHT FIXTURE W m Z Q POS POINT OF SALE SYSTEM. POWER AND DATA 13 NEW 6" RECESSED CAN LIGHT AND DATA FOR PRINTER ® NEW 6" RECESSED ORBITAL POINTSPOT LIGHT CABLE CABLE TV OUTLET JACK ® 6" SURFACE MOUNT VAPORPROOF LED SHOWERLIGHT HDMI, CAN, OR HDMI TELEVISION/DATA SIGNAL Uij POINT OF CONNECTION p RECESSED MR16 HALOGEN SPOT WITH LED 3600K BULB =& DUPLEX OUTLET GFI _ GROUND FAULT INTERRUPTER DUPLEX OUTLET WALL SCONCE DIED DEDICATED CIRCUIT 1 NEW J -BOX FOR FUTURE LIGHTING SOURCE ABOVE THE COUNTER OUTLET NEW PICTURE LIGHT WALL SCONCE HALF -SWITCHED DUPLEX OUTLET PENDANT MOUNTED POINT SPOT *> ON METAL LIGHT ROD UNDER COUNTER KITCHEN GFI OUTLET 18' AFF, TYPICAL ® NEW PICTURE LIGHT WALL SCONCE GOLF CART CHARGING STATION WALL MOUNTED, REFER TO ELECTRICAL DRAWINGS NEW BATHROOM VANITY SCONCE . TELEPHONE OUTLET e COMPUTER DATA CABLE LINE QNEW SPEAKER LOCATION ® DUPLEX OUTLET IN FLOOR WALL MOUNTED PHOTOCELL SECURITY / AREA LIGHT �3 WALL SWITCH INTERIOR OR EXTERIOR "STEP LIGHT", DOWNLIGHT ® OCCUPANCY SENSOR OCCUPANCY SENSOR SWITCH EXTERIOR'LANDSCAPE LIGHT", UP -LIGHT PHOTOCELLITIMER SWITCH, GROUND MOUNTED D ELECTRICAL PANEL WITH WATERPROOF LENS SECURITY CAMERA EXTERIOR'PARKING LOT LIGHT", DOWNLIGHT PHOTOCELL((IMER SWITCH, 18' POLE MOUNTED O FIRE SPRINKLER HEAD WITH FLAT LENS CUTOFF & ACORN LAMP DEDICATED DISCONNECT CIRCUIT SUSPENDED TRACK LIGHTING O EXHAUST FAN EXIT LIGHTING / EMERGENCY LIGHTING Q CEILING FAN WITH LIGHT WITH BATTERY BACKUP EMERGENCY LIGHTING WITH BATTERY BACKUP LEVEL 2 REFLECTED CEILING PLAN SCALE: 3116"=1'-0" 1 01 IVBZSAL ARCHITECTURE . ENGNEENNG-INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteun iversalarch itects.com O Copyli�l 2D17 Bft UnieW* LLC. AN Na Ram -Ad. CONSULTANT PROJECT A W DESCRIPTION F— Z W ~� W LL. BVI _ LL WN W0Q Ocf) W Q LL LL �acp CV �zp� W m Z Q U W 0 # DATE DESCRIPTION F— Z J W LL. WN (' W Z CV J W W U W J SEAL Andrew SeGNer. PA AR0016656(FL) I REVISIONS: SHEET: A 132 Elite Universal Job No. 060D9 # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31,2017 a aj LEVEL 3 UNIT - REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" LEVEL 3 REFLECTED CEILING PLAN LIGHTING FIXTURE LEGEND SYMBOL DESCRIPTION o° °o NEW LARGE FOCAL CHANDELIER PENDANT 24"X48" RECESS FLUORESCENT LIGHT FIXTURE °O O W _I NEW SUSPENDED PENDANT 2 -BULB, T812" X 48" FLUORESCENT SURFACE -MOUNTED LIGHT FIXTURE {( j} FLUSH MOUNT LIGHT FIXTURE NEW LED STRIP LIGHTING I RGB / QLLLL ado OS POINT OF SALE SYSTEM. POWER AND DATA �z0 NEW 6" RECESSED CAN LIGHT AND DATA FOR PRINTER W ISI � CABLE CABLE TV OUTLET JACK ® NEW 6" RECESSED ORBITAL POINTSPOT LIGHT ® 6" SURFACE MOUNT VAPORPROOF LED SHOWERLIGHT HDMI, I CAN, OR HDMI TELEVISIOWDATA SIGNAL JDATA,T4 POINT OF CONNECTION 0 RECESSED MR16 HALOGEN SPOT WITH LED 3600K BULB 0 DUPLEX OUTLET K> WALL SCONCE GF4 GROUND FAULT INTERRUPTER DUPLEX OUTLET DED DEDICATED CIRCUIT J NEW J -BOX FOR FUTURE LIGHTING SOURCE ABOVE THE COUNTER OUTLET TsU NEW PICTURE LIGHT WALL SCONCE HALF -SWITCHED DUPLEX OUTLET PENDANT MOUNTED POINT SPOT ON METAL LIGHT ROD UNDER COUNTER KITCHEN GFI OUTLET 18" AFF, TYPICAL ® GOLF CART CHARGING STATION NEW PICTURE LIGHT WALL SCONCE WALL MOUNTED, REFER TO ELECTRICAL DRAWINGS NEW BATHROOM VANITY SCONCE - TELEPHONE OUTLET COMPUTER DATA CABLE LINE QNEW SPEAKER LOCATION ® DUPLEX OUTLET IN FLOOR WALL MOUNTED PHOTOCELL SECURITY/ AREA LIGHT $3 WALL SWITCH 'ANON INTERIOR OR EXTERIOR "STEP LIGHT", DOWNLIGHT OS OCCUPANCY SENSOR OCCUPANCY SENSOR SWITCH EXTERIOR "LANDSCAPE LIGHT", UP -LIGHT PHOTOCELL/TIMER SWITCH, GROUND MOUNTED D ELECTRICAL PANEL WITH WATERPROOF LENS SECURITY CAMERA EXTERIOR "PARKING LOT LIGHT', DOWNLIGHT PHOTOCELL/TIMER SWITCH, 18' POLE MOUNTED O FIRE SPRINKLER HEAD WITH FLAT LENS CUTOFF 81 ACORN LAMP DEDICATED DISCONNECT CIRCUIT SUSPENDED TRACK LIGHTING IN EXHAUST FAN EXIT LIGHTING! EMERGENCY LIGHTING 4e O CEILING FAN WITH LIGHT WITH BATTERY BACKUP EMERGENCY LIGHTING WITH BATTERY BACKUP n SCALE: 3/16"=1'-0" 1 01 WWhM&MAL ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O CWW 2017 Fie Udrm* LLC. AN Rights ReWAd. CONSULTANT PROJECT A W F- Z W _I QM W � Wo < r N M QLLLL ado �z0 W ILL Fml cv) Z LO Z W ISI � J ►tM i 0 F- Z W _I W r Z M J W W U W J 'kAl Andrew SecNer, PA AR0016658(FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 133 Elite Universal Job No. 08009 0 0 0 0 0 LEVEL 4 UNIT - REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" LIGHTING FIXTURE LEGEND SYMBOL DESCRIPTION o° 00 NEW LARGE FOCAL CHANDELIER PENDANT 24" X 48" RECESS FLUORESCENT LIGHT FIXTURE 0000+0000 0 00 Q W NEW SUSPENDED PENDANT 2 -BULB, T812" X 48" FLUORESCENT LjL SURFACE -MOUNTED LIGHT FIXTURE {( h FLUSH MOUNT LIGHT FIXTURE NEW LED STRIP LIGHTING I RGB �Y� J POS POINT OF SALE SYSTEM. POWER AND DATA W NEW 6' RECESSED CAN LIGHT AND DATA FOR PRINTER W CABLE TV OUTLET JACK ® NEW 6' RECESSED ORBITAL POINTSPOT LIGHT ® 6' SURFACE MOUNT VAPORPROOF LED SHOWERLIGHT HDMI, I CAN, OR HDMI TELEVISIONIDATA SIGNAL IDATNT14 POINT OF CONNECTION RECESSED MR16 HALOGEN SPOT WITH LED 3600K BULB DUPLEX OUTLET WALL SCONCE GROUND FAULT INTERRUPTER DUPLEX OUTLET DIED. DEDICATED CIRCUIT 1 NEW J -BOX FOR FUTURE LIGHTING SOURCE ABOVE THE COUNTER OUTLET NEW PICTURE LIGHT WALL SCONCE HALF DUPLEX OUTLET PENDANT MOUNTED POINT SPOT -SWITCHED *> ON METAL LIGHT ROD UNDER COUNTER KITCHEN GFI OUTLET 18" AFF, TYPICAL ® NEW PICTURE LIGHT WALL SCONCE GOLF CART CHARGING STATION WALL MOUNTED, REFER TO ELECTRICAL DRAWINGS ♦L� NEW BATHROOM VANITY SCONCE TELEPHONE OUTLET COMPUTER DATA CABLE LINE QNEW SPEAKER LOCATION ® DUPLEX OUTLET IN FLOOR WALL MOUNTED PHOTOCELL SECURITY / AREA LIGHT $3 WALL SWITCH ?dab.,_ INTERIOR OR EXTERIOR "STEP LIGHT', DOWNLIGHT ® OCCUPANCY SENSOR OCCUPANCY SENSOR SWITCH EXTERIOR "LANDSCAPE LIGHT', UP -LIGHT PHOTOCELL/TIMER SWITCH, GROUND MOUNTED 0 ELECTRICAL PANEL WITH WATERPROOF LENS SECURITY CAMERA EXTERIOR "PARKING LOT LIGHT", DOWNLIGHT PHOTOCELL/TIMER SWITCH, 18' POLE MOUNTED O FIRE SPRINKLER HEAD WITH FLAT LENS CUTOFF & ACORN LAMP 131 DEDICATED DISCONNECT CIRCUIT SUSPENDED TRACK LIGHTING 4 EXHAUST FAN EXIT LIGHTING / EMERGENCY LIGHTING O CEILING FAN WITH LIGHT WITH BATTERY BACKUP EMERGENCY LIGHTING WITH BATTERY BACKUP LEVEL 4 REFLECTED CEILING PLAN SCALE: 3/16"=1'-0" 01 WM&MMAL ARMrrECTURE - ENGINEERING - INTERKAS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O Co"r#A 2017 Eat U m1d, LLC. CONSULTANT PROJECT 0 U z Q W LjL LJ. �Z J ---� Lu, W U W J SEAT I Andrew Sechler, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 01/29117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: JANUARY 29, 2017 SHEET: A 134 Elite Universal Job No. 08009 ja I LEVEL 1 FLOOR FINISH PLAN FLOOR FINISH SCHEDULE TAG F-1 DESCRIPTION (A190) OPARTITION TYPE (A500) OB DOOR IDENTIFY (A101) WALL FINISH (A190) WALL FINISH SCHEDULE 1W-- I STANDARD WALL FINISHES TAG DESCRIPTION MANUR MODEL LOCATION REMARK W_1 48"X96" FIBERGLASS REINFORCED PANELS MARLITE FRP P100 SEALANT: C375, C551 KITCHEN, BAR -BACK ALL WET AREAS IN COMMERCIAL KITCHEN AREAS, MOP SINK W_2 WOOD BEAD BOARD WITH CHAIRAIL MILLWORK BEAD BOARD WALLS 48"AFF z �p� W� LUMBER PAINTED DRYWALL ABOVE WAINSCOT SHERWIN WILLIAMS COLOR # TBD PUBLIC WALLS SEMI -GLOSS. COLOR VARIES LIQUIDATOR SELECT W� MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS STAINLESS STEEL PANELS AT GREASE HOOD/COOKLINE CUSTOM STAINLESS CUSTOM STAINLESS KITCHEN, HOOD, COOKLINE WELD SEAMS TRIM AT EDGES INSTALLATION: THINSET GROUT Fw-� W� 16"x16" BATHROOM TILE WALL, 96 -AFF DALTILE TO BE DETERMINED PUBLIC BATHROOM SEMI -GLOSS. TILE UP TO 96" BULLNOSE TOP & COVE BOTTOM W� LEDGERSTONE TILE 4"x12" MINIUM CORONADO OLD WORLD LEDGE OWNER SELECT COLOR INT. ELEVATION DINING ROOM DINING ROOM, CAFE OWNER SELECT CLINIC INSTALLATION: THINSET GROUT F� 12"x12" SELECT FLOOR FINISH SCHEDULE O STANDARD FLOOR FINISHES TAG DESCRIPTION MANUF, MODEL LOCATION REMARK LUXURY VINYL TILE LUMBER OWNER PUBLIC SPACES INSTALLATION: STICK DOWN - LUXWALK OR F-1 51/4" PLANKS LIQUIDATOR SELECT CORRIDORS MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS z �p� LUXURY VINYL TILE LUMBER OWNER DINING AREAS INSTALLATION: STICK DOWN - LUXWALK OR F-2 5114' PLANKS LIQUIDATOR SELECT PUBLIC SPACES MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS PORCELAIN TILE DALTILE OWNER BATHROOMS INSTALLATION: THINSET GROUT F-3 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CLINIC INSTALLATION: THINSET GROUT F� 12"x12" SELECT PUBLIC SPACES ADA NONSLIP >.60 COEFF. 3180 DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE CAFE INSTALLATION: THINSET GROUT OOWNER F-5 16"x16" SELECT PUBLIC SPACES ADA NONSLIP >.60 COEFF. 3/8" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR QUARRY TILE DALTILE ADOBE BROWN KITCHEN CHARCOAL GROUT F-6 (6"x6") FLOOR & COVE BASE OT05-2, DT -Q3565 -V & BAR WITH GROUT SEALER 6" COVE BASE TILE ALL SIDES TILE DALTILE OWNER SALON INSTALLATION: THINSET GROUT OPORCELAIN F-7 12"X12" SELECT ADA NONSLIP >.60 COEFF. TILE DALTILE OWNER PORCH EXTERIOR INSTALLATION: THINSET GROUT OPORCELAIN F-8 18"x18" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. CARPET KARASTAN/ OWNER OFFICE AREAS INSTALLATION: STICK DOWN F'9 INDOOR - OUTDOOR MOHAWK SELECT MULTI-PURPOSE CARPET KARASTAN/ OWNER THEATER INSTALLATION: STICK DOWN F-10 LUXURY MOHAWK SELECT MARKETING WITH 1/2" CARPETPAD CARPET KARASTAN/ OWNER UNIT ROOMS INSTALLATION: STICK DOWN F-11 MULTI-PURPOSE MOHAWK SELECT LIVING SPACES RUBBER FLOORING - ROLL RUBBER FLOORING OWNER THERAPY INSTALLATION: 3/8" OR 8mm ROLL, STICK DOWN 1 8mm RECYCLED EPDM INC. SELECT EXERCISE ADHESIVE F-13 EPDXY PAINT EPDXY-COAT BEIGE W/ BEIGE UTILITY AREAS INSTALLATION: ROLL-ON, 2 COATS SAND TEXTURE ADDITIVE 2 -PART, GREY POTTING & STAIRS WITH SAND TEXTURE ADMIXTURE FLOORING NOTES Q TRANSITION STRIP ® THRESHOLD STRIP O 51/4' WOOD BASEBOARD, WM618. SEMI -GLOSS PAINT, 2 -COATS - WHITE SCALE: 1/8"=V-0" 1 01 1 WM&MtSAL I ARCHITECTURE - EKONEEPAG- WERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchiWcts.com O Capyl" EftG U -C. M 2017 Raeerved. CONSULTANT PROJECT U) Z W LL W W p J O LL Andrew Sechler, PA AR001%%(FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 191 Elite Universal Job No. 08009 l u�u tL UJ a w °o° � W 0 ,.., -j0LL a. do z �p� I1NIMZU U) Z W LL W W p J O LL Andrew Sechler, PA AR001%%(FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 191 Elite Universal Job No. 08009 0 W41 WATER RESISTANT DRYWALL IN SHOWE ENCLOSURE ARE INSUL LEVEL 2 FLOOR FINISH PLAN LtVtL Z UNI I - FLUOR FINISH PLAN SCALE: 1/4"=V -V 5Y4" WOOD BASEBOARD, WM 618. SEMIGLOSS PAINT, 2 COATS - WHITE WATER RESISTANT DRYWALL IN SHOWER ENCLOSURE AREA F-1 DESCRIPTION (A190) S4 PARTITION TYPE (A500) OB DOOR IDENTIFY (A101) WALL FINISH (A190) ! 0 TAG f MANUF. mmmr!i�i LOCATION WALL FINISH SCHEDULE FwI- STANDARD WALL FINISHES TAG DESCRIPTION MANUF. MODEL LOCATION REMARK W_1 48"X96" FIBERGLASS REINFORCED PANELS MARLITE FRP P100 SEALANT: C375, C551 KITCHEN, BAR -BACK ALL WET AREAS IN COMMERCIAL KITCHEN AREAS, MOP SINK W 2 WOOD BEAD BOARD WITH CHAIRAIL MILLWORK BEAD BOARD WALLS 48"AFF W� LUMBER PAINTED DRYWALL ABOVE WAINSCOT SHERWIN WILLIAMS COLOR # TBD PUBLIC WALLS SEMI -GLOSS. COLOR VARIES LIQUIDATOR SELECT W 4 MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS STAINLESS STEEL PANELS AT GREASE HOOD/COOKLINE CUSTOM STAINLESS CUSTOM STAINLESS KITCHEN, HOOD, COOKLINE WELD SEAMS TRIM AT EDGES INSTALLATION: THINSET GROUT W 5 16"x16" BATHROOM TILE WALL, 96"AFF DALTILE TO BE DETERMINED PUBLIC BATHROOM SEMI -GLOSS. TILE UP TO 96" BULLNOSE TOP & COVE BOTTOM ❑LEDGERSTONE W-6 TILE 4"x12" MINIUM CORONADO OLD WORLD LEDGE OWNER SELECT COLOR INT. ELEVATION DINING ROOM DINING ROOM, CAFE OWNER SELECT OWNER CLINIC INSTALLATION: THINSET GROUT F� 12"x12" FLOOR FINISH SCHEDULE O STANDARD FLOOR FINISHES TAG DESCRIPTION MANUF, MODEL LOCATION REMARK LUXURY VINYL TILE LUMBER OWNER PUBLIC SPACES INSTALLATION: STICK DOWN - LUXWALK OR F-1 51/4" PLANKS LIQUIDATOR SELECT CORRIDORS MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS LUXURY VINYL TILE LUMBER OWNER DINING AREAS INSTALLATION: STICK DOWN - LUXWALK OR F-2 51/4" PLANKS LIQUIDATOR SELECT PUBLIC SPACES MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS PORCELAIN TILE DALTILE OWNER BATHROOMS INSTALLATION: THINSET GROUT F-3 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 318" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CLINIC INSTALLATION: THINSET GROUT F� 12"x12" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8 DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CAFE INSTALLATION: THINSET GROUT F-5 O 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 31W DUROCK UNDERLAYMENT AT WOOD SUBFLOOR QUARRY TILE DALTILE ADOBE BROWN KITCHEN AGROUT F� O (6'x6') FLOOR & COVE BASE OT05-2, DT -Q3565 -V & BAR WITH SEALER 6" COVE BASE TILE ALL SIDES TILE DALTILE OWNER SALON INSTALLATION: THINSET GROUT OPORCELAIN F-7 12712" SELECT ADA NON -SLIP >.60 COEFF. PORCELAIN TILE DALTILE OWNER PORCH EXTERIOR INSTALLATION: THINSET GROUT F-8 18"x18" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. CARPET KARASTAN/ OWNER OFFICE AREAS INSTALLATION: STICK DOWN F-9 INDOOR - OUTDOOR MOHAWK SELECT MULTI-PURPOSE CARPET KARASTAN/ OWNER THEATER INSTALLATION: STICK DOWN F-10 LUXURY MOHAWK SELECT MARKETING WITH 112" CARPETPAD CARPET KARASTAN/ OWNER UNIT ROOMS INSTALLATION: STICK DOWN F-11 MULTI-PURPOSE MOHAWK SELECT LIVING SPACES FLOORING - ROLL RUBBER FLOORING OWNER THERAPY INSTALLATION: 3/8" OR 8mm ROLL, STICK DOWN ®RUBBER 1 8mm RECYCLED EPDM INC. SELECT EXERCISE ADHESIVE F-13 EPDXY PAINT EPDXY-COAT BEIGE W/ BEIGE UTILITY AREAS INSTALLATION: ROLL-ON, 2 COATS SAND TEXTURE ADDITIVE 2 -PART, GREY POTTING & STAIRS WITH SAND TEXTURE ADMIXTURE FLOORING NOTES Q TRANSITION STRIP ® THRESHOLD STRIP © 51/4' WOOD BASEBOARD, WM618. SEMI -GLOSS PAINT, 2 -COATS - WHITE SCALE: 1/8"=1'-0" 01 WW&MWAL ARCHITECTURE - ENGNEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitDcts.com OCopyripM 817 EEe UWamKLLC. AN Righh Revved. CONSULTANT PROJECT A W �Lu aM� UQ OO W Q�w0¢ w2_� J LL LL � �a0 AZO 00OLLU MZ W z Q U) Z LL W 0 0 LL N J ujW J (�/ql `, I Andrew SecMer, PA AR0016658(FL) REVISIONS: # 1 DATE I DESCRIPTION 03/31117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 — SHEET: A 192 Elite Universal Job No. 08009 WATER RESISTANT DRYWALL IN SHOWE ENCLOSURE ARE INSUL LEVEL 3 FLOOR FINISH PLAN LEVEL 3 UNIT - FLOOR FINISH PLAN SCALE: 1!4"=V -W 5.4"WOOD BASEBOARD, WM 618. SEMIGLOSS PAINT, 2 COATS - WHITE WATER RESISTANT DRYWALL IN SHOWER ENCLOSURE AREA F-1 DESCRIPTION (A190) OPARTITION TYPE (A500) OB DOOR IDENTIFY (A101) W❑ WALL FINISH (A190) WALL FINISH SCHEDULE FwI- STANDARD WALL FINISHES TAG DESCRIPTION MANUF. MODEL LOCATION REMARK W_1 48"X96" FIBERGLASS MARLITE FRP P100 KITCHEN, ALL WET AREAS IN COMMERCIAL F-1 REINFORCED PANELS LIQUIDATOR SEALANT: C375, C551 BAR -BACK KITCHEN AREAS, MOP SINK W_2 WOOD BEAD BOARD MILLWORK BEAD BOARD WALLS 48"AFF F-2 WITH CHAIRAIL LIQUIDATOR SELECT PUBLIC SPACES MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS W-3 DALTILE PAINTED DRYWALL SHERWIN COLOR # TBD PUBLIC WALLS SEMI -GLOSS. COLOR VARIES SELECT PUBLIC SPACES ABOVE WAINSCOT WILLIAMS W 4 STAINLESS STEEL PANELS CUSTOM CUSTOM KITCHEN, WELD SEAMS F-4 12"x12" AT GREASE HOOD/COOKLINE STAINLESS STAINLESS HOOD, COOKLINE TRIM AT EDGES W-5 BATHROOM TILE DALTILE TO BE DETERMINED PUBLIC SEMI -GLOSS. TILE UP TO 96" CAFE INSTALLATION: THINSET GROUT F-5 WALL, 96 -AFF SELECT BATHROOM BULLNOSE TOP & COVE BOTTOM W-6 TILE CORONADO OLD WORLD LEDGE INT. ELEVATION DINING ROOM, CAFE DALTILE ❑LEDGERSTONE KITCHEN 4"x12" MINIUM F-6 OWNER SELECT COLOR DINING ROOM OWNER SELECT & BAR WITH GROUT SEALER FLOOR FINISH SCHEDULE O STANDARD FLOOR FINISHES TAG DESCRIPTION MANUF. MODEL LOCATION REMARK u !� LUXURY VINYL TILE LUMBER OWNER PUBLIC SPACES INSTALLATION: STICK DOWN - LUXWALK OR F-1 51/4" PLANKS LIQUIDATOR SELECT CORRIDORS MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS �z0 LUXURY VINYL TILE LUMBER OWNER DINING AREAS INSTALLATION: STICK DOWN - LUXWALK OR F-2 51/4" PLANKS LIQUIDATOR SELECT PUBLIC SPACES MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS PORCELAIN TILE DALTILE OWNER BATHROOMS INSTALLATION: THINSET GROUT F-3 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CLINIC INSTALLATION: THINSET GROUT F-4 12"x12" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8 DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CAFE INSTALLATION: THINSET GROUT F-5 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR QUARRY TILE DALTILE ADOBE BROWN KITCHEN CHARCOAL GROUT F-6 (6"x6") FLOOR & COVE BASE OT05-2, DT -Q3565 -V & BAR WITH GROUT SEALER 6" COVE BASE TILE ALL SIDES PORCELAIN TILE DALTILE OWNER SALON INSTALLATION: THINSET GROUT F 7 12"X12" SELECT ADA NON -SLIP >.60 COEFF. PORCELAIN TILE DALTILE OWNER PORCH EXTERIOR INSTALLATION: THINSET GROUT F 8 180x18" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. CARPET KARASTAN/ OWNER OFFICE AREAS INSTALLATION: STICK DOWN F-9 INDOOR - OUTDOOR MOHAWK SELECT MULTI-PURPOSE CARPET KARASTAN/ OWNER THEATER INSTALLATION: STICK DOWN F-10 LUXURY MOHAWK SELECT MARKETING WITH 1/2" CARPETPAD CARPET KARASTAN/ OWNER UNIT ROOMS INSTALLATION: STICK DOWN F-11 MULTI-PURPOSE MOHAWK SELECT LIVING SPACES FLOORING - ROLL RUBBER FLOORING OWNER THERAPY INSTALLATION: 3/8" OR 8mm ROLL, STICK DOWN ®RUBBER 1 8mm RECYCLED EPDM INC. SELECT EXERCISE ADHESIVE F-13 EPDXY PAINT EPDXY-COAT BEIGEW/ BEIGE UTILITY AREAS INSTALLATION: ROLL-ON, 2 COATS SAND TEXTURE ADDITIVE 2 -PART, GREY POTTING & STAIRS WITH SAND TEXTURE ADMIXTURE FLOORING NOTES Q TRANSITION STRIP ® THRESHOLD STRIP D 51/4" WOOD BASEBOARD, WM618. SEMI -GLOSS PAINT, 2 -COATS - WHITE SCALE: 1/8"=vz; 01 IV6i81At. ARCHITECTURE - ENGINEEPAG- INTENORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchdects.com O C"RYVM 2017 Elk U w8mK U.C. AN Rights Rmwmd. CONSULTANT PROJECT A `W l 1� u !� � Q M ❑ Q LL ❑ 0 W Q _j O U- < �60 �z0 Mei o W U M Z to MSI co Z J Z ILL. w 0 0 ILL. M w W J M. Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 193 Elite Universal Job No. 08009 AA s i I o WATER RESISTANT DRYWALL IN SHOWE ENCLOSURE ARE INSUL LEVEL 4 FLOOR FINISH PLAN LEVEL 4 UNIT - FLOOR FINISH PLAN SCALE: 1/4"= r -W 5Y" WOOD BASEBOARD, WM 618. SEMIGLOSS PAINT, 2 COATS - WHITE WATER RESISTANT DRYWALL IN SHOWER ENCLOSURE AREA F-1 DESCRIPTION (A190) S4 PARTITION TYPE (A500) OB DOOR IDENTIFY (A101) WALL FINISH (A190) WALL FINISH SCHEDULE a STANDARD WALL FINISHES TAG DESCRIPTION MANUF. MODEL LOCATION REMARK W_1 48"X96" FIBERGLASS REINFORCED PANELS MARLITE FRP P100 SEALANT: C375, C551 KITCHEN, BAR -BACK ALL WET AREAS IN COMMERCIAL KITCHEN AREAS, MOP SINK W-2 WOOD BEAD BOARD WITH CHAIRAIL MILLWORK BEAD BOARD WALLS 48"AFF I-1IoaU ��� W-3 LUMBER PAINTED DRYWALL ABOVE WAINSCOT SHERWIN WILLIAMS COLOR # TBD PUBLIC WALLS SEMI -GLOSS. COLOR VARIES LIQUIDATOR SELECT W� MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS STAINLESS STEEL PANELS AT GREASE HOOD/COOKLINE CUSTOM STAINLESS CUSTOM STAINLESS KITCHEN, HOOD, COOKLINE WELD SEAMS TRIM AT EDGES INSTALLATION: THINSET GROUT W 5 16"x16" BATHROOM TILE WALL, 96 -AFF DALTILE TO BE DETERMINED PUBLIC BATHROOM SEMI -GLOSS. TILE UP TO 96" BULLNOSE TOP & COVE BOTTOM ❑LEDGERSTONE W 6 TILE 4"x12" MINIUM CORONADO OLD WORLD LEDGE OWNER SELECT COLOR INT. ELEVATION DINING ROOM DINING ROOM, CAFE OWNER SELECT OWNER CLINIC INSTALLATION: THINSET GROUT F-4 12"x12" FLOOR FINISH SCHEDULE O STANDARD FLOOR FINISHES TAG DESCRIPTION MANOR MODEL LOCATION REMARK LLI LUXURY VINYL TILE LUMBER OWNER PUBLIC SPACES INSTALLATION: STICK DOWN - LUXWALK OR F-1 51/4" PLANKS LIQUIDATOR SELECT CORRIDORS MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS I-1IoaU ��� LUXURY VINYL TILE LUMBER OWNER DINING AREAS INSTALLATION: STICK DOWN - LUXWALK OR F-2 51/4" PLANKS LIQUIDATOR SELECT PUBLIC SPACES MANNINGTON VINYL UNDERLAYMENT, TAPE SEAMS PORCELAIN TILE DALTILE OWNER BATHROOMS INSTALLATION: THINSET GROUT F-3 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CLINIC INSTALLATION: THINSET GROUT F-4 12"x12" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8 DUROCK UNDERLAYMENT AT WOOD SUBFLOOR PORCELAIN TILE DALTILE OWNER CAFE INSTALLATION: THINSET GROUT F-5 O 16"x16" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. 3/8" DUROCK UNDERLAYMENT AT WOOD SUBFLOOR QUARRY TILE DALTILE ADOBE BROWN KITCHEN CHARCOAL GROUT F-6 (6"x6") FLOOR & COVE BASE OT05-2, DT -Q3565 -V & BAR WITH GROUT SEALER 6" COVE BASE TILE ALL SIDES TILE DALTILE OWNER SALON INSTALLATION: THINSET GROUT OPORCELAIN F-7 12"X12" SELECT ADA NON -SLIP >.60 COEFF. TILE DALTILE OWNER PORCH EXTERIOR INSTALLATION: THINSET GROUT OPORCELAIN F-8 18"x18" SELECT PUBLIC SPACES ADA NON -SLIP >.60 COEFF. CARPET KARASTAN/ OWNER OFFICE AREAS INSTALLATION: STICK DOWN F-9 INDOOR - OUTDOOR MOHAWK SELECT MULTI-PURPOSE CARPET KARASTAN/ OWNER THEATER INSTALLATION: STICK DOWN F-10 LUXURY MOHAWK SELECT MARKETING WITH 112" CARPETPAD CARPET KARASTAN/ OWNER UNIT ROOMS INSTALLATION: STICK DOWN F-11 MULTI-PURPOSE MOHAWK SELECT LIVING SPACES FLOORING - ROLL RUBBER FLOORING OWNER THERAPY INSTALLATION: 3/8" OR 8mm ROLL, STICK DOWN ©RUBBER 1 8mm RECYCLED EPDM INC. SELECT EXERCISE ADHESIVE EPDXY PAINT EPDXY-COAT UTILITY AREAS INSTALLATION: ROLL-ON, 2 COATS F-1 SAND TEXTURE ADDITIVE 2 -PART, GREY BEIGE W/ BEIGE POTTING & STAIRS WITH SAND TEXTURE ADMIXTURE FLOORING NOTES Q TRANSITION STRIP © THRESHOLD STRIP ® 51/4" WOOD BASEBOARD, WM618. SEMI -GLOSS PAINT, 2 -COATS - WHITE SCALE: 1/8"=1'-0" 01 1;i IV60AL ARCHrIECTURE - ENGINEERING - INTMIGRS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchftects.com O CopyrW 2017 EOr Uenewd, U.C. AN Righft Reared. CONSULTANT PROJECT A W LLI d W UoFoo �w0Q wo� 00 aLLLL `/a�0 �zp I-1IoaU ��� 04 �i Z J Z LL W 0 0 IL qcd- LJJ J of I Andrew Sachier, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 194 Elite Universal Job No. 06009 ad EE;m m FYPON PREMANUFACTURED ROOFING TRIM BOARD STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES FYPON PREMANUFACTURED KICKERS PGT WINDOWS, %" INSULATED LOW -E GLASS. PTAC WALL A/C UNIT 6" HARDIE-PLANK WINDOW TRIM SURROUND HH H 37'-4" ALUMINUM RAILING W11 HH HH ti H � ti FYPON WOOD TRELLIS Lo H � Q U0.0 LEVEL 3 26'-3" HH HH ROOF & 3" ALUMINUM LOUVERED SHUTTERS, J POWDER COAT PAINT, 75% KYNAR WALL REVEAL, WITH FYPON LATTICE. BOUGAINVILLEA AT LATTICE AREA LEDGERSTONE TILE BASE, WITH LEDGERSTONE CAP HARDIEBOARD COLUMN TRIM 6" ALUMINUM GUTTER MAKE-UP AIR LOUVER. 24"x48" STUCCO WALL PANEL WITH ALUMINUM LOUVER AND HARDIE-PLANK TRIM SURROUND WALL UNIT A/C. PTAC UNIT, LOUVER ON OUTSIDE WALL FLUSH WITH EXTERIOR. INSULATED METAL DOOR WITH / LEDGERSTONE TILE BASE, WITH LEDGERSTONE CAP HARDIEBOARD TRIM ROOF B� SIDEWALL EXHAUST SOUTH ELEVATION SCALE: 1/8"=1'-0" 1 03 STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES FYPON PREMANUFACTURED ROOFING TRIM BOARD PGT WINDOWS, %" INSULATED LOW -E GLASS. 6" HARDIE-PLANK WINDOW TRIM SURROUND FYPON PREMANUFACTURED KICKERS HARDIEBOARD COLUMN TRIM BUILDING SECTION SCALE: 1/8"=1'-0" 1 16 1 EAST ELEVATION STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES FYPON PREMANUFACTURED ROOFING TRIM BOARD 4" HARDIE-PLANK CORNER TRIM SIDING EIFS TRIM MOULDING 6" ALUMINUM GUTTER 0 ------------- r FYPON PREMANUFACT RED KICKERS LEVEL 2 15'-2" LEVEL 1 0'-0'• HARDIEBOARD COLUMN TRIM SCREEN PORCH WITH ALUMINUM FRAME INSET ALUMINUM RAILING WITH SCREEN ATTACHMENT AT OUTSIDE SCALE: 1/8"=1'-0" 1 01 NER8AL ARCHRECNRE - ENGINEERING - INTERIORS 3210 S. Osceola Ave, FL 32806 407.325.3550 www.eideuniversalarchftects.com QCOWW 2D17 Elie Uwe-, LLC. AN Righft PA. ead. CONSULTANT PROJECT A LEVEL 4 37'-4" ALUMINUM RAILING W11 H SCREEN ATTACHMENT AT OUTSIDE ti H � ti FYPON WOOD TRELLIS Lo H � Q U0.0 LEVEL 3 26'-3" a STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES LEVEL 2 15'-2" LEVEL 1 0'-0'• HARDIEBOARD COLUMN TRIM SCREEN PORCH WITH ALUMINUM FRAME INSET ALUMINUM RAILING WITH SCREEN ATTACHMENT AT OUTSIDE SCALE: 1/8"=1'-0" 1 01 NER8AL ARCHRECNRE - ENGINEERING - INTERIORS 3210 S. Osceola Ave, FL 32806 407.325.3550 www.eideuniversalarchftects.com QCOWW 2D17 Elie Uwe-, LLC. AN Righft PA. ead. CONSULTANT PROJECT A `W l ti H � ti Q M H � Q U0.0 W �Wo< a waLLLL LL �a60 z 0 LL �LQ N �a z 0 F_ W J rW V z J_ m Andrew Sedver, PA AR0016658 (FL) REVISIONS: # I DATE I DESCRIPrioN 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 200 Elite Universal Job No. 08009 I x N LO r JZ411TW s d' N 6" ALUMINUM GUTTER RON 2 FYPON PREMANUFACTURED ROOFING TRIM BOARD STUCCO CONTROL JOINTS, V -GROOVE EIFS TRIM MOULDING UNIT A/C. PTAQUNIT, STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES FYPON PREMANUFACTURED KICKERS PGT WINDOWS, 5/" INSULATED LOW -E GLASS. PTAC WALL A/C UNIT 1 6" HARDIE-PLANK WINDOW TRIM SURROUND 4 12 a4 12 d4 PGT %" INSULATED LOW -E GLASS WITH TRANSOM ABOVE PGT %" INSULATED LOW -E GLASS WITH TRANSOM ABOVE ALUMINUM RAILING WITH SCREEN INSULATED METAL DOOR WITH AND HARDIE-PLANK TRIM SURROUND AND HARDIE-PLANK TRIM SURROUND ATTACHMENT AT OUTSIDE HARDIEBOARD TRIM STUCCO WALL, AND STUCCO BASE. HARDIEBOARD COLUMN TRIM LEDGERSTONE TILE BASE WITH LEDGERSTONE CAP. 3/4" STUCCO ON PAPERBACKED METAL LATH AT WALL, KNOCKDOWN FINISH, SMOOTH FINISH AT BASE NORTH ELEVATION - LAKESIDE SOUTH ELEVATION - GOLF COURSE SIDE 9 o> LO N %Ir) r 6" ALUMINUM GUTTER FYPON PREMANUFACTURED KICKERS jROOF BEARING 48'-5" ALUMINUM RAILING WITH SCREEN LEVEL $TTACHMENT AT OUTSIDE 37'-4" FYPON WOOD TRELLIS LEVEL 3 26'-3" STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES LEVEL 2 15'-2" LEVEL 1 0'-0" HARDIEBOARD COLUMN TRIM SCREEN PORCH WITH ALUMINUM FRAME INSET ALUMINUM RAILING WITH SCREEN ATTACHMENT AT OUTSIDE SCALE: 10=1'4" 1 16 1 WEST ELEVATION SCALE: 10=1'4' 1 03 STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES 6" ALUMINUM GUTTER 6" HARDIE-PLANK CORNER TRIM SIDING EIFS TRIM MOULDING 12 / 12 000000 a000ao Q 12 4� 4 D` 4 \ 4 --------------------------- 4L_-171 - - ---- --------- - --- ------ STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES FYPON PREMANUFACTURED ROOFING TRIM BOARD PGT WINDOWS, %" INSULATED LOW -E GLASS. 6" HARDIE-PLANK WINDOW TRIM SURROUND FYPON PREMANUFACTURED KICKERS 12 5� HARDIEBOARD COLUMN TRIM SCALE: 10=1'4' 1 01 1; ARCRITECTURE - ENGNEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitec ts.00m O CWAht 2017 ENO UnWM, LLC. AA Rigtb RMPAd. CONSULTANT PROJECT A `W I� QM Q � 0 o W0Q _j LL LL LL do ►-� z_ HoLU ��Q Z 0 Q W J W ` V Z in J En SEM. �44 '� Andrew Sechler, PA ARD016658 (FL) REVISIONS: # DATE I DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 201 Elite Universal Job No. 08009 aot STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES FYPON PREMANUFACTURED KICKERS TRUSS BRACING CD) C B A 56'-2" 24'-9" 6'-8" 24'-9" SUSPENDED Y2" DRYWALL CEILING, WITH METAL GRID SUSPENSION SYSTEM TRUSS AT PORCH ROOF 6" ALUMINUM GUTTERS 905 R-30 BAT,INSULi4TION F2 FYPON PREMANUFACTURED KICKERS e ' ----------------------------------------------------------- 2"x6" WOC iSTUD CORRIDOR ALL, 1-7 RA ED, %" TYPE'X' DR AL PGT WINDOWS, %8" INSULATED LOW -E GLASS. ... r; •: BA ;ACOUSTICAL INSU TIO PTAC WALL A/C UNIT LO p 6" HARDIE-PLANK WINDOW TRIM SURROUND - --------------------------------------- - - 3/a" PL - - -- -------- - 5/e" STUCCO, KNOCKDOWN FINISH /2 _ 20" DEEP WOOD FL©OR : ; O TRUSSES IPf5,11' ' • ..""� • 6" HARDIE-PLANK WINDOW TRIM ' EIFS TRIM MOULDING XT 00 "Yx. XyXX 6"EXPOSURE HARDIE-PLANK LAP -SIDING 21 e INS kTE R-1 Y2".SUSP CEILING ON RESILIENT CHAN ELS t,L) 8"ALUMINUM - _:-:-:_---:-:- 3/a" PL FLASHING . 3zs AT WALL x Ella. - 2W -DEEP WOOD. : _ FLOOR TRUSSES ' O to _04 .. 41 eta A8 - 17 11 7 - -yc^lm LJIIVu W 6 m 10'-6 METAL GUARDRAIL WITH 4" MAX. SHPERE. 5 ESIL ENT el"ANNE POWDER COAT PAINT WITH 1Y" METAL " AT BOTTOM OF GUARDRAIL HANDRAIL AT 34"-36" FROM NOSING OF TREAD 3' LEVEL 2 - p , "x ".WOOD•S METAL STAIR, METAL PAN WITH CLOSED RISERS „ SHING WITH CONCRETE TREADS& LANDINGS. 1-• ED, 8" E X' DR CONCRETE BROOM FINISH, SEALED g = LANDINGjK KAWNEER ALUMINUM & GLASS e 4v -8m STOREFRONT WINDOW & DOOR SYSTEM. — 4", 3000PS1 WWM CONCRETE 5 SLAB, SMOOTH FLOAT FINISH. 4 SEALED CONCRETE, 2 -COATS 3 14 W.LATE 4" VINYL BASE o LEVEL 1 EGRESS 3000PSI, SPREAD CONCRETE FOOTER PAD, CONTINUOUS AT PERIMETER, WITH MASONRY CONCRETE STEMALL. O T_ .,Y. SUSPENDED -DRYWALL .' W r C IONG-ON F ESIL ENT el"ANNE MAXIMUM SPACING AT PICKETS, 2" MAX. AT BOTTOM OF GUARDRAIL H Qg � r l Q V LL W LEVEL 2 - p 1 15'-2" "x ".WOOD•S UD CORRIDOR ALUMINUM BREAKMETAL F SHING ROOF AT TOP 1-• ED, 8" E X' DR H � HEAVY GAUGE ALUMINUM tV BAT ACC USTI C AL. INSULATI1 MULLEON SYSTEM. N 329 14 W.LATE TSS 8"x8"xX4" STEEL COLUMN J REFER TO LOBBY ELEVATIONS & DETAILS SHEET 01/A404 3'-4" 3000PSI, SPREAD CONCRETE FOOTER PAD, CONTINUOUS AT PERIMETER, WITH MASONRY CONCRETE STEMALL. 5'-1" SEE STRUC�-t ■ INSULATE ------------------- ROOF SCREEN PORCH, TYPICAL HEAVY GAUGE ALUMINUM SCREEN AND ALUMINUM MULLEON SYSTEM. 42" MINIMUM GUARDRAIL, 4" SPHERE MAXIMUM SPACING AT PICKETS, 2"MAKIMUM AT BOTTOM OF GUARDRAIL LEVEL 4 PVC FYPON TRELLIS STRUCTURE W 0.60 TPO ROOF MEMBRANE SLOPED EDGE LEVEL 3 SCREEN PORCH, TYPICAL HEAVY GAUGE ALUMINUM SCREEN AND ALUMINUM MULLEON SYSTEM. r W r 42" MINIMUM GUARDRAIL, 4" PHERE MAXIMUM SPACING AT PICKETS, 2" MAX. AT BOTTOM OF GUARDRAIL H Qg � r l Q V LL W LEVEL 2 - p 1 15'-2" WOOD FRAMING TRIM WITH r� Q LL LL ALUMINUM BREAKMETAL F SHING ROOF AT TOP o LL U � SCREEN PORCH, TYPICAL H � HEAVY GAUGE ALUMINUM SCREEN AND ALUMINUM MULLEON SYSTEM. N 42" MINIMUMHANDRAIL TO MI GUARDRAIL ABOVE m ni ,TCH LEVEL 1 BUILDING SECTION SCALE: 1/4"=1'-0" 1 01 WIM4�&� ARMIIEC URE-ENGINEERING-WERIORS 3210 S. Osceola Ave. Odando, FL32806 407.325.3550 www.eliteuniversalarchit,cts.com O CopflW 2017 Elie Ut*ewr, LLC. M *RNWAd. CONSULTANT PROJECT A W ISI ti H � ti H Qg � r l Q V LL W �W0Q O� r� Q LL LL �z0 o LL U � H � i z O H U W rC/) V z M J_ m Andrew Sechler, PA AR0016658 (FL) J REVISIONS: # DATE I DESCRIPTION 03/31/17 r SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 300 Elite Universal Job No. 08009 4 Alf 1; i&t ARCHITECTURE - ENGINEENNG- INTMIORS 3210 S. Osceola Ave. Odando,FL 32806 407.325.3550 www.eliteuniversalarchftects.com O COPpVM 8117 Elft Ute, LLC. AN Righb PMWAd. CONSULTANT PROJECT A W mill 1; i&t ARCHITECTURE - ENGINEENNG- INTMIORS 3210 S. Osceola Ave. Odando,FL 32806 407.325.3550 www.eliteuniversalarchftects.com O COPpVM 8117 Elft Ute, LLC. AN Righb PMWAd. CONSULTANT PROJECT A W N � a>C, w (joo0 �W0Q a w2 °C0 -j �)o a0 �z0- M— iCoZU z L0 F— U W C/) CD Z_ m Andrew Sechler, PA I AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 301 Elite Universal Job No. 08009 -= - -- ----- ; W 04l A302 ALUMINUM SCREEN ENCLOSURE WITH ALUMINUM RAILING PRE -FINISHED ALUMINUM GUTTER WITH ti W � Q O � Z AT EXTERIOR SIDE OF SCREEN8,_1 O„ ATTACHMENT STRAPS @ 18-O.C. Q LL LL �a60 _ 4 Z 0 ..,.o *4oILL 0 co Z 0-0 U) 11 CONTINUOUS ALUMINUM FLASHING WITH DRIP EDGE SHED METAL DR G FLASHING PRE -FINISHED DRIP -EDGE I — FASTENED DOUBLE CAULK JOINT SEALANT, MECHANICALLY FAST I MODIFIED BITUMEN INTERPLY RUBEROID MEMBRANE RUBEROID EDGE FLASHING OVER -_----- - �' ASPHALTIC ROOF MEMBRANE „ 611 711 -- IY V -_ - � SELF -ADHERING MEMBRANE FLASHING lo ' ' - - LY M DIETED BITUME -"- iO MEMBRANE. 3/a" PLYWOOD ROOFDECK SHEATHING. ° -- J — — — — — — — — — — — — — — — — — w7- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- A' - — - — 00 2"x4" PRESSURE TREATED WOOD RAFTERS, 1 HR. CEILING ASSEMBLY. U.L.: L521. 24” O.C. SIMPSON H2.5A HURRICANE STRAPS - SKIM COAT GYPSUM BOARD WITH STUCCO SKIMCOAT. PRIME AND PAINT. 3 -PLY MODIFIED BITUMEN p , FIBERCANT STRIP 1"X4" TOUNGE AND GROOVE PINE, PRIME AND - SEMI -GLOSS EXTERIOR FINISH PAINT. ao ASPHALTIC ROOF MEMBRANE. 4"x10" PRESSURE TREATED WOOD BEAMS, RIP PIECE FOR ROOF SLOPE ' =; ALUMINUM SCREEN ENCLOSURE ALUMINUM FRAME AND SCREEN ENCLOSURE WITH ALUMINUM RAILING AT WITH WEEP HOLES AT BASE, 36" OC. EXTERIOR SIDE OF SCREEN 1"x 8" PRESSURE -- - ----- TREATED WOOD FASCIA _FT — AND 3/a" PLYWOOD TRIM %" PLYWOOD SHEATHING, COATED FULLY WITH LATICRETE WATERPROOF MEMBRANE. 2 -STAGE PORCH SECTION SCALE: 1 1/2"=1'-0" 04 ALUMINUM AND GLASS EXTERIOR DOOR FLOOR DRAINS, 1" THICK TOY" MIN. CONCRETE WITH WEATHERPROOF STRIP. ALUMINUM GROUT MUD BED W/ THICKSET TILE PAVERS OVER THRESHOLD TRANSITION STRIP AT BOTTOM SET IN CAULK BED SIMPSON MST36 STRAPPING AT TOP OF ROOF PEAK SHEATHING _-_ — _._ -_ PRE -FINISHED ALUMINUM \ E_ \ IL \ COPING CAP, FULLY CAULKED WITH DRIP EDGE BOTH SIDES. SIMPSON MST36 STRAPPING AT _ - TOP OF ROOF PEAK SHEATHING PREMANUFACTURED ROOF TRUSSES �, F, E D J INT ALUMINUM ROOF FLASHING, PREMANUFACTURED ROOF TRUSSES _ / SEALANT UNDER FLASHING STANDING SEAM METAL ROOF, %" STANDING SEAM METAL ROOF, %" 1" S O A E R F M N PLYWOOD DECKING, & il C C T R MUD R TURN U W L 1 Y2" PLYWOOD SHEATHING WITH PREMANUFACTURED WOOD TRUSSES PLYWOOD DECKING, & \` , VE IC L O E " PL 00 W L EA HIN 401b FELT PAPER UNDERLAYMENT 3%", 20ga. MTL STUD WALL BRACING 12 a 4 PREMANUFACTURED WOOD TRUSSES PRE R NK /S T M, RE UR -FINISHED ALUMINUM SIMPSON HURRICANE STRAPING, SUSPENDED Y" DRYWALL CEILING, A B E D J INT GUTTER WITH ATTACHMENT STRAPS @ 18-O.C. REFER TO STRUCTURAL FOR SPEC. Q 4 WITH METAL GRID SUSPENSION SYSTEM PRIME & PAINT WITH SEMI -GLOSS PAINT \` 6" ALUMINUM GUTTERS --- - 6" ALUMINUM GUTTERS --------- -------- ------------------ A ------------------------------ ----- -------------- - I --------------------- ------- ------ \ \. --- --- - --- ` \ RO F BEARING 1"x 10" PRESSURE FYPON PREMANUFACTURED KICKERS \ \ 48'_5" -F- TREATED WOOD FASCIA SUSPENDED Y2" DRYWALL CEILING, ` •-- - AND Ya" PLYWOOD TRIM WITH METAL GRID SUSPENSION SYSTEM -------------____ ____. _-.. -_. -.--- o Y2" PLYWOOD SOFFIT AND CONTINUOUS — FYPON PREMANUFAC URED KICKERS VENTED VINYL SOFFIT o .. =_= 1 HR. CEILING ASSEMBLY. U.L.: L521. :SKIM HARDIE SIDING OVER%" EXTERIOR COAT GYPSUM BOARD WITH STUCCO PLYWOOD SHEATHING AND TYVEK " -- ---- ---- SKIMCOAT. PRIME AND PAINT. BUILDING PAPER. CAULK OPEN JOINTS. HOSE WASH SYSTEM PRIME AND PAINT. IN TRASH CHUTE o • ' =_ FULLY CAULK ALL JOINTS AT PORCH AREA. CORNERS, AND JOINING OF Y4" PLYWOOD DECKING -- -- DIS-SIMLIAR MATERIALS — _ _- 20" DEEP WOOD 5/" STUCCO, KNOCKD WN FINISH ° %" STUCCO NISH, COAT SYSTEM. FLOOR TRUSSES f' € PRIME AND P INTED — - - . NHI64. 63 \ \ • LEVEL L 4 PORCH SECTION SCALE: 3/16"=1'-0" 23 �01 EIFS TRIM MOULDING 3.00 A8 ------ - -- so A v 5 SIMPSON MST36 STRAPPING AT TOP OF ROOF soy o � a " \ 6" EXPOSURE STANDING SEAM METAL ROOF & PEAK SHEATHING _ HARDIE-PLANK LAP -S TNG PREMANUFACTURED WOOD TRUSSES Aa Ss\\ SUSPENDED Y" DRYWALL CEILING, 12 PREMANUFACTURED ROOF TRUSSES 31Y8", 20ga. MTL STUD FRAMING WALL, o WITH METAL GRID SUSPENSION SYSTEM Q 5 %" USG DRYWALL, MUD & TAPE JOINTS \ 53 / PRIME & PAINT WITH SEMI -GLOSS PAINT PRIME & SEMI GLOSS PAINT 52 . IT 50� / A8 6" ALUMINUM GUTTERS 16/A31.1. 90 ROOF BEARING 26'-8" 48 \ \\ 45 LE r 11 IT 26L3 43 42 0 4� 4 FYPON PREMANUFACTURED KICKERS \ \ _ I 3 _ A8 905 U " 6 EXPOSURE I v I 34 / // \ 33f / / r r 6" EXPOSURE C_ HARDIE-PLANK LAP -SIDING TYVEK BUILDING PAPER ON WOOD FURRING I 1 ! F3� J / HARDIE-PLANK LAP -S TNG TYVEK BUILDING PAP R ON WOOD FURRING s' \ 3531 / METAL GUARDRAIL WITH 4" MAX. SHPERE. r CD 1 \\ -1 C7 STRIPS /-�, " r \ / STRIPS POWDER COAT PAINT WITH 1y" METAL I I / HANDRAIL AT 34"-36" FROM NOSING OF TREAD \\y LEVEL 2 N / �j 15'-2" s \ _' LEVEL 2 METAL STAIR, METAL PANWITH CLOSED RISERS i V\ EIFS TRIM MOULDING .._- Z5 15'-2" WITH CONCRETE TREADS& LANDINGS.\i3 CONCRETE BROOM FINISH, SEALED co \\\ \z N z \ �\ _ �� c� z1 \ EIFS TRIM MOULDING N A8 0 0 1 -HR FIRE RATED SUSPENDED o �\ LANDING 17 \ DRYWALL CEILING ON RESILIENT. IV 9'-11" say CHANNELS •,. \ o \ Z �, \ iv \ ; f / / C� \ SUSPENDED DRYWALL CEILING Ag13�/ /. \ 1112 \,� BELOW MECHANICAL JF /' A8 in r &BUILDING SYSTEMS F 11F / so r 4", 3000PS1 WWM CONCRETE � / � \' � � 5/" SLAB SMOOTH FLOAT S 00 O FINISH. 4", 3000PSI WWM CONCRETE � • � � w STUCCO, KNOCKDOWN FINISH SEALED CONCRETE, 2 -COATS i\/\\ v 4in LEDGERSTONE TILE BASE WITH SLAB, SMOOTH FLOAT FINISH. SEALED CONCRETE, 2 -COATS sv 4" VINYL BASE �V � � ��/ 3 in � LEDGERSTONE CAP. MORTAR GROUT TO WALL ' ' �- � - � � � � 4A LEDGERSTONE TILE ASE WITH 1 \\ LEDGERSTONE CAP. % \, MORTAR GROUT TO ALL f z LEVEL 1 O' -O" . LEVEL 1 — — EGRESS — Po Q _ 0� " ' -0'-�" L O� — 0 O 3000PS1, SPREAD CONCRETE FOOTER PAD, CONTINUOUS AT PERIMETER, WITH MASONRY 3000PSI, SPREAD CONCRETE FOOTER PAD, 31 -4 - CONTINUOUS CONCRETE STEMALL. AT PERIMETER, WITH MASONRY CONCRETE STEMALL. STAIR SECTION SCALE: 1/4"=1'-0" 21 BUILDING SECTION - AT TRASH CHUTE SCALE: 1/4"=1'-0" 01 i1; NBi18AL ARCHITECTURE - ENGNEER NG- INTERIORS 3210 S. Osceola Ave. Odando,FL 32806 407.325.3550 www.eliteuniversalarch tects.00m 0 CoppVtN 2017 Elk UVAm V, LLC. AN Rights Dee"""d. CONSULTANT PRaEcr A W ti W � Q O � Z • , F� rrTTI ^ OJ Q LL LL �a60 4 Z 0 *4oILL 0 co Z 0-0 U) .Loll Andrew Sechler, PA AR0016668 (FL) REVISIONS: # DATE DESCRIPTION — 0331117 SUBMIT — DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 302 Elite Universal Job No. 08009 LOAD TABLES IMPACT LOADS VERTICAL LOADS AT PIT (BUFFER IMPACT) VERTICAL LOADS AT PIT UNDER GUIDE RAILS (INCLUDING IMPACT LOAD DUE TO SAFETIES APPLICATION, G�VERN�R LOAD AND EQUIPMENT ON RAILS) F9 F10 F8 F16 F17 F18 7075 LBF 9756 LBF 98% LIF 13168 LBF 3130 LBF 3130 LBF I= KNI [43.4 TUU I [44,0 KN3 [58,6 KN3 [13.9 KN3 [13.9 '013 CAR RAIL LOADS NON -SEISMIC SEISMIC F P F P 225 LBF 114 LIF 593 LBF 311 LBF [1002 N3 1508 NI [2637 N3 [138;1 N3 CWT -RAIL LOADS NON -SEISMIC SEISMIC F P F P 75 LBF 6 LBF 674 LBF 313 LBF 0334 N3 [26 N3 [2994 N3 [1391 NI STATIC RAIL LOADS FROM EWJJPAENT SLPPMT£D F8 F16 F17 FIB 38% LBF 6748 LBF 1971 LBF 1971 LBF U73 KN] 13U KN3 [8,8 KN3 1811 KN3 NOTE: F9 & F10 Do not occur simultaneously with F8 & F16 v F18 r F10 -FF9 F- I - F16 L_ * [ ,� F17 2305i ___:] 'E_ r871 t I J Load Points Car 1 Shown (Car 2 Opposite) F nr Rail Load Diagram ACRONYM DEFINITION ACRONYM DEFINITION BGS DISTANCE BETWEEN CWT GUIDE RAILS RHD RAIL HEAD DEPTH BK CAR WIDTH (INSIDE) RD ROUGH OPENING BKS DISTANCE BETWEEN CAR GUIDE RAILS SKO TOP RUNBY BS HOISTWAY WIDTH SKU BOTTOM RUNBY BT ENTRANCE OPENING WIDTH (HOISTWAY) TCRR TOP OF CAR RAIL CLCWR C/L CWT RAIL TCWR TOP OF CWT RAIL DCL DOOR C/L TK CAR DEPTH (INSIDE) HK CAB HGT TO UNDERSIDE OF CANOPY TKS RUNNING CLEARANCE HSG PIT DEPTH TKSW FRONT H/W WALL TO C/L RAILS HSK OVERHEAD HEIGHT TS H13ISTWAY DEPTH HT ENTRANCE OPENING HEIGHT TSW ENTRANCE SILL DEPTH CLCWR UCWR=5& 1,34 d� r, N he X BP = Breaker panel 8-7/8"M124111WH 122911,14191,11 CB = Circuit breaker 11-5/8"Wx1B-3 WH [219Wx461H] DR = Drive 2' 10-1/8"x22fi18' rJ57a 7 Travel: 14' - O' [42671 t tff 1"x WOOD TRIM, -\\ CLEARATHANE, MAHOGANY STAIN 18'-7" I® 41 1, 4'-32" 11 \\1,-3e 41_ 2N ------ CALL BUTTON & HALL LANTERN Y-6" 3'-6 --l l --- ---� -P& ------ 6'-11" 6'-11" ' / - r- ----- V C31 C11 - - i Cp ----- --- , a a - - _ -1Dk3 dal 10(3 d01 - 1 __ F__ - I j� �/ fT N I-!, ' i " I . . (: ) - ' 4 ) \_ SUMP PUMP USUMP PUMP-/ 0 STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES VINYL VENTED SOFFIT r- R-30 BAT INSULATION CALLLITTON & IAL LANTERN 4'-5" I I EMERGENCY EVACUATION I I MAP 56'-2" 24'-9" I. 6'-8" 4'-10" . . 1 "x WOOQ TRIM, `W l ' '" . . . . CLEARATHANE, .' • • Z ��c" i 0 r~)0<0 4•-2" LU 0 Q I4 3'-6" ** MAHOGANY•STAM . Z F- ' IIIIIIIIIIIIIIII (1) 04 1 f c0 ' ; j / • 'HALL LAI • ;/✓ • • • , • 1 " . . POWDER COAT .' . • DOOR FINISH . / ' ..FLOOR "BEIGE" ` .~-.01=SIGli , ": EMERGENCY EVACUATION ' . C . ... .. . : .13- /, MAP . ' L , F o CALL - L BUTTON - C ( W ' 1 i0F . . • ' - O Z / f.' - y%, j W U / � W c /J O <o w M U 1 "x8" WOOD BASEBOARD O. I. • ''`' %" i ` ' f� AT ELEVATOR LOBE / 4///_... r.11 if - : • . •' .' / / ./ / `.� / f /z %� / ` ��j/j // / .,/," , l: - - . Ili X// JT.ERN XOR. J '/' , /f STANDING SEAM METAL ROOF & PREMANUFACTURED WOOD TRUSSES J I ' I I , , 1 11 117-1 _+ J____) I____L__+' § � �_- 17-4 1 n J- SHAFT - - Vsive' �BT�� BT -sem 5'-9" W LEVATOR HOIST BEAM a Unay' 2W n4a 1+ 11 [+0671 o SHAFT .Ri 1•-,' BKS=• -,1 BKS• -,'1* 'iH Vou 4 3/4" - 0, ,y 12+321 y tz+� ty B2� _ 117 11 lien 4- 1 3'-t4R,/ 3'-++� 1 - 4' // i a Door Sill van 1Nr - ea/e• �7y"� [1+91,1 [11%1 5 113aB'�7] R- BAT INSULATION a Detail :-; 1 (acRNDt>:R DAN AcccerwoA1E x`48 �R x'"78 1 3"76 ' HARFA 24 x48"(MIN)aE .` .. ., ,/ �/ / / ,/ -. ---t t. ..... "'< '.,�. /�../�... �/ 64'r154e1 WIDEIWBTWAYS 1 , ) 1153„ €+8391 II C 810X1 �.`.•' -~^. .~., -'J •, �';` ,� ,i l S /i ,S / ,n .n ..n !. `n n (, n n it WITH ZERO NEQATNEtOLERANCE. Wa € 2 t] / / /. i. /. i / : 1`• / / ' i t / \ 1 , ! ! . /'a S7 \ '. ! _' l tt/ tt, 't / '.; '', (Side Opening) PLEA9E9EEYOU118CNNDLER t13 6$ B3 B$ t t , , t , ` j t d n 'A J �� v.- ' Jy, 'ROOF BEARING Entrance Jarlb Detail REPRESENTATNEWRMOREDEDUL) 1256„ 12�+, : 48'-5" (Side Opening) Elevation Section _ - W8 ELEVATOR HOIST sEAM � � - . Pit 8k Overhead --- -11,y" SUSPENDED DRYWALL PURCHASER NOTES: THE FOLLOWING NOTES SHOULD BE CONSIDERED BY THE PURCHASER BEFORE APPR017ING THIS DRAWING '- - . I . I : . \\,-- CEILING ON RESILIENT VNEW MW Attar -s W= aceta ZIMM otfIlillite a qUE1l++1WIfa as dict WM rXX AMIN11 c'r, cmea AnOW := LOW eases sou P,w,M - : z CHANNELS. FIRECODE'C' ----- ---- 1. Clear, plumb, hoistway with variations not to exceed +25mm (+l*). Hoistway enclosure to be fire rated per national code 13. GFCI convenience outlet and light fixture with guard in pit (National Electrical Code). : r W DRYWALL requirements and applicable building codes (rule 2.1.1). 14. Pit ladder for each elevator in compliance with rule 2.2.4.2. 3300 TRACTION ELEVATOR - - :�- - > 2. Power for construction adjacent to hoistways and machine/control rooms (110/220 volt, single phase, for welders and hoists) 15. GFCI convenience outlet and telephone outlet located in machine/control room. O -.. - 00 O and sufficient 3-phase power to run elevator(s) at the some time. 16. Provide, preferably at the top landing, a lockable, fused disconnect switch or circuit breaker suitable for 3-phase power for the PLANS AND DETAILS 1 Sir - - fY 3. 75' bevel guards on all projections, recesses or setbacks over 100mm (4"). 17 elevator control and o separate lockable, fused disconnect switch for car lighting circuit for each elevator. O N N � O 4. Provide ventingof the hoistwa per national code requirements and applicable building codes rule 2.1.4. Building corridors she be lighted so that the illumination level at the landing sills, when an elevator is in service, shall not be less SPECIFICATIONS r' Y P q PP 9 ( ) than 100 LUX (10 FC). (RuleE 2.11.10.2) CAPACITY- 2500 Iba 1135 -' - Q 5. Clear, flat, vertical or horizontal surfaces for mounting roll brackets at each floor, In overhead, and intermediate levels (if 18. For areas in seismic zone 2 or greater, provide additional 2" (50 mm) TO hoistway width. RATED SPEID 100 0.S m Lr) , - > required). 19. Hoist beams required. Contact local Schindler office for sizing and locution. TRAVEL 14 - 4.267 m W - "PLYWOOD DECKING 6. For masonry block hoistway construction, Schindler will provide rail bracket inserts for installation by others. O eq 9 - - ; - J - �4 BUILDNQ MARINA ISLE ASSISTED LIVING FACILITY 7. For non -masonry hoistway construction with floor heights exceeding 4.5m (15ft), structural support at 2.4m (8ft) to 4.5m 20. Provide suitable feeder and branch wiring circuits from the budding service to the controller, including main line switch, for signal " W (15ft) above finished floor level for entrance strut angle attachment. systems, power operated doors, car lighting and convenience outlets LOCATION: SANFORD, FLORIDA _1 : ' .1 8. Grouting around entrance frames and finished floor and grout to sill line after installation of entrance. 21. A temporary work platform Is required for installation of the elevator. ONNER il-ti _ 9. Construction barricades (per OSHA requirements) either outside of elevator hoistwa s or between elevators inside of 22• If applicable, smoke and/or heat detectors with signals to elevator controller(s). ARCFNTECT: ENGINEER: 1.20" DEEP WOOD (P q ) Y() DRAWN BY: SkhMdNrDrav 2 DATE MQ 14 2017 1. hoistway(s) as required. DRAIMNG N0 - _ ' '• � FLOOR TRUSSES 10. Dry pit reinforced to sustain vertical forces from rails and impact loads on buffers (rule 2.2.2). Car buffer impact loads as C calculated (rule 8.2.3). 01 -"-- Ili 11. Adequate sealing and waterproofing of pit. Effective prevention of pit exposure to storm water or ground water. - - :' 12. Sump pit, if required, to be located in rear center of pit floor.illill LEVEL 4 37-411 - - ELEVATOR SPECIFICATIONS SCALE: NOT TO SCALE 23 M - - ------ r------------- ----- Y2" SUSPENDED DRYWALL L __ - . - . : -_ �7 -. _ \_ CEILING ON RESILIENT - ` CHANNELS. FIRECODE'C' = DRYWALL 0. r ,1. 1._1 `v 3 � "'n;�� i 5 4 � �1`ii' : F /�.... , :. � s� 5 ho, Bic'i S"",if „ �w Y 1 "� �w �i �, E's ff U AAAA. : /Q ,,.. ry _ u �,I N 1 3 e 4 - _ _ s,:;,, 4 4 �, a „„ , t r 4 a I L� 1 PLYWOOD DECKING Fey ae on � Ld' r.-31 ¢ q v �. /g I H, x/ - r� 3� 'C- an S y I L i Y 5' 5. a! L �,.wa+- c n r4. rN -.11 c, 20" DEEP WOOD FLOOR TRUSSES I -- M : -. `r l"R M � , � , -1 � - - I f : - �. : : ",, 26'-311 NIF ,�,__'_ 'k 3 t; LEVEL 3 . , __ - --- - I .: k1l.0 : : - - : : -1 : .. I __ e -- ---- - ---- --- --------------------------------------------------- I �-.11 N - . � I ______ _ . ; � (7) I . , : : - - - . .11 - . : ------------- � 1E p :-- .. - - �= I -A 1 � �'!i TV .: . . . . CIO Wn � _. - - :I i7rtee systeitt '.-- I 4 rt rck I*,art re,in r;E,;n, in eye yt,..sy <:912; tiFre Cab and hoistl�ray __-- Y" SUSPENDED DRYWALL , .. 2 _=s r• s : , : , AAAA :,. _ .. • v- :; G. AAAA... , , - -.- ,------------------------.-- n.r �, fk f ri .: r I,_ fn. n ..0 , ,:r .. :i - t h r :t t E. r �. ..,C:. a ...n 7, s a , : ,Jai rrot,`c: nr r t :+�e � r : 4 i i, , ] ,,, .,. , .� (' . ., r � CEILING ON RESILIENT _r )tJ a..e -:., s. !. c ^ <i:.fi " , , ,.. c _E �taiiaak II iy, Th rc - a t..a:.ightirt I t_TE.E.f „rt ht en._ -ca f ft.,_._tEn..:ar^IJs - Gf, , AAAA. ., AAAA.-. -. . , 4,. _.. .. \_ ;..,. r : s. ] :>.. x] c„ _ CHANNELS. FIRECODE'C' r E . ,:Iter (E_r. f: T:, �dJ S :rl:..C..-. S:.)dCt i+ rr;,Ja,,:.t; .t, .FV:( L,s 71J.,.{ deri Eand fo: sol ES that 11f iefit Ith Aarle' -C .n_ial .i.C„n: 1 e e 1: overall ;; : " t o 5; _ .€E <_s_ri tc €:ct .),� all - r - ,..,. .. r a- ,c ,, ,. (' , _.I Tr.: n, ri .,� - .>.. n _ , c'F r : '.Qr, ,. +.: o r,. r: ,c,r - DRYWALL t.r•c _y,t r.,, 1. is !.rata., t a, e_L.y ...< ��e,: _act �r.f ; aS u -"n a_ .heir co peop _. J < Sc_,_,i:.,cler; r.e , e a.o. e' gy o..,..:.n0cin - , ,: :: ; _ !:// : :.: b - AAAA AAAA. _ __..._ d : ------ • .AAAA - , . s .- -, d < ;:..,x ,,; _ r. FRAMING (',: + <,; r. n, 3. (• .,F , c,r': :: .{ n Yr`. , ; :rl t, i - - 16 a METAL CtC ,.5 .Int re.., fI ,-1 _,tIt . ,,,a l.Elle ,7... .. ,.._ }r t ,T: l s fJw dt .,..E ,Orf f.<j.1t .-.� .TIES Eilltic t.l, ,n Ir X < fdt.'__ Door 3f r r€J re st3n<JV m<> tE ,.i5�> i(?5S electric:, 1 g k > _ . r. r f , _ . ,: _ _ - - BULKHEAD ', t`-. :.?H r: a ,t, rl rt'C.L i{): €. tr „ :C, trfrri;: a :IJC.! .::.::... :... : . . . .t J.. , fE.,Sr.2.:. 5 . ,E. ......`30, dei ,. s t . -. ,., < :, , r r , - .<,E ., the C < , �J ...`, a : ,1 I:: � a.; c .?Ci � Lit �.; _t. �,._._„E1.E- 17_t.E'E C).,f.r..<.I t.<f,5,f.€< r.N.J„.<,t.S r._fJ.e. tG..,,4..t✓ 4>.c,t._ f.Ji - - --- i.A r _ € N :. ,. , (.,,t_ . ,crr rat 1, :unsLi. - _r�a..as-L„��_., w i st<:.,r<,.0 .,: L to ?lar:4 t. f� r ;rl. E.Ci E 1 E:. cnrTtfor(. ELEVATOR FRAME €. arid. out safel re systeri" is e ciao ri-�I in er`!eroy .. .. - .. .. -. . - -. ., ' . , AAAA Y , - .. <, ,:-: : I : , : n-vir ;--E "USG DRYWALL ... 1/ 3„S :n ,l.E 'E1 ars f .,€-_ .-S :: aEI.,T•r.::1 ;_•t E -,s4 iU .:3._ ,.: __ ,.... :: . , T.lt; ..>t_. E.r:.tl,::3 J� f1 t: tC h.71:Lr11,.. , IC r .: ._(= Er s.T• _ ti Y2 OL r r.E .a< Ettur oTim : T r entally Tespon :ih6e rci mlaaiay 1" FU + : FURRING STRIPS n„ r _ - r t .e , , � 1 , � t l , r , ,. r, a _+ . , o . e e c _AAAA. AAAA. - { r f r i r, tCr.1.,1 E), ..t.f .,uspe... )ri ,r.it.< .. t a t5 Iti1, rt t a. ( _,:..>, t,. ,, ...i,-s.,rti I<i., „ertlt.,r, .,€J.t, .n.. JEI.t J r!)., h�_ are ,rr.,rk.1 t € .<f ,, �1jr entre aA,c .1.i J t me?,f: nt. _ ,.,r, r rl5 ] entire a y,, _ ry t r .. - AAAA... AAAA- AAAA. - _:< 1 ..t Rea' s . , ...:.:.. .. :i 'I : : ,f Y ?: .'-�..,. r ?Y 1. S .: `/ : t r ^,,'.. ..)..i r , i'Y: 0 tlt:.dl.Z). a:. :.I ..t.f...rlE.1E. <,.1..-.E 1Ci, .j.,.i. C.t l,l:.>,t, ret.:- a l 3�t. C.I':EIE t,t.. 1741I Lh, ,j:.'s'Erl' IC, o k l t ; l( ''.: It' r r t ('i t; r :. r ? g .. r I e ..Ary frier dly �?,e h2ve ir:.,t•..uted r.i re e(olci,ically r,-sti,on-1-isle ,! �" ; r� ..- -- " , Cc1si .. r _ trace. ,,� .� i._�- t, ,I!e Sc ,.r d:e'i 33 C Product o: ste and ,stat_£ al us, z e. i V art? able <- - X. rC l"')rc - >•y' .I,•�_.+• .�. rel -. „ ,^. i :..:,-� < c G` ,^ a ,"'. . w : Suspension Traction Media (STM) 0f.e., ,_t,.,- tuft frE~ nd'y features tnan .,r€_ miciht hake tf t , Eia� Er:sta.l�t..,n_. fa i.l 4,rt � :r fe off€ Ifitly. ------ __ _. LEVEL2 11 - = 15 -2 fl,ie ._, M ccinslsl , ..f ..,!.C1 : IE}arl Cr<C •._. sheat' tE,Ci Iry �.i g It !. E, .,E1 L,. �'t,lts OUr 1r ro(', E, -t. rrCi _,t rf:Ef-.> ci.E nCa#+3r1 � 3 (' r VidE: � : F' -1 �^. :' -y i ----- ------ - flL €1 1 ,.,: I - �v : � : :- I I .. I : I I.- - - - G p : ene: t,s7 of lid :t and ecio-fri l,.r t.,.itiori'.s to ur.t'.Etecf '-;; cul3r v (Eqv (1_ , IitJJt.kE Dien-- :ajoi3Or{rt.; , y : (• .4 J < < E„ steel cables, . ,. : Alit', N ::::f: 1: ;: - ' :- can's l : esti t. l hey ep,a _e _onventiona[ steel +,,e c,. ;; € � Drive for . a�.UE_, t, i.,i€r� �.�.;er3 an f man cera. --- -- : . �_.__ „_., - lt sr, quire less s;aa..E: and r:: i oU eter, -fhanks Bks to the :> �,:,ill ae <r<�s , i �U ::tn,_ fc�lurte � to �,,� Ane, c' ren<J Y2" SUSPENDED DRYWALL I u s - - r,„, 4" C .- •,. LIENT lr, :.ilf'„ is .th.P,< :C.. the rkI<dt.fT!€lE. :i,.+ f>;SJc .,..:.-C=.(, .... . _... ---- -' C(i J.,Ymt:.: 1;15>, 1 t?, •.�„ <. . E , - : E b C)I - 5 \ r -- �, --f f nsn•..SC,S.i..Eh.rLSt,r._ E�.-r .f t.lf , :_ � CHANNELS. FI EICODE'C' ,:! _ ,1,.:_ .,_<, r,c p r. < ,....� r. ':'r'7 , , , . �. 0 'xa y ! y.. 1 1 r r,, e .. ? r : s •d'i, a, r , h , 1!. ilt, : <z aJ : : 3,,JlE, . C ES...,. ,.t1 .CEL .. - - - - - - € < .. ,_ .,IE v .la t tJ .,t (, usv .!- :.pf . ,c . , s .E t . t i, it ,.. t !.. (y, t• ,i+ C -I.- -en B lin C:ottJni anti ~ u J ort, !:hc': l.:f ,.17~" -• r " - _ .,. _ 11 3 E h - DRYWALL Shafts to be utilize:.. � 51; reduces eiectri7_ coats Gre,el`1 Bull rfr1� R<.1rr �, <tt= 1• EINHEADER y, , : - s ! _. , : - - __... AAAA AAAA. AAAA AAAA _ 'e f:fent:\' Cull/t?rtcr'v�'it S: ,sem 'r power r71 '+ 1 8 R ._.......................................... ..._.... f" � ", 1 f -h 13J n r de ELEVATpR f y IC15jJCCtt(it1 riled test panel �s / G I all i,J; r:'evator: o rete s l ty �, to nt-?ar ;l. fl ,or !rt FRAME ' I. lrE ...r. St h=tT.jlc. .,.3C1 % . :z? :,.5 , . :€ , E .,r:,J .F -,t ,:,::r.. x li# C, v.:f,a C%t t 1i.I::. in, £ r F i ,, 1 r ,, ,�ovv r ou![age - --- --'---------'--- N Y" USG DRYWALL W o- :i,- n ; - ;� I r r :' -r,: s , . r r �. r -„ -, - 1" FURRING STRIPS i� �,;.::<'.t:r_C.If E. t,.. �. Sw..G<'.,0 vG?v: .CJ (1 E: c;., ',,.. ,:.. - , :<s 7f„ % y. V,. ! - ,�_<J•.,fJ<>._.; li.�J l"tt4•t,.;(I'tt. rI: :C.i Ci _i(Z11Jl Pf�{:yift, 3""' e L J'', 'Cp =_t d C : ;:!E • ghly •iffy;+:O,,al f-:,:U<lo,t a r:tol l/ a Y - r: ;d..ry I ,:s ,:..:, >.. ' -; - s'.: '`,. :'firi i AAAA.. AAAA... '. i�T a..`f,I..:,lr..rrent. l_ l.E ,,1...Ees .ievalor Ins al!Dt,,.,i., Ia:t.rVdC;f� � G ! f Control Y : 11 6ga. METAL FRAMING :i.,. t; AAAA .: < :,� space-, : [ r 34,.t;cal f ii., €"Efa,r� It, and sa�,es s c=_.., ? ;:;i :::z �.ti-lrtt r(�ilS :i:-. ,,rJ':.�Ctil,>- V sv cl.f car lights iii..+ � if � AAAA : p r y sem" g:' BULKHEAD , ##!: • 1 -11 ------- -------- -- - - ------- -- ------------ -- --- ------ ----- w-.. a r, %a/i/if s i4 sr. " star'C:'.bv Ci ode to sa,,ve e:'Ie, y : :;� _ f /. off - FRAME 5 ` f„ - - ELEVATOR F =:::., .. r., r. , i „r AAAA AAAA.//. __.. _.. .,. ._ e ,,':t „ d xa. J,1, ,F 1 at ICI t.f <S: ,,.I l< 1 ,,., ...:. ::?... _AAAA.,/ : .c fii.z aL .. ,.:ryt.,..a., , ::::- Dcscsr J E f h - : 4: . .,:�i .;::: : ¢ . ..: , t :::: . ,�� �G, �//G� ///, , .;f?ice; ff;f>mn� Q '' 1kt' /� 1 1 1 ;:;, ; i , :. , s:;, ,:� .� , _r x. t r ...:....... r , , r .. v , .. AAAA ::> /„% .: : c, AAAA , r ,..:. -, , R � AAAA.. AAAA .: : " t E ) , , I IC .j ,..:. AAAA v F' . .G:l,.;>;>.: �,;,: ;., Doors E EC, , u 4,.t < Ir E enc o,. c, , .. 1.:...17 ii. IIt. .., .:.:, . f ; /`.,,:., / ,,,,/-GffLJ ti 4 CONCRETE SLAB. :., .., .. ... AAAA. , :$££:„sG.saa6'/,i;.�, „ _ , } . bee ,P , .. ,est . de- (. 1 4 ti ( ( ..;4 : . l G ,r1 AAAA:. ..:.:.::::::::,...: :. .. f. Ff , ¢ f, : t rE , r ,,l .,L, c„E,ct, .,..,. T o fJ1.li€ kJ.�st. ir€ ,I a: r- r t r �5 �f 4 E' ' ..:; r. (. t ., Erre. ,c,.> ..r.Jl.r. / ., ., 6X6 W1.4XW1.4 WWF. t , s:r ->;: . . : J %:�,,, ,^.' c::.f ,., :. y�..,/l;r{.,:>,:.,... f::ffl%:i''r"Ff; -... ,_ _ .. ..�:�, s.: .. :.:... /i,!"ix.,i:`'.,.sc /?:>.:-r/>�jn`.; .:.: .. , f.,£s £ f;i//fff ff AAAA... _. - , . , rF ' v i , _.._ .- .. _ ::./,. , :AAAA.. r .,, ii.:::;:: f SMOOTH FLOAT FINISH r , t � r :. ,AAAA.. i - €� it ,...c oE„ ,�> nit. , . e ,.1t t.. r hl a_ J<�. as terE..i art �, ,.r ., . i.:, yam. opening 1 i r t -s. c. >'.E' .. Nrn?.6' ... Y .. �:.; ,t1��y, ,,,.` `"r i : iii ;i:;;;.:: ,..,. ' . N 11 � A S i :,;:�:a i%y'f�`.:`f; %/f ;%„F: , AAAA _ ___. _. _. ^ .. ,..:. .. ! . :�::.: , ,r, � s //.//`./f AAAA .. AAAA .. r r : •-, . _ .. _' - , ...:/ :: :.?alt's .3?:::3::::.; ......:. 'fr/ ,..f%ff r. r._rr ro center -opening . >Y r ,;. :,.,. . s:f . . AAAA r, >, r, s» t a ..:.r. ..lei >.:.„c �;Jeet f)_S c r_ _ . I c J ,. E Sr? a , ,.. r.0 c (1 -s t eff . _naS_E �E i::: ,. !f, /f„ ,. , > 4 r•: r. <, r:.; - or: tion. ,,,,f::>.- / a -r -r', ,, ; ...ai LEVEL 1 ,, .:.:>: ': I i ''E. -; .f 1: _ ....`�-`<T.........E.2c/:C.. ..f/f /.................... .. ... AAAA. %G/, AAAA AAAA-.- --.--._�--_----- ��b .: . ..: .. .. .. ..:.:.. .. ...::fby :. .::...:.::::.r ,. s s . . � iL..z i : „ - r-.. t r:r : c ,c<.,::filE: :.. ,g : --- - .::::.� .:.:::,. /, , .:. /f`.: ..tst !.:. a/ H. _ e l rC lob,. tuES EG_ .31 C JCt srsa rE < r _ i. ff:,f,,, /f.:, - ... .. >' . - -... i I: :AAAA ,/f.�� Y µ AAAA... AAAA AAAA... AAAA... :.:.:f::f/f f , +,f/;, ..',;:.:,;,..Y % ..",.L 'YCdr2":Fpp{{1:2:, ::;`:,.:i'.ii: AAAA '', \ 1 �.. .. ,. .: ,:. .. .: :::.. .::f'fF , .., ..->:::>:>::ff ff ,::. K ! .:. :,,..: ri:^.7v:.,�,:'.:::. ::... .. I .. _.. --. l ,r r: n .. :.,r _; r t„- ..,, , sr .: ... ... /ff ,., / -„ , r ,// /%f %1 _ i 3�GG. , his a.. h�<o<. he„efl. t . a..o..� I aE €.� :. /, , - /. :..::,f„ 1 y ff „ fff,„f _ /:,. -,r�� _ _ _ COMPACTED SOIL FOLLOW .. ,. : ..:1 i/f ,.:: 1/,/ ...y:..:.:. : r , . , .,: /, . _:::i .. ..;>;;:; „ f, , !:> f^.:: +::::.!.:...:. _... _. AAAA. AAAA AAAA.. _AAAA. _. . .. .. - .G,- , . .::. - - - - : s ,::::, N. : .,AAAA. , r ;- O O _. . F. v , ,,. f • AAAA :AAAA _ AAAA. .,, .. ...,. x. .,.:.., ,;,..: ....._.,::;.,y' t., t,, r ..r �. shafts , t,€,1fcc+ �<€it.+ +,<„rt -i, .f, ., r . _,a.,,.. f / ,... ..:,.:f,! .:.._ �= �-; , -, .. AAAA. SOIL RECOMMENDATIONS -iE-t..t(3. S ..,:.. r t. t 3 1�f � ... , < _ s. C , / ..:, ,- ifs // ff'y� , /.,... 1 r AAAA : %fj/%f`, t:.i./..: •...�4GR.n. AAAA.. AAAA. AAAA AAAA - - - .- .: :.. ::. _ . ... _.. -..-.. -, ,.. ; 3 :.;. -lfii r , , !:'ff/'F ,r, f.,:F/lfjlF%f f/ 1 t/ r r r., „ ::..:G , , <.:.:%: .ff, . Lti LJi L L - - FROM UNIVERSAL ENG. larclei cab inl:._f o:, his is<; atrECl:!�,� La1l:.dliC. / /,,,1. f ,1 C3 AAAA !i// ;:/f; f f:/, ,, G '-,AAAA.. /../ if ` .;.;:::, AAAA -AAAA..- AAAA..-- - --. --- •- ••.. ` j Emil VISQUEEN VAPOR ;,; .. "%/;> , .-/' iffff�f F'�f6� 6mll VISQUEEN VAPOR �A . 7 : i ' q 4 : i C3 : ' iff,,f• f' f/j// ..r' BARRIER MEMBRANE _ BARRIER MEMBRANE f .f�!,,,..:; ,. ...,:...:'_'. :.....::" iiia.' r . r /i ;<< .. /::. _ f HOT -MOP FLUID /ii/ ~' HOT MOP FLUID N N AAAA .,�..' .��,��,. ' •.. • ..:4- ' ' ' 1 1 .. ,,,..................................,.::..:.::........................... 'a""., -"s. ,. Y,'. 'i"''i AAAA `!r a ..r' .. "y"^. ;-- �•�. `:'m-. `5-•.. . . _ ^ :'�-! :+r'p.. . � +. �+;;.} . �. , ;Asx'; :�:.. - } APPLIED ASPHALTIC ... , .., .'...' .. ......:.:..... _ ... I, ...' ..'. I....'.•'• : , ...: APPLIED ASPHALTIC 1 iC%b Iii Irt > L__ 9 WATERPROOF MEMBRANE --J L__J WATERPROOF MEMBRANE 18"X18" SUMP PUMP, 18"X18" SUMP PUMP, EACH ELEVATOR SIDE EACH ELEVATOR SIDE ELEVATOR DATA: SCHINDLER 3300 MRT SCALE: NOT TO SCALE 1 21 1 ELEVATOR SECTION SCALE: 1/4"=1'-0" 1 01 1; 5I� ARCHITECTURE - ENGINEERING- INTMIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com OCapyriad 2017 Elb Uillam I.I.C. at ne Rellrved. CONSULTANT PROJECT A `W l ' CA IIIIIIIIIIIIIIII l*ti i� I- Z ��c" i 0 r~)0<0 LU 0 Q I4 �M0U) ** gado Z F- F*4oLLU 4 LOQ IIIIIIIIIIIIIIII (1) 04 ll� 0 z H 0 Q P U II W W 0 06 Z J Q J_ �_ ILL M 0 Andrew Sechler, PA AR0016658 (FL) REVISIONS: # I DATE I DESCRIPiION 03/31117 1 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 303 Elite Universal Job No. 08009 I;iN ARCHITECTURE-ENGNEER'- G-I�NTERRIIORS. 1336 Hawthome Cove Drive Ocoee,FL 34761 407.325.3550 www.eliteuniversalarchitects.com O CopFt 2018 Eve LWAM ' U.C. AI " hIs ft r d. CONSULTANT PROJECT A W H � FIRESTONE FASTENER OD STANDING SEAM METAL � � Q O 0. r , w W oOQ r�rT, m J u) Q LL LU �z0 8" O.C. MAX. M••I o LL U ROOF ON (2) LAYERS NO.30 C � L0 < a ASPHALT FELT PAPER, WITH RIDGE/HIP CAP MODIFIED J -CHANNEL. STANDING SEAM METAL ROOF 5/8" PLYWOOD SHEATHING. PREMANUFTR'D WOOD ELEVS SEE / ZEE CLOSURE SET IN 3/16" TURN UP LEG AND SEAL FIRESTONE FASTENERS (TYP.) STANDING SEAM METAL ROOF ON ( 2 30 ASPHALT LAYERS N0 ) . SET PANEL IN CONT. BEAD OF SEALANT ON (2) LAYERS NO.30 ASPHALT FELT PAPER, WITH 5/8" PLYWOOD'SHEATHING. x 7/8" (4.8 mm x 63.5 mm) FELT PAPER, WITH TRUSSES / � DOUBLE BEADED BUTYL w/ URETHANE SEALANT PLYWOOD SHEATHINNG.G. P.TRAKE FLASHING @ 24" O.C. MAX. - SEE / TAPE, FILL SPACE STRUCTURAL / BETWEEN STANDING SEAM METAL ROOF EAVE STARTER FLASHING / . / ZEE & PANEL SEAM w/ „ URETHANE SEALANT ON (2) LAYERS NO.30 ASPHALT FELT PAPER, WITH 5/8" PLYWOOD SHEATHING.8 NO.30 ASPHALT FELT PAPER I R-30 BAT INSULATION AT KEEPER STRIP BOTTOM CHORD OF TRUSSES �- . � REE (3) CONT. BEADS OF Y" DIA. SEALANT PREMANUTR'D WOOD TRUSSES' THREE (3) CONT. BEADS @ 24" O.C. MAX. - SEE CONT. STARTER STRIP SET ` STRUCTURAL FIRESTONE FASTENERS (TYP.) IN 3/16"X7/8" BUM TAPE P.T. 2X12 FASCIA W/ METAL,`- TRUSS BEARING FASCIA WRAP SEE SECTIONS = " PREMANUFTR'D WOOD PREMANUFTR'D WOOD PERFORATED METAL 6" ALUMINUM GUTTERS TRUSSES TRUSSES SOFFIT SEE STRUCTURAL FOR GABLE P.T. 1X_ FASCIA W/ METAL --_ - --- - 4 R-30 BAT INSULATION AT @ 24" O.C. MAX. - SEE R-30 BAT INSULATION AT @ 24" O.C. MAX. - SEE FYPON PREMANUFACTURED ; • END WALL FRAMING •" FASCIA WRAP u -_-_--- _ _ BOTTOM CHORD OF TRUSSES STRUCTURAL BOTTOM CHORD OF TRUSSES STRUCTURAL PEDIMENT SUNBURT R PERFORATED METAL '' ar SOFFIT ----- d ------- 7/8" STUCCO ON PAPER FYPON PREMANUFACTURED BACKED METAL LATH KICKERS 2'-11" 8" C.M.U. WALL - 5/8" PLYWOOD SHEATHING SEE STRUCTURAL GUTTER DETAIL SCALE: 1 1/2"=1'-0" 16 HIP/RIDGE DETAIL SCALE:1 1/2"=1'-0" 12 VALLEY DETAIL SCALE:1 1/2"=1'-0" 08 GABLE END DETAIL SCALE:1 1/2"=1'-0" 04 ALUMINUM COPING W/ CONT. 7/8" STUCCO ON PAPER CLEAT ON P.T. 2X NAILER. BACKED METAL LATH -_ CONT. BEAD OF SEALANT SEALANT EA. SIDE 8" C.M.U. WALL - _- vt Yf T PRE -MOLDED PIPE T.O. WALL 17'-8" A.F.F. SEE STRUCTURAL FLASHING WITH ALUMINUM BASE STAINLESS STEEL CLAMPING RING >"==<A <A - ¢<- f--=<-= i' - ;+ ;" �f _ STAINLESS STEEL 5/8" PLYWOOD SHEATHING. COUNTER FLASHING (FRY - --_44-;_ + : k- �_- REGLET ST STUCCO REGLET B.O.D. STANDING SEAM METAL STANDING SEAM METAL - -' -;. --;-TI- `-= `_ `_--- ROOF ON (2) LAYERS NO.30 ROOF ON (2) LAYERS NO.30 �- CONT. BED OF SEALANT ASPHALT FELT PAPER, WITH ASPHALT FELT PAPER, WITH 5/8" PLYWOOD SHEATHING. 5/8 PLYWOOD SHEATHING. \ // CAULKING SEALANT, CONTINUOUS, TYPICAL SIDEWALL FLASHING PREMANUFTR'D WOOD TRUSSES @ 24" O.C. MAX. -SEE STANDING SEAM METAL ROOF ON 2 LAYERS NO.30 O ----------=--- -- -------:--;- " + --;- -----------------_---- FIRESTONE GASKETED FASTENER 3" O.C. MAX. (DO / / STRUCTURAL RUN ROOF MEMBRANE VERT. ASPHALT FELT PAPER, WITH NOT PENETRATE SUBSTRATE ) UP PARAPET WALL AND 5/8" PLYWOOD SHEATHING. `' ' ` {:-;- '' { ' / UNDER COPING CAP --- , ; .. + *?--;. -------------------- %" PLYWOOD SHEATHING ON r- ----;-? -_--}-'- ' - ,-' -'` r v:- ---- v- v -=.----- -4 -' -'.}-- - - - -- ----- PREMANUFTR'D WOOD TRUSSES 2X6 2X6 WOOD STUDS y ' @ 24" O.C. MAX. - SEE FIELD TRIM PANEL AND p INSERT INTO MODIFIED J -CHANNEL PIPE PENETRATION + --- MODIFIED J -CHANNEL ,`..., -_..-.. ,`-.........4.. CONT. BED OF SEALANT --------.._ ------------- �.... <--:-:---.:--<:-->-:-- .. .--.--- __---_--.------ SPRAY APPLIED FOAMED IN PREMANUFTR'D WOOD PLACE INSULATION TRUSSES @ 24" OCMAX. SEE STRUCTURAL HEADWALL DETAIL SCALE: 3"=1'-0" 15 SIDEWALL FLASHING DETAIL SCALE: 3"=1'-0" 11 PENETRATION WITH PIPE FLASHING SCALE: 3"=1'-0" 07 EAVE DETAIL SCALE:1 1/2"=1'-0" 03 PLYWOOD SHEATHING ON PREMANUFTR'D WOOD 2X6 WOOD STUDS TRUSSES @ 24" O.C. MAX. - SEE BONDING ADHESIVE STRUCTURAL COUNTER FLASHING SIMPSON XXX CONNECTOR TYP. EA. TRUSS - SEE STRUCTURAL BASE FLASHING SINGLE PLY MEMBRANE ROOFING SYSTEM P.T.2X WOOD NAILERS. GASKETED FASTENERS. P.T. 2X4 WOOD BLOCKING AND STEEL PIPE OR VENT PIPE CONT. SEALANT STAINLESS STEEL CLAMPING RING PRECAST CON. CAP - ALIGN W/ TOP OF METAL COPING HOT AIR WELD NAILERS \ METAL COUNTERFLASHING-. r T.O.WALL .. SINGLE PLY MEMBRANE BONDING ADHESIVE FLASHING 1T-8" A.F.F. 3/4" PLYWOOD SHEATHING. -;;:- :: I +-• : +: ; <.-r; : <. :, : • , •:: • <: -; COUNTER FLASHING BONDING ADHESIVE 7/8" STUCCO ON PAPER ° BACKED METAL LATH ° <;- --; BASE FLASHING INSULATED FACTORY FINISHED 7/8" STUCCO ON PAPER - -- -- - --=----y:--- - --_--__;-__ -.;---;+__T+-- .:_ :,. ;,. , METAL CURB HOT AIR WELD YW �8" PL OOD SHEATHING ON BACKED METAL LATH TRU TRUSS BEARING HOT AIR WELD. PLATE AND 2X6 WOOD STUDS A.F.F. SINGLE PLY MEMBRANE FASTEFASTENING NERS SPACE PER MFG PLYWOOD SHEATHING ON SINGLE PLY ROOF MEMBRANE. ROOFING SYSTEM REQUIREMENTS 2X 2X6 WOOD STUDS 0.60mil TPO SINGLE PLY, FULLY BASE FLASHING ADHERED, HEAT WELDED WITH t MECHANICAL ROOF ° COUNTER FLASHING AT ALL HOT AIR WELD ROOF TERRACE CORNERS/ENDS 221 -....... ---- BATT INSULATION \' r BAT INSULATION APPLIED- 1/2" DENS -DECK VERB CO OARD r .. \ r '-+- -:-f- +'-- -+-?- i-}- _ -i-'.•-^ -f I- -Y'- —� : 'l + -- h-}- -+-'.-- -� t- - -+ r- -+ t- -i-*- -i-?— - • -' +- -' �'— ' *- -i� l -'-i-?- -i-Y- -+-* WITHIN FLOOR TR V USS CA CAVITY PREMANUFTR D WOOD " TRUSSES @ 24 O.C. MAX. - SEE STRUCTURAL $ :+ + :+ TAPERED INSULATION - - ,.- ,; :;: ; .. �: :: :: ;: ~.:. ;- - r.-__:- ;.:-: +..t-_--- - -: -: : . -. : <. r • + ; " :f +--;-+-- . k }=: 3/4 PLYWOOD SHEATHING. - - J:-�,,;, ,,,, ;;, -:. :. :. .:.:.:. • < }- - - - : ;,;,,-,-,-,-:.:.• II T ..T } :+ + _ + - - : _- : 4 -{ : +} k ## T :-r:. r.:- r:-,_:-:..:..: . '4 + + <: • . • . • .. . 09 J BEAD Wl CONT SELANT • , ' -: =f =' { { •:+ :- :- :-' -:--y' .-•,f.�y. E -SEE FINISH ........ 4... ...... .- !... .. ... ....:....:.. .. ... :.:. . .< , ....: :. .:...q.:. -j Y Vii. * :} Yi.--�-44-� j -:- :1. SCHEDULE METAL COUNTERFLASHING I WALL FLASHING BONDING ADHESIVE PATIO FIN. FLOOR " BASE FLASHING DETAIL SCALE: 3"=1'-0" 14 EQUIPMENT CURB DETAIL SCALE: 3"=1'-0" 10 ROOF PENETRATION DETAIL SCALE: 3"=1'-0" 06 . 7/8" STUCCO ON PAPER 1 i l FIELD TAPER SUMP TO PROVIDEBACKED METAL LATH BASE FLASHING I 4! SMOOTH TRANSITION AS REQ'D. - METAL COUNTER FLASHING HOT AIR WELD COMBINATION ROOF SINGLE PLY NON -REINFORCED EQ. TO FRY REGLET ST I fiil 518" GYPCRETE TOP I /OVERFLOW DRAIN WITH MEMBRANE FLASHING STUCCO REGLET .- WATERPROOFING M M RANE CLAMPING RING AND LEAF FASTENERS AND STRESS BASKET PLATES 12" O.C. AROUND SUMP 3/4" PLYWOOD SHEA HI G. I I- I,< '{ + '} +T. HOT AIR WELD is TERMINATION BAR @ 5'-0" O.C. TRUSS BEARING CONT. SEALANT SINGLE PLY ROOFING t 1/2" DENS -DECK COVERBOARD MEMBRANE iI ' WALL FLASHING REMA TR'D D TRUSSE @24-0. - COPING CAP ------ -------- - : ' EE ST TURA Ij BONDING ADHESIVE 3/4" PLYWOOD SHEATHING. ... ,. -.. • ; .. }: { {: + + :{ •T Y BASE FLASHING AT INSULATION APPLIED IN F _OOR TRUSS CAVITY SPACE O CORNER CONFIGURATION i 1 HOT AIR WELD PREMANUFTR'D WOOD NSDECK ROOF i RUS S SHEA HING --- SLOPE i" DENSDECK ROOF " 24 OS BAT INSULATION APPLIED IN TAPERED INSULATION ; SHEATHING UCTUSE FLOOR TRUSS CAVITY SPACE 3/4" P Y WOOD ROOF SHEA HING - SEE STRUCTURAL .O. TE L / 2X P.T. WOOD BLOCKING " 12'-95/ "A.F.F. MIN. 2" WIDE SIDE TABS TO BE EXTEND ROOFING ---------------------- . CONTINUOUS CLEAT 6" LAP LAPPED BY COPING FACIA AS SHOWN �� � � � � � �'-�� �• C -'"-' MEMBRANE 1 Y2" (MIN. ) INSIDE OF CLAMPING RING PREMANUFTR'D WOOD ------------------------- } ;+ ;<; ;t ;* - >I i +:f f ;? ' '• ' ' : : ; , , , . ..: . • .: .: . , :. :. ,-*}•.--;'-# :- : :+ :.--:-4:- =- -+- -;-4, --4-4.,- ..> Y "?'[- -b :-.-- .:.i .:.p .p..:.p..:.p...4...4.. TAPERED INSULATION STEEL CHANNEL C8X11.5 - SEE STRUCTURAL (WHERE INDICATED) 4» . . : .. :. :. y.: SEALANT , / TRUSSES @ 24" O.C. MAX. - / SEE STRUCTURAL 5/8" PLY WOOD ROOF STEEL BEAM - SEE STRUCTURAL ( BAT INSULATION UNDERSHEATHING BAT INSULATION APPLIED IN FLOOR TRUSSES FLOOR TRUSS CAVITY SPACE PARAPET CAP FABRICATION DETAIL SCALE: NOT TO SCALE 13 COMBINATION ROOF/OVERFLOW DRAIN DETAIL SCALE:1 1/2"=1'-0" 09 ROOF -TO -WALL FLASHING DETAIL SCALE: 3"=1'-0" 05 PATIO/ROOF DETAIL SCALE:1 1/2"=1'4" 01 I;iN ARCHITECTURE-ENGNEER'- G-I�NTERRIIORS. 1336 Hawthome Cove Drive Ocoee,FL 34761 407.325.3550 www.eliteuniversalarchitects.com O CopFt 2018 Eve LWAM ' U.C. AI " hIs ft r d. CONSULTANT PROJECT A W H � Q M � � Q O 0. r , w W oOQ r�rT, m J u) Q LL LU �z0 M••I o LL U M~ � L0 < a ►� J a W I0 IIS 0 0 W SEAL Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 310 Elite Universal Job No. 08009 0000:0- 6" PREFINISHED 7" ALUMINUM GUTTER 6" PREFINISHED ALUMINUM GUTTER 2'-10" HARDIEPLANK SIDING, PRESSURE 2'-7" CAULKED AT BASE AND JOINTS g .C_1.1_ �_.',j_:;, 12" SECONDARY LATICRETE WATERPROOF MEMBRANE 1'A" CONCRETE GROUT MUD BED, RETURN UP WALL 12"1717-771 O VERTICAL OVERY2" PLYWOOD WALL SHEATHING .. v 1"x12" HARDIE BOARD - --€__' v HARDIEPLANKART/SAN TRIM, PRESSURE ARTISAN FASCIA BOARD ° ___ CAULKED AT BASE AND JOINTS PREMANUFACTURED FYPON 2"x4" PRESSURE TREATEDOR CYPRESS KICKERS. 3/" PLYWOOD SHEATHING, COATED FULLY WITH Y" PLYWOOD SHEATHING WITH ATTACHMENT BLOCKING ; 4"x16" HEADER LATICRETE WATERPROOF MEMBRANE. 2 -STAGE 401b FELT PAPER UNDERLAYMENT PREMANUFACTURED FYPON -- ° l FLOOR DRAINS, 1" THICK TO Y2" MIN. CONCRETE -. OR CYPRESS KICKERS. GROUT MUD BED W/ THICKSET TILE PAVERS OVER PRE -FINISHED ALUMINUM GUTTER WITH ATTACHMENT 4"x16" HEADER = STRAPS @ 18-O.C. PREMANUFACTURED FYPON OR CYPRESS KICKERS. TOILET EXHAUST LOUVER 4"x4" DIAGONAL BRACES. _ • •.....•- .... ...:.:..... .... ...... . 3/4 ' - - - PREMANUFACTURED FYPON OR CYPRESS KICKERS. o 4"x4" DIAGONAL BRACES. N u' ---- - v c -------------- ., __- in PREMANUF CTURED FYPON ° OR CYPRESS KICKERS. 3"x12" WALL BRACE DETAILING 2"x6" HARDIE BOARD R� I y" PLYWOOD SOFFIT AND CONTINUOUS ARTISAN TRIM BOARD I VENTED VINYL SOFFIT 11 4" 31/2' 4" -11/4" PLYWOOD SHEATHING AND TYVEK I :: PREMANUFACTURED FYPON A 7ACHM BUILDING PAPER. CAULK OPEN JOINTS. NT COVER PEG PRIME AND PAINT. OR CYPRESS KICKERS. 3"x12" WALL BRACE DETAILING i O 1 HR. CEILING ASSEMBLY. U.L.: L521. �., SKIM COAT GYPSUM BOARD WITH W1 6x26, REFER TO STRUCTURAL STUCCO SKIMCOAT. PRIME AND PAINT. PRESSURE CAULK CONNECTIONS, CORNERS HARDIE SIDING OVER 74 EXTERIOR 1 4 PLYWOOD SHEATHING AND TYVEK OL BUILDING PAPER. CAULK OPEN JOINTS. BEARING HEIGHT PRIME AND PAINT. 12'-4" AFF 1'-2" s., 2"x6" HARDIE BOARD ARTISAN TRIM BOARD SCALE: 1"=V-0" 26 ARCHITECTURAL KICKER DETAIL SCALE: 1"=V-0" 18 1 HARDIE ART/SAN TRIM OVER 74" EXTERIOR PLYWOOD SHEATHING AND TYVEK 331 BUILDING PAPER. PRESSURE CAULK JOINTS. PRIME AND PAINT. 2"x4" PRESSURE TREATED WOOD NAILERS, 48" VERTICAL MAXIMUM SPACING. BOLT TO STEEL COLUMN WITH 8" STAINLESS STEEL BOLTS, COUNTERSUNK HEAD & NUT. SCREW CORNERS TOGETHER W1 6x26, REFER TO STRUCTURAL WITH 3"x6" GALVANIZED SCREWS HARDIE SIDING OVER %" EXTERIOR PLYWOOD SHEATHING AND TYVEK BUILDING PAPER. CAULK OPEN JOINTS. PRIME AND PAINT. N O FULLY CAULK ALL JOINTS AT PORCH AREA. CORNERS, AND JOINING OF 1'-1314" DIS-SIMLIAR MATERIALS 1 " COLUMN TRIM N 4'-3" AFF ----- 2"x4" PRESSURE TREATED WOOD NAILERS, 1 " 48" VERTICAL MAXIMUM SPACING. BOLT TO STEEL COLUMN WITH %" STAINLESS STEEL BOLTS, COUNTERSUNK HEAD & NUT. SCREW CORNERS TOGETHER WITH 3"x3/6" GALVANIZED SCREWS M 111/2" 6' HARDIE ARTISAN TRIM OVER Y4" EXTERIOR PLYWOOD SHEATHING AND TYVEK BUILDING PAPER. PRESSURE CAULK JOINTS. 1'-13/4" PRIME AND PAINT. BACKERROD AND SEALANT 1 " is `a FINISH SLAB 0'-0" AFF III � III .'-' � III � ) IIIIIIIII) lI III III- '-III 1III--IIIIIII I' I- BACKERROD AND SEALANT -�— IIIIII) III III) �- BACKERROD AND SEALANT - � , IIIIII--III IIIIIIIII-III IIIA I I I III III ( =IIIIII III CONCRETE SLAB AND FOOTER, REFER 95% COMPACTED SOIL, CODE REQUIRED IIII TO STRUCTURAL DESIGN FOR DETAILS PEST CONTROL TREATMENT WALL SECTION SCALE: 1/2"=1'-0" 16 COLUMN SECTION DETAIL SCALE: 1"=1'-0" 01 I;i IV6i181AL ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 C"pAhl 2017 Elk U memM, U.C. NI RiyH" R"""v"d. CONSULTANT PROJECT A U) W Z (.90 Z ti ti V1 Lu J_ �QM� �0 0 LL m Luo Q rrTT .. Q LL- LL ►� Z 0_ H0LL Lo za Andrew Secular, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 06119117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: JUNE 19, 2017 SHEET: A 311 Elite Universal Job No. 08009 U) Z (.90 Z U Lu J_ U) J m J Andrew Secular, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 06119117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: JUNE 19, 2017 SHEET: A 311 Elite Universal Job No. 08009 a O 8A RAISED BORDER _ 3'-4" VERIFY DI 2" HIGH RAISED 1h FIELD FLOOR LEVEL AVOID CONFIL CT GRAPHICS ITH DOOF r_On 1 �_On + �� A n 1" HIGH RAISED 14 $ LEVEL 2 LEVEL CHARACTERS (TYP) •• RADE 2 BRAILLE (TYP) STAIR1 STAIR #2 -.#•• 1" HIGH RAISED 1'-0" (TYP.) 3" NO ROOF ACCESS IS NO ROOF ACCESS IS CHARACTERS (TYP) AVAILABLE FROM AVAILABLE FROM THIS STAIR. THIS STAIR. %" HIGH RAISED DOOR AS 9 +i ,�� .............-...,,..,.. SCHEDULED LL CHARACTERS(TYP) DOOR THRESHOLD `� Q EXIT EXIT AS SCHEDULED _ 3 SCHEDULED FLOOR COVERING _ •,,. 0 0 i i = iA RADE 2 BRAILLE (TYP) V N CCONCRETE STAIR 12 I STAIR TOWER #1 STAIR TOWER #2 9 SCHEDULED NOSING LIGHT S� LEVELS � 5A, SA, 7 DMU n,17a 14 AM ROOFTOP LEE "1�2A aA�A4 SA• Sk 7 THRU 17,17A,AND 1e 2 C:) _ NOTE: 1. ALL COPY AND GRAPHICS SHALL ....................................................... El BE RAISED Y2" t 11 16 3 2. LETTERFORM SHALL BE L�j ti o SANS SERIF ISED BORDER "' 12 i N 2" HIGH RAISED M 0 G « w o � EXIT CHARACTERS 13 5 4 2 2 Q GRADE 2 BRAILLE _ (TYP) ANGLE AT SIM. 15 16LO 5 4 15 1 sk NOTE: 1. ALL COPY AND GRAPHICS SHALL w 15 SCHEDULED FLOOR COVERING o a BE RAISED Y32" w � 2. LETTERFORM SHALL BE 11" 1'-0" SANS SERIF STAIR LANDING AT DOOR SCALE: 1"=1'-0" 16 STAIR AT MID -LANDING SCALE—:1-9=1'-0'716 STAIR AT LANDING SCALE: 1"=1'-0" 16 8 9 7 U, L' J $ 3 ROOF HATCH IN OPENED 9 o POSITION W o iY o 3 8 o (3� ROOF HATCH IN = C' CLOSED POSITION o Lu W M W &1TREA�DETAIL 9 o cD c, o 0o ZWC1I w z24" 17 ¢ I ¢ LADDER WIDTH 6" X 2" X 1/8" / � C) v ALUM. EXTRUDED / 6" LADDER STRINGER j 10 0 T ALUM. EXTRUDED / 1.666"? ALUM. SERRATED TREAD PIPE SCHEDULE— / 1 2" X 6" X 1/8" 40 HANDRAIL #12 X 1 1/4" S.S. H.H.S.M. / N ALUM. EXTRUDED TYP. RUNG CONNECTION / 8 "' `" CHANNEL LADDER 1 TO STRINGER 2 STRINGERSi N lO 1 V ITH'NUT AND H.H.M.B.� i 13 0 LOCK WASHER 4" X 1 1/4` ALUM. 2 PER BRACKET � % 4 SERRATED TREAD iv = i 1.666"? ALUM. PIPE 4 1/8" 5 1 F- (SCHEDULE 40) Q = HANDRAIL &POST / 2 j4 X 2" X 3/16" o ALUM. FLAT BAR w PIPE FLANGE / 2" X 6"X 1/8" ALUM. EXTRUDED CHANNEL DETAIL AT GUARDRAIL SCALE: 1"=1'4" 16 GUARDRAIL AT STAIR SCALE: 1"=1'-0" 16 HANDRAIL DETAIL AT WALL SCALE: 1"=1'-0" 16 SAFETY LADDER STRINGERS END CAP / / 6" X 2" X 1/8" ALUMS / EXTRUDED LADDER 8 9 STEEL PLATE IN / / �4* B STRINGER ALLOY 6063-T5 / PARTITION BEYOND 60? 60 / / ' Wp. / VARIES / -- 2 POST DETAIL FRONT ELEVATION SIDE ELEVATION a 3" = 1' - 0' 4N.T.S. N.T.S. " to ro ROOF STAIR DETAIL o PIPE BRACKET T W/ FLANGE 7 11/2' DIA. O 2" DEEP CONCRETE FILLED TREAD PANS OF 12 GUAGE STEEL, O BENT PLATE, REFER TO STRUCTURAL DRAWINGS. PAINT. STEEL PIPE WELDED TO I 114"x 1 1/4"x 1/8"CLIP ANGLES. CONCRETE TO RECEIVE A LIGHT PTD. BROOM FINISH. ALL STAIR FRAMING INCLUDING STRINGERS, RISERS, RAILS, AND LANDING FRAMING 18 3 _ O 2" DEEP CONCRETE PRE -FORMED CONCRETE TREADS, O FASTENED TO 2"x3"x1/4" ANGLES. CONCRETE TO RECEIVE A LIGHT SHALL BE PRIMED AND FINISH PAINTED. COLOR AS SELECTED BY OWNER. 9 " CLE - d BROOM FINISH. (CENTURY GROUP). �y GUARDRAIL DESIGN TO NOT ALLOW A 4" SPHERE TO PASS 12 ^ I NTHROUGH IT. OSTEEL STRINGER W/ 3116" CLOSURE PLATE AT EXPOSED ENDS, SEE STRUCTURAL. PAINT. O ATTACH LANDING FRAMING/STAIR STRINGER TO CMU WALL W/ 3 8 ALL PICKETS TO BE 1/2"x 112 " SQUARE TUBE SPACED ANCHORS PERS RUWALL, 16 O EQUALLY AT A MAXIMUM 4 1/4 " O.C. PAINT. RETURN O LANDING PANS TO BE 3"DEEP CONCRETE FILLED 12 O STEEL. CONCRETE TO RECEIVE A LIGHT BROOM FINISH. GUAGE OABRASIVE NOSING 3" WIDE X THICK PERGRIr SAFETY TREADS FOR CONCKLILSIA AND STEELL PAN. RE:E: SPECIFICATIONS OLANDING FRAMING REFER TO STRUCTURAL. PAINT. 15 4 5 8 O 3/16"STEEL END PLATE. PAINT. O8" LONG 4"x 4'x %" CLIP ANGLE WELDED TO STRINGER AND 2 CONNECTED TO SLAB W/Y2i" DIA. EXPANSION BOLTS. (ASTM A-307) O 3/16 " STEEL PLATE TO CONNECT TWO STRINGERS AT LANDINGS (TYP.). PAINT. 1 O 11/2 " O.D. PIPE HANDRAIL MOUNTED TO WALL WITH STEEL MOUNTING FLANGES, AS REGUIRED, WELDED TO PIPE AND BOLTED TO WALL. PAINT. O %" DIA. STEEL PIPE WELDED TO HANDRAIL AND POST. QUANTITYAND 15 10" 11" SPACING AS REQUIRED FOR DESIGN LOADS, SEE SPECIFICATIONS. i (TYP.) 1 1/2 " O.D. PIPE RAIL. PAINT. O O RAILING POSTS TO BE PIED WELDED TO STRINGERS 1" NOSING O 1 1/2"O.D. PIPE POST. PAINT. 4 HANDRAIL DETAIL SCALE: 1"=1'-0" 21 HANDRAIL DETAIL AT LANDING SCALE: 1"=1'-0" 16 HANDRAIL REINFORCEMENT SCALE: 1"=1'4' 10 KEYNOTES SCALE: 1/2"=1'-0" 01 I;- & ARCHITECTURE - ENGNEERING- INTMIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchL�ct.com O C"pyrgM 2016 ENd UnireMK LLC. AbFUltift Homed. CONSULTANT PROJECT A v J J Q r^W l U W J � h�a`''� Q ��aLL W 0 ui W Q �QLLLL 0 �ac0 �_ �ZO Q M�1 oLL U C0 a PE, ►I SEAL Andrew Sechier, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 312 Elite Universal Job No. 06009 v J J Q U w � J H � ui O 0 �_ z Q Q J J U ►I SEAL Andrew Sechier, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 312 Elite Universal Job No. 06009 16/A400 6", R-30 SOUND ATTENUATING AND CLEARATHANE COATING. STRUCTURE. STAINED 8e CLEARATHANE AND CLEARATHANE COATING. INTERIOR SECTION THRU DINING / MAIN ROOM SCALE: 1/4"=1'-0" 1 04 20ga. METAL AR TUD 30 SONDIATTENUAT ATTENUATING BAT INSULATION 20ga. METAL STUD BRACING, 48" OC SOUND ATTENUATING 16/A400 1 6", R-30 SOUND ATTENUATING BAT INSULATION -I I BAT INSULATION EXERCISE RQOM 107 Y" FIRECODE'C' USGs Rv -c '. .XtiYkY.kY k>�;�zkl ,XY�,k.I.XYakXYx 3`X kkY`k�.k k x . GYPSUM CEILING, PAINTED 20ga.. METAL STUD -BRACING, 48" OC 6 FyXfY�°�tilzY :� ° rtiY.tY YxY:ti jtiXi 6 - --- -- - --- ----------- ---- ----------- L GERSTON ILE — s O Y" DUROC 6 I. P CKET,DOO DRYWAL 6" WOOD CEILING SO ROWN 8e R 1 11OPLAR WO N PA NTED WITH CHAPEL 103 6g STAINED wVOOD PANEI L1 ITH MOULD COVE, WM100 WITH 4" T , PANTED WOOD B DIE ' , PAINTED. 20ga. METAL STUD BRACING, 48" OC SOUND ATTENUATING 16/A400 1 6", R-30 SOUND ATTENUATING BAT INSULATION -I I BAT INSULATION EXERCISE RQOM 107 Y" FIRECODE'C' USGs Rv -c '. .XtiYkY.kY k>�;�zkl ,XY�,k.I.XYakXYx 3`X kkY`k�.k k x . GYPSUM CEILING, PAINTED 20ga.. METAL STUD -BRACING, 48" OC 6 FyXfY�°�tilzY :� ° rtiY.tY YxY:ti jtiXi 6 - --- -- - --- ----------- ---- ----------- L GERSTON ILE — s O Y" DUROC 6 I. P CKET,DOO ASSEMBLY 2" 1 11OPLAR WO D MANTLE, PA NTED WITH TRIM. 6g 1" VVOOD SILL, COVE, WM100 WITH 4" T , PANTED LEDGERSTONE TILE ON Y2" DUROCK. 16ga. WALL REINFRC'G ACTIVITY ROOM ' 108 " IRE RETARE kNT TREATE PIL NAI.-REINFORC14GATIVAR 02/A400 LEDGERSTONE TILE ' ON Y2" DUROCK. L Y2" FIRE I ZETARI WALL EINFOR 7"��B 4" WOO PAINTED WINDOW7RIM, T TREATE PLYWOOD G AT TV A ,TYPICAL JLLJ BAT INSULATION T 6g 2cm SOL BARTOP SURFACE ' 2Y" WOOD CHAIR RAI L, PAINTED COVE, WM100 FI POP WALL T WOOD B DIE ' , PAINTED. ED PLYWOOD IA RE INFORCING AT LEDGERSTONE TILE ' ON Y2" DUROCK. L Y2" FIRE I ZETARI WALL EINFOR SCALE: 1/4"=1'-0" 1 12 Yz" FIRECODE'C' / USG GYPSUM CEILING, PAINTED 7 %" PLYWOOD LOQ RDI CK e PR ANUF OD R TRU S N ' DINING VI WIND S WITH PRIVATE ROOM %" ULAT ROOM 157 LO - GLAS BRACING 7"��B OUDING, STAINED 7" T TREATE PLYWOOD G AT TV A ,TYPICAL JLLJ BAT INSULATION SCALE: 1/4"=1'-0" 1 12 Yz" FIRECODE'C' / USG GYPSUM CEILING, PAINTED 7 %" PLYWOOD LOQ RDI CK e PR ANUF OD R TRU S N ' DINING VI WIND S WITH PRIVATE ROOM %" ULAT ROOM 157 LO - GLAS BRACING STAINEp WPOD PANELING WITH MOULDING 4"UZ5I1 8" V Y" FIRECODE'C' USG GYPSUM CL'G, PAINTED LEDGERSTONE TILE ON Y" DUROCK. Y2" METAL REVEAL, 2 "BLACK", t 0 -v 2" STONE HONED FI LEDGERS E TILE ON Y" DU K. 041 MILLWORK B TH, LO 2Y OOD C Allifl • ----- PAINTED --n r er e� USG DRYWALL,' e . _ p M PAINTED T'- _ MIL LWORK�BOOTH, UPHOLSTER�.' . cn M t Y 1 1"x6" WOOD'S Y; 6" WOOD BASE, PAINTED BASEBOARD 1" WOOD WINDOW SILL, 4" WOOD TRIM PAINTED - CD Y J DINING ROOM / THEATER INTERIOR ELEVATION SCALE: 1/4"=1'-0" 10 THEATER/ DINING WALL DETAIL SCALE: 3/4"=1'-0" 02 Y2" FIRE RETARDANT TREATED PLYWOOD 04/A400 1O/A400 COVE LIGHTING 10/A400 04/A400 DRYWALL SOFFIT WITH WOOD PREMANUFACTURED FLOOR TRUSSES WALL REINFORCING AT TV AREA, TYPICAL DETAILING AND MOULDING PREMANUFACTURED FLOOR TRUSSES YZ" F G, PAINTED \ 1 DRYWALL SOFFIT, PAINTED 7 7 6" CROWN MOULDING SOUND 77/f— BAT INSULATION TING Y2" FIRECODE C! USG GYPSUM CEILING. PAINTED 1 1 USG GYPSUM CEILING, PAINTED � � WM614, STAINED 20ga.8"METAL STUD :' Ix`j.hk Y:tiY`1.x_ttijlc. v �a 9" FLOORING, 16" OC. - v v s e ~ x s t7t a ri / FIRE RETARDANT TREATEDxs Mx�''x x4 " iYk�x 5.c,.y!.tY_'Lx aY k - - - '7 �'t'Y�:.. "��i ° Y „r xX�, 'k`�YY ?t PLYWOOD FLOORDECK r< - - --- - �' MEZZ m MEZZ :_. r -- 2 HR. RATED CEILING, Y> - - >< - ANSI NER 258 SYSTEM G,H 8 r 4" WOOD TRIM, .. � .. STAINED e d. COVE, WM100 - '- x U419 1-HR..FIRE r 0. 8" USG DRYWALL, THEATER RAZED WALL: PAINTED o . • .., .....':... 155 '. 2" RIGID WALL f ULATION WITH MTL'Z' FU RING STRIPS r 0 AND % USG DR ALL ELECTRICAL' MARKETING. o ' : oo a a, ROOM a OFFtICE co HVAC - - =- 20 MIN. RATED R 4" V NYL ASE M co y K -— - x c c = 1 •l 4" WOOD CHAIR RAIL, STAINED FA :,• ...y: STAINED WOOD PANELING 1" WOOD TRIM, STAINED • STAINED WOOD PANELING METAL GATE ACCESS TO MEZZANINE • WITH MOULDINGfi. x ; a;,;;�, ;`' WITH MOULDING T"._ •. 6 WOOD BASE, METAL LADDER ACCESS TO MEZZANINE ..r, ;,,,.. _;:• .. DRYWALL, PAINTED; `-'`••"'`'' ALT: SOUND ATTENUATING WALLPAPER STAINED CARPETDRYWALL WALL WITH WOOD 42" HIGH CHAIN LINK FENCE AT MEZZANINE 6" WOOD BASE, STAINED DETAILING AND MOULDING MARKETING ROOM / THEATER INTERIOR ELEVATION SCALE: 1/4"=1'-0" 16 THEATER /STORAGE ROOM DETAIL SCALE: 114"=1'-0" 01 1;4 &YONIAL ARCHITECTURE - ENGINEEWNG- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O Copflt 2D17 Eb L4ar" .LLC. a ' h R"ea"d. CONSULTANT PROJECT J LL 0 Lu W Lu 0 �z z Q r J Z W 0 W Q W W SEMI 1 11 1 Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS — CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 400 Elite Universal Job No. 08009 SOUND ATTENUATING 7" RC WN MOULDING BAT INSULATION T 6g R. W kLL REINFRC'G — COVE, WM100 FI E RETARDANT ..j`„„ ED PLYWOOD IA RE INFORCING AT COVE LIGHTING Y t SO JNE ATTENUATING 6” CROWN MOUL WM614, STAINED . 1 • iv TAINED WOOD _ WALL TRIM STAINEp WPOD PANELING WITH MOULDING 4"UZ5I1 8" V Y" FIRECODE'C' USG GYPSUM CL'G, PAINTED LEDGERSTONE TILE ON Y" DUROCK. Y2" METAL REVEAL, 2 "BLACK", t 0 -v 2" STONE HONED FI LEDGERS E TILE ON Y" DU K. 041 MILLWORK B TH, LO 2Y OOD C Allifl • ----- PAINTED --n r er e� USG DRYWALL,' e . _ p M PAINTED T'- _ MIL LWORK�BOOTH, UPHOLSTER�.' . cn M t Y 1 1"x6" WOOD'S Y; 6" WOOD BASE, PAINTED BASEBOARD 1" WOOD WINDOW SILL, 4" WOOD TRIM PAINTED - CD Y J DINING ROOM / THEATER INTERIOR ELEVATION SCALE: 1/4"=1'-0" 10 THEATER/ DINING WALL DETAIL SCALE: 3/4"=1'-0" 02 Y2" FIRE RETARDANT TREATED PLYWOOD 04/A400 1O/A400 COVE LIGHTING 10/A400 04/A400 DRYWALL SOFFIT WITH WOOD PREMANUFACTURED FLOOR TRUSSES WALL REINFORCING AT TV AREA, TYPICAL DETAILING AND MOULDING PREMANUFACTURED FLOOR TRUSSES YZ" F G, PAINTED \ 1 DRYWALL SOFFIT, PAINTED 7 7 6" CROWN MOULDING SOUND 77/f— BAT INSULATION TING Y2" FIRECODE C! USG GYPSUM CEILING. PAINTED 1 1 USG GYPSUM CEILING, PAINTED � � WM614, STAINED 20ga.8"METAL STUD :' Ix`j.hk Y:tiY`1.x_ttijlc. v �a 9" FLOORING, 16" OC. - v v s e ~ x s t7t a ri / FIRE RETARDANT TREATEDxs Mx�''x x4 " iYk�x 5.c,.y!.tY_'Lx aY k - - - '7 �'t'Y�:.. "��i ° Y „r xX�, 'k`�YY ?t PLYWOOD FLOORDECK r< - - --- - �' MEZZ m MEZZ :_. r -- 2 HR. RATED CEILING, Y> - - >< - ANSI NER 258 SYSTEM G,H 8 r 4" WOOD TRIM, .. � .. STAINED e d. COVE, WM100 - '- x U419 1-HR..FIRE r 0. 8" USG DRYWALL, THEATER RAZED WALL: PAINTED o . • .., .....':... 155 '. 2" RIGID WALL f ULATION WITH MTL'Z' FU RING STRIPS r 0 AND % USG DR ALL ELECTRICAL' MARKETING. o ' : oo a a, ROOM a OFFtICE co HVAC - - =- 20 MIN. RATED R 4" V NYL ASE M co y K -— - x c c = 1 •l 4" WOOD CHAIR RAIL, STAINED FA :,• ...y: STAINED WOOD PANELING 1" WOOD TRIM, STAINED • STAINED WOOD PANELING METAL GATE ACCESS TO MEZZANINE • WITH MOULDINGfi. x ; a;,;;�, ;`' WITH MOULDING T"._ •. 6 WOOD BASE, METAL LADDER ACCESS TO MEZZANINE ..r, ;,,,.. _;:• .. DRYWALL, PAINTED; `-'`••"'`'' ALT: SOUND ATTENUATING WALLPAPER STAINED CARPETDRYWALL WALL WITH WOOD 42" HIGH CHAIN LINK FENCE AT MEZZANINE 6" WOOD BASE, STAINED DETAILING AND MOULDING MARKETING ROOM / THEATER INTERIOR ELEVATION SCALE: 1/4"=1'-0" 16 THEATER /STORAGE ROOM DETAIL SCALE: 114"=1'-0" 01 1;4 &YONIAL ARCHITECTURE - ENGINEEWNG- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O Copflt 2D17 Eb L4ar" .LLC. a ' h R"ea"d. CONSULTANT PROJECT J LL 0 Lu W Lu 0 �z z Q r J Z W 0 W Q W W SEMI 1 11 1 Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS — CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 400 Elite Universal Job No. 08009 Z-11- 7" RC WN MOULDING LWM47B,STAINED. T 6g R. W kLL REINFRC'G — FI E RETARDANT ED PLYWOOD IA RE INFORCING AT TV kREA, TYPICAL SO JNE ATTENUATING _ B T'INSULATION 1 • 4" TAINED WOOD _ WALL TRIM SG DRYWALL, ON E PEEL FINISH. 7_4" STAINEp WPOD PANELING WITH MOULDING 4"UZ5I1 8" V Y" FIRECODE'C' USG GYPSUM CL'G, PAINTED LEDGERSTONE TILE ON Y" DUROCK. Y2" METAL REVEAL, 2 "BLACK", t 0 -v 2" STONE HONED FI LEDGERS E TILE ON Y" DU K. 041 MILLWORK B TH, LO 2Y OOD C Allifl • ----- PAINTED --n r er e� USG DRYWALL,' e . _ p M PAINTED T'- _ MIL LWORK�BOOTH, UPHOLSTER�.' . cn M t Y 1 1"x6" WOOD'S Y; 6" WOOD BASE, PAINTED BASEBOARD 1" WOOD WINDOW SILL, 4" WOOD TRIM PAINTED - CD Y J DINING ROOM / THEATER INTERIOR ELEVATION SCALE: 1/4"=1'-0" 10 THEATER/ DINING WALL DETAIL SCALE: 3/4"=1'-0" 02 Y2" FIRE RETARDANT TREATED PLYWOOD 04/A400 1O/A400 COVE LIGHTING 10/A400 04/A400 DRYWALL SOFFIT WITH WOOD PREMANUFACTURED FLOOR TRUSSES WALL REINFORCING AT TV AREA, TYPICAL DETAILING AND MOULDING PREMANUFACTURED FLOOR TRUSSES YZ" F G, PAINTED \ 1 DRYWALL SOFFIT, PAINTED 7 7 6" CROWN MOULDING SOUND 77/f— BAT INSULATION TING Y2" FIRECODE C! USG GYPSUM CEILING. PAINTED 1 1 USG GYPSUM CEILING, PAINTED � � WM614, STAINED 20ga.8"METAL STUD :' Ix`j.hk Y:tiY`1.x_ttijlc. v �a 9" FLOORING, 16" OC. - v v s e ~ x s t7t a ri / FIRE RETARDANT TREATEDxs Mx�''x x4 " iYk�x 5.c,.y!.tY_'Lx aY k - - - '7 �'t'Y�:.. "��i ° Y „r xX�, 'k`�YY ?t PLYWOOD FLOORDECK r< - - --- - �' MEZZ m MEZZ :_. r -- 2 HR. RATED CEILING, Y> - - >< - ANSI NER 258 SYSTEM G,H 8 r 4" WOOD TRIM, .. � .. STAINED e d. COVE, WM100 - '- x U419 1-HR..FIRE r 0. 8" USG DRYWALL, THEATER RAZED WALL: PAINTED o . • .., .....':... 155 '. 2" RIGID WALL f ULATION WITH MTL'Z' FU RING STRIPS r 0 AND % USG DR ALL ELECTRICAL' MARKETING. o ' : oo a a, ROOM a OFFtICE co HVAC - - =- 20 MIN. RATED R 4" V NYL ASE M co y K -— - x c c = 1 •l 4" WOOD CHAIR RAIL, STAINED FA :,• ...y: STAINED WOOD PANELING 1" WOOD TRIM, STAINED • STAINED WOOD PANELING METAL GATE ACCESS TO MEZZANINE • WITH MOULDINGfi. x ; a;,;;�, ;`' WITH MOULDING T"._ •. 6 WOOD BASE, METAL LADDER ACCESS TO MEZZANINE ..r, ;,,,.. _;:• .. DRYWALL, PAINTED; `-'`••"'`'' ALT: SOUND ATTENUATING WALLPAPER STAINED CARPETDRYWALL WALL WITH WOOD 42" HIGH CHAIN LINK FENCE AT MEZZANINE 6" WOOD BASE, STAINED DETAILING AND MOULDING MARKETING ROOM / THEATER INTERIOR ELEVATION SCALE: 1/4"=1'-0" 16 THEATER /STORAGE ROOM DETAIL SCALE: 114"=1'-0" 01 1;4 &YONIAL ARCHITECTURE - ENGINEEWNG- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O Copflt 2D17 Eb L4ar" .LLC. a ' h R"ea"d. CONSULTANT PROJECT J LL 0 Lu W Lu 0 �z z Q r J Z W 0 W Q W W SEMI 1 11 1 Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS — CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 400 Elite Universal Job No. 08009 L. SMOOTH PREMANUFACTURED FLOOR TRUSSES 1/2" DUROCK ON 3cm SOLID SURFACE BARTOP, 21-4m Y2" FIRECODE 'C' 2'-3" MTL STUDS AND 4" DRINKWASH IABLE FSH USG GYPSUM CEILING, PAINTED .IY.�.ki' ..../..k.X../k._.X..f.Jk.rh-.r .\J k-Jh.-r .\I�. -. . ,\18kr -t1"k/,t1kr. ./.X../k.�_✓. .. . k..�X,✓r..k._•XJ✓f.kJv X.r.k.r,X.�.l•k.'J,X,/• -, r,h.i,.tk.r X,tk.r,X✓ ,k.r,X✓,k'.�X✓. X.\ J.-�/.kf',r.i./kt-,r?`.'.\r-kf-'r, - .tJkr, .tJkr�. , .\rk.rX..t.�.\X.r�.X-.tri.X-..\r�.h.r.J n.X.cfX-♦�.\rk9 .\/h - S{.k.t„-J�..tk-r,A..f-r .t.,�.,lh. .t ,.\ tXftr�� .Xr.tX1{-rk. .tXJ-�-trX. .tX1- �-tr .k . t1 . 1-�.tr .X.iX1.r-tr.k.�XJ.i.trX. .trX-.�.trk. .t/X-.�.rt/X. - t /-. .t .trX.\/J- f.J�th-J )(.'\h-J{.Jk_.,//-..v( ..1 k_ -\h/ -..r .t. / ..,X.,XO.-tX.X-tk .X.-t.X .X-.-tXf.X- -t . /J� t,Xr _kr_tk fir -{k.f�J-{k.J /{.X� ,/.vf.t. ,k,J.vf.\.rX �„J�f -t.Y' .tr� trXtr - {k. ./ - .tk.�/ .t.rX.f / f .t...k.t,/.. . f .t.,Xi ,rf .t , J,/Jfkt.,./.. , k, .. .X,C.O. . k, .-. 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SOUND SCREW TO BAR DIE WALL WITH ATTENUATING6XCWOOD SCREWS,BAT INSULATION e"O.. STAGGERED 24'-4" 24'-4" 4"WOOD DOOR TRIM 21/2" N • ' • ' • ' ' ' ' ' ' ' ' UNDERBAR LED LIGHTING ,_Jrt,\.,,.,,rtrJttr\ -J 6". 20ga. METAL STUDS, 12"O.C. . ........ AT 3".METAL BR4CINGMAILER SOLID BLOCKING OD SUBSTRATE. ADTHESIVE 6"O.C., STAGGERED -1/2"GYWH RE'NECESSARY. TRIM TACK FIBERGLASS REINFORCED PANELS.FOR SOFFIT Y2" FIRECODECcV D BOTTOM. • • COLOR: 'BLACKSTRORANIP T USG -GYPSUM BULKHEAD USG GYPSUM CEILING, PAIN E ..... ...... .. WOOD DOOR TRIM CEILING, PAINTED FIXED CUSHION @ BACK PLYWOOD SHEATHING, WITH SOLID (WI TUCK SURFACE LAMINATE FINISHSOLID SOLD USG GYPSUM BOARD, SOLID SOLID P R E AL DF MF SIGN PLAQUE MDF ORANGE PEEL FINISH, MDF C. PLAS. LAM. AT EXP. SURFACE 6" QUARRY TILE COVE BASE TILE: 'GREY'PAINTED VINYLAPLSTRY-PANELS... IPANEL•, PILLOW PATTERN: RED WITH BRIGHT CO REMOVABLE FOAM CUSHION GOLBLINS. 6"x12"20PS1 CONCRETE CURB. CD - _ "O.C.8"i'FLAT WOOD C (1) #4 REBAR DOWEL, 24 it (1)#4 REBAR TIE BAR, CONTINUOUS 6" 6" BASEBOARD MEPDXY GROUT IN THE #4 REBAR ... . .6"x FLT WOOD. DOWEL TO EXISTING SLAB oD BASEBOAR❑ 35/8"WOOD STUD FRA ING ---- XXX PLASTIC LAM OVER coffff JfifJffXt i.,�kk34WFAND ENDANELS.METAL DOOR WITH PANIC HARDWARE, LOCKED FROMl1�X o• ° c • : ° a ° ° MEMORY CARE SIDE OF HALL ° ° .. °,•. v " ° °� . '' .. c • . .:.. '. .. • ° •.' .., 4" TYPICAL CORRIDOR ELEVATION SCALE: 1/4"=1'-0" 12 BANQUETTE SEATING DETAIL SCALE: 1"=1'-0" 08 BAR DETAIL SCALE: 1"=1'-0" 04 1"x WOOD CEILING TRIM, PAINTED 5'-3" Y" FIRECODE'C' USG GYPSUM CEILING, PAINTED 5'-3" Y2" FIRECODE'C' 5'-0" USG GYPSUM CEILING, 5'-0" PAINTED 1"x WOOD CEILING TRIM, PAINTED 6" CROWN MOULDING WM614; STAINED USG GYPSUM WALLBOARD, PAINTED iv •2Y" WOOD, CHAIR'RAIL, ' `_ 64x FLAT WOOD.. ;l�PAINTED/ BASEBOARD M CV o� Y" FIRECODE'C' 5'-0" USG GYPSUM CEILING, 5'-0" PAINTED 1"x WOOD CEILING TRIM, PAINTED 6" CROWN MOULDING: WM614, STAINED 'VINYL WINDOWS WITH %".INSULATED LOW -E GLASS LAW.. �- Y" USG GYPSUM WALLBOARD, PAINTED ' .2Y2" WOOD,CHAIR RAIL, 'PAINTED z FLAT. WOOD ' M BASEBOARD. .`I �. 1"x WOOD CEILING TRIM, PAINTED Y" FIRECODE'C' USG GYPSUM CEILING, PAINTED 5'-3" ULDI WM614, S ED L WINDOW WITH "I SULATED 'L Y I I -E GLASS 2 WOOD CHAIR RAIL, P INTED C J J• 6" WOOD BASE, PAINTED 1" WOOD WINDOW SILL, 4" WOOD TRIM PAINTED W TYPICAL COMMUNITY ROOM INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 03 12IA400 OVA400 7" CROWN MOULDING 1"x WOOD CEILING TRIM, PAINTED LWM47B, STAINED77 LEDGERSTONE TILE ON Y2" DUROCK. CHAPEL /THERAPY ROOM INTERIOR ELEVATION SCALE: 1/4"=1'-0" 1 16 I KITCHEN /DINING ROOM INTERIOR ELEVATION SCALE: 1/4"=1'-0" 1 01 I i &� ARCHITECTURE - ENGINEERNG - INTERKM 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalamhitects.com OC"" 2017 E"e lA"m* LLC. AN is Raear"d. CONSULTANT PROJECT A 6" CROWN MOULDING . WM614, STAINED W Lu IZ- Q M 0 W�T,�FrQ u0 < 0 ^_jOLL %" USG GYPSUM AED CALL WALLBOARD, PAINT)=D� Wdo PARMErAL F C. L Mei o LL U H iv o� me o ME =7 : V2" WOOD CHAIR RAIL, PAINTED . x FLAT WOOD ' ..BASEBOARD z co Y2" FIRECODE'C' 5'-0" USG GYPSUM CEILING, 5'-0" PAINTED 1"x WOOD CEILING TRIM, PAINTED 6" CROWN MOULDING WM614; STAINED USG GYPSUM WALLBOARD, PAINTED iv •2Y" WOOD, CHAIR'RAIL, ' `_ 64x FLAT WOOD.. ;l�PAINTED/ BASEBOARD M CV o� Y" FIRECODE'C' 5'-0" USG GYPSUM CEILING, 5'-0" PAINTED 1"x WOOD CEILING TRIM, PAINTED 6" CROWN MOULDING: WM614, STAINED 'VINYL WINDOWS WITH %".INSULATED LOW -E GLASS LAW.. �- Y" USG GYPSUM WALLBOARD, PAINTED ' .2Y2" WOOD,CHAIR RAIL, 'PAINTED z FLAT. WOOD ' M BASEBOARD. .`I �. 1"x WOOD CEILING TRIM, PAINTED Y" FIRECODE'C' USG GYPSUM CEILING, PAINTED 5'-3" ULDI WM614, S ED L WINDOW WITH "I SULATED 'L Y I I -E GLASS 2 WOOD CHAIR RAIL, P INTED C J J• 6" WOOD BASE, PAINTED 1" WOOD WINDOW SILL, 4" WOOD TRIM PAINTED W TYPICAL COMMUNITY ROOM INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 03 12IA400 OVA400 7" CROWN MOULDING 1"x WOOD CEILING TRIM, PAINTED LWM47B, STAINED77 LEDGERSTONE TILE ON Y2" DUROCK. CHAPEL /THERAPY ROOM INTERIOR ELEVATION SCALE: 1/4"=1'-0" 1 16 I KITCHEN /DINING ROOM INTERIOR ELEVATION SCALE: 1/4"=1'-0" 1 01 I i &� ARCHITECTURE - ENGINEERNG - INTERKM 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalamhitects.com OC"" 2017 E"e lA"m* LLC. AN is Raear"d. CONSULTANT PROJECT A W Lu IZ- Q M 0 W�T,�FrQ u0 < 0 ^_jOLL Wdo ZZ0 Mei o LL U H � CO J I.L F- 0_ Q W W 0 F- Z Z_ C ��^ r v , J Z W 0 F- J W J W Lj Andrew Sechler, PA AR0016M (FL) REVISIONS: # DATE DESCRIPrioN 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 401 Elite Universal Job No. 08009 �5 a� DOOR PULL " 0 Cl) 3" COVE BASE LEVEL 1 BATHROOM ELEVATIONS SCALE: 3/8"=1'-0" 26 WOMEN'S BATHROOM #12 GALVANIZED HANGE R WIRE, 48" BOTH WAYS, TYPIC CERTAINTEED "VINYLR CK" BATHROOM CEILING TILE, WASHABL E SURFACE DUROCK SHEATHING & THINSET TILE - - - Vs" WATER RESISTANT MIRROR ------........ SEMI PAINT . DRYWALL &SEM LOSS -------------- o ENAMEL PAINTED M 3 METAL TOILET . -- - - .PARTITIONS ti -- -- Ch . ................f --------------------- -------------- ------- f.....------- - M CV M ------------ INSULATE -->------------------ -------- --- - - 2 DRAIN JADA NONSLIP TLE: <•60 CIDER ' e LEVEL 1 BATHROOM ELEVATIONS NOTE: ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. ALL THRESHOLDS SHALL BE A MAXIMUM OF 1/2" HEIGHT AND BEVELED. ' ALL DOORS (NEW, EXISTING TO REMAIN) ARE MINIMUM 3'-0" W x MINIMUM 6'-8"H UNLESS NOTED OTHERWISE ALL DOORS TO COMPLY WITH "PROVISIONS FOR BARRIER FREE DOORS", SEE DETAIL BELOW. HARDWARE SCHEDULE INTERIOR DOORS - TOILET ROOMS: PRIVACY SET, LEVER TYPE, SINGLE ACTION, CLOSER. 1-1/2 PAIR HINGES. NOTE: NON -RATED INTERIOR SWINGING DOORS SHALL BE PUSHED OR PULLED OPEN BY A FORCE OF NOT MORE THAN 5 Ibf (22.2N). (G.0 TO TEST AND ADJUST IF THEY DO NOT COMPLY) EXTERIOR DOORS: LOBBY -EXTERIOR: (EXISTING STOREFRONT DOORS TO REMAIN) LOCKSET, LEVER TYPE, CLOSER, WEATHERSTRIPPING. REAR DOOR- EXTERIOR (EXISTING DOOR TO REMAIN) ALL HARDWARE PER ADA REQUIREMENTS. - PROVIDE NEW HARDWARE IF REQUIRED (G.C. TO VERIFY) NOTE: X = W MIN. F Y =SS' X =4r MIN. IF Y =5Y NOR:: Y = 4r MIN. IF DOOR FUS CLOSER PULL SIDE X PULL SIDE 2r MIM PUSH SIDE 9 2% 7S• MIN., 24• PREFERRED HINGE SIDE APPROACH LATCH SIDE APPROACH FRONT APPROACH NOTE: Y = 54• MIN. IF DOOR HAS CLOSER NOYE: X=/rMIN. PULLSIDE 24MIN. OR FU IF DOS BOM A PUSH SIDE CLOSERS LATCH PULL SIDE i S �# IS' MM. LATCH SIDE APPROACH TOILET SIDE APPROACH SWINGING DOORS ACCESSIBLITY APROACH N.T.S. MANEUVERING CLEARANCES AT DOORS SHALL IN ACCORDANCE W/ ACCESSIBILITY REQUIREMENTS FOR THE DISABLED (FLORIDA STATUES CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4.13.6) �j� yU CLOTHES RODS SHELVES THERMOSTATS _ CONTROLS ��� COUNTERS U.1 >� i qtr LLH QQ W Z g UOQ �0 4 tD zF� tow cog (9 j w \� \ i° -1U O MAX. HEIGHTS FREE-STANDING FOUNTAIN OR COOLER A.D.A. WHEEL CHAIR REACH N.T.S. ADA NOTES & DETAILS #12 3ALVANIZED HANGER WIR , 48" 1 IOTH WAYS, TYPICAL CER TAINTEED "VINYLROCK" KITCHEN CEIL ING TILE, WASHABLE SURFACE ". WATER RESISTANT METAL 'FkAME DRYWALL AND SEMI -GLOSS PAINT.'. • MASONRY WALL, 2"• RIGID INSULATION TILED PARTITION WALL DUROCK SHEATHING AT'Z'•FURRED WALL WITH— & THINSET TILE, DUROCK SHEATHING & TILE :ENAMEL PAINTED METAL TOILET -- 3 ------------------- - -- ------ ----------------- ------ -- -- t ---------------------------------------------------------------- -- MIRROR 1 MIRROR AREA OF ADA 8" 3'-0" M 2'-4" i. INZUuAl DRPIIN o -------------------------- - - —` - ---- -------- ---- Ci 1OADA NO"LIP TILE: <.6Q COEF. 60 SCALE: 3/8"=1'-0" 23 MEN WOMEN UNISEX RESTROOMS LEVEL 1 BATHROOM PLAN DETAIL A B C D 1/4" THICKNESS — WALL MOUNTED SIGNAGE TYPICAL ` -- 1/4" TRIANGULAR SIGN OVER /4" 0 THK \� CIRCULAR SIGN C14 C14 WOMEN �_ LMEN/ \ UNISEX F H DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE TO -DOOR MTD BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR- SIGNAGE SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM � -- FLOOR MEN fi / \ F C) I CD HEIGHT OF - LETTERING V ' 318" MIN TO 2 MAX ` CORRESPONDING UPPER CASE \ / GRADE II BRAILLE CHARACTERS GENERAL IDENTIFICATION NOTES 1. IF SIGNAGE IS REMOVED DURING DEMO WORK, IT IS TO BE SALVAGED AND REUSED. IF DAMAGED, GENERAL CONTRACTOR SHALL PROVIDE AND LOCATE REQUIRED ADA SIGNAGE. 2. MOUNTING HEIGHT SHALL BE A MAXIMUM OF 54" AFF. MINIMUM CHARACTER HEIGHT SHALL BE 3". 3. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE SANS SERIF OR SIMPLE SERIF WITH #2 BRAILLE. RAISED CHARACTERS SHALL BE 5/8" HIGH BUT NOT HIGHER THAN 2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION. 4. THE CHARACTERS AND BACKGROUNDS OF SIGNS SHALL BE "EGGSHELL", MATTE OR OTHER NON -GLARE FINISH. CHARACTERS AND BACKGROUNDS SHALL CONTRAST. 5. SIGNS SHALL BE LOCATED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING HEIGHTS SHALL BE 60" AFF TO THE CENTERLINE OF THE SIGN. A PERSON SHALL BE ABLE TO APPROACH WITHIN 3" OF THE SIGN WITHOUT DOOR SWINGS OR PROTRUSIONS. ■�!�■t 7����l�I�r�l11�l�It���l C> M v M SCALE: 3/8"=1'-0" 1 10 1 MEN'S BATHROOM IFS SCALE: 1/4"=1'-0" ( 08 LEVEL 2 ADA BATHROOM TILE LEGEND STANDARD TILE FINISHES TAG DESCRIPTION MODEL NO. STYLE MANUF. O BATHROOM TILE REFER TO A191 ADA NON -SLIP: >.60 DALTILE O BATHROOM COVE BASE OWNER SELECT 3"x6" COVE BASE DALTILE O3 BATHROOM WALL TILE OWNER SELECT 12'x24' WALL TILE DALTILE O4 K-2882'VERTICYL' LAVATORY WHITE DALTILE O5 KOHLER K-15243-4 CORALAIS DALTILE TILE NOTES: CONTRACTOR NOTE TILE CONTRACTOR TO PREPARE FINAL TILE SPECIFICATIONS BASED ON THEIR BID. TILE CONTRACTOR TO SPECIFY FINAL SPECIALTY TILE ACCESSORIES SUCH AS COVE BASE INSIDE & OUTSIDE CORNERS, WALL BULLNOSE CORNER TRIM, ETC., REQUIRED TO COMPLETE THE JOB WITH QUALITY FINISH 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. TOGGLE BOLTS WALL FINISH F- REA OF ADA B -BAR WALL INFORCING AREA OF ADA GRAB -BAR WALL REINFORCING SCALE: 3/8"=1'-0" 04 5/" WATER RESISTANT )EMI -GLOSS PAINT HING r 5/" waTFR RESISTANT -GLOSS M K SHEATF THINSET 0 CO 0 Co SCALE: 3/8"=1'-0" 02 PLUMBING FIXTURE SCHEDULE STANDARD UNIT FINISHES TAG DESCRIPTION MANUF. MODEL LOCATION REMARK S-1 WALLMOUNT SINK KOHLER K-2035-4 PINOIR ADA BATH WHITE ACCESSIBLE TOILET & FAUCET KOHLER K-15243-4 CORALAIS (INSULATE ALL EXPOSED ADA 4" LEVER HANDLE S-2 UNDERMOUNT SINK KOHLER K-2882'VERTICYL' LAVATORY WHITE FAUCET KOHLER K-15243-4 CORALAIS ADA 40 LEVER HANDLE T-1 U PUBLIC ADA WATER CLOSET KOHLER K-3481 WELLWORTH BATHROOMS WHITE COMFORT HEIGHT 17" FEMININE NAP. DISP. GAMCO ND -3 TOILET PAPER HLD'R TTD-3 PAPER TOWEL DISP. XX -XX XX-XX BATHROOMS SURFACE MOUNTED TA -1 &TRASH UNIT STAINLESS TOILET SEAT COVER XX -XX XX -M SOAP DISPENSER XX -XX XX -XX TA -2 BABY CHANGING STATION KOALA KB2-00-00 MEN'S BATH WHITE FOLD DOWN HORIZONTAL WALL MOUNTED UR -1 A.D.A. WALL HUNG LAVATORY KOHLER K-4972-ER'STANWELL' MEN'S BATH WHITE FLUSH VALVE KOHLER K -10959 -CP TOUCHLESS TOUCHLESS SENSOR I METAL STUDS NOTE: Q "BOBRICK" #2521 MOUNTING KIT 12 GA. X 3" STEEL PL. MOUNT FIXTURES & ACCESSORIES PER M 400 Ib LOAD ANCRP PLATE. SERIES y MANUFACTURER'S RECOMMENDATION UNLESS M MACHINE SCREWS W/TOGGLE NUTS 1/4"-20X3 1/2"(89mm) TOLSTUDSEADING SCREWS O/ /I 36"MIN.MiA 6 FORNOTEADD TIONA OTHERWISE. NFORMATION. SPECIFICATIONS TYPE 304 W/STAINLESS STEEL MACHINE SCREW W/PLATED 12" STEEL TOGGLE NUTS. g A 42"MIN. 17 i_z MIN.L NJ S.M. SCREWS] � ® o " O x x x �7 GRAB BAR Q - _z Q a a a a (LENGTH VARIES) � - °y M ft o I O M r - C) C 1 `t _ O) �F NN "BOBRICK" #2522 MOUNTING KIT S.M. SCREWS 18" ". 400 ib LOAD "BOBRICK" #252 MOUNTING KIT 6" MAX. 5" A' I PO MACHINE SCREWS W EXPANSION SHIELDS 1 4'x20"x2" 51MM) TYPE 304 W/STAINLESS STEEL MACHINE SCREW W/metal 400 Ib LOAD ACCESSIBLE WALL MOUNTED LAV. & MIRROR, FRONT VIEW ACCESSIBLE TOILET & ACCESSIBLE TOILET & ACCESSIBLE WALL MOUNTED LAV. EXPANSIONS SHIELD. S.M. SCREWS = NO. 14 X 2 1/4" 64mm TYPE 304 (INSULATE ALL EXPOSED ACCESSORIES LOCATION ACCESSORIES LOCATION & MIRROR, SIDE VIEW (INSULATE ALL EXPOSED DRAIN AND HOT STAINLESS STEEL SHEET METAL SCREWS (TYP.). DRAIN AND HOT WATER 0 SIDE WALL ® REAR WALL WATER PIPES, PIPES, TYP.) MOUNTING ON CONC. BLOCK MOUNTING ON METAL STUDS SCALE: NOT TO SCALE 21 ADA MOUNTING ELEVATION DETAILS PAPER TOWEL NAPKIN DISPENSER & WASTE TAMPON RECEPTACLE VENDOR SCALE: 1/4"=1'-0" 01 WW44&E� ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchftects.com O CapyNpM 2017 ERe Unmemd, U.C. Al Rights Ree"nd. CONSULTMIT PROJECT A T� r� LU H Q Ch � d �0 0 W dW0Q T�,�LL� 00 VCLpIY0 Zz0 MSI C5 z LOQ SEM Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 402 Elite Universal Job No. oeoos a ; only tnrougn a private ottice and not for common use or public use shall not be required to _ — 1"x6" S4S WOOD r — 6 max 17-25 ..% comply with 606,3. BASEBOARD 8 iiEJ k»:� 2, In residential dwelling I. ng unit kitchens, sinks that are adjustable to variable heights, 29 0 I. CV co � i$ () (b) inches (735 mm) minimum and 36 Inches (915 mm) maximum, shall be permitted where DRINKINGF 'i� /1 FOUNTAIN ADA REQUIREMENTS SCALE: NOT TO SCALE 17 .• • ; C i -� elevation plan rough-in plumbing permits connections of supply and drain pipes for sinks mounted at the N co -77UJ height of 29 inches (735 mm), 606.4 Faucets. Controls for faucets shall comply with 309. Hand-operated metering faucets CO w 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum shall remain open for 10 seconds minimum. ;.. measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured 606.5 Exposed Pipes and Surfaces, Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact, There shall be no .455 " perpendicular from the rear wall, sharp or abrasive surfaces under lavatories and sinks: FULL ADA COMPLIANT UNIT ELEVATIONS SCALE: 3/8 "_ -1-002 604.7 Dispensers, Toilet paper dispensers shall comply with 309.4 and shall be 7 inches If (,180 mm) minimumand 9 inches (230 mm) maximum in front of the water closet measured to the. centerline of the dispenser. The outlet of the dispenser sh 1 - .;~ ..,:: ;- STANDARD TILE FINISHES"` pal be 15 inches --CONTROLAREA LEGEND PLUMBING FIXTURE SCHEDULE STANDARD UNIT FINISHES I (' (380 mm) minimum and 48 inches (1220 mm) maximum above the finish floor and shall = -- itg not be located behind grab bars. Dispensers shall not be of a type that controls delivery or _ TAG DESCRIPTION MODEL N0. STYLE MANUF. TAG DESCRIPTION MANUF. MODEL LOCATION REMARK that does not allow continuous paper flow. :; m ! Advisory 604.7 Dispensers. If toilet a er dis erasers are Installed above the side wal! r' € 1 BATHROOM TILE REFERTOA191 ADA NONSLIP: >.60 DALTILE WALLMOUNT SINK KOHLER K-2035-4 PINOIR ADA BATH WHITE 1 a P P p gab i bar, the outlet of the toilet paper dispenser crust be 48 Inches (1220 mm) maximum above p ;`, �,n � V Y " " I> BATHROOM COVE BASE OWNER SELECT 3 k6 COVE BASE DALTILE FAUCET KOHLER K 15243-4 CORALAIS ADA 4 LEVER HANDLE the finish floor and the tofr of the gripping surface of the grab bar must be 33 inches (84.0 � � 2S �( l mm minimum and 36 inches 915 mm ximum above a a s _e the finish floor: a--- 1 L -- — _W wa,— , — w ��� 3O BATHROOM WALL TILE OWNER SELECT 12'ii24" WALL TILE DALTILE UNDERMOUNT BAR SINK KOHLER K-2882'VERTICYL' Andrew sea,l�, PA LAVATORY WHITE is. S-4 60 min . O SEAT FAUCET KOHLER K-15243-4 CORALAIS AR0016658 (FL). BACK CONTRQLWALL " A DLE 3Ea-in by 36 in (91 by 91 B-mm) stall O DALTILE T 1 UNIT ADA WATER CLOSET KOHLER K-3481 WELLWORTH BATHROOMS WHITE REVISIONS: Figure &f14.3.1 Size of Clearance at Wafter Closets COMFORT HEIGHT 17" # oAr� DESCRIPTION 604.8.1.4 Wheelchair Accessible Toilet Compartment Tae Clearance IV RNEY"ALEXANDRA" o11/17 SUBMIT �� parEitiQe peft1ior max O 24 TOWEL BAR LDR # 15705 — TILE NOTES CONTRACTOR NOTE TOILET PAPER H # 15704 UNIT E TA-2 " SURFACE MOUNTED TILE CONTRACTOR TO PREPARE FINAL TILE SPECIFICATIONS BASED ON BATHROOMS SATIN STAINLESS 6 mir, Smit E ` 1 1 y :.: TOWEL RING # 15707 THEIR BID. CO TR AR TOR TO SPECIFY FINAL SPECIALTY TILE ACCESSORIES SUCH " NEY "GRAB BARS" DRAWN BY: AFS N OL! TILE CONTRACTOR 24 HANDICAP GRAB BAR HAR # 71777 UNIT (. AS COVE BASE INSIDE & OUTSIDE CORNERS, WALL BULLNOSE CORNER HC_2 SURFACE MOUNTED fi ri4,. - r " "`---- - l TRI T REQUIRED TO COMPLETE THE JOB WITH QUALITY FINISHGRAB BAR BATHROOMS SATIN STAINLESS - 12' ir,in I a Y n �' w � xi „t%!i ,, E 42" HANDICAP GRAB BAR # 71780 ,,, r CHECKED BY AFS � � s" � 'i • ,- � ,_ :� :� • � � DATE: E MARCH 31, X17 t34€ 6 r,ir �-�— DREAMLINE "SLIMLINE" 15"x12" SH 404.2.7 Door and Gate Hardware. H-1 34"x60" SHOWER STALL KIT UNIT # DL-6191 R-01 _ - �% # SHST 01 PL WR SEAT ( Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply 34"x48" SHOWER STALL KIT SHOWERS K-TS10276-4E-CP I SHOWER HEAD HE ®1 (o ~" ici 4 with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 SHEET: rlaxtt•rsi e€�vc3`t£31 p,��ri SIDE inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the BACK (LUNG) SIDE BAR SINK KOHLER K-6652 UNIT t aici•rh ;drr fully open position, operating hardware shall be exposed and usable from both sides. BA-1 TOP MOUNT SINK AND SINGLE �$ BAR FAUCET KOHLER K-99264-CP MINIBAR HOLE FAUCET 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward 3E1-iii by 40-in (76fa_ by 152 a-itlrn) ill REFRIGERATOR 1.8 CU.FT. SUNBEAM JC-50NY-BLACK approach, and knee and toe clearance complying with 306 shall be provided, TE: rt rt<�1 y w (tong) wt(as*Am)*r0nettftr�# P. 1 403 Elite Universal Job No. ADA NOTES & DETAILS SCALE: NOT TO SCALE 21 ADA MOUNTING ELEVATION SHOWER DETAILS SCALE: NOT TO SCALE 1 16 1 UNIT ADA BATHROOM DETAILS SCALE: NOT TO SCALE 01 08009 F ". USG DRYWALL, !7 OP SEMIGLOSS PAINT 1 -- -- --- --- MINATE FLAT SLAB VALANCE'AT TOP -THRU . ' FLAT SLAB VALANCE AT TOP' WILSTONART PLASTIC LAMINATE, 04 %" USG DRYWALL, WILSONART PLASTIC LAMINATE2,-9„ WILSONAII GQ A. UPPER CABINETS FLAT SLAB DOORS WITH 2 SHELVES (NATE . 2'SHEL'VES P.LAM. SHELVES P, 1'_2" FIBERGLASS REINFORCED 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH PANELS BACK AND SIDE WALLS,' r (V �a / COUNTERTOP WITH 4". BACKSPLASH LMOND COLOR, FOL-LYADHERED •7\ r 04• AND 2" FRONT. PROFILE, • ... Lo BOLTED TO FLOOR WT EPDXY ET GR .'l' 1411r10 d®� PAINTED WOOD FRAME r ". ........... .'.'.'.'.'.'.' , .'. .'.'.'..'..'.'.'.'.. '.' .'.....;% 2cm CORIAN C DUNE R,- * --- --- - o "WHITE", EAS ED E DC. iE ...................... .. ...... .. ....7p.. .....4............ " CORIAN BACK & SID SP H -7-\ ..:::::::::::..:. SOAP DI PE R, " 4 TOEKICK ::: PLASTIC LAM IN, TE T 1-6":: — — SLAB CABINE D R ........ ...... BRSHED NICKEL H D E _ L HARDWARE F 181 .. ....... ... .... Co N .. .. TOP W/ 4" BACKSPLASH o / ` WITH 4" BACKSPLASH o • r... " ONT PROFILE, %Z CV AND'2." FRONT PROFILE, . NART PLASTIC LAMINATE O ic) PLASTIC -LAMINATE 1 10 EXAM ROOM MILLWORK COUNTER 0 Z-) 4" VINYL BASE AT CLINIC " USG DRYWALL, i SEMIGLOSS PAINT �\ t 1 7'-3" 6' -9 - FLAT SLAB VALANCE AT TOP WILSTONART PLASTIC LAMINATE PARTITION WALL WITH WILSONART PLASTIC LAMINATE BOLTED TO FLOOR WITH EPDXY ET GROUT FIBERGLASS REINFORCED PANELS BACK AND SIDE WALLS, ALMOND COLOR, FULLY ADHERED ' SOAP DISPENSER 2cm CORIAN COUNTER, "WHITE", EASED EDGE _ 4" CORIAN BACK C & SIDESPLASH M 56"X80" MIRROR 4'-3" V-3- 9 COUNTERTOP ITH 4" BACKSPLASH At ID 2" FRONTROFILE, . • ' P • - - W LSONART 671C LAMINATE FLAT SLAB DD RS WITH 2.SHELVES WILSONART P STIC LAMINATE - 6 " AMINATE6" WOOD BASE ' '� � 4" VINYL BASE T SALON WALL'- !7 OP WITH TEGULAR EDGE 1 -- -- --- --- MINATE PASE -THRU . ' FLAT SLAB VALANCE AT TOP' 7'-4 04 %" USG DRYWALL, WILSONART PLASTIC. LAMINATE WILSONAII GQ A. SEMIGLOSS PAINT FLAT SLAB DOORS WITH 2 SHELVES (NATE ZEN �®2 SHELVES P, 1'_2" WILSTONART PLASTIC LAMINATE 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH — AND 2" FRONT PROFILE, r (V �a COUNTERTOP WITH 4". BACKSPLASH WILSONART PLASTIC LAMINATE r 04• AND 2" FRONT. PROFILE, • r Lo BOLTED TO FLOOR WT EPDXY ET GR .'l' 1411r10 d®� PAINTED WOOD FRAME .. ........ ". ' SOAP DISPENSER 2cm CORIAN COUNTER, "WHITE", EASED EDGE _ 4" CORIAN BACK C & SIDESPLASH M 56"X80" MIRROR 4'-3" V-3- 9 COUNTERTOP ITH 4" BACKSPLASH At ID 2" FRONTROFILE, . • ' P • - - W LSONART 671C LAMINATE FLAT SLAB DD RS WITH 2.SHELVES WILSONART P STIC LAMINATE - 6 " AMINATE6" WOOD BASE ' '� � 4" VINYL BASE T SALON WALL'- L------ ---------------------J = GFI MEDICAL STORAGE SCALE: 1/2"=1'-0" 1 26 1 CLINIC COUNTER !7 OP WITH TEGULAR EDGE 1 -- -- --- --- MINATE PASE -THRU . ' FLAT SLAB VALANCE AT TOP' 7'-4 WILSONART PLASTIC U %" USG DRYWALL, WILSONART PLASTIC. LAMINATE 2 SHELVES WITH 2" FR GQ A. SEMIGLOSS PAINT FLAT SLAB DOORS WITH 2 SHELVES (NATE FLAT SLAB VALANCE AT TOP COUNTERTOP WITH 4" BACKSPLASH 1'_2" WILSTONART PLASTIC LAMINATE 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH — AND 2" FRONT PROFILE, r (V �a COUNTERTOP WITH 4". BACKSPLASH WILSONART PLASTIC LAMINATE r WILSONART PLASTIC LAMINATE AND 2" FRONT. PROFILE, co r Lo BOLTED TO FLOOR WT EPDXY ET GR .'l' . . PAINTED WOOD FRAME .. ........ ". ........... .'.'.'.'.'.'.' , .'. .'.'.'..'..'.'.'.'.. '.' .'.....;% '.'...............'.'.'.','.:.'... ....... :: ::4.-5 o ...................... .. ...... .. ....7p.. .....4............ .......... ..... ..:::::::::::..:. 1 WILSONART PLASTIC LAMINATE " 4 TOEKICK ::: - 1-6":: — — .... .. ........ ...... .... _ L HARDWARE .. ....... ... .... Co N .. .. TOP W/ 4" BACKSPLASH 123 124 125 126 .COUN. RTOP WITH 4" BACKSPLASH r... " ONT PROFILE, %Z AND'2." FRONT PROFILE, . NART PLASTIC LAMINATE O ic) PLASTIC -LAMINATE 1 10 c%) ' B DOORS WITH 2•$HELVES W/ 4" BACKSP H 135 136 137 138 139 140 ..'.'.'.'.'.-WILSO ART 1--ily <•°' ,• a'' " -- ' MITERED CORNERS 0 E, SOLID WOOD DOORS & io ' . .. .'...4".VIN J Q (n L BASE AT SALON.WALL. LICKING BOX E ALL SIDES, 1' " FULLY CAULKED 4" 52" 52" 52" 11"' N ;... ,.. U o u7 5'-10" .. pJ r 104 L RYWA SG DLL, W LL _ CONCEALED N _� 3 SEMIGLOSS 9 00 00 2,-6„ 4" i I LED TAPE LIGHT iv 1'-10" FLAT SLAB DOORS WITH N r i zo WILSONART PL. LAMINATE BASE 3 DRAWERS WILSONART 12 13 14 15 Y2" F PLASTIC LAMINATE CKER 19 20 21 22 ir) 7'-5" io i 27 28 29 30 31 32 33 4" VINYL BASE AT B.Q.H. / SCALE: 1"=1'-0" J LEVEL 1 LOBBY OFFICE / POST OFFICE / LOBBY DESK 1"x WOOD a2 Boxes SHELF X-2" 1'-9" a (n j "WHITE", EASED EDGE 4"•CORIAN BACK & SIDESP o 11" 1'-2" 1'-2° ' 11" N iV 3'-2" 1'- 0""" l M BD Fn J 34 35 36 37 7'-2- Li -JE 4o a1 42 43 44 45 46 47 48 9. 50 5,-0" 52 53 54 55 V-5" L------ ---------------------J = GFI MEDICAL STORAGE SCALE: 1/2"=1'-0" 1 26 1 CLINIC COUNTER 2'-0" 8'-4" . 2'X4' ACT CEILING, SLIMLINE FRAME OP WITH TEGULAR EDGE 1 -- -- --- --- MINATE PASE -THRU . ' FLAT SLAB VALANCE AT TOP' 7'-4 WILSONART PLASTIC U %" USG DRYWALL, WILSONART PLASTIC. LAMINATE 2 SHELVES WITH 2" FR GQ A. SEMIGLOSS PAINT FLAT SLAB DOORS WITH 2 SHELVES (NATE FLAT SLAB VALANCE AT TOP COUNTERTOP WITH 4" BACKSPLASH 1'_2" WILSTONART PLASTIC LAMINATE 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH — AND 2" FRONT PROFILE, PARTITION. -WALL WITH' �a COUNTERTOP WITH 4". BACKSPLASH WILSONART PLASTIC LAMINATE WILSONART PLASTIC LAMINATE AND 2" FRONT. PROFILE, co r Lo BOLTED TO FLOOR WT EPDXY ET GR UT O PAINTED WOOD FRAME .. ........ ". ........... 0 WOOD VENEERS ' J ....... :: ::4.-5 o 4" VINYL BASE IN B.O.H.'AREAS 05 BOXES " I FLAT SLAB DOORS WITH 2 SHELVES N ..:::::::::::..:. 1 WILSONART PLASTIC LAMINATE " 4 TOEKICK ::: - 121 122 — — .... .. ........ ...... .... _ L HARDWARE .. ....... ... .... Co N .. .. .. 123 124 125 126 .COUN. RTOP WITH 4" BACKSPLASH r... f AND'2." FRONT PROFILE, . O WILS00ART PLASTIC -LAMINATE 1 FLAT ' B DOORS WITH 2•$HELVES W/ 4" BACKSP H 135 136 137 138 139 140 ..'.'.'.'.'.-WILSO ART STIC LAMINATE <•°' ,• a'' " -- ' MITERED CORNERS 0 E, SOLID WOOD DOORS & . .. .'...4".VIN ILS( L BASE AT SALON.WALL. LICKING BOX E ALL SIDES, 1' " FULLY CAULKED 4" 52" 52" 52" 11"' N ;... ,.. 6" WOOD BASE. u7 5'-10" .. N [ 104 2'-0" 8'-4" M 0 Z-) 6" WOOD BASE AT CLINIC F.O.H. . 2'X4' ACT CEILING, SLIMLINE FRAME OP WITH TEGULAR EDGE 1 -- -- --- --- MINATE PASE -THRU . ' FLAT SLAB VALANCE AT TOP' 7'-4 WILSONART PLASTIC U / WILSONART PLASTIC. LAMINATE 2 SHELVES WITH 2" FR GQ A. 7 FRONT PROFILE. INED MAHOGANY FLAT SLAB DOORS WITH 2 SHELVES (NATE M� COUNTERTOP WITH 4" BACKSPLASH WILSONART PLASTIC- LAMINATE Z00' } 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH — AND 2" FRONT PROFILE, H cn �a COUNTERTOP WITH 4". BACKSPLASH WILSONART PLASTIC LAMINATE AND 2" FRONT. PROFILE, co Lo r O PAINTED WOOD FRAME 111 112 113 114 --------------- 2 SHELVES WITH 2" FRONT PROFILE. 0 WOOD VENEERS ' J 2'-0" 1'-O" WILSONART PLASTIC LAMINATE o 4" VINYL BASE IN B.O.H.'AREAS 05 BOXES " I FLAT SLAB DOORS WITH 2 SHELVES N N 1 WILSONART PLASTIC LAMINATE " 4 TOEKICK - - - 121 122 — — POST OFFICE MAILBOXES 2cm CORIAN COUNTER, 5" BRUSHED'NICKI L HARDWARE 11-6" 1'-6" "WHITE", EASED EDGE N 30" REFRIGERATOR/F EEZER 123 124 125 126 127 128 r... 16" 129 130 131 132 133 134 M 0 Z-) 6" WOOD BASE AT CLINIC F.O.H. . 2'X4' ACT CEILING, SLIMLINE FRAME OP WITH TEGULAR EDGE WILSONART PLASTIC Lfi MINATE PASE -THRU . ' FLAT SLAB VALANCE AT TOP' 7'-4 WILSONART PLASTIC U / WILSONART PLASTIC. LAMINATE 2 SHELVES WITH 2" FR T PROFILI 7 FRONT PROFILE. INED MAHOGANY FLAT SLAB DOORS WITH 2 SHELVES (NATE M� X-0' 2 _9f WILSONART PLASTIC- LAMINATE Z00' } 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH H cn �a COUNTERTOP WITH 4". BACKSPLASH o ' AND 2" FRONT. PROFILE, co WILSONART PLASTIC LAMINATE r E AT TOP PAINTED WOOD FRAME 111 112 113 114 --------------- & TRIM WITH PANELBOARD . ih° WOOD VENEERS ' J 2'-0" 1'-O" 7'-0" ELECTRICAL CHASE o 4" VINYL BASE IN B.O.H.'AREAS 05 BOXES r- N N - ---- - --- - - -- " 4 TOEKICK - - - 121 122 WILSONART P,LAM. M 0 Z-) 6" WOOD BASE AT CLINIC F.O.H. COUNTERTOP W/ 4" BACKSPLASH AND 2" FRONT PROFILE, WILSONART PLASTIC LAMINATE SCALE: 1/2"=1'-0" 1 04 FLAT SLAB VALANCE A OP SLIDING WILSONART PLASTIC Lfi MINATE PASE -THRU 2 SHELVE 7'-4 WILSONART PLASTIC U / 2 SHELVES WITH 2" FRONT PROFILE. WOOD.VENEER 2 SHELVES WITH 2" FR T PROFILI COUNTERTOP W/ 4" BACKSPLASH AND 2" FRONT PROFILE, WILSONART PLASTIC LAMINATE SCALE: 1/2"=1'-0" 1 04 S I SALON ELEVATIONS SCALE: 1/2"=1'-0" 1 19 1 EMPLOYEE BREAK ROOM SCALE: 1/2"=1'-_0_F_04_1 8'-0" 1'-0" 7'-0" 7'-0" �U 1'-0.1 1. 1' 4'-3 1'-2" 1'-0" 2cm CORIAN COUNTER, "WHITE", EASED EDGE 8 I co 4" PAINTED WOOD TRIM SURROUND o cl) m �. N N 5Y"x5Yi" STANDAR ALUMINUM I N POST OFFICE MAIL BOXES �- -1--- ----------------�- - i--- -------------------------- r 1"x PAINTED WOO1 TRIM, FULLY CAULKED 2'-4" 3'-0" 2'-3" ' 2cm CORIAN COUNTER, WOOD TABLE SUPPORT/STIFFENER 1"x WOOD "WHITE", EASED EDGE WOOD CABINET BOX WITH�" BUCKING BOX. SOLID WOOD DOORS & 5" WOOD FLOORING PLANK, 2 4" FRAME ALL SIDES, 5" BRUSHED STAINLESS HARDWARE MAHOGANY FINISH, PAINTED, FULLY MITERED CORNERS CAULKED FLAT SLAB VALANCE A OP W WILSONART PLASTIC Lfi MINATE %, USG DRYWALL SATIN PAINT .FLAT SLAB DOORS WIT 2 SHELVE 8 WILSONART PLASTIC U MINATE 2 SHELVES WITH 2" FRONT PROFILE. WOOD.VENEER 2 SHELVES WITH 2" FR T PROFILI 7 FRONT PROFILE. INED MAHOGANY WILSONART PLASTIC (NATE M� X-0' 2 _9f "WHITE", EASED EDGE Z00' } 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH H cn �a 3'-O" 8'-O" 106 107 107 106 109 110 / FLAT SLAB VA LAN E AT TOP 111 112 113 114 115 116 2 -SHELVES, LAMINATE ih° WOOD VENEERS ' J 2'-0" 1'-O" 7'-0" ELECTRICAL CHASE 1'-O" 05 BOXES WOOD CABINET D N /' 5'-7" - - - 121 122 POST OFFICE MAILBOXES 2cm CORIAN COUNTER, 5" BRUSHED'NICKI L HARDWARE 11-6" 1'-6" "WHITE", EASED EDGE 123 124 125 126 127 128 r... 129 130 131 132 133 134 O 1 CC LINTERTOP W/ 4" BACKSP H 135 136 137 138 139 140 LID WOOD CABINET BOX WITH <•°' ,• a'' " -- ' MITERED CORNERS AND 2" FRONT PRO I E, SOLID WOOD DOORS & ILS( INART PLASTIC LAMIN F PAINTED, LICKING BOX E ALL SIDES, 1' " FULLY CAULKED 4" 52" 52" 52" 11"' 1" 5"BRUSHED -- \ u7 5'-10" .. N [ 104 L RYWA SG DLL, 0 _ CONCEALED N _� 3 SEMIGLOSS 9 00 N 2,-6„ 4" i I LED TAPE LIGHT iv 10O N r i zo WILSONART PL. LAMINATE BASE 12 13 14 15 Y2" F LYWD WALL B CKER 19 20 21 22 ir) 23 24 io 26 27 28 29 30 31 32 33 4" VINYL BASE AT B.Q.H. LOBBY DESK SCALE: 1"=1'-0" 16 LEVEL 1 LOBBY OFFICE / POST OFFICE / LOBBY DESK 1"x WOOD a2 Boxes SHELF X-2" 1'-9" ;o M o Co "WHITE", EASED EDGE 4"•CORIAN BACK & SIDESP o 11" 1'-2" 1'-2° ' 11" N iV 3'-2" 1'- 0""" 1'-0" N iv BD 34 35 36 37 38 39 4o a1 42 43 44 45 46 47 48 49 50 51 52 53 54 55 ss 57 58 59 60 61 62 o =O 67 68 69 70 71 72 73 74 1 75 76 77 A 04 0 78 79 80 81 82 83 841 05 86 87 88 Ln _ El ElN - B PLYWD Lf) 1 "x WOOD " CING 24 OC ALL BACKER 04 N = r = ;o N '- Ll r� 89 90 91 92 ;tj 84 85 S I SALON ELEVATIONS SCALE: 1/2"=1'-0" 1 19 1 EMPLOYEE BREAK ROOM SCALE: 1/2"=1'-_0_F_04_1 8'-0" 1'-0" 7'-0" 7'-0" �U 1'-0.1 1. 1' 4'-3 1'-2" 1'-0" 2cm CORIAN COUNTER, "WHITE", EASED EDGE 8 I co 4" PAINTED WOOD TRIM SURROUND o cl) m �. N N 5Y"x5Yi" STANDAR ALUMINUM I N POST OFFICE MAIL BOXES �- -1--- ----------------�- - i--- -------------------------- r 1"x PAINTED WOO1 TRIM, FULLY CAULKED 2'-4" 3'-0" 2'-3" ' 2cm CORIAN COUNTER, WOOD TABLE SUPPORT/STIFFENER 1"x WOOD "WHITE", EASED EDGE WOOD CABINET BOX WITH�" BUCKING BOX. SOLID WOOD DOORS & 5" WOOD FLOORING PLANK, 2 4" FRAME ALL SIDES, 5" BRUSHED STAINLESS HARDWARE MAHOGANY FINISH, PAINTED, FULLY MITERED CORNERS CAULKED DIiJCovt%r%U rULLT %,AULRtU SCALE: 1/2"=V-0" 1 01 1; ARCHITECTURE - ENGINEERING 3210 S. Oscula Ave. OdandO, FL 32806 407.325.3550 www.eliteunivemalarchitects.com O Cqr Apht 2017 EN" U"haad, U.C. AN Rights Raaad. CONSULTANT PROJECT A PLASTIC LAMINATE, OR STAINED GRADE W %, USG DRYWALL SATIN PAINT 8 100111011,11102 103 104 105 2 SHELVES WITH 2" FRONT PROFILE. WOOD.VENEER 2cm CORIAN COUNTER, PLYWOOD CABINET BACKER 2 SHELVES WITH WOOD VENEER S 7 FRONT PROFILE. INED MAHOGANY r rT , M� J LL LL �a0} "WHITE", EASED EDGE Z00' } 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH H cn �a 3'-O" 8'-O" 106 107 107 106 109 110 STAINED MAHOGANY FLAT SLAB VA LAN E AT TOP 111 112 113 114 115 116 2 -SHELVES, LAMINATE WOOD VENEERS INED MAHOGANY 2'-0" 1'-O" 7'-0" ELECTRICAL CHASE 1'-O" 05 BOXES WOOD CABINET D ORS, MAHOGANY 5Y2"x52" STANDARD ALUMINUM 5'-7" 117 116 119 120 121 122 POST OFFICE MAILBOXES 2cm CORIAN COUNTER, 5" BRUSHED'NICKI L HARDWARE 11-6" 1'-6" "WHITE", EASED EDGE 123 124 125 126 127 128 r... 129 130 131 132 133 134 O 1 r r 5u 135 136 137 138 139 140 LID WOOD CABINET BOX WITH <•°' ,• a'' " -- ' MITERED CORNERS SOLID WOOD DOORS & F PAINTED, LICKING BOX E ALL SIDES, 1' " FULLY CAULKED 4" 52" 52" 52" 11"' 1" 5"BRUSHED -- \ u7 STAINLESS HARDWARE _ N [ 104 L RYWA SG DLL, N _ CONCEALED N _� 3 SEMIGLOSS PAINT 6 N 2,-6„ 4" i I LED TAPE LIGHT iv N i WILSONART PL. LAMINATE BASE 12 13 14 15 Y2" F LYWD WALL B CKER 19 20 21 22 ir) 23 24 io 26 27 28 29 30 31 32 33 4" VINYL BASE AT B.Q.H. LOBBY DESK SCALE: 1"=1'-0" 16 LEVEL 1 LOBBY OFFICE / POST OFFICE / LOBBY DESK DIiJCovt%r%U rULLT %,AULRtU SCALE: 1/2"=V-0" 1 01 1; ARCHITECTURE - ENGINEERING 3210 S. Oscula Ave. OdandO, FL 32806 407.325.3550 www.eliteunivemalarchitects.com O Cqr Apht 2017 EN" U"haad, U.C. AN Rights Raaad. CONSULTANT PROJECT A W %, USG DRYWALL SATIN PAINT 8 ch 2 SHELVES WITH 2" FRONT PROFILE. WOOD.VENEER H Q � Q Loo° 2 SHELVES WITH WOOD VENEER S 7 FRONT PROFILE. INED MAHOGANY r rT , M� J LL LL �a0} STAINED- MAHOGANY FLAT SLAB VALANCE AT TOP WOOD.VENEER STAINED MAH Z00' } 2cm CORIAN COUP "WHITE", EASED E Y 4" CORIAN BACK 8 ITER, GE SIDESPLASH H cn �a SOLID WOOD CABINET, STAINED MAHOGANY FLAT SLAB VA LAN E AT TOP " USG DRYWALL, 2 -SHELVES, LAMINATE WOOD VENEERS INED MAHOGANY SEMIGLOSS PAINT WOOD CABINET D ORS, MAHOGANY 5Y2"x52" STANDARD ALUMINUM 5'-7" STAIN WITH 2" SHI KER STYLE POST OFFICE MAILBOXES 5" BRUSHED'NICKI L HARDWARE 11-6" 1'-6" 'I"x PAINTED WOOD TRIM, . FULLY CAULKED, 1"X WOOD F PAINTED, LICKING BOX E ALL SIDES, 1' " FULLY CAULKED 4" 52" 52" 52" 11"' 1" / \ u7 N N 1 2 3 4 5 6 7 8 9 10 11 i 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 2cm CDRIAN COUNTER, 1"x WOOD a2 Boxes SHELF X-2" 1'-9" ;o M o Co "WHITE", EASED EDGE 4"•CORIAN BACK & SIDESP o 11" 1'-2" 1'-2° ' 11" N iV 3'-2" 1'- 0""" 1'-0" N iv BD 34 35 36 37 38 39 4o a1 42 43 44 45 46 47 48 49 50 51 52 53 54 55 ss 57 58 59 60 61 62 63 64 65 66 =O 67 68 69 70 71 72 73 74 1 75 76 77 0 78 79 80 81 82 83 841 05 86 87 88 Ln _ El ElN - B PLYWD Lf) 1 "x WOOD " CING 24 OC ALL BACKER 04 N = r = ;o N '- r� 89 90 91 92 93 84 85 96 97 98 99 041 _ ❑ P1 P2 11"x11" P3 PACKAGE P4 P5 PB -�N 1"x6" PAINTED WOOD - CO 1"x6" AINTED WOOD DIiJCovt%r%U rULLT %,AULRtU SCALE: 1/2"=V-0" 1 01 1; ARCHITECTURE - ENGINEERING 3210 S. Oscula Ave. OdandO, FL 32806 407.325.3550 www.eliteunivemalarchitects.com O Cqr Apht 2017 EN" U"haad, U.C. AN Rights Raaad. CONSULTANT PROJECT A W LLJ ch H Q � Q Loo° W �w0Q r rT , M� J LL LL �a0} Z00' } 00oLLU cM Z H cn �a �i J W iNw'r' li Q i U) J Z 0 J W ,4 Andrew Andrew SecNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 404 Elite Universal Job No. 08009 NURSE AID DESK - LEVEL 2 SCALE: 1"=V-0" 1 04 2cm CORIAN COUNTER, "WHITE", EASED EDGE . • 7'-0" 6'-0' 1"x4" WOOD DOORTRIM . PAINTED AND FULLY CAULKED 2. z .WOOD CHAIR RAIL, J PAINTED 1"x6" WOOD•BASEBOARD PAINTED AND -FULLY CAULKED I NURSE AID DESK - LEVEL 2 "=1'-0" 1 04 1'-2" LEVEL 1 CAFE SECTION G WOOD TRAY RETIBER ____.__ __._._ _______ ...------ _--------------- .._...------------ .._----- ________ .._....__ _____ _______ _.____ ---------------------------------- ---------- ------------------------------- - N ABOVE TRASH RECE DTACI.I 14"x14" PENETRATI INC d' 2cm CORIAN TOP AIS I PRC FILE SIDES 6" PARTITION WALL WITH WOOD . 4, 01 d LEVEL 1 CAFE SECTION G WOOD TRAY RETIBER ____.__ __._._ _______ ...------ _--------------- .._...------------ .._----- ________ .._....__ _____ _______ _.____ ---------------------------------- ---------- ------------------------------- - N ABOVE TRASH RECE DTACI.I 14"x14" PENETRATI INC UNTERTOP, 2cm CORIAN TOP AIS I PRC FILE SIDES 6" PARTITION WALL WITH WOOD . 4, 01 � I ° D mm 4 BARTOP WITH 4w DRINKRAIL m CORIAN TOP AND IDE PROFILE O SIDES SEPELLI WOOD PANELING, NON -LOAD BEARING STRUCTURE. STAINED & CLEARATHANE 7-10" 4" I M Y2" WOOD SHELF DISPLAY I 0 FOR CHIPS, GRAB & GO I CONCRETE BASE, I 5" FLOAT FINISH, STAINED 11411 AND GLOSS SEALED I WILSONART PLASTIC�� p. LAMINATE TOE KICKS I a 1. G :d Q 4 a - 6" QUARRY TILE FLOORING AND COVE BASE.!�L�x— — — — — — — — — GROUT SEALER 1 f I ....._ .......__ _____ ____ _.___._ _________ ______._ _________ ____.__ __._._ _______ ...------ _--------------- .._...------------ .._----- ________ .._....__ _____ _______ _.____ ---------------------------------- ---------- ------------------------------- - N W W H ti � Q M 0 6" PARTITION WALL WITH WOOD . W PANELING, STAINED WITH CLEARATHANE. 1"x WOOD SIL &Y4"TEMRI=RED GLASS, SANb �n J u- u- �z0 BLASTED, ACI .FETCHED, OR FRITTED GLASS. 10-011 H O uIn U `n Q00 Cn WILSONART FLASTIC.LAMINATED . PLYWOOD S ELVES, 3" PROFILE+. — 11 O Ltd 06IA405; — BID >K,4 W �. x 6" QUARRY TILE - FLOORING AND COVE BASE. GROUT SEALER SCALE: 1"=1'-0" 1 06 1 LEVEL 1 CAFE SECTION o I o I �{ c C� x>4 I■ � 04Ll I ■ \ 1� , ("` w n " y. - -- - - - - - - - - - - - - - - - - - O R co SCALE: 3/8"=1'-0" 01 N6i18AL ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteun iversalarch itects.ow O Cavft 2017 ek U,iw,W, U.C. AN ' hb PA -.W. CONSULTAM PROJECT A W W H ti � Q M 0 UOoLL W W0Q Ju- M J u- u- �z0 H O uIn U `n Q00 Cn 6" QUARRY TILE - FLOORING AND COVE BASE. GROUT SEALER SCALE: 1"=1'-0" 1 06 1 LEVEL 1 CAFE SECTION o I o I �{ c C� x>4 I■ � 04Ll I ■ \ 1� , ("` w n " y. - -- - - - - - - - - - - - - - - - - - O R co SCALE: 3/8"=1'-0" 01 N6i18AL ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteun iversalarch itects.ow O Cavft 2017 ek U,iw,W, U.C. AN ' hb PA -.W. CONSULTAM PROJECT A W H ti � Q M 0 UOoLL W W0Q Ju- V1 J u- u- �z0 H O uIn U `n Q00 Cn U) J ui L.L.. z 0a _jC/) J_ Z 0 W J W Andrew S �er, PA AR0016658 (Ft) REVISIONS: # DATE DESCRIP N 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 405 Elite Universal Job No. 08009 4& ARCHRECTURE - ENGINEERING- INTERIORS 1336 Hawthome Cove Drive Ocoee,FL 34761 407.325.3550 www.eliteuniversalarchitects.com O Coppi�Il 2818 =Lkdd7M, LLC. M to Raevwd. CONSULTANT OVERHEAD STRUCTURE OVERHEAD STRUCTURE OVERHEAD STRUCTURE i RAMSETIREDHEAD TRACKFAST 20 ga. METAL STUDS EXTEND & WITH 314° BLACK D TRA' O.C. RAMSEVREDHEAD 314 BLACK I ,16' O. AST RAMSETIREDHEAD'TRACKFAST ATTACH TO STRUCTURE ABOVE ATTACH TO STRUCTURE ABOVE WITH H T BLACK TURF ' O.C. WITH H T BLACK TURF A' O.C. ATTACH TO STRUCTURE ABOVE ATTACH TO STRUCTURE ABOVE WITH 3/4" BLACK PIN, 16' O.C.20 ga. METAL STUDS EXTEND & 20 ga. METAL STUDS EXTEND & 20 ga. METAL STUDS EXTEND & } RAMSET/REDHEAD'TRACKFAST OVERHEAD STRUCTURE GYP BD CASING BEAD 1-1/4" 1-1/2' SEALANT, TOP AND BOTTOM TRIM TYP BOTH SIDES. F1 718" METAL STUD G1 TIB' METAL HAT CHANNEL 7(" H1 7/8" METAL HAT CHANNEL 20 p. METAL STUDS EXTEND & 3" 21(4" a (, = ATTACH TO STRUCTURE ABOVE 21 a ` WITH #t4 SHT. MTL. SCREWS F2 1112° METAL STUD G2 1-112" METAL STUD H2 1.112' METAL STUD 16"O.C. 3314" T METAL STUD 4" 4" 4 21(8" F4 3.5/8" METAL STUD G4 3,516" METAL STUD H4 3318" METAL STUD 0 D2 m 4-1/2" 4-1/2" 41 "' 6" METAL STUD G6 6" METAL STUD J H6 T METAL STUD 4-7/8 35(8" METAL STUD DUROCKr. 1 { EXISTING WALL INSULATION 1/2" PURPLEBOARD WATER RESISTANT PROJECT 9 8 1 7-114" LE6 6�.l' METAL STUD 5/8' PURPLEBOARD WA ER RESISTANT GYPSUM BOARD DRYWALL ABOVE 48"AFF 6 GYPSUM BOARD DRYWALL a � � Y 5� OVERHEAD STRUCTURE FULL ADHESION, FULLY TROWELED c� \ ;: p 1� SEALANT, TOP AND BOTTOM FULL ADHESION, FULLY TROWELED � � � CERAMICIPORCELAINTZLE 20 �. METAL STUDS EXTEND & L—' ATTACH TO STRUCTURE ABOVE r� ~ W ti � WITH #14 SHT. MTL. SCREWS V1 �] LL $ Y RIGID INSULATION 518 GYPSUM BOARD DRYWALL 7/8 2' 20ga METAL STUDS, 16" O.C. 2° RIGID INSULATION (R-11) 1 1/2' RIGID INSULATION (R-11) U O Q 0 _ LL 314" BLACK PIN, 16" O.C. 112" DUROCK CEMENT BOARD UP TO 48"AFF Z B" BOND BM LOCATED FIRST 'l RAMSET/REDHEAD'TRACKFAST 5/B" PURPLEBOARD WATER RESISTANT @ � � `�v % 2° 20ga METAL STUDS, 24.O.C. 518" GYPSUM BOARD DRYWALL 111 0 Q FULL COURSE BELOW ( r� GYPSUM BOARD DRYWALL M 4 (n D STRUCTURE REINFORCE W/ 4" COVE BASE TILE LJ_ i 8 p. c 1 #5 CONT. AT 4" CMU AND i'- / 518' GYPSUM BOARD DRYWALL LATICRETE 925 WATERPROOFING a 0 ° I I 2 #5's AT 6" AND ( r f ` 12" ON FLOOR 12" UP WALL LATICRETE 925 WATERPROOFING * 17 ON FLOOR, 12° UP WALL FJ Z 0 D LARGER. r PARTITION TYPE E. 20 GA. METAL STUDS AT 16° O.C. POLYURETHANE BEAD POLYURETHANE BEAD F-{ MSI �o LL U n BOTH SIDES BOTH SIDES Z 314° BLACK PIN, 16 WITH ONE LAYER OF 518' GYP BD EACH SIDE. e 9 ° I 518" USG GYPSUM WALLBOARD RAMSET/REDHEAD TRACKFAST' Q -1 PARTITION LIMITING FIRE STC 1 TYPE HEIGHT RATING RATING �^i/Ij a � E2 101-9" - 35 PARTITION TYPE 0: 11/2', 20ga METAL STUDS AT 24" O.C. E4 14'-3' 40 PARTITION TYPE F: METAL STUDS AT 16" O.C. PARTITION TYPE G : METAL STUDS AT 24" O.C. PARTITION TYPE H: METAL STUDS AT 24" O.C. WITH ONE LAYER OF 518" GYP BD ONE SIDE. E6 15-0' 40 WITH ONE LAYER OF 5/8' GYP BD ONE SIDE. WITH ONE LAYER OF 518" GYP BD & FRP ONE SIDE WITH ONE LAYER OF 5/8" GYP BD(DUROCK & TILE ONE SIDE 5 PARTITION TYPE D PARTITION TYPE E PARTITION TYPE F PARTITION TYPE G PARTITION TYPE H F� XXX tit METAL T FURRING STRIPS 24° O.C. 20 ga. METAL STUDS EXTEND & 20 ga. METAL STUDS EXTEND & GYP BD CASING BEAD GYP BD CASING BEAD GYP BD CASING BEAD ATTACH TO STRUCTURE ABOVE ATTACH TO STRUCTURE ABOVE od TRIM TYP BOTH SIDES. TRIM TYP BOTH SIDES. TRIM TYP BOTH SIDES. WITH 3/4" BLACK PIN, 16" O.C. WITH 3/4" BLACK PIN, 16" O.C. #� VERTICAL REINFORCING #6 w L RAMSET/REDHEAD TRACKFAST RAMSETIREDHEAD TRACKFAST s - ` � BARS FULL HEIGHT IN FULLY a a " GYP BD CASING BEAD GYP BD CASING BEAD GROUTED CORE AT 48 O.C. 20 ga. METAL STUDS EXTEND & ZO ga. METAL STUDS EXTEND & ATTACH TO STRUCTURE ABOVE TRIM TYP BOTH SIDES. TRIM TYP BOTH SIDES. (n as ATTACH TO STRUCTURE ABOVE ATTACHETO SSTRUCTURE ABOVE WITH 3/4" BLACK PIN 16" O.C. PORCELIN TILE \ PORCELIN TILE > .J a WITH 314' BLACK PIN, 16" O.C. WITH 314" BLACK PIN, 16" O.C. THINSET ADHESIVE THINSET ADHESIVE RAMSET/REDHEAD TRACKFAST7. RAMSET/REDHEAD TRACKFAST RAMSEVREDHEAD TRACKFAST 112" DUROCK CEMENT BOARD OR 112" DUROCK CM'NT BOARD UNDER TILE PORCELAIN TILE, 112" GREENBOARD DRYWALL 112" PURPLEBOARD ABOVE TILE z 5/8' PURPLEBOARD" PURPLEBOARD THINSET ADHESIVE O W WATERRESISTANT DRYWALL WATERRESISTANT DRYWALL 112" DUROCK CEMENT BOARD 52"AFF 2 S1 1.5(8' METAL STUD 4- 1 7 Q 1/2" PURPLEBOARD DRYWALL ABOVE T4 3-5/8' METAL STUD g e PLAN FIBERGLASSGLSREINF. PANELS FIBERGLASS REINF. PANELS R2 2112' METAL STUD C3 o COVEBASE 4 0 S2 2-112" METAL STUD m a 4716' 4718' 47 Q 518" USG GYPSUM WALLBOARD K4 3-518" METAL STUD ` K4 3-&T METAL STUD R4 3-518° METAL STUD a 4-7 _ DUROCK�, a a a S3 3-518° METAL STUD /8" "? q)DUROCK _ _ ,�DUROCK 8 8" CMU 4°–O" 1/2' DUROCK CEMENT BOARD 4"–O. 112" DUROCK CEMENT BOARD DU KITCHEN SIDE KITCHEN SIDE 114' x 1 0 J� S4 4"METALSTUD \ p o V A 15/ Al2 7-1/4' K6 V METAL STUD 7-114' K6 6' METAL STUD 7- R6 T METAL STUD \ 12 CMU 7 S6 T METALSTUD 7 T6 T METALSTUD 1/2" DUROCK CEMENT BOARD 48 -AFF OR SEAL WITH #14 SHT. MTL. SCREWS u. 112" PURPLEBOARD DRYWALL 5/8° GYPSUM BOARD DRYWALL ATTACH TO STRUCTURE ABOVE 20 ga. METAL STUDS EXTEND & FIBERGLASS REIN. PANELS BAT INSULATION FOR SOUND FIBERGLASS WITH AD CAULKED ELS FIBERGLASS REIN. PANELS WITH BEAD, CAULKED ( ) SEALANT, TOP AND BOTTOM WITH BEAD, CAULKED " BAT INSULATION (FOR SOUND) BAT INSULATION FOR SOUND 1 13_ 3/4 BLACK PIN, IT O.C. ' FLOOR STRUCTURE BAT INSULATION (FOR SOUND) RAMSEVREDHEAD TRACKFAST ) ( ) , a BAT INSULATION (FOR SOUND) 3/4" BLACK PIN, 16" O.C. ( r / T QUARRY TILE BASE ' e 314" BLACK PIN, 16" O.C. RAMSEVREDHEAD TRACKFAST BASE: 'AS SCHEDULED' RAMSET/REDHEAD'TRACKFAST LATICRETE 925 WATERPROOFING Andrew SecNer, PA 4 4" TILE COVE BASE: 'AS SCHEDULED' 12" ON FLOOR, 12- UP WALL ( 314" BLACK PIN, IT O.C. AR0016658 (Fl) BASE: 'AS SCHEDULED' 6' QUARRY TILE BASE BASE: 'AS SCHEDULED' / RAMSEVREDHEAD TRACKFAST ° 6" QUARRY TILE BASE I/ 3/4" BLACK PIN, I T O.C. 9 PARTITION TYPE C: 2", 20ga METAL STUDS AT 24" O.C. LATICRETE 925 WATERPROOFING RAMSETIREDHEAD TRACKFAST \ POLYURETHANE BEAD O9 LATICRETE 925 WATERPROOFING \ BOTH SIDES WITH ONE LAYER OF 518' GYP BD ONE SIDE. POLYURETHANE BEAD 12" ON FLOOR, 12" UP WALL \ REVISIONS: �1 LATICRETE 925 WATERPROOFING BOTH SIDES 12" ON FLOOR, 12" UP WALL POLYURETHANE BEAD J POLYURETHANE BEAD PARTITION TYPE A :CONCRETE MASONRY UNIT BLOCK WITH POLYURETHANE BEAD BOTH SIDES BOTH SIDES LATICRETE 925 WATERPROOFING # DATE DESCRIPTION 12" ON FLOOR, 12" UP WALL LATICRETE 925 WATERPROOFING 12' ON FLOOR 12" UP WALL 03/3tA7 SUBMIT S HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL. BOTH SIDES LATICRETE 925 WATERPROOFING 12"ONFLOOR, 12'UPWALL //// /,7777 12" ON FLOOR, 12" UP WALL i- 8 PARTITION " LIMITING 'FIRE STC PARTITION TYPE S: 20 GA METAL STUDS AT 16' O.C. PARTITION TYPE T: 20 GA. METAL STUDS AT 16" O.C. TYPE HEIGHT ANT RATING ,/ %'. -;% „ / ��; �/ / / :/i i i i; i / i /% i i „ i / % i// - R RATING BASED WITH ONE LAYER OF 518' GYPSUM DRYWALL BD EACH SIDE. WITH ONE LAYER OF 5/8' GYPSUM DRYWALL BD EACH SIDE. PARTITION TYPE K: 20 GA METAL STUDS AT 16" O.C. PARTITION TYPE K: 20 GA METAL STUDS AT 16° O.C. PARTITION TYPE R: 20 GA METAL STUDS AT IT O.C. A8 11-8 ON 4, DESIGNS , & U 0902, 49 WITH ONE LAYER OF 58' GYPSUM DRYWALL BD EACH SIDE. WITH ONE LAYER OF 5/8' GYPSUM DRYWALL BD EACH SIDE. WITH ONE LAYER OF 518' GYPSUM DRYWALL BD EACH SIDE. Al2 18' 0" 0904, 0905, 0906, & 0907. PARTITION LIMITING FIRE STC PARTITION LIMITING FIRE STC DRAWN BY: AFS 6 PARTITION LIMITING FIRE STC PARTITION LIMITING FIRE STC PARTITION LIMITING FIRE STC TYPE HEIGHT RATING RATING TYPE HEIGHT RATING RATING ' LIMITING HEIGHTS AND FIRE RATING MAY VARY TYPE HEIGHT RATING RATING TYPE HEIGHT RATING RATING TYPE HEIGHT RATING RATING 10-0. T4 14'-3" 40 CHECKED BY: AFS DEPENDENT ON GOVERNING CODE. R2 101-91 35 T6 15'-0" 40 DATE: MARCH 31, 2017 35 K4 14'-3 - 40 K4 14'3' - 40 � 14,3. � � 13'�& - � K6 15'-0' 40 K6 15-0' 40 S4 14'-3" - 40 FIRE RATED WALL 0905 R6 15'-0' 40 � PARTITION TYPE A PARTITION TYPE K � 15� � SHEET: PARTITION TYPE K SIMILAR PARTITION TYPE R PARTITION TYPE S PARTITION TYPE T A a� 500 PARTITION TYPES AND DETAILS SCALE: NOT TO SCALE 01 ElitsUni Universal — 14ER-268 PA19.4-4,0114 NER,2w I ,;E& U.L. SYSTEM NO. CAM 184 U.L. SYSTEM NO. WJ2019 I I I " , ,__,_ NER-258 COW INUED) , Diesign.No. U41.9 - Continued fforn U419 - CLOSED PVC/CPVC PLASTIC PIPE THROUGH "I'll I I I �i� C-.vPsomSoar4* --- Gypsum pariels With beveled, square or tapered edges., appited vertically or horizontally. Vertical Joints , - STEEL PIPE THROUGH CONCRETE FLOORMALL LEGACY REPORT /:1i 2000 November 0t,2013, .tr cio site ski" of $b , Uds Vwt , ical Jrtlo in adjacerit, layers (trialdlaypir ARMITECT.IRE - ENUNUMNG - INTMIOM I 1* I 111. cents,rial, over s ids, and slawered one V -W toi* oppo, "N ftsswd�Juti 7.0 COIRMTKINS OF USE :�. �yslemt,G, shaft wags are limitecl fw t" Wwftw systairs) AegIlered cars StUd,cattetty W Holuo"be"d9elotow Ars! 1336 Hawthorne Cove Dhve OR BLOCK WALL 1 -HR. AND 2 -HR. CONCRETE BLOCK WALL ASSEMBLY I ditillims, or a ft horr�ZWA ler4aws on," ,��W.IwttalY�io.t!�,,Ae�6dMkbeb,ft-k bvdsoIfmrMrg� I I I I I 11 I I 11 I I 1, .0d not he'stawwad, KmzwftI a . . Ocoee,FL 34761 — - I : 11~1161 butt Joint$ on Opposite sidos of studs rie Ige joints and hortzorptat butt Joints in F RATING = 3 -HR. T* Nationall Evaluation servimcommiftftla,01;;#*� in #wr underside Of stairs, 0�e� "Stair SOP -e), Nonbearing Wall Rafinrin - 1, 1, A or4 tk (Son. Items 4 & 5) si,stenis) sag � I I I I I I I 11 I I - I vered a min of f2 in, The thickniss and ourriber of layers for the 1, hr,,� 2 hri, I hu and 4 407.325.3550 - ------- I a - lay- ,O- Me 11 I F RATING = 1 -HR. AND 2 -HR. I 0WAOMWagiorial0fto I - btlil;`l- are - Ion= _r 1CC Evallisation son I , 11 Nmytticienitt"awdWitietarC�tMeteo-0210"W poloF�;uwuswt)WMHSflaftftrbbwsystem,ftsttiw T RATING= 1 -HR. AND 2 -HR. I ft"011, Inm , I T RATING = 0 -HR , P*fiisW0ffh*jPQXMmWwRsod,Sa11oA, DozencitomAititaniv,352ISs Mi)50W in ft report are alternates to types a tre-re"ve 4, Ammblydftated�npwagrap�Htnayt>-,Useoto I www.eliL-universalarchitwts.com I . , I .11 I I I , , I I wwwAte-ft.ora , FWg�WWO#iW44MI~Fb='%!$WRW4COXftC*Z'ft,WO,ew,aopm-�wm �6nfiUtKa�.$P$Okdlftt�3,*IWSOr-A,Na*�WiiO,SuilO-�9 protod tt�. Ur InIrtz0ow"tIteds, ftwimataidw , Min No.01 Min , TOP VIEW SECTION A -A FRONT VIEW SECTION A -A I Coft the 19M Standard SWIdift Code: **� 199WI99Q shiarts) or wtwii, a two4vur -womlaTmornbreerwak I . Stad tAyeles lbkn% of 0 COWW 2018 EW Uwar* LLC. I - Rovi4ons, and #* im unfitarm suilon I"tl*-odarKiisn&.Partofagw)Owiagorroatgg" - a Thkas Insulatimi I Ai fthb paw"Id. I � I I I — , 11 - Q2 (5) ------ IV— � - , g Code mth iwo 1. . , t T ftfirito, Hir I Lewis ;Z, M1, !-2r A" 2f. of panel (irtost 4) 1 ssemhy�Thissyslemisdvstgn losuppW (�)I& 1-111% ---- jiwto�- ,:,';_",'�11.-- � A i.egacyroportanewpownwwwaum#gco*mm,ffw,tS"10jbxwmouoavcooewnblonm"ORWASIOTMI ACwWati,m$uopbMord,wb,mOWth.etOO,**=4ftM,, o' , I - � -1 I .1 dellid,wilight,onivandshoi,ildrot , unef'.*'arsome ,r, " — IIIIIIIIIIIIIIIIIIII CONSULTMT 2 #W I"$ Uafft" auoo"g Cod#'* with I "O Accumulative Supplepiont , i \ , 11%. \1 I �� I " - �- - 1 3-1/7 1 laryor,!V8 in,, thick optional A t Toe rq)od dries. not pidude struami evaluation of is an aftor M above, or arly Pmt**tY Of SW390, ,--".a, 1�1_ I - - ". - .." _ -,;�",�',- " 7 1 1 .. _--_._-_71_ ' - -11-- ... , _A.; I --- I I -, , _______<� liVisproducuilsted. 11 I I 1 2- 1P. 1 layer, 1/2 Im ttkik 1-1/2 it," 1 W$lioNv 09-FINISMS I I I .1 - ieubitto to periodic re-ex"iriettion, For - I i 3 — I I 'Nis report is I I � I A Secffom- Q$VA-Gypsom soard Aeasommiots &, Two~ Cavity $ban Wait (Neirdead4loming) 2. MootA%W I I I -WS I [to \�__ I _ 44andhwt,laritallointsirtmetal-tamed I mbrittabon on the wrata slaw of this report, -ftct V* I I W�n j I I , ,141,,114 int. thick optional , . shaft pairelt , ust be, ciestediWith trlc�Et_ . .. . .. �� 11 , - _ I - I � - ,:%x-, &�,K �` � I �.�?� ._--_:1_-1.___. - - I 1`�' -11" , Optional - ..". T-looh - 2-51PAQ0 wet wft coreboard m .1 . I 11 I :: I .,.�11 ,�, .z....,:, I I -We 2 layorn, 1JZ in, tt", ... I... I , REPORT HMDRW i, Two arld one4jelf ,Mciie, otlifturo NO I I symmm, metal frsmiRg'v I . -, - . I 11 , , -& - i I 1-1 1 ". . It ,X Am and calling lurr-Ar, \ =&*, i � 0 :,,� ,,,, " , A. : I I -I , I" . ", '. . . , 4_11, �* k �-� .��,'v, , - . .4 '. . . . USO CORPORATION \� I.. ., , 2 1:�5ffl lJoyors, Wit In, Mck Optional .? .. . . . ;650 WOST ADAMS STREET 2. One+-&*-Mh* SHEETROCK W4M Gpitum Uner f Ift'� 2 3-ifl, 1 layer, 314 in. thick 3 in, , . , , .1 , .. . CHICAG0,ALLINOISON1 Panels 24 ihOhO$ VAe - r*sW#iyAd0Ct1ffW4, 1�� 4 1 � "I. . I — I I / __ .. � .� " , . , . , "I '. ..i . - 11 I r (� �� 1-4/4 3 layersi I/zlm twit WIM01 , I . . . .. � EVALUATION SUS-1ECT! 1 Wrilmum No;.Z "up U$G Steel C -H stud, Smvm * �: I ,� I ".1 1, 1� . � I i: , �, . . . I . - retraquinod lo attaM skidto ruriner-E-shaped sbOr . - - .1.. I . I .1 . I . . 1, Fluor am]CeAlio --- (Not: shown --- r,or tise With Item 2,- cl,Arariw stoped, fatalcood from, man �5- K"'K, 3 I -SAI ,2 layers, 314 ki� U" 001101141 I . I 1, I % I - I Ae I 0 used W dosure parieft at 40 wags ormfurrms', I � I - : , , . I - I I I ; P , ". I I ,, g Romwirs -) , - / UW Drywav Shd partillon Systame , , . . . . �, rtaffasion-plo-erherf steellixytin depth to arzommodge sturl size, with oetri'l. Te'4 in, Into k*s, adathed to 11101317 wid Ceiling with 11, I Or itil lift of ", eu*� iP V rurmsertir " It eid:* end � ''", ".." 11 .. ":,I r w... . rasteriers 24 in., OC maK� . 3 , 11- T .1 In. kk "I , __ - , - - 11 . I'll 11 . F'. j � , , - - , , , * I 'Jz�: T , , - , ww - , - - I � 1.0 WWECT I 'I " ,� � ". . _D: �4 I '11-1 - . (z ." 4,10yers, 518 in, tNCk ,�. , , I 4 1 Sla Optional �4,. I I , ir - In lieu of IterilL ..... For use W tIV;; item 7F3, p-p-taity, 1<��� IV- , ,, ", , ,,� I . IA, F,iramkpTwepAws* - I;kw and um ing Runner, --- Not s1hown / I ,__ " i U11 I " , , I -i, , _. I I . �, , I , * - s_ - - UW tirytitw shaft Paruw Systems M�F���I= . .. . .. , r. ., citannel shapPA:mniter ,)M ift:deop atactleclAolloorand coding With festoriess 24 In. OC oiox� . i I 1-flis -,, 112 in, thick I .. "'' . . . 4 4 Wer� OP"ortat , I -�:- -�:, . - ,,,, .1 __11 _ _. I., . I , 1 At: I " ,., , � '40asto— , a , " MAD W � , 1.r, MAD CALWAMIGA; EXPANDED WYAL PRODUCTS Go ... ~25- Track 1 4, . , , I ., I , 24 PROPER'fYFMVMCHEVALUATX)NOSOLtaHT Gyps- atmoist a- I , I I I. -Ill. I CRACO MJFG INC - fontirtIrack'- 114 =1/2 , , , ,,, 1 2 laws, VA lmllflck z 'I,, - ...I vlll .� I . t , , , - i" f'� "' - 1. __ � ... ..... . e'. .111-11 ... 1-1 3 Fire ftsislanae 0, Bass 1p�. %-rirlch S"rFTRM FIRECOW �z ai�,. , , - , !, I - "� I'll , MARIN01WAM, DIV Of WARE MOU51rRMS INC - Vlper,25- Track I , I I I , I : -)2, ]PC AR_ SCX, SHX, WRX .. TYPE 0,or 1v ISHEETROCKfIRECOD& k; tif ,. � i CGCUW:- 1/2 In, thick Type C, IP X2 or IPCAR; WR,C, W4 in� thick Type AR, C, LPAR,JRXI, IP 11 'IS i,r I L A I 7yox4yoump-01 11 . iyr '! 0 ..... t", ': ,� P1111111ps MrIG co L L C - Viver2s"' Track or VW0/4 lo� *ck Types.TPA3 or ULFRACOM I sWPWWftWy1#W0� I ,;.! �;, " I , I I I I I I I d - DMRVMN . 11 - �;. 11 -1: ....1. UNITED STATE19GYPSUM,co - If2. itv, thkkTymC�1"?,.1PC�AR a Wit , thick Typ . - I . � v " . I � . , ,, C; 519 In, xt SCA', SGX, SOX, WRX, llir�Xl, I 9 .� " 1,11 - . . Inch 0- I � , It, 0 - J�i ng Runner -- Not shown' -16 liad'of Item 1-Foruse. t - , , AR,.:C, WRC, FRXG� . 11 I >-AR, IP XZ, IPC -AR; 3/4 In. 11"Types TP,X3 ca ULTRACODE , .; I I - Type'S wvtie; 24 incheson aerilarm 001d � -�n With I em M' fetary ,; I , , , ixW I 11.11 , I 1. FLOOR OR WALL ASSEMBLY: - I .:,; .."; CAVITY SHAFT WALL SYSTEMS end At Sao,", 1A . ?i , I dalowshaped rootimrs, 1-1/4,in. wide by 3 -WH in- deall fabrIcAted from min 0.020 tn� thick gaiv deal, attached to 0 . ow, and .. - . I ;,,, I � � I URG:110111F)UCOSA DEC V __ LIZ lnr.""-Iypef� IPW� IK-AR,orWRC� 5/s fn� thick Typit All, C JP-AA,1V`-X1,JPX7,IPV- , , -i PLAN . ,,� j P11 -AN I , , , � I I ir� � � � [", :Finish layer, 'I, -inch SHEETROCK FIRECODV (4) 4',! . It s I 00 � ... �� -�i -.1-7 , I calling with f&sterw.s, spaced 2,4 in, OC max. Pik, S0c_-(k,'WRY,, W9C or; .V4jnIbfck. Tyrms IPI -X3 or 0LfRA(xx* A. 4-1/2"THICK CONCRETE FLOOR. � b. I � - I A. On"low0aft Sbalt WAR lNeipload-Soarlinil) Type C or *1,hyd� � I "I'll I . ,Skilf-DIFt , F11RECODE" I 11 , I I B. ANY U.L. CLASSIFIED CONCRETE BLOCK WALL. Type X.gypsurn palmiliii apow veftak or � ..... 11, . 1, 11 CMWA)RMA EXPANDIED UffAL PRODUCTS CO - ~20" Track I . I .1 � 1�� �� a I I mu?m No. 26 1 .1 0 --- Vi M____1 e I �, I MARIPM/liaAff., DJVofWARF INDUSTRIESINC --- VfW20 Tmck 5A. C,Vpm,m Roard* -- (A5 an affinwotp Itant 41 - rV8 it,, thick1,24 to 554 In, WU*, applied t"V01111011Y as the outer WrO I. 'two and one-hatf-ineh-wide: mini I'll 11 .1 , , 1% I . I OWXP wrizontasy and W,teictod vot IN, Inch Type s 14 I , �� ..... I'll, �, tf 2. 10' DIA (OR SMALLER) STEEL PIPE, OR 4- DIA. L A V 7 flow and --- V..; '- -11--...", 4 . . - .1 PHIUIPSNIFG CO L L C --- Vlper`201" Track one side a the an-embly, "ecured M AASCAhm III Item 6- I I calling turmerv: : 6 11 - � . � � d m-aws at 12 mdm: M, Center, A fWd and at & __ 4�il - - - __ - . � t .1 . - .. 11 . I 11 I I . , I :, i.i 4 , INC -Hx. I I I . V. edges � 8: indlets from ", bobmi, sind",lws�l I 11 Ilii,� CGC - Iyprt,4� I I ". 9, It, W, I I Men ewod verhmiliv, the joints toust be - _ , 11 -harx MTF.D STATfs Gypsum CO -Type'FRx-G, Sim , , - '. , fli IC-Framiag wintietiers- floor and caiirq�ntmmsrs- (Notshownl In hell of Itan 1, - Chance! s ed'attachodtaffortr I . I t.,qft,�34�'fle,$ftwioo-m4qewattach,fmnt� . * 1ii , MIM M, , - 0 I 1. CONCRETE BLOCK WALL ASSEMBLY (1 -HR. AND 2 -HR. FIRE-RATINGX2-HR. SHOWN). 2. OnOvip&IANcilk SHEETROCK W.Ad Gylwxn Uner (D . .1 :a) � I I 1. 9 3. MIN. 11' DEPTH HILTI FS ONE FIRESTOP SEALANT FLUSH WITH '10351, - .- I staggemilvitith th.40yets in ft be" 6 -yet. — . - 11 _± I , — 4 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: 1, -e I I I I , * � � 11 and,celling Withfasterters 24 in, (X� max. USGUMCOSADECV - Iype�SHX� I 11 I � I I ... � le., I . - . . (OR SMALLER) EMT OR COPPER PIPE. A. MAXIMUM 2"DIAMETER PVC PLASTIC PIPE (CLOSED PIPING SYSTEM). -3. Mjoldtwarth!0,26gat�i � I VA Joi I tits and WL,w haw I s - -W layer 'Wq are . , . I . I � y ,.�, ALISTIPUL & GYPSUM PRODUCTS 114C - Type SUPREW Framing System geVSGSWC44_d I I ,, , - Spirepys , .. . I 11 I 1. na : to afteichietud,to, I 1. I 11 E su 11 I " 1. I CONSOLIDATED FABRICATORIS CORP, BUILDING PRODUCTS DW ... TvPe SUPREME Frarnim System 58.GVpsptn6Wrd* -(Nat Showt) - Ason aftermor-W Two 5 wtterijuied asti* taw laveroo one rx-both strie." ctf:wag 1 1 required Meet. "ft finished Wth SHEETRCI�K Joint TA00 ,", I . I I ::1 � - I 4.1/2"BEAD HILTI FS ONEAT POINT OF CONTACT. B. MAXIMUM 2"DIAMETER GPVC PLASTIC PIPE (CLOSED PIPING SYSTEM). mov be: Mad for Closure panels at, "d vmla Or I SYSTEM A SYSTEM a QUAIL RUN OU"INGMATERIALSINC .... Type SUPREME rraloft SWerb w1lart 5/8 In or 3A in, thick. Products arespecffiod� J�ra:dlroct attachment only to steelstuds Itom,2A., (rot to be, used with Item I I I � - , SHEETROCK Joh-it Compound WhiNc required Ipr I I ,11 - Nom 5/8 to- of Vvlo� may lo� ur44 in.'shawtv in Iteml, W I allboard protiticticit on raidt Side of Whim , be psed ing aftentaw to all u's I I . I 11 I 9 3. HILTI FS ONE FIRESTOP SEALANT: , ral, OVX Writers are use(I at and. valirl, thit: decorall" purposes. . SCAK-0 51 FEt- STUD NMUW, FURINIG CO ---- - Type SUPREME frAtegrg Wotan Wall table, Nom,WS ln� or % In- Wick I lead: I badaid gypsum W , W I -tapered edges, applied vertically; I I 11 I TOP OR BOTTOM OF FLOOR OR JUST ONE SIDE OF WALL. gypowor liner is fastened a. ow 10W wok 1*01cb , I I I , utle. ith beveled, s,quare or I Al A. MINIMUM 5/ir DEPTH OF SEALANT FOR A 1 -HR. FIRE RATING Typ is S sae" 12 Inches onpanter.) The H-Slection of . '. I . 1,; : STrrL CONSTRUCTION SYSTEMS1W - Type SUPREME Framing Systorn =t!c�IMJV in staggered inhi I dud cavity an oppitall3a sides ofstuds, Gypsum board secured to 20 1 1 1 1 MR -258 11 !Zr ed over a , -12 1 ,- I Wel sxzews I W 6 in, OC at I Perin I tel -m- afid 1-1z frt� 0C in thewdi To I C -H , stud normally faces:41101t, 5- Firo Damper (oplianal) (not shown) - 1 % hew mftlri�� � . Pago'sof, 0 "I'll I UNTIV-8 MUTAL PRODUCTS INC - Type SUMENF FraerningSystem A I= 2A zut ; lor rit Ty.j* S War: J B. MINIMUM 1-1/4' DEPTH OF SEALANT FOR A 2 -HR. FIRE RATING " fire damper aricased in 0. W, W 99wilia: I I , be ust-A,W01ittad Batten Strips(sLellem U)�vrILftd,DIW_1;arTobs (iteelteln 12), got I vanizedstwoe, msWedJri,84S:,W4tMiiWetX�,% I I I . 4, A, ' Is* ,' USG SHEXTR IRECODE*" - RAY -MR ENOWERING COW - Type All -M, , OCKF , inch ho. cipoiftq tamed Win E -Studs aid J_ . I . I 0 ;. I ., 11L now and ceilloa,pumters� - (Notshown)-rof'rim with Item 2A- Channel edupped, fabricated Iturt,min 20 MSG I I I , - - veftogy-wilb 1 inch I I . __ I 11 NOTES: 1. PIPE MAY BE CENTERED OR OFFSET IN HOLE. Type. gypatimparims; irmlago Rlneel�rs, No. ,t6,,~9*MrkWs", 114irem I ;11 I � . I I C?Xfxs�art�prqmcied ougalv, steel, min derach to accommosimedurl Size, with MW,r I Iki� low logs, attached to ficturand co. linii I , � . I I . 0 . I I I I I � * , ,. - I Type S screws 12 fi-I&OS M cerites in leld at-& at, X lr),t kith" - �, � � � . I With fasteriers spaced max 24 in. OC. . I 11 I I I I mounting angles are aftated to Vie ....... - I , r,r -- (For U I - p nok , I , -Gyp , ur, sla in -thick,, 4i; to, wide, Gypsum ie, , With 1 2. ANNULAR SPACE = MIN. 0", MAX. 3-1/4". S: 1. ANNULAR SPACE = MINIMUM 3/4', MAXIMUM 1-318" 1 1 1 , sum Room* , so Wifft Item 29):Rattft Lim"d to I Ho , , I . , "I . , NOTE 009" - a 41OVes froll top� "Wri, ondodtit, Joirits I'll, I . darnpie, $1 <"l fam I ayw sid 0 1, Of, #.* Wall "I 1 I I eew . the 11 . ''I'll 11 , T . . ... "': � I I I beveled, square or tap-odedges, applied wittilr^ at hortayliagir. (Vartw , traii P15M car andscrawhoadsane0ireishadwith SHEETROCKJOW, arounda4viftsofowelsevaus! 20r,chlonghlb, . A , i , I i , _ " - �, , 4 Apo -) - Ibe gy b duttlbitindallvd 1 3. MAXIMUM DIAMETER OF OPENING = 14'. 2. MAXIMUM DIAMETER OF OPENING = 4-112" 11 , , I . IV , , TV, 'i I I 111b, I IE. riumirto membetrtil- floor and Cewft Rmitriers, --- (Not � I 'A - I I f l., f. , r I 11, - )a to I r - r: boaril, ;;y , b dswettabe Tape and SHEETROCK:JWA tomp&A* oil this ply, , , oWmA, As am alternate to Item 11, -- For usie witit lbaos.X, 5F an. oadi suka of the studs, with 1. in. Ic,,W'Tvpe S m;ted sumiscrews-V.aced S in -M, darting 4 I ,.froniftedgeofffieboardat I when required for doccirst1wit purposes, I loshootsmo�w2inOtotm�,nfto:end,wW6*tdies �', I 11 I .� (TI . .... I I I or 549. or 51 only, diffooddlaped�101WKIPtod front rim, 0.015in. (min bare ts eat thickness) galvanized staril�irttaicfied f - #at vertical Wow and 12 In. OC stilltiott 6 I., from Ifteedge of the board at the center 4 ead I I pwm off . 1, ; - eners 24 !it, OC, nm� I -a - - 11 11 I ct&�, The, -murdiri; anglelmust to **$)led swh that _J '. �. V_w�_. 17'�� 77 and,ceilloo with fast sewed to the tap and bottom track Wrffi.wt_ws spacerttl In. Wstartiot; 4 tmlrran the boom edge, I "dinmrs Ivill flat I I 11 .. - . 'i , �.. I I I I . I 11 I "..; " I , �_, "netrato 11 ". I I I SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS it "'.. f .. UNDUO both the " MW the traCkift tho Nerfietifoc. VWtWAI Joints We tCKW,=-otMe1l Mff:studs, and staggered W.� , � I � 11 -TIOCIVII I --- C aimstud cavity on oppowlealdes,of. stoft, (tiorizantai Appllcatiu"�i -I'lle opsum bowd,45 to be Installed orreach side of the 9 'I .�, ` READ :: ... Ct^11001011. MUDINGS"TWi, ,DPMfRAK - I - �111 --_-__-r . - � 1. - 1111011118 I. 1, C studs, With I in. lontl Twe _S coated steel screws VaCed 9 10, Or- starting 4 In. from ft edge of the board at Ute vertical: ad HILTI, INC. TULSA, OK I -M -879-M HILT], INC. TULSA, OK 1-800-879-8000 . . (7 11 0, - 17;J OMrC - ilmIRAK v- : I Paw 2 of $ NER-20 , . . � I I I I 11 11 I I I , gas .1 I I , - � � .. I ... I,!, � ,�._ 11 ., and,12 I I . I I I I I I - I I I I I - . I- r,� . ..... i� - I-- - - , I , HM BUILDOW SUPPLIES INC -- PrdrRAK ImOCnimling 6 In, rroor theedged the board attte caftiJer oremzhbo4;rdtlt� 1, I" d-, we to be secured to the . . - , , . , t ,J)'' I - -,�, I'�:., J� I I [ I . I , ".. lovand bott-out baclic irwl sao%w S , I left sholl nat We � paced a In, OC starting 4 in-fiem The board I niefiabathrough . , , .81 I I _J � Z � - ,,- ,�,i V AW SM -ES L. LC - item PmIUAK - same , - , ,r,��'zn , VT d volumn, t in . . I . I a on ovedep, of ttwl 'we# of r& Iasi than I irmh is mairitemed, E. Tlere"oper C,vvky Sftft Wid! (Nmd*ad43*�;) , � �� i I - :1111 hottithestudand theirtickal'the litme. AllitorlmniAl joirft aroto botharked m outfirixt unti.- I A I � , ,,� I'� I 111,11-11 ,i - I ,� SOUIPWA9YERN SIMI at COMPOW-MYSINC - PAIrk" the, rim Resistive Directory, . A 1hew4es atti.sei:ursdlothe framed pperilloo,vftov'sairoo, "" -71 �q ,t: -, , �1. k - I .111.1 _ , - 0�._ �,-�, "" _1 ,,, � � I " 1� -FUM SYSTE- US L L C - Tri -S, WaTW type ot , 24 " ,at � I I 11 ", 1 SIT EL STRUC CGC INC: - Type,5M , (2 zow#s on each, sidet origita 3 il em It"0111, I . I 1 1 1 1 1 , G -C , �Wa arto orra�iaif,im�h,vvide,xneqimum W, .25 gauge, I I "I 11 -l- . P �1 1. 'T.; asten end., 3 semm ar each headvind'sig, arvis WM I screw "r f1wr ard MOV'ruvw& � I I l: I . ",i 1 I I� PLAN UNITED 51AT05 `YPSUM Cd t- Type S ,X, 9CX I - , i� ;r I �, tj in #* camw ao ,,at eam WW I Vichas, from er,*,)� �, . . _, - ._ m , �,, I I I .1 , �,_, i .... I.- 3, I I ,� , I - in kao * -- For use with, lbetm, 2F, proptiotary USG MOUCO S A OU C V - Type I", . I I � . "I , 2� One,iocivifilick SHEVROCK brard Oypsurn Liner . , "I 1, I'll "I . I , mer 1 6 __ ..... I .., ... ..... � tf.:, firam.1ing MendwW F400ir 404 reiting Rur --wshown , fIe5toa I I I i a. 'rw*44wrC"ty4twftWalt.�Ager'notim(NqnkmO- I I Panels 24 Indles ,M* - 14* screw at I achment, . I I I I - I . I chatiriel,shaped runnes, minimum, wM t I o accoon xidate stud size, with L- 1/8 w. lot* iegs wiicated from min oms im (min I . I I (P .... � C11 I hare metat twimm) ON steel, aftechod, to floor and miltv with 64wim spirced 74 in. Oc max, ---- (As 00 allien-fate to Rent 5) --- 51�.S, ln�,th%kj, 4,8 III, Wide. appliedvAnk ly or WA2oftbitty, Secured a's , . I �-_ , I 0 li. , 5D. Gypsm" BoWd* at I , I a -Mo I � I , ;�� --) SUPERVItUDBUH-DING I 9 3, Momium W_ 26:98up US0 'Iftel G -H stud, Screw% .... �?,� !..!.�;, .1 ... I PRODUCT& - -me Edg-W described in item 6. W usit with Item I ard 2 only, , ' . ;,� ' ' y i "it 1, A COLUMNS, NONCOMBUSTIBLE e-stitIped studs (41�!' , �A ,I 1�,l UNITED SrATES GYPSUM CO I --- TY0 USM 1, Two and oae-hielf,lri&��e, minimum W, 2$ gait not,equired toa&C6 sW6 to rumw'', V . 1. '14; �_, , I'll, I .- t I 1, A , E "*** 1�' _-,.- � I . ' diosi,ire P"s at end Wall,$ W Qwurnris�, � I �� -�� , ,� - , . I ( I Win mo afou ". : at end I � � I I > ,, ,, -ir"Weg Membeirs" - Fluor WW Ceiging Runnew - For we with ritem 7.G., propirwary chimliet shaped tuorioni, minimum I I I I I (D- I RUE %, I I ,r floor and ceifirV turmers, are Used for I " , said I � � BASE, I . I GENERIC I HOUR . I I - I I liet; of " siud. lvf"r ry , ( a _1_1,1� 11 *- Gypsum "Ard* - (Not 15pnevill - W, oil alternate to item S When used .I; GA FILE NO. CM 1851 " I I :1 , 1". I I , as ths. ba.w layer an we or both side of waft I A I 1 2, Ome-IWl.-,",SHEETR.0CJ( brar, . p$1.101 IIM - when 1/24a. 4 1181m,thick producils are specifie� for dred aftaichment oal,irto-Ardshics Item 2A, not to housed with ftem , 4 Gypielft, Unter VAIRS; the 0 , , is ISSW40ci At ft: ends With 11 - I ; 1 Width to accommoride stqd�siyp aftwiterl it) floor and ceigno With fmtenors,)4 in. OCrim, I I I 11 . I I I 11 FIRE Panoli,24indieswi-de- scarwaftahment i�f,,:Iric�i:Tn*,Sscto*%.�1,21n&&sonwW,)T?mH- I , , . I .: I . ., I gloom WH.DING SYSTIMS - CROCSTUD Track n, Noralmil5lit im a" kad backed gyMum.pands,with beveled, squamor-tapeled edges r1a , I I ., I I 11 I I , _ , applied vertlrally� Vertical 1writs I , I , , , I I I . I GYPSUM WALLBOARD, STEEL STUDS I I I I 11 � I Secom of C -H SW nortraigy few$ swt I I 1. 1, I I I -1 , " 4 WAterett over studs and Aagiiered into I AW covity rio * -,(, I Pmwr I I I . ,POO!�iWNWI�-112�t-411&�WeIRKWdt�.Wl�-111,,*,St-WS,I thl-1141n.lorilit , Am 3, Minimum No. 2ti gauge US3:$TM,L " ftio, 1 SYS . IVIIIII C - SYSTEM I a Type %-I � (or Na, 6 by 1-114 in, k" hogle he I ad:flne drilka) sted screws Spaced a in, Ot, at petim0ew: arsd I?- in; OC ln ttk flaIrL, 4, Gy9wnipaneI$aft&,0ds**$WAW, I I I I 1H � fktor and ceffing Runners - (WA shown) - Channel shttipml, fabric-Aed from min 0_02 in, gattv sloell 11 ft*ll "Wildth to I I I I _ I I 1.1, - -Or - welcio - One layer 518" type X gypsum wallboard applied without hoNzontal joints and parallel to Screws. not tew"d W attach Stud to, furneir, S� 1. , accommodah9. stud , for use with ShrdiiDed % M07 to I NEWt AANVlEADWIQUffiIGMINC,QMWI,W I i sim" Aft min I fm king legs, - .110d below and Wfic0led fyiirft 0i'M - 04fv, $we , , I' �;-."-;,`. `,4--;;�. I ��. .__ .11 show, I . PaRellta I I - . � , or thick-, attached to I I 1 5/8" studs located at each comer of TS8x8xO.250 tube steel column with 1" Type S . w � " i .. ... , .....;, �... I I I " . I I � studitare used froemire awAlielis a. saw la I . , 1. " - *" . . .. I � floor and r6ting W" fastener. spaceri mam: �34 in, oc" -ad tD I Hour I � . I of 00lumns, or ill ftv'Of O�H sw- Of `X runnots are 'yet; 11 I � I . 1 , ,� inoM 6HEFTROCA FR, , I - , " , I lypsum , , ... I . . 1 useel at and vvalfs'thit M illier is hastartaclat the, Type C , gypsain few I t , 11 vort-1-104 ot 0, , , , .1 . ., - . I F, . � A , , Sr. Gypsum Board* - (As an ailarrate to Item 5) - rot, use wO RemalEard X and litra = : Y . I � I I .. - - I I �'� I I . 1, . .1 MAIUNO/WARE, DIV OF WARE 10111OUSMES' INC -- Vip&20- Track VT1W, . . Rall orrty��,G .V1 :1 .1 , , gypou ,. I I 1 4. - I , 11 I , Ity, and fastened to Aliested studs With �vpq_ , � I I I drywall screws 24" D.C. Steel comerbead, 1 1/2" flanges, applied with 1 " Type S drywall I . � eods,wm 1% inch Type � 3 screivs, 12 Mow on I hi�r 'with 1: irich Ty(* 3 we" at 24 1 - 1, z I I ; I I , panels w4h beveled, b4tWe or tapered e4ves,,appoeit vertica, I In. ZTT , IS soewti , I I I 11 I .1 W � a I ... I I I 11 , . , I I r �. I I I 11 11* I I spaceel 8 Im CX a" vertical Ovid bottom edges and 12.lm OC:M the, DoW, Vertical Jonts,ces , odoverstudsantl staggered W I .. ... oenter') The fl-strofion cffo�q stud:rarm* faces Imbes W Center it, leld W4 at selaiss, I t �4 �D____ I I - I I --- �.,J 1, . I baft, A �o . I - � .. ,,, , , �1 IN" '" - use witIr -Studs I fibe a "if screws 12" ox in each flange. Joint compound 1/1 6" thick applied over comer bead. r : (f, - �.) , 11 I fruning 1016041CM01- Floor and C , ku--,, -!;h�wm,Aranattpnmtp,f.ol-teml)-�bi , 0tmris A4, oae�,,tud cavity, or I opposite sutar d - Stew dial 48001 sba ,munt 3-518 43. I I , , , . . :�, al I v , : . �, 11 channel shaped, fitbricutted from, min, 0-915 in. (tirm bore a" thickness) oaNanlzied sivel, aftadmed to ft" am o0ft vift UNITED STATES GYPSUM CO -- 5/8 ft thick'T'," . - 4 , . ; �,.' , S",WX I .� Micift layer, % kwh S14FETROCK f4RECOW . 'I , .11, I I F* >,,,Ii % I I I 1, I ti. - , I A 'r .z I .1 . : �., 4, Ona4mAitich usr. sHEETR(r-K I flnecooett-type. 11)"W1 C - I I I #I# appw vwft4y of 11 _;;; ..I, It � I 1 11 W-40 Iftleners 24 Im OC. nw. I CA �* , , , I . 1� , WPWM P'so I . I f , "AV I 11 r, TRUNGINDUSTWESLI-C --- tRUE-TWK- � . '.1 t W s1,403 SHEETROOK FIRECOW Typer X � ... �� ..� Ill , I I - for tm --- and ) . in Palms wit .. I heirtmittifV wft I to; itrij Type S scre,vi; at 24 I— ., I ,, , � ,%, Gypsum mmd* - (Asan althamaia tolown-5) . P With thims."I _F only, Gy re - I I ; - ...... , .? 11 I . I 11 - . Wit 1. , It bevoled, squar I - I . I , I, . . I , verif I ir4sei W calter in ft4 and at edges Men I 111. I I , I - or tapered edoft,zippred vW&-aqWbmU0r0Affy'as swf*d Inthe tow Wow and fastened tathesteel studs asidescribed IIIIIIIIIIIIIII '. I gyPiturnplarrelssipphed caillpandatiad I .1. I I I I I , ,re , d With 1. I , I I - , "", I , I I a I dt ywocalify the Jolms, MAW be steggored �:.--. .1, 2��; . , ,t� i,,�, - faC4vl(yMoPpodtei;u1ftqfd1ids� er"Carl IIIIIIIIIIIIIII . 19T , iochty,possag�watl2k;ch"onmlwinNfd,w,o .... i-�l ----- - ii I to Jim 6-*WttrAlJ6lr�con1e;rW over %6ASiard:,&"oored one st I I , 1, 1. apoe I I . 13'r-raming,mtmlbcm*-f400,t�vw,ce4on,gRunm�r---"Sho,qn"lnopo4jt�--m.I --wtiso.,,Int,t,:itp,fn";?,Jk,cwo , V l)Wrs5 in .. ., - : (�- �-, i�, I arfiacent layers (multilayer syst e) staggered - Jud antfty- florprontal joints. need not im backed by steel framing, ., I ', AliecIgev; -4kcAiss,from ft, tworn end ands- Joints *0 " tut" and finish loyr, #*ft I '. . ,�, t. , 6t ctitat3wit runners, 3�$,% tri, deep attecilled to nuor and uttffit4 With f 24, in, Oc autx_ , ,,, prlaAry I I I �A W I. - I I I".. , striciegir"heaftare linisitedvAth SHE97RWX joi'm 0- � . 4 , I �Pr I Horiz*"edgi��*t�;aww,z*nt&Wt,IOW,.kanow,�"Wmof4odswdr4,be�#�voovd. Hor�atedvwnt%arid CA *4 > ,Cq.,) a . .. I .1 I " 11, I 11 I 1 fdN. . ? ---- --------- -- I 1tl_UNGJ,No1A'1Rff_Sl_ LC - Vlpe,Q,'�- D I , I I I I �, I � , Tom 'aw SHEETROCK 4Qirsi,CWPq0nd on at I 4W 0. floish qiyer. -41 inch USG SHEETROCK . I., I 1A cl I, ;_,� % ,Wk hWV0Vtaf " ItAntS to AoC00t Iiiy0f$i (IMILlietyer systems) st�ed a tnin of 12 "o, flat thickness and ournb;r of 41yo,m for -0 < W :.� I I . . 4, 1 1 111. � .11 : ..� � I tt, V the.2 hr,`5 hr arA41w.fall"Pare asfcilktws.� .4� 0 - . I .. � ?_ - % I 1i . loyer only, tithort TolzuIred for dommum purpoee&l fiRMOi0 Typo C gyps- parielis applied 10" -, I - _4 < 0 1 . . - A I . . I . . : , , I I 1, r I qc* or hortimially:and'amthad vAh V1, N I . -.-.--.., � f,� r PLAN Gypsumy Board PmeWou on, FAch Side of WaH U 0 . � Vaitcal )&A rtitist be stsoored on opposite SOM d ve, . : ,:IT �v I - * - floor and Coling Runner -Not shown - In, lieu of item f - For we With ILM 21, Timpoewy . I '* , � " PLAN �;,F,fte I 11 I . I r.. I i .I Ax, Framing Membeirs 0 LL I I rl I , the Wags. Inch Typie S ware" at is inches M center in, GIC 11 ,� .. i -114 In - I . . . , I .11 .11 _ �_. "__ 1 cliannel shapeci furtners, I - Wide by,T��Jrl Im dealt fabricated frornfutin ri.m.0 in, thick only died zaarblia to floor arid IV. 1. I �i'. ..'�: c,- ',� 7_",7T'7;_, _'_'�:�'" ., - � . , .. .11 I I I I I , � 11 I �-', 11 I 1, �. I - _44 irteld andat. *do-, 8 O&WO, ft -m t0li, WIOM , .11 . cefling with Witepers spac R4 ip OC mate. wSuld Ner. AA Lavers "M Twals of. ..� r ZE z , I - ( __ P-60%, Depth, in. &I'luddlem 110"atioin .1 1; 1--l'... r , Z 01 Two-Houir Caft shaft Sound W"'(Northud. am ands, , � W LU I 1 I lit�STG,otirarwl I I Z .�. ,., Ift1INGANOUglUt" L t C - Viper20- Track Rr Item"2E olipaind (1-4) n < � � I 11 � �. � - (n 11 ,rIular,*ywerlyanafirtishad .11, I-- --1 . Ist 04 W� :>: �J 1. I 11 I " z layem, 1/2 Im thick Optional Jawlarlditcrewmafton , I . I'V-1- i 14 1. - - 2. steel Studs --- chiow %hapoill NbricaroW fivin min 2-5 MSG: tMmAon-pr0octed steel� oft depth as lrxlrcalr_�d under Item 5. 2 1.5 1 1 o I - 'a.,M Isommy �q Compound systems Wier required I& dewrabw 1-1-- sWM a max of 24; Studs to he cut 319'm _if4lft. Less than B, , height. Fire Test: UL NC505, 77NK1 747: 1. Two and orie,4wir-indi Wide, minimi,rm Nei. 25 gau" wAhSHEErROCK.to-w4TVeWWSHEEIPOCK,10� la,,w__ �q , _J LL LL 11 6-13-77, LIL Design X528 'J, ITOW lard cislingrunweIJ I I s, BASE 2 I-va z lavers., Vale. thick Optional (A < V . .1 I I I I U a- d 0 p0q)"Alt, 1� I * . I -1 I I I 00 Qfre-inch.ftck SHEETROCK brarid Gypsum Uner I I . I I I 2A. sted:Stods - (As art ofternatie- to Item Z for usewith-Iterns So sr� 514 and 51) chilow. stxlr�ed, fabricated front min 20 1 1 I I 11 NOTES: 21 Paneiit2iti I Mhats,Mda - no wmw artachment, $oiMAWVEWrS1V1AFtSYSTEMs I 1, I . . I I -,cw -W I , 3 - Lizin , aoW a fwx of i6 I I 3 I 1-vil a loyere, IP In. thh* 0001101 Of � . p M$Q osion, 940W or WV steel .-min oeptf�, so , in. 6c. gtW% frittior -fa into loorand'elfft 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. I 1. I 11 I . , I ;, ,, I, t I I 1 2 � d . �., numers, Studs to be cut 5/8 to 314 In. less lition asse'robty height; 3 1-5/4 3 lairem 5 , 000" � 0- , ,18 in. t" I I . . I _11� 1 13, Minimum Nim 26 gaur USG Sleet! C-14 slu,d,� Sanims r. Tw"40UP2.bwhswidGypvjmpm.gt.wn(N.0moad-I sysum s, SYS"Nf IIIIIIIIIIIIIII C) ILL 0 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURERS SPECIFICATIONS. . I I I - 11 I "I'll I 1. 4 IMS/a 4 6W. -it,, 5/8 In. thick OP11-141 HI to required tqattacbstud W runner, E -shaped i" 1, Beafto) I 2B. Frami" meniettem* - stew studs - (As an aiteri-Aw w Rien; 2,For use with Items 5C or 51) - PrWfd&v theirtriel cl) z 3. DO NOT SCALE DRAWING. am usliad la, dosture, portals it and valts or colprims, - shaped studs, a- WS Irl, deep spaced I rpax�of 24 fit, QC� Studs to be Ca 3141n less than the assembly height and kiltalled wah 4 1.5/4 4 layers,112 In, thick optimut! 4 �0. L0 < I I I I . 1 4 o0olgisuarC-Ka I lud. (ff'.r rurinem,arecsied aterld 1, NO, 22, gou" mew WV1051 MR -70 a Y, ir. gap bet'W"n thawdathe stud and tra& at it*, bottom Ofthe we#, for dkper, attachriterit,of gypSUM board only. I A 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT wwCADidetails.corritinfo �W:"*Rstrmisfsslorvidalth en#,Wh.lsii,� I page 6 of C, I I CALIFORNIA f"Aft"1Y MITTAL PRODUCTS CID - VlptT25- 81 thkkI,vpe C, 1p�X2 or lW-AR;_V9;h, thickITY 00 U) - a . , "011MC - 1.121 PeAR, C'Atr-AR, 1p�xli_1?47, loc-A, "CX SHX, or; 314 Im inch Too S Sv,o, I � 12 inch n *~ , , Z One-ttaff-ir�chUgGSHEETROC�KFRMOMTYPOC � I 11 - lirrartS - -I'Ma'", . . k ,�, I , _ , !Ws , eso �) The + I I I CPACO WO AM 5 , tud thick T'Ves tl>�X3,ur 01 , . , SwAori of " VA'd 6; faces &-left . I$ laminaw, to we panals vft� . 1 04 A REFERENCE NUMBER 818402d. . , any =R=g TypoJoint Compouriti. - I 1, . MM1N0/WMC_91V OF WARE INDUSTRIES. INC - Vfw;15- UNITED STATE$ GYPSUM CO - It?. im thick TWe C, iIi-V., IPC -AR or; Va in, thtr*, Type S"_ 56-9, SAM, III -XI, AR, C, � I I , - ., I I FRXG,IPAA,1P-X2,IPCAR; 3/4if1,th!ckTypesW.X3rxui:TMcooE - V 41 One and me-hatr4mil thft USG THERMA, FIBEIr � , , .. 1 , t�, mlniAtawft � . . pull.1.1" itim rot 1. C - Vlperz,v- ' , � I i I Scund Attenuation Wankel. 3, or*40h USG wEdgea , ) ... : i MEXICO S A I* C V - 11�1 in, thick Type C, TP -)L>, M-ARor; 5 ypourn Coraward 2 liw ( � . U% , , JO In, thick TypeM,, C,1P-AR1 IP X1, IP -X2, IPOAR� 11 I � I'M SHX I I I : S or; 314 in. thick Types IP ,X3 ot; ULTRACME . I . ... I inch iside, (8010ment - N_0_�,2 glu" langle, I I(* . , , � ; 2C, Framing slerrililers*.- steel Studs __ Not-hown'. In �Ml,ur ftem:2 ... proprielmy c1larmeishaped steel A110% min depth - I . .. H (`N� UL FIRE—RATED SYSTEMS 5, Onst-helf-inch SHIFETROCK FMCOOP"Tym 0 or Type 8:--). , I 1. i :� 11 iiii-irich. SHEMOCK FIRECOOV" Type: X gypsium I "Ill , I I I'll I . � as indicated under Item li, spaced, a max if 7.4 in. W, fabricated from min 0,Q0 In, thick: galv#,AW, Studs cut W8 341, W,',V4 fm ' Q . - I*rOicst � i I I Sh. Gypsum Boarf" - (Not Sham) - (As an alternate to Item 5 when Until 45 thebarm layer Oil byte or both Wris of Willi " '. == I I � ', tasis in leinuths thrin isserwy heights, , , Panels appiled veirticallif ard'Aud'isd via 14rod, 14, N&M, saw mettat ap'll"t . N, , F "sku .__j -- ---- . wnuo SMor 3J4Vn thick pfaduds are spWined. For direct attachment onty lo.sted Auds Item 2A,,(not lobt used with Item 3) 11 I I ----- - . CM.WORRIA FXPANDED METAL PRIUDUCIS CO, - VV"20- .NW15/0, or3Y4 in. may be used as alternate to all 518 -or w4in. showri it,. Item: 5, Wallboarti R;,t n W r-.,Xh side of Well I I � , �_ � UL DESIGN NO. X528 Type S wows, at 12 iod"'on Center. Joints and I - - "I ,� _,� - , .� . I I ; I I I 11, 11 ��J . I ��T7�7 --- . . I . ,� I .1 gyp I W I . -VerrwA V screw hailift are hoisheil vvith SHEETROCK 4olot An allematift aeftnibly sequence for r aboW ... ".. I I I NAIUNO/WAAE� DIV OF WARF INDUSTRIES INC � --- ~20- tolo� Nom,5/8 ",314 in, thick foad bailred, rin partels with beveledsquare or tapim ed edipts� applied-wahmily, I ITape ano sHEMOMJolot Compound on outer Vilhm construdon lit firmedto am*c&w 01'"Pitam , toffAwftairiatzromwat, 11 P01111M WG CO L I. C - Vlpin2l) Joints4imAered ever 20 MWstael shAs and -;hxigeroel min I shat cavity on urin� Wallbawrl secured to studs A . fayer only, VAert, lecialred for doctorallve, purposes, I I : sjoaj 'r runrom We anchoredlo 11 _ W-q0r.i*04*--m .-- With f-114 ra, ionq Type S- I 2 0 M scTews spaced a in. OC at perimette , % , and ==Id. Gypsum boalld secured to 20 1 1 - I pan , . trwSwIft Mwstwl du& ltvm 214 with 1-1/4, al-kino Tvpie$�12 stiietwem spar.M 8 In, DC at I Perimeter and L� In. oc inthe held, For 'cw 'ad floq=rjz with suitatile aftailholents at 24 1 - I I I I ,',sas, � Vierm in 04 tat" la I I ,01,1,w I I ....- i :2t).ft,ananovxptbo,s*-Stt,,�ist�u&,-tnllt-uaflteoi,2.-Chm :,,4t4p.edstut�i,,rtifndt,Odiasitidf taider it 15, loint Compound we Item $I To be used ymb to , M I Balton Strips (- lban 11A) orLead Dis- (- item 12A). , yer most tw, stagw "" . . . I .. I 1-_-11-0%tsrM,I.A~ I ", with The verficat ontsin t. -O Orgill layer. riers:ftwen o0eimict �N I 11 I .1.111-1111111-11 � f ffi� OC -Studs In I--, art 314 in. lietis Ow asgeanlity hejqf�, , L on I I I if , I intihes ortoelowt, If �0 run . I I I I 1:11, . :1 I I I . 11 ...- ,e.. .it I spared a. max.of 24� wrictrate, 4 24Wh-by-2-4Mh:'0 norw Is Used to \ , ,. I � . .111, ... : ", ,,, ,lis 11 I I I I , MAYU; 1000s fRUA, INC - type X-" Shielded oypiram, � '� .. 11 . Ment dwiliefsat 24 inches an oenter , rr - m 711_t_;_ - � � Type SUPREME Framitno Systern 8, AG RC,1 res: a" . I I I Ifl,411 , - .� I I . I ! I � V hoozontally and, aftchied With li,-M panttaacl Id I I I .... : .. !PW 1 I . I . CONSOLIDATEDTABRICATORS CORP� BUILDING PR I ODUCTS DIV -TypeSUPVEME1RamIq0 System 151, GVp%wn Roardik - (As analternate tolbern 5l - Wirt, ,,$/S III, tmckgypsumpsoels Wilh beveled, squar,�,,or tapered edges I r I I I - �, I : I I - a sorfAits, - WIMIAW w8essmocicenoto J; QUAIL RUN WILDING MATERMS INC - Type SUPREME Framing System Installed as described In Itam 5, Steel " ritiramum depth ,*A be aeI Indicated In Item 5� NI 11 - I I 11 I . I 11 11 rwa�omlv,=Nm I �: : '�0!*TIEULSIUDVANUFACTURINC.4r)U- TypaSUPREML-FranftSystem I S I I . SCA" - Typp I-, I'll : 69421W , ULY I I , . I , aniiqmvftw�,?I�ft I I :v I , I I , , I SWEL CONSTRUCTION S"W"s INC - Type:-SUPR, EK. Ft 401ing:Systeas UNITED STAW"i GYPSUM CO --- Type UlA S, areiarm , , 11 , otedto onatimof !irich coreticiardwitftell AW0"fNM=sRAW , - .. .. I I FMOME"s--com .irm-em -_ r I � UNITED WIAL PRoDUCIS INC - TypeSUP"EJr'M,W0qSVstera LOG ME)MOO SA IW, C V - Type ULX I POWER -ACTUATED FASTENER 24'O.C. aTftM,0i&veL""_ I I , I I I I I � I I I � I I U) 9 (VERTICAL 600 lb. WITHDRAWAL - I � , I pavllofs I I 11 I I so . I 51. Gypsum boar4l" ---- (Not R%iowri) - (Asan alternate to item 5 Wheo wsw as ft base lay,eq oil orte or:NAb sidi�s of Wait , I'll --- - -- (Not shown Man *t*"e to Iron 2) - -I" taretwitti rum W 9T 5a or5l only, , 9 HORIZONTAL 350 lb. SHEAR) - 11�: � 2E. framing Members* 1494 190045 , wtiel 11�. In, or 5/e in tiftick pro"In are sIqw1fled, rot dired attachment. citily to, rifed studs Tlent �.A, rot ta be used with.lu",, UJ A I channel shoraxi dids, min depth as Indicated under rtem ,*,, ki or 5i� fabricaw'from min, mavi im (min tore. metal 3), Noto 5/0 lei, tfliok Lead backed , I , . I thickness) galvanized stetei, spamd a mox 424 in, OC, Studs to. -he cut X4 in, losisthim assembly wot ltypsurn pariels. With bevew, square vitapiered edges applied verticeillty ver0ow Joirit.t.- 1; I I HOUR ASSEMBLY 2 HOUR ASSEMBLY vorksil i"s baing ofte at lisit4k 3, looft. Joints K UISG Ceivily Shaft Wag for TW641*uf Horizontal I I ,-entwedrwef.v.w�.-�and!-,rzggere�mfilistiwcovtyonow.,Ato.:40e�6fsm&���VATzw;T�,w(,umdto,4 withi-i/4m,long C) CL . , , , rieednotbalaped-firtishadortirside, membransormwmantatowt$h2aftbMwn � I XTAW)MAIUCK WILDING SYSITW - 0) ProSTUD Typa,_�i2 steel I I 4 steel scr,owuswed alri. OC at pefluietiN and 12A 1 n. Or- In the field, Lead When stnIts - I , � I - SYSTEM 0 , I I screWs, gypsurn Pane 11 - I I I U) 4 ., .. , . \ \ , \ � . � .� . DMFCWBS L L C - PntsTuo rmuk ad bettind vet*.Ajolt As .r lead backed. gypsurit wollbow 4 and optiow at in i taining stud locaboo s� Lead tiaditenstrigs- W _J 1\ USG STEEL E -STUD (ES) 11 ,� : - f nin2jit,wide M).t.offl,wvwittieiw.Kthidai�,.s,dCt,.:1416�PW-W(Xtd*f�rAtfst(dsw�daded*dWft,aiW,wMi ,, � . ... — , . . : \__ - .... Pra5TU0 I I .1 I I I - �__ $ 1 Alternative Construction, As an silietriAw for 4i 0 qaa�c;stiy ft same as do%qribed in parewaph 'G� I . MBA BUILDING $UPP"fSTNC construction ;�beiivnaod- two I In. kiart ad sleei scl, 0116 atthe top of the sITIP atid one At the Iii \\ OR STEEL J -RUNNER (JR) - 1. - ... . I I I - , I . I 11 ,\\ I ., r , ,Ypsum =ow I 11 I I 11 I � � I kAMSMcqI.Ix-a.Mpr0SfuO I I I ,TypeS�111pzinhlo , hattom of \ \ , : A I I . tPietabovedescribedoonetructiomi, Impellatc, ,,,peo.fte,ewyem6f.i�,,kmh$HEETR= I - I I . I f . . " TgCgypsum , " 1.11.11 . - , II*sLT* , at by max: 0 - Low �� � I I I I . _., Leaddiscs, norninal 316 in. dia, .085 In, thick, Cornpression.titted.oi adhered Over. the:s",ew, heads, , \ :: N ease of the SSW thldnm and Cars Iype shag be panels, (S"Flourel&H I vs� 'I, - � I ! -11 , g Z < , � : f ! : . I I -,, \ 1 1 11 . w 'SoUlfff ASIM" S100 0 C064POW NIS INC - ProSluri \ \ \ . ossival , M . 11 bwol itivicitscstattavea purity of".,9% meding the F,Mwal .qwrw,ationQQ-t�21)lf,Gtiade:*V, DUCT SURFACE : I d i substituted forlhie, gypsuar panels, Joints trotha fam at " erid of this mmt,) The base layer ietappiied � f i �z - ;VOVOAC�W-TAFAamm2�"A I fAws Iii - I , N ,\\N , , "f", \' -'6 RMIAT,tom PgaTlEcaoft PROMWTS110C - Typemp - Lew tirled arywail i . � 9 1" SHEETROCK BRAND N . � I I ,� . s ,, T_ " STEEL STRUCTURAL SYSTEMS L L C - Tti-S PIPOSTUD : , 1 1 1 layor, other than the iretide 6flihaft-0 d6d porlitions, wer&.4101he bil":: layer dasaftd In item G2. � I L---,= � , -�F 2=��, 0 t \ POWER -ACTUATED FASTENER 24"O.C. ! . 1. 1� ... J Y May be,covwed With , lalwa angre 'i", , 4- .1 I : it UJ I I 1, 4 I I , I 1, I 11 "Ill 11 11 I ,_ : " , I , (VERTICAL 600 lb. WITHDRAWAL - .; I GYPSUM LINER PANE hd the surface to ab", The, second layer is appw'", eat". 0% ft 11, \` 11 Ilikoe. . I - STEELSTUD ociveired Will, amilimum of �4 inah of USG Veneer I I F 010, 2F� fi-1000ing Mealibers?k - Sted Stucie'.- Not shown - In Ilou of ftewz --- proprietarydiamw oww'steel studs, teirtimurn 6� F0,41,11116M.- 0,10t,shown) ... bor, , . : h, .. 11 . . uSe'W" no" 2 and 2F.. TY0, S, or S-12 steet $as*.% used toAttach panels to studs, Obern UJ �z C) H \ \\' HORIZONTAL 350 b. SHEAR) f.". I� ! I .,.: " F L'I I base layer., awsplIbetioiftwe~ 24,60*vid, ,�', ,,,,, 11 I tAxitti,'otsit" � 1: t I .. , I PWWr (Imperial w, Diarpood Interior finish) ait tei,inch type S w -T** -s are, 4 indm on contar� The - w.lim indicalud mider item,,x, L-L,m In. deep labocateii from min axm in, (min bare metaii 01taxwss) valventzeid- eat s , VIC layorwoteum I in, law for W.: mA,.Va in. thick parti*,-w a - im, in, low for �.�t4 In, . , __ I I , �� . .. , - 11 � 11 'e%slrile6qft�ditma beights- , st mias 2) or forrint; charinels (Item �,)_% I . I X X ... --- __ . I - �._ 4___ , I amordaricet With martUfactu,teer'S dkeclions� boar le insitifto porpendia" to the C_ -H Studs I - I thick , , spacedshi. ocwheoparrelsaW,appliedharizontafty, orelfi,orajongvertkAtimdbot,omi� allies 16, CK, in 8 \ Ill : . ., ., . I .... - . - -- I - 11 . yor is 0 I miez;Mmmseiteas I i �3/8 in, to _V4 In., i I vil , - _. I -- I in. long for 1pood . g : 1-1/4 , , �. - ; .1 . JA ,,, I � ----- - __ . :� - - ----- � 1111 With 2ifeitithserswa 12 fthes an OMW, Buftldrft I I I I I 11 . - SUPERSWD Do"DW PRODUCTS 0xill when panels am applied vertically 'Two laveir slirstonisi hfwaw . or W �- ad I TYPE S PAN HEAD SCREWS ....� .,. I , , -3&-- ___ I --, ;1 .-Tuer-doe ,: . . . . . .. , . , . , . , . \ 11 11 I ,: 1 1/4 to. king . \ I .i G. usa CWAW shaft won svisiont ,in fawkyw faRbowaten CxH saxis arid at* sacured 1, \ I In. long for 314 In, thick panels, spaced, 16 in, OC. Second ioter- !,;5jfj In. lom for I/! in., 518 in. tbick parmis or 2-. 1 - - 1. � �� � 4�1 I I I - , . I Avf11`R1NQ1"P"W for,314 In, r" paws, slw,04,14 41, GCW*hsm-w$,Of�.wtgjil,:fmmfffl,tla�w,Owee4ayexsysbmxs�-j-",4..�a"�- lfmlonti USG STEEL J -RUNNER - USG STEEL J -RUNNER ,$,�, " I - '0,01*� �; 5 U_ (]If '.� *, � iite 1144nch Type a saws a 4r4" or, corew, :.." I", - I I * . — __ - , 1. 11 I .1 , I e � I I :1 I i I ,� �- MECHANICAL FASTENERS 1: I ; .11 I s , ... . 1. , .. I I - led Wet- 1-51.8 im tong for V,� in,,, 518,tri-tteick rAs 24 in, ;. I ".. I - . .� I ; I 2 To , sparx,d I I . To provider a firia-re"Ove prolw4p, ta W(kior TmialmerA of witiboard Am and lasteners ,Is not �',', ZG, Frat"i"walbeirs- - Stod Studs - motshowo - In fleu of Item 2 - pi):ipietary cham-M shaped studs, minimuto wift for W in S/8 it, thick P&"- speecati 24 In -Or- Sw fl,"', I I ' - I ,,". , , , , I , I 1111 ". 'M�We I I . - O.C. (MAX) ASSIGNED ce&w or live underside of stalt& ftw�eswry.. I . ..... � I z ; . - . , , 1h, j , or 2 518 in, long Nrato in. thick parlels"'qlace-d 1z Tm Oc, , , . , , , - I"SHEETROCK BRAND ;_ 24 , 11 (. � Indicated under lim 5, Studs to be cut VS W 314 In less thar the assembly height, oc� Ilit ,'r-- -1144t,tbng'f,or�IP:in.,5�".tiildcp,arwK , < ;.: I .1 - - .. I .9 \.... I I �_;. - .... ,. '. --- ifsat "on 6 In, firarn lam below four-lialter S*st*R* First laypr� 1 in, two for 0 In,, 118 in, thk* Penes, spatood a GYPSUM LINER PANELS - 7 -.:� :: ; WORKING LOAD 200 L13S 11 I 1�, ,="lea�,I'iii,toisa I 11 "'I, Irl Sawws or . :� . 0� . � . '. , "' � SIUDW WILDING smms - f_Wx,5ruD \\\\ I ,� '_ , a- ,\\ : . . I , I U,SC;,*Xftx#)�oare000,ae,dtd,94e)oorlg w3fimirtal 11 Materlow . . " - ; . . 1. . 1 24 In. Qr_� Seoorxllayer� I -5YO 40. long for 1/2 in�, 510 hL tbi*.paws,,VaQW 74 In, OC T61fri Wer- 2-1/4 In, long for 112 in, I F I :o .!; . I All " i \ . � ", Y2'SHEETROCK I I . . mls , ; j I 1 I mi*ponels or z-5,10in. tong for 5,18 In. thIckpimels,space674 In, M, Votirth Wer; 2w-5jtt In. I f 4 , .k, 3 - . � : . . � 1. BRAND , via. C4 S_r%xa, I ong or if In thir Panels or .. __ - --- I - . :;. � YeSHEETROCK ...'� I '.. . - and vertical franning, Intersected at ft boulvAirles,of ,. I , 1; I , - \ \ � - , L . --- - - . __ �. _- - - �_ - - __ � 1 .--. 1, !;. .1 . . ....... .. .. - __ , .- FIRECODE C CORE I I I ,�'. ,_ , � I . �' in. long for,118 in, thickparials, SMWA. 12 In, (W, scre.wi; oftat min 6. In, from layer below,, . �: �: .\ � I . -, , ____ I - -- -- � thesseatobeprokeded Tha',rwnrwsarea%w*sd USG:$leat C -H studs are roil forroad frollft ASM A 1, � - _..___ - I I RECODE C . .. - , 1 W_ , - .., : I I ;. __ ., _;;�W - 11 . � IV, � I. .:-, ... , ...... , 1.1 �� GYPSUM PANELS wthe oximiino fietlening members usiry mechanical 626 steel havring 4. mminim *Jd spner,io, 0 34,0W . I \ I" . I I ��P , I I- __ .1 - rnetal Utickness,J galvanbmd st",spacod a max of 24 In, CC I Studs to becut 3,(4 in. less than assembly freight. I I. - - t.; I CORE GYPSUM PANE ....: .�, L SEALANT USG STEEL C -H STUD 0 o (2 HOUR) fastenisrs spawd ale maximum of 24 Inateson I , , I "' 124 , ttz_ 7. Furd" - (CV0 or - yet Sr erns Not usod� S" U464 \ _1 f - - _- -. -: �:�� .... BRAND FI ","' 7H. framing Members*- Istetel Shads - (W)t shown"As an akefriate to item 21) - Fablicated from rain, M015 to, (mirt bart. , , 1 . ,,. I : ! I I ? U Channek ow, rairsfiawo, r single - doulk, W ta ", - - a USG STEEL J -RUNNER Ik: :: '... , t , I .1 11 I I I pst, I 11 "" "I I I I I TELUNGINDUSTRIES L L C ... TPUE-5TUD- . .. %. � . c,anter and having an assillitled, design load ot 2W 11 , L WIMONZWEX11W 74�VNM*r0*1W*1W.3 \ � I (11 HOUR) I" 1, .. . , o I `,,� \ \7 — � USG STEEL C -H STUD � ; I i . I ..." I ; : pounds in either It I heor or pullout, USG C,H studs of r-ment for lam Inaffni; - SHEETROOK SeW,,V Tyl;* I � I M 11 . - ,ti,32 . _ : . : . , ft Familial gauge, am amr. , hod to tho'J" neorairs; st I I I - I . , : � , i1A0M4_16A1,VAt40 I I \"\\, I I , � I" 1, I . I I a. Jaw Tape and contipietood - - VW or caseln'tiry or Piwfaged :laft compound applied "ft two coats to Joints oridscrew ,lr,. � , - \ t I . I I Joillitcompooriell I 11 - 21, framing Members,ii -Steel Studs -Won aftenoW to Itern 2, For use with Itterns5c ot SL)-Propliatarychaimel heads of outer lww,%, Paper tape., min 7ta, Wide, embedded in 0 4. I* ca ind w I Jof , OW Is, . " I 1. � :!.� 24L,rjmw:cenbwbymo�msoftmTypaS-i2, itj� I 11 : I !WAu2ai7AfV*_1VAAr)WA , I yw of over AW at fits of MAW er Pam I \ \ \\ . - __1. �_. I : .! �, 13-wh par,head., I I-- tofrah* I � , , saft , .11 11 ,� I I I - - I I stsatecl studs,, 3-518 In. deep, spaced, a trax 0 24, in, OC. Stu& to be cut 3/4 !it km ttton the asim"ir h**)ht and Installed witt, Pwort�ip,eawwtmnpmmdm4vyboonvftdwhwqypsw,apwefsamsWiied.withasqtweedg��. a \ I ". �__ - 11 - I . � Sao" , theise o Or- For, ta" arid sea ift - SHEETROCK Joint I I I I I . I I . I - I . - , __ �, I t -:.! I - ,no 0 -- . , I SYSTEM 14 a V, in, garl betwean ft end of the dw and track at the. bottom of the waft, For Mrad attachment vIr gyprum. board mlv, � V, --- �-, - � . --- , 11 ; 11 40sures. " " I ;i �, ;: m4�-;d: . . oftheenc. conwsoftonclostire,whichdo Topsand15HEETROCK.JaidCompound, 1, - --- I J : 11 I I 11, I I . - - __ � . - I , I . venein-orstutsio, W ", 3i ! frot intergea exi mee, - . - .0goiremeas -, i3rick vaoser attached to stws with cmrut - w m, wall - � - - xv_-_- _7 --- f lunnaralastairrodlopther**MoType I got tow I '\ � , I - 3- - , . ln�� � , I I ", franting am built up 0 mo'x Tf_-11.1NG.INOU%TRrfg I- 1. C - VIPPO.'s- 9. Skiing, Brilckorgtucce --- (optional, not: shown) Atuntire ild WE* I no tbf" - - I , %trylorleel, Ing, , -0 \ " I1-- _ _7 :_:--�7 � H7 _1 i�� % I : . - , , S -11z 1,4nch _ , regife" 4 , ofJocm corl0awni,itei, installed war gypsurn panel. I , SHEETRMK FtRECOW is, a. We I I I , 11 11 I I \\\\\ . : panhilad saowsal:24 inchad,04 Center, VWT 'trademark k".Tvp.XcW0 * I odlint , - L4", totx$e 'N_ X'SHEETROCKBRAND GYPSUM PANELS ' I, I I The: ,,,,, paritel'Typecia, 21, firwrolao l4colbers* -Metal Studs ... Not stitwin - To 4ev of Item 2 ... ptoprietary channel sliaiwd, steel sloft, min depth ties attadiodixrwj�iswd with steel sci, not more than each sixth ofbtick� , _ , I Al SHEETROCK METAL TRIM FIREGODE C CORE - 3 LAYERS �,; � H studs attliftitaried to the "JIngmers 00 previously 0,USG Vaidarruerk for an Improved:Type' 11 , � SEAL r , , 90000 U ,i�,ind"t,Wuiidoflwn,li�sp,scW:8h'k�W,f-,�,4:i3,,O(;f,�Mi�gedff-MnVnf).f)20in.Uitckgatv-�bael,S'h�&f:Lit3lgiii.Wal,41s, 10. ca"Adog MA Seallonts" --- (Optional" 1,101,51row") ---- Ahead of armst" serAW applied arivial Ow, portitim pprimater � . I ACOUSTICAL SEALANT ; 1. deambed Cnermd�*Xh SHFEETROCK, brand Typa C panels my be abaltited for any iy� X less In iiaxi!116 than asiembly, WolVft for sound writro"_ . o Gyptamill*wParielsy 24incIftswida, isinsiatistdw ., I 11 I by the wde� provided ths, :1 I 11 gyp- p- p-ftd TELLING INDUSTRIES t L C - vipom- A CORNER REINFORCEMENT 2 , I ; tneifftoorwostofilfteanciosuretwMinthe siotsafthe pisna� thickness is the same, I I I UNITED WAY": GYPSUM CA -- Type AS I I I (JOINT TREATMENT AND CORNER BEAD) . 4211 C-i,i stuft P46 Wow aftachments am fieqlgrea� A Where the Gypstern LinarYanal intersects The 'J* 4.0 INSTALLATION 3, Wood Structural Panel Sliteathing - (Optlialo, For ti9e. with Item,5 0*,)- (Not -Shovat) - 4 ft Wide, 7[16 im thick I I. temi saeums ftips, - (Not shown, For use with bare 59) - Lentil bodon stripsr min, i- i/2 in, iside, max 10 ft long wrdt o I I I I I 1 furaws tigaireettlite oxi-stiling horiterslat sioNerverlical orlerited stmod,board,(OW) or 15�32 In, thick strIsdmal I sheabitint; tplywortif) comptying:Wft DM P5-1 or PS7, or APA I I I I 1 1.4 ksimjqq�, 1%4ri Type .5 Affews are instaliect ata USGDry"tshaftpamw,sy$wmgtwbein$Wed caroled muthickhea of 0,125 in, SW4)% placed on the alted0f 14M (A dudsaind attached from the eAellor taiceof the stud With two I , StAw.04, OW -109, "'Noodured with oxiertor glue, applied b"ortafty arverticetfili the stool .1irds, Vertical )elm In, ,oil , or U* strip and ore at ttw bottom of I t I hestrip. besid batten strips to matdmrit of 12 inches 0, renter, in sword'WrAw9ftihe fro raw asserrittly dertaft aid an stoilk and stiatirerixf ano.sbxi spamfrom witlibutard Joints, Attached W studs Waft fid -head sell-drillbittapplog, sciews witti Q Type 15-12 Pon l=t-T=111%:111k`:t=, Q - I - I I � I I , I I - - I have 41courfly of 99-q% Q -1�201f, Grado'C, Lead baftenstrilm requifed behind tj -0 11 other itIftlinallon contained, in this rep,ort� ,a min. hew dism- of 0.2g2 in. at Awilmora 6 in, OC, in Ifte wimeterend 12 fn� OC to thellefil, when used, ladeiw Wwft I I I I I vertical . Gy . I W gypsum panels Incresited by min., 1/2 In, I -kod gypsum wallboard (Item bli) and optional at remaming. stud locations. Required befitinel vertical joints. *1 � , psum panels are attiedied to the, itiderior surfooes Joints of load beic I of the * I tesing in the roarrW requtrod for the fira- .5.0 IVENTHWATON I Andrew Sechler, PA I rasislfve rating ashoow. 4. Nam and Blatrikeft* - (Required as Indicated under Itern IS) - liltriai-al Wool betts, friction fitted between studsoorl IIA, Lead fintolin Sit ^ (Not Shown, For Use With Iftern 54) Load bittletri strips "xillitio. wiffia I ,, 2 Im Wide, ing am FwA parials am hat*d in twopenel I 9POWS and, rirnriers� Win nom thiciotioss as OdItatexi under ltemr5, See Batts and Blankets, (OKW or BZJZI catogorks for names of nz; plaoRid M Me face of studs and attached to Me shud With two min, I lri� long inin,Typa S-8: Pan I A � 'thickrIessi of 0,140 im S, . I I I I AR0016658 (FL) ___J I, ono -hour oxtatruction WrIsists Of Oft War of si,� helt bound wkh a rad� wh -ft Paid 1 hit I - blift WRA P-40 classifed compantets. boaddod lwaws� one at the top of the strip and onalaftho bottom of thitsmp or with one Mtn. lia'"min.lTypes-apan I SHEEMOCK FIREC I I I . head &led Mew at the top ortha strip, load brelten Artiste have a purity of I 0q,". modint; tho rederalspeciff.ca"On QQ-l� ���� � - We Type C gypliumparrol$ 08splaffion printed W lhe,*a, �Itu, Grades �A, a, c .0 w. Lead baften strips required behind vertical Joints of lead backed fi ''I'l"''Pwm.l .1 -Hertut"LwiTtakviertitw4ciint I 1.4yosum wallboaftl arid opbarad'at @ apoifled, 1W.101MIC , 4A. Bans, eald Wanliets* - (Optio") - PWcod insh4cavWets, sAvIgless fiber ornstieral worrA Irtsulation taxintiq the UL fe"Infri ml*xis- The parietite we fassened to each C -H alud . , 0 stad locations, A ,. SWETROCK VWO Gypsum Uner Panels are classillicaum Miefliliv: as, to sorf" Stimang Chal-4clitri%lics, arwor Riv. Rvslst� see Beftsiml BhwAuds (OKW oir Sz1Z) REVISIONS: I and arid 'J.' runnersvft. f4rich Type, S sams U atiWed: cir6ursefied Jo, url' I uidles on rutriter in thet, field and 1, a edges. Joints and . ft wM eind bending. The catevoill" for riamesd Classified conipartim 1)� teadDism or labs - (,Not Shovin, For Use With, Ite 'AS) - Used In. Ifeu of or Inaddition to the lead hatoral strip,- Cuero # DATE DESCRIPTION I 11 I - I .1.1 tam artictack paw is green - The I langladwe are I . 11).of O,Pftlalat other loWlkirs- Max 314ln, diambYlotts:6.125 ht� thkk: -"dis�,-C*tr4ges�AotiRttrdcn-adfwtodove,,sW� ___ . , 1. . 1. . 11 . Paw wrapped mid two a �rincti b"ain:10p, and - Continued next column - I I , , , 03131/17 SUBMIT I -_1eW ftisid-, W it* outW two parielit are flacelted � a ! wittitREETROCKJaint'raposin,cl SHEETROCK.Wift ,, , scrow heads ormax 117. In. by 1-1/4 in, by mox 0.125 In, "Wittead tabs Placed an gyp boards fritent 5B) Underneath mew, . .... � , I bafto edge, I'M bad Of eACh. kiW.P8rd9 has an I ., som ____ I Compound, UrO I I wwft'rs Labatietorles, Mia, LaW that deirt0ift UL loaptions prior to the installation oftfie screws, toad dism, ortals to fulvie a purity of 9919% outating tile Fetierd wMillia ijov, I , ; I designU434 gete JW File, No,, R_ 1-34, 9 and idenblies Wz_t�-�Qlfl- (31,040t, 'C". _____ I Z Twp-hwr constoiWon ayer ot 11�� ,6$0 __ -_ I =fsiais of a base I , #W OW as , Type SLX:,(Sr*ft *ws fqomtii4,, I . irmh SHEETRMK FIREOWE" Type C panels ", V.A, tend Ok4o - (Not Shown, for, use, Wit item liff) Max V16 In, diamily IYMX 11,140 InAMI Itearl discs c*mprewm Ilded . I I I -,--- . I I I . opplivicipowital1qftcl-Hstudiondoft , cihailwlthll� Ur4&10-ed*VC4'$tM'�WE',WheadS.LLIddLW'-ItOttdV,Eapmlty,ofgg,q%rtm,lifigtfwf,fAwwi�pft,fhcationQ*-L-201f,&Bdes I .1 $10 EMIDENCESUBMI[I'm I I inch Type 8 screws *,,24 gripiles,on canter in the held .11 I 'A, B, C or D'. ____ - - and atedges, Thetfirtsts twat cif%4nch SHE 1, I I . I I , I ETROOK R"tftof*o-efeurar�wtestscowuded:inawodwvowm I I � I I . I FiFiEcoot-type,opastals I I 1, arteappiiedanterlislow ASTME Its, D"lead home" strips - (Nd Q-xwn For Usm With Iftwil 5%) I, 'end bather sMps, 2 in-wicle, max 10 ft long With a max or w=nal, to, ft C44 studIe, wts,joints s" I DRAWN BY: AFS ' 11 11 11 ... I I 1. , Rprad 24 If of 0. 142 in. Strip-- placed on tLe face of studs ored afteduid to the stud with two min, I In, I" foh� Type S-� oat) I ,. I ioc:hes from the base lam, or* and flV*ei0tsInc;h bead steel: screws, one'at the top of ft strip and one at the 6WOM Of the strip or with one mim I in. io�omlftk 'Frpe S -8 On I I I Type a screws , al2triches on center in.ft ftW wA ht'Ald SIM WaW Ot dle top Of tile stilP, (Oad bARIM SMPS to haViit a PUffty Of 9q,9% MMMrQ thO R*ieFnJ5pW,` ' r -t- -_ I tiatten stritps A arpon qQ . - , at adq" lasteriThe Nab layer, Joints and screw 201rk ic.ade -t*, L"d , required tiehind verfical juints Of loold backed qvVWin Wallboard (I1em*-.),ffltd optional 4 CHECKED BY: AFS It head0t: 00 Ina, _00tit layer 0* ant-flolobod With ter"riling Stud loczttiors�, I I %4EE7RQi,'K,Jo" Tape aralla"EIETROM JoInt DATE: MARCH31,2017 Jil Compound, 1 14. i.goo.'fobw-(W.sh*wni.fbriise.wth ItRW%,)*,!Jn- Wide 5 Im, two With a irm thIcknins ofQ,1TQ in, fahs. frROmeft . , I around front face ufsW, the,itut! fuldledboak flangq, arid the 6;cklfacu ofth", ".11'ahs requited ateach location Whelea ���� I I scre", (that stecures, the. gyps"M boards, Itorn I*.) vdif penetrate the, s-teel dild, LOW tabs to hatra. a purity of 99,9% mooting I I I owviacimat sperincatIon Wl.--,mlf, roade -C". load tabs nW be, held In plame With standard adhegtvp� otpittf nero-ory! it I I SHEET: i -aftfing the ix ciassIficeition met* I 111� 6 -1 N", % .. - - .I - - - I. r z- ". - ". — '.. 71 ."'. , .�"; 11 11 a i 11 I . I .. I I H A 11 it A 501 Elite Universal Job No. PARTITION TYPES AND DETAILS SCALE: NOT TO SCALE I 01 0M a I 1 I I 1 I I IJ I - I I - 14 I - 19 - - � I PARTITION TYPES AND DETAILS Design No. L521 BXUV.LS21 Fire -resistance Ratings - ANSI/UL 263 eaaQ_5QttQm Design/System/Construction/Assembly Usage Disclaimer e Authorities Having Jurisdiction should be consulted in all cases as to the particular requirefrients covering the installation and use of UL Certified products, equipment, system, devices, and materials, - is Authorities Having Jurisdiction should be consulted before construction, * Fire resistance assembles and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements, The Published information cannot always address every construction nuance encountered in the field. a When field issues arise, it is recommended the first contact for assistance be the technical -service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies -are advised to consult the general Guide Information for each . product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, * Only products which bear UL's Mark are. cr>nsidered Certified. I 8XUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada s9f- � I �_ �Ilar_IAL__QI�11 �_, Rdtfflg;�_JSNWU� $.eg..Ggnf�ral-InfArmati.on.foj�.Eim.B.!,,.,,��5t.atice-gatiti.gs..:�.-(,-Afg/'-ULC-5-1,.QI.c2ettftd-fo�r.Can ada Design No. L521 March 1.5, 2017 Unrestrained Assembly Rating — I Hr Finish Rating — 25 Min (See Items 5 and SA), 20 Min (See Items 6H and 7A) This design was evaluated using a load design method other than the Limit States Design Method (e,g., Working Stress Design Method), For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indlicates such products shall bear the UL or cUL Certiftation Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Attemate insulation Placemer)t 1. Flooring System - The flooring System shall consist of one of the following� System No. I Sulliflooring - Nom 23,132 in. thick wood Structural panels installed perpendicular to trusses wit!) end joints staggered. . Plywood or panel, secured to taisses with construction adhesive and No. 6d ringed shank nails, spaced 12 in, OC along . . ,each I truss. Staples having equal or greater w ithdrawal and lateral res6tance strength may be substituted for the 6d nags, Vapor Barrier - (Optional) - Nom 0,030 in. thick commercial asphalt saturated felt.. Finish Floor - Min I by 4 in. T & G lumber installed perpendicular to trusses, or min 15/32 to. thick wood structural panels, min grade 'Underlay ment" or "Single- Floor", Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered, System No. 2 Subli'looring - Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nail., spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails, Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materialsil' - (Optional', - Floor mat material nom 118 in, 1.3 mm) thick brise laid over the sutifloor. Floor , topping thickness shall be a min of 3/4 in. (19 mm). HACKER INDUSTRIES INC - FIRM -FILL SCM 125 Alternate Floor Mat Materials - (Optional) - Floor mat material norn 1/4 in. (6 mm) thick loose laid over the subf1clor, Floor topping thickness shall be a min of I in. (25 mm). HACKER INDUSTRIES INC -- Type FIRM -FILL SCM 250 Alternate Floor Mat Materials - (Optional) - Floor Mat material nom 3/8 in, (10 mm) thick foose laid over the 5ubfloor. Floor topping thickness shall be a min of 1-I/4 in. (32 min) HACKER INDUSTRIES INC - FIRM -FILL SCM 400 Alternate Floor Mat Materials - (Optional) - Floor mat, material nom 3/4 in, (19 mm) thick loose laid over the subficlor. Floor topping thickness shall be a rnin of 1-1 12 im (38 min). HACKER INDUSTRIES INC - Type FIRM -FILL SCM 750 Metal Lath (Optional) - (Optional) - For use with 318 in� (10 rom), or greater, floor mat materials, 3/8 in, expanded steel diamond rnesh, 3,4 It)s/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath, When metal lath is used, floor topping thickness a norn 1 in. (25 mm) over the floor mat. Finish Flooring - Floor Topping Mixture* -- Min 3/4 in� thickness of floor topping mixture having a min compressive Strength of I 100 Psi, Mixture shall consist of 6.8 gal of water to 80 Itts of floor topping mixture to 1,9 cu ft of sane, HACKER INDUSTRIES INC - Firm -Fill Gy psum Concrete, Firm-Fiil 2010, Firriii-FO 331 Of Fir -m -Fill 4010, Gyp -Span Radiant System No. 3 Subfilooring — Norn 23 ' 132 in. thick wood structural parells, installed perpendicular to trusses with end joints staggered, Plywood or pariels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss, Staples having equal or greaterwithdrawal and lateral resistance strength may be substituted for the 6d nails, Vapor Barrier --- (Optional.) --- Nom 0.030 in. thick commercial asphalt Saturated felt., Finish Floor* — Mineral and Fiber Board — Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 fit to 8 ft by 12 ft. HOMASOTE CO ---- - lype 440-32 Mineral and Fiber Board System No. 4 Subflooring — Nom 23i32 in. thick wor.)d structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with Construction adhesive and No. 6d ringed Shank nail -s, spaced 12 in. OC along each truss. Staples having equal or greaterwithdrawal and lateral resistance strength may oe substituted for the 6d nails. Vapor Barrier ---- (Optional) ---- Nom 0,030 in, thick commercial asphalt saturated felt, I Finish Flooringil' — Floor Topping Mixture — Min 3/4 in. thickness of floor topping mixture having a minimum compressiv, - e strength of '800 psi, Refer to manufacturer's instructions acco m pa flying the material for sped ic mix cfesign. UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD USG MEXICO S A DE C V — Types LRK, HSLRK, CSD Floor Mat Materiats* — (Ciptional') — Floor mat material loose laid over the subficlor, Refer to manufacturer's instructions regarding the minirrium thickness of floor topping over each floor mat material, UNITED STATES GYPSUM CO — Types SAM, LEVELROCK(P-i Brand Sound Reduction. Board, LEVELROCKCR. Brand Fbor Underlayrnent SRM -25 Alternate Floor Mat Materials* — (Optional) ---- Nom 3/8 in. thick floor mat material loose laid ove, the subfloor. GRASSWORX L L C — Type SC50 Alternate Floor Mat Material* — f ' Optional) — Floor mat material nominal 3/8 in, thick loose laid over the sutifloor, Floor topping shaft be a min 112 in, thick� System No. 5 Structural Cement -Fiber Units* — Nom 3/4 in. thick, with long edges tongue and grooved, Long dimension of panels to be perpendicular to wood trusses with end joints staggered a min of 2 ft and centered over the trusses, Panels, Secured to wood tr-usse, with 1-5/8 in, long, No. 8, self- countersinking wood Screw spaced a max of 12 in. OC in the field with a screw located I in. and 2 in. frorn each edge, and 8 in. OC on the perimeter with a screw located 2 in. from each edge, located 1/2 in. -ro m the end edges of the panel. UNITED STATES GYPSUM CO ---- Types STRUCTO-CRETE, USGSP Finish Flooring — Floor Topping MWure* — Min 3/4 in. thickness of floor topping mixture having a innimurn - compressivi, strength of I 800 psi, Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD USG MEXICO S A DE C V - Types LRK, HSLRK, CSD Floor Mat Materials* - (Optional', --- Floor mat material loose laid over the subifloor, Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material, UNITED STATES GYPSUM CO, - Types SAM, LEVELROCK1QP§ Brand Sound Reduction Board, LEVELROCK§ Brand Floor Underlayment SRM -25 System No. 6 (For Use with Item 7A Only I Finish Floor - Norn 23/32 in, thickwood structural! panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive arid 2-1,12 in. long nail., spaced 12 im OC along each truss and 8 In. OC at the perimeter System No. 7 Subillooring ... Nom 23/32 in, thick,wood structural panels installed perpendicular to trusses with end joints staggered, king Plywood Or panels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC a .ater withdrawal and lateral resistance Strength may .be substituted for the 6d nails, each truss. Staples having equal or gre Vapor Barrier -(OpLional) - Nom 0,030 in. thick commercial asphalt saturated felt. Floor Mat Materials* --- (Optional) .... Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be. applied to the surface of the mat prior to the placement of floor -topping; mixture. Floor topping thickness a min I ill. over the floor mat. ECORE INTERNATIONAL INC - Type QTscu 4002 . Hacker Sound -Mat HACKER INDUSTRIES INC - Type Alternate Floor Mat Materials - (Optional) - Floor mat material nom 114 in, f6 rnm) thick adhered to subfloor with - - e , ' Hacker Floor Primer. Primer to be applied to the Surface Of th, Mat prior to the placement of a mirt 1-1/4 in, (32 mm) .of floor -topping mixture. ECORE INTERNATIONAL INC .... Type QTrbm 3006--3 HACKER INDUSTRIES INC - Type Hacker SGUnd-Mat 11 Metal Lath (Optional) - For use with 3/8 in. (10 mm) floor mat materials, W8 in, expanded steel diamond mesh, 3.4 lb5/sq yd placed over the floor mat material, Hacker Floor Printer to be applied prior to the placement of the metal lath, When rnetal lath is used, floor topping thickness a norn 1-IJ4 in. over the Fluor mat. Finish Flooring - Floor Topping Mixturelit .... Min 3/4 in. thickness of floor topping mixture having a min compressive strength Of 1 I 00 psi, Mixture sliall consist of 6,8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand, HACKER INDUSTRIES INC - Fin-n-Fift Gypsum Concrcte, Firm -Fill High Strength, Gyp -Span Radiant 2. Trusses - Parallel chord trusses, spaced a max of 24 in. OC, Fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally, Min truss depth is 12 in. when, no Ceiling Damper* is used and 18 in. when a Ceiling Damper* or Item 7A is used. Truss rflernbtrs secured togethe:r with min 0.0356 in. thick galiv steel Plates. Plates have 5/16 in. king . teeth projecting perpendicular to the plane of the plate. The teeth are in pairs Facing each other (made by the sarrie punch), Forming a split tooth type plate, Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of eacri tooth has a twist for stiffries,, 'The pairs are repeated on approx, 7/8 in, centers with four rows of teeth per inch of plate width, 3, Air Duct* - Any UL Class 0 or Class I flexible air duct installed in accordance with the instrurtions provided by the damper manufacturer. 4. Ceffing Damper* - For use with rnin I 8 in. deep trusses. Max nom area shall be 324 sq in. with ttle length not to ' exceed 24 in. and the vyidth not to exceed 20 in. Max height of damper shall be 14 in. Aggregate. damper openings shall not exceed 162 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufactur-ers installation instructions provided with the damper, A steel grille (Item 9) shall be installed in accordance with installation instructions, C&S AIR PRODUCTS - Model RD -521 POTTORFF ---- ModelCFD-521 4A, Alternate Ceiling Damper* - For use. with min 18 in, deep trusses. Max nom area shall be, 196 sqin. with the length riot to exceed 26 in. arid the width riot to exceed 14 in. Max height of damper- shall be 7 in. Aggregate darriper openings shall not exceed 98 sq in. per 100 Sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper, A steel grille (Itern 9) not to exceed 144 in.2 shall be installed in accordance with installation instructions, C&S AIR PRODUCTS - Model RD -52 I -9T POTTORFIF .... Model CFD -521 -BT 4B. Alternate Ceiling Damper* - For use with min 18 In. deep trusses. Max nom area shall be 256 sq in. with the length not to exceed 24 in, and the width not to exceed 20 in, Max height of damper shall be 17 in. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the dampei,. A Steel grille (Item 9) shall be installed in accordance with installation instructions. C&S AIR PRODUCTS - Models RD -521 -IP, RD -521 -NP POTTORFF - Models CFD -521. -IR CFD -521 -NP 4C. Alternate Ceiling Damper* - Ceiling damper & fan assembly for use with min 18 in. deep trusses. Max norri area shall be 75 sq in. with the length not to exceed 8-9/16 in. and the width not to exceed 8-3�4 im Max -height of damper shall be 9-7/8 in, Aggregate damper operings shall riot exceed 38 sq in. per 100 sq ft of ceiling area. Damper shall be installed in ' combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the darriper. A plastic grille (item 9) $hag be installed in accordance with installation instructions. DELTA ELECTRONICS INC .... Models. CRD2, GBR-CRD, rrG-CRD 4D, Alternate Ceiling Damper* - Ceiling damper & fan assembly for use vv th min 1.8 in, deep trusses, Max nom area shall be 75 sq in, with tile length not to exte�ed 9-1/4 in. and the width not to exceed 9-3/4 ill. Max height, of damper shall be 9-7/8 in. Aggregate darnper openings Shag licit exceed 45 sq in, per 100 sq ft of ceiling area. Dafnper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions 'ructions. provided with the damper. A plastic grille (Item 9) shall be installed in accordance with installation inst DELTA ELECTRONICS INC - Model SIG -CRD 4E, Alternate Ceiling Damper* - Ceiling damper & fan assembly for use with m ' in 18 in, deep trusses. Max nom area , shall be 1,03 sq in. with the Length not to exceed 10-118 in. and the widthriot to exceed 10-1/8 in, Aggregate damper openings shail not exceed 52 5q in, per I 00 sq it of ceiling area. Dainper shall be installed in coi ribinatiorival) one of the far, model, described in, and in accordance with, the manufacturev's installation instructions provided with the damper. A plastic grille (item 9) shall be installed in accordance with installation instructions. PANASONIC CORPORATION, PANASONIC CORPORATION OF NORTH AMERICA -- Model PC-RDOSC5 4F. Alternate Ceiling Damper* - Ceiling damper & fan assembly for use with min 18 in. deep trusses, Max nom area I ,Shall be 113 sq in. with the length riot to exceed 10-1/8 in, and the width not to exceed 11-1/8 in. Aggregate clarriPer openings shall not exceed 57 sq in. per 100 sq ft of ceiling area. Damper shall bi-, installed in combination with one of the fan models described in, and in accordance with, the manufacturer's 'installation instructions provided with the damper. A plastic grille (Item 9) shall be installed in accordance with installation instructions. . BROAN-NUTONE L L C - Model RDFUWT 4G. Alternate Ceiling Damper* — Ceiling damper & fan asserribly for use with finin IS in. deep trusses. tviax nom area Shall be 79 sq in, with the length not to exceed 10 in, and the width not to exceed 7-15/16 in, Aggregate damper openings Shalt not exceed 40 sq in, per '00 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, arid in accordance with, the manufacturer's installation instructions provided with the damper. A metallic grille (Item 9) shall be installed in accordance with installation instructions. BROAN-NUTONE L L C .... Models R031 and RDH 4H, Alternate Ceiling Damper* — Ceiling camper & fan assembly for use with rrin 18 in. deep trusses. Max norn area shall be 87 -sq in. with the length not to exceed 9 in. and the width not to exceed 9-11/16 in. Aggregate clan.1per openings shall not exceed 44 Sq in. per I 00 sq ft of ceiling area, Damper shall be installed in Combination with one of the fan models described in, and in accordance with, the manufacturer2s installation instruction,, provided with the damper'A plastic grille (Item 9) shall be installed in accordance with installation instructions, BROAN-NUTONE L L C — Model RDMWT 5. Batts and Blankets* — (Optional) — Glass fiber of- mineral wool insulation bearing the UL Classification Marking a. t 1, 0 Surface Bu-ning Characteristic., and/or Fire Resistance, When the resiliert channels (Item 6) or furring Channels (Item 6A) are spaced 24 in. OC, no insulation shall be installed in the� concealed space. When the resilient channels (Itern 6) or furring channels (Item 6A) are spaced 16 in. OC, the insulation shall the a max of 3-1/2 in. thick, arid shall be secured against the subkoring with staples at 12 in. OC or held suspetided in the concealed space with 0.090 in. diam galv, st(lel wires attached to the wood trusses at 12 in. OC, When the resilient channels (Item 6) or furring channels (Item 6A, are spaced a max of ; 12 in. OC or when the Steel Framing Members (Item 68) are used, there is no limit in the over-all thickness of insulation, and the Insulation can be secured against the subloring, held suspended in the concealed space or draped over the resilient Or furring channels (or Steel Framing Members) and gypsum panel membrane, When Steel Framing Members (Itern 6C) are used, max 3-1/2 in, thick insulation shall bi-, draped over the furring channels (Item 6Ca) and gypsu .in board ceiling membrane, and Friction -fitted between trusses and Steel Framing Members (Item 6Cd). The finished rating has only been determined when the insulation is secured to the subiflooring. SA, Fiber, Sprayed* — (Dry Dense Packed 100% Borate Formulation) — (Optional) — As an alternate to Item 5, When used, the resilient channel and gypsum board attachment is friodified as Specified Ill Items 6 and 7 and wire nlesh (Itern 10) shall be attached to the furring channels to facilitate installation of the material. The finished rating when Fibef, Sprayed is used has not been determined. The fiber is applied w ithout water or adhesive at a nominal dry density of 3,5 lb/ft3, in accordance with the application instructions supplied with the product. when item SA (Fibei; Sprayed) is used, two layers of gypsum board required as described in Item 7. Not evaluated for use with Item 6B, 6C or 6D, U S GREENFIBER L L C — INS735, INS745, INS765LD & INS77OLD to be used with (try application only . 5B. Fiber, Sprayed* — (Loose Fill 100% Borate Formulation) — (Optional) — As an alternate to Items 5 arid 5A,The finislied rating when Fiber, Sprayed is used has riot been determined, The Fiber is applied without water or adhesive at a ininimurn dry density of 0.5 lb/ft3 a, nd at a max thickness of 3-1112 in., in accordance with the application instructloris supplied,with the procuct. Wire mesh (Item 10) shall be attached to the furTing channels to facilitate installation of the material. When Item 5B (Fibei-, Sprayed) is used, two layers of gypsum board required as described in Item ? � Not evaluated For use wit'i Item 6B, 6C or 6D. U S GREENFIBER L L C - INS735, INS745, INS765LD & INS77OLD to be used with dry application only 5C. Batts and Blankets* - (For Use with Item 7A, Not Shown) - Nom. 3-1/2 in thick, nom. 0.60 pcf, glass fiber or - mineral woo. 1 insulation bearing the UL Classification Mat -king as to Surface Buming Characteristics andlor F:re Resistance, 21 I in. widths. fitted in the concealed space, draped over the resilient channeVgypsufn board ceiling rneribrarle. 6. Resilient Channels - Formed from min 25 MSG galy steel installed perpendicular to trusses. When there is no insulation installed in the concealed space the resilient channels are spaced 24 in. OC. When insulation , Item 5 is Secured to the uncierside of the subfloor the resilient channels are spaced 16 in, OC, When insulation, items 5, 5A or SS is applied over the ' resiliLiA channeVgypsum panel ceiling membrane, the resilient channels are spaced 12 in. OC. Channels secured to each truss with 1-1/4 in. long Type 5 bugle head steel screws. Channels ovenapped 4 in, at splices. Two channe-6, spaced 6 in, OC, oriented Opposite each gypsum panel end joint as shown in the above illustration. Additional channels shall extend Mir.. 6 in. beyond each side edge of panel. 6A, Steel Framing Members* - (Not Shown) - As an alternate to Item 6. a. Furring Channels - Formed of No. 25 MSG qalv steel, 2-9116 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 16 in, OC perpendicular to wood structural members. When insulation, Items 5, SA or Shall be reduced to 12 in, OC, Channels secured to : trusses ats described in Itern 13, Ends of adjoininq 5B is applied over the furring channel,igypsum pane; Ceiling membrane, the furring; channel spacing channels overlapped 6 in. arid tied together with double strand of No. 18 AWG galv steelwire near , each end of overlap. b. Steel Framing Members* - Used to attach furring channels (Item a) to trusses (Item 2). Clips spacEd 48 in. OC. RSIC-, arid RSIC_-1 (2.7S) dips secured to alternating trusses wit=h No, 8 x 2-1,12 , in. course drywafl screw through U)e center grorrinet. PSIC-V and RSIC-V (2,75) clips secured to alternating trusses with No. 8 x I. 1,12 in. coarse drywall screw through thercenter hole. Furring channels are friction fitted into clips, PSIC -1 and RSIC-V clips for use with 2-9/16 in. wide furring channels, RSIC-1 (23S) and RSIC-V (2351, clips for use with, 2-23/32 int. wide furring channels. . I Adjoining channels are overlapped as describedin Item a, AS an alternate, ends of adjoining channels; may be overlapped 6 in. and secured togetherwith two self -tapping No. 6 Framing Screws, min 7,116 in. long at the midpoint of the overiap,with one screw on each Mange ofthe channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item -7. When Fiber, Sprayed f Item 513) Ls used, two layers of nr, m. 5/8 in. th,ick, 4 ft wide gypsum board shall be installed as described in Item 7. PAC INTERNATIONAL L L C --- Types RSIC-I, RSIC-V, RSIC-1 (2.75), RSIC-V (2,75) 6B, Steel Framing Members - (Not Shown) - As an alternate to Items 6 arid 6A, main runners, Cross tees, cross channels and wall angle as listed below. a. Main Runners - Nom 10 or 12 ft long, 15/1-6 in, or 1-1/2 in. wide face, spaced 4 ft, OC. Main r ud by min 12 SWG galv Steel haNer wires spaced 48 in. OC� Hanger wires to be located adjacent to main runnericross tee intersections. Hanger wires wrapped and twist -tied on 16d nails- driven in to side of trusses at least 5 in. above the bottorn face. b. Cross Tees or Channels - Nom 4 ft long cross tees, with 1-5/16 in. or 1-112 in. wide face, or norn 4 ft long cross channels, with 1-1/2 im wide face, either spaced I 6 in. OC, installed perpendicular to the main runners. Additional cross tees or channels used 8 in. from each side of butted gypsum board end joints. The cross tees or channel, may be riveted or screw -attached to the wall angle or channel to facilitate the ceiling installation. r, Wall Angle or Channel - Painted or gaiv steekangle with I in. legs or channel with I in. legs, 1-9/16 in. deep attached to 'walls at perimeter of Ceiling with Fasteners !6 In. OC, To support steel framing member ends and for screw -attachment of the gypsurn panel. CGC INC -- Type DGL or RX USG INTERIORS LLC - Type DGL or RX 6C. Steel Framing Members* - (Not Shown) - As all -alternate to Items 6, 6A and 613 a. Furring Channels - Hat -shaped furring channels, 7/8 in. deep by 2-5/8 in. wide at the base and 1-1/4 in. wide at the face, forined from No. 25 ga. gaiv steel, spaced max, 16 in, OC perpendicular . to trusses and Cold Rolled Channels (Item 6Cb). Furring channels secured to Cold Roiled Channels at every intersectionwith a 1J2 in. pan head seif-driffing Screw through each furring chann'Ell. Ends of adjoining channels overlapped 4 in. and tied together with two double strand No. 1 8 SING gaiv steelwire ties, one at each end of overlap. Supplemental furring channels at base layer and outer layer gypsum board butt joint-, are riot required. Batts and Blankets draped over furring channels as described in Iterill 5, Two layers of gypsum board attached to furring channels as described it) Item 7, b. Cold Rolled Channels - 1-1/2 in� by 1j2 in., formed from No. 16 ga. gaiv steel, positioned vertically and parallel to trusses, friction -fitted into the channel caddy on the Steel Framing Members (Item 6Cd%. Adjoining lengths of cold roiled channels lapped min, 6 in. and wire -tied together with ' two double strand IS SWG gab., steel wire ties, one at each end of Overlap. c, Blocking - Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in, lumber (blocking), min. 6 in, tong to permit full contact of the hanger bracket, to be secured verticall,V to the side of the truss (Item 2) at the top and bottom of the blocking at each Steel Framing Member (Itern 6Cd) loc-ation. d. Steel Framing Members* - Hangers spaced 48 in. OC. max along truss, and secured to the Blocking (Item 6Cc) on alternating trusses with a single 5/16 in. by 2 in. hex head lag bolt or four 46 1-1/4 in. drywall screws through mounting hole(s) on the hanger bracket, The two 1/4 in. long steel teeth on the hangerare embedded in the side ofthe blocking. Hanger positioned on blocking and leveling bolt height adjusted Such that Furring channels are flushi,vith bottom of trusses before gypsum board installation, Spring gauge of hanger chosen per manufacturer's instructions. KINETICS NOISE CONTROL INC - Type ICW 6D. Steel Framing Membersil' - (Not Shown) - As an alternate to Items 6, 6A, 6B and 6C a. Furring Channels - Fomied of No. 25 MSG gatv steel, 2-3/8 in, wide by 7/8 in. deep, spaced 16 in, OC perpendicular to wood structural members, When insuliation, Items 5 or SA is applied over the furring chanriel/gYPSUM panel ceiling membrane, the furring channel spacing shall be reduced to 12 in. 0C. Channels secured to trusses as described in Item b, Ends of adjoining channels overiapped 6 In. and tied together with double strand of No. 18 AWG gatv steel wire near each end of Overlap, b. Steel Framing Members* - Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in, OC, and secured to the bottom chord of alternating trusses with two No. 8 x 2-1-1/2 'In, course drywall screws, one through the hole at each end of the clip. When insulation, Items 5 or 5A is applied over the furring channeVgypsum panel ceiling rnembrane, the clip spacing shall be reduced to 24 in. OC and secured to consecutive trusses. Furring channels are friction fitted into clips. Adjoining channels, are overlapped as described in Item a, As an alternate, ends of adjoining channels may be Overlapped 6 in. and secured together with two self -tapping No. 6 framirg screws, min 7/16 in. long at the midpoint of the overlap, with One screw on each flange of the channel. A to hold Furring channel that supports the gypsum board butt joints, as Additional clips requirit described irl Item 7. Two layers of gypsum board required as described in Item 7. Not evaluated for use with Item 5B, KINETICS NOISE CONTROL INC - Type lsomax 6E. Steel Framing Members* - (Not Shown) - As an alternate to Items 6, 6A, 6B, 6C and 6D. a. Furring Channels - Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in, deep, -spaced 16 in. OC perpendicular to wood structural members. When insulation, Items 5 or 5A is applied over the Furring channel/gypsum panel ceiling membrane, the furring channel spacing shall be reduced to 1-2 in. OC, Channels; secured to trusses as described it) Itern b. Ends of adjoining channels overlapped 6 in. arid ded togettit-i with double Strand of No, 18 AWG galvanued steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Itern, a) to trusses (item 2). Clips spaced 48 in, OC, and secured to the bottom chord of alternating trusses with one No, 8 x 2-112 in. coarse drywall screw through center grommet. When insulation, ItemS 5 or SA is applied over the furring chantiel/gypsum panel ceiling membrane, the clip spacing shall be reduced to 24 in. OC arid secured to consecutive trusses. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a, A, an atternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 Framing Screws, Mir, 7 , 116 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold frurrina- channel that suppoets the gypsum board butt joints, as described in Item 7. Not evaluated for use with Item 5B. PLITEQ INC — Type Genie Clip 6F Steel Framing Members* — (Not Shown) — As an alternate to items 6-6E, furring channels and Steel Framing Members as described below. � a. Furring Channels — Formed of'No, 25 MSG galv steel, 2-5/8 in, wide by 7/8 in deep, spaced I 6 in OC, perpendicular to joists. When insulation, Items 5 or SA is applied over the Furring l ceiling membrane, the furring channel spacing shall be reduced to 12 in, OC. Channels secured to joists as described in Item b. b. Steel Framing Members* — Used to attach furring channels (Iteni a) to the trusses (Iteln 2). Clips spaced at 24" OC and Secured to the bottorn of the joists with one No. 10 x 2-112 Coarse Drywall Screw through the center hole, Furring channels are then friction fitted into clips. Ends of channels are overlapped 6' and screwed with four,iifl x 112 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Additional clips are required to hold the. Gypsum Butt joints and side joints . as described in item 7. STUDCO BUILDING SYSTEMS -- RESILMOUNT Sound Isolation Clips - Type A237 or A237R 6G. Steel Framing Members* — (Not Show n) — As an alternate to Items 6 throuc It 6F — Not for use with Iterns 5, 5A -I or 58 -- Main runners nom 12 ft long, spaced 72 in. OC, Main runners suspended by m:n 12 SWG galv steel hanger wires spaced 48 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft lo,rig cross tee., required at each gypsum board end joint with butted gypsurn board end joints Centered between cross tees spaced 8 in. OC. 17he main runners and cross tees may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. USG INTERIORS LLC — Type DGL or RX. 611. Resilient Channels - For Use Witti Itern 7A - Formed frorri min 25 MSG gaiv steel installed perpendicular to trusses and spaced 16 in. OC. Channels secured to each truss with 1-5/8 in. long Type 5 bugle head steel Screws. Channels overlapped 4 tn. at splices. Two channels, spaced 6 in, OC, oriented opposite each gypsum panel end joint. Additional channeLs shall extend min 6 in.. .beyond eachside edge of painel. Insulation, Itern 5C is applied over the resilient ' channeVgYPSUM r.anel Ceiling Membrane. 7, Gypsum Board* - Norn 5/8 in. thick, 48 in. wide gypsum panels. When resilient channels (Itern 6) arc used, gypsum panels installed with long dimension perpendicular to resilient channels. Gypsuni panel,, secured with I in. long Type 5 bugle head steel screws spaced 12 In, OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. When insulalion (Items 5 or 5A) is applied over the resilient channel/gypsunn Panel ceiling membrane screw spacing shall be " reduced to 8 I,,. OC. End joints secured to both resilient channels- as shown in end joint detail. When Steel Framing Members (Item 6A) are used, gypsum! panels installed with long dimensions perpendicular to furring channels. Panels attached to the furring channels using I in. long Type S bugle -head steel screws spaced 8 in. OC along butted end joints and in the Field of the panel. Butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the coritinuous furring channels. Each encl of each gypsum panel shall be supported by a single length of furring Channel equal to thewidth of the gypsuin panel plus 6 in. on each encl. The two support furring channels shall be specedapproxinlately 3-1/2 in. OC, and be attached to underside of the truss with one clip at each end of the channel. When Steel Framing centered along main runners and endjoints Centered along cross tees. Panels fastened to cross tees with A in. long .'Type S Members* (item 613) are used, gypsum panels installed with long dimension perpendicular to cross tees with Side joints bugle-hlaad screws spaced in the field arid 8 in, OC along end joints. Panels fastened to main ainners with I in, tong . Type S bugle -head screws .r,paced midway between cross tees. Screws along sides arid ends of pariels spaced 3/8 to 1/2 in. frorn pariel edge. End joints of panels, shall be staggered with spacing between joints on adjacent panels not less than 4 2 ft OC, When Fiber, Sprayed (Items 5A or 5B) is used, two layers of nom 5/8 in. thick, 4 ft wide gypsum board are installed with IrAig dimensions perperd-il-Ulat' to furring channels. Base. layer gypsum board .secured with I in. long Type. ,S bugle head steel screws spaced 12 in, OC and Located a min of 1/2 in. from side joints and 3 in, from the end joints, End joints secured to both resilient channels as shown In, end ioint detail, Outerlayef- gypsum board secured with 1-5 ' /8 in. long Type S bugle head steel screws spaced 12 in. OC and located a min of 1/2 in, from Side joints and 3 in. from the end joints. Outer layer shall be finished as described in Item S. When both Steel Framing Members (Itern 6A) and Fiber, Sprayed (Items SA or 5B) are used, furring channels spaced 12 in. OC and two layers of nom 5/8 in. thick, 4 ft wide gypsum board are installed with long dimension perpendicular to furring channels. Base layer secured to furring channels -with nom I in, long Type S bude . head .screws spaced 8 im OC along butted endjoints and in the field of the board. Butted end joints shall be staggered"min. 2 It within the assembly, and occur undway between the continuous furring channel,. Each end of each gypsurn board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end, The two support furring channels shag be spaced approximately 3-1/2 in, OC, arid be attached to the., underside of the truss with one . clip at each end of the channel, Outer layer- secured to furring channels using 1-5/8 in. long Type S screws Spaced 8 in. OC and 1-1/2 in. from the end joint. Butted end joints to be offset a min. of 8 in� from base layer end joints. Butted side joints s (Item 6C) are of outer layer to be off -set min, 18 in. from butted side joints of base layer, When Steel Framing Member used, two layers of nom 5/8 in, thickf 4 ft wide gypsum board are installed with long dimensions perpendicular to furring channel, (Item 6Ca). Base layer attached to the furring channel,, using 1 in, king Type S bugle head steef screws spaced 8 in. OC aioing butted endjoints and 12 in. OC in the field of the board, Butted end joints centered on the Continuous furring channels. Butted base layer end joints to be offset a min of 16 in. in adjacent courses. Outer layer attached to the fur -ring channels using 1-5/8 in. long Type S buglie head stee'! screws spaced 8 in. OC at butted end Joints and 12 in, OC in the field. Butted end joints centered on the continuous furring channels and offset a min of 16 in. from butted erd joints of base layer. Butted side joints of outer layer to be offset rrin 16 in. from butted side joints of base layer. When Steel Framing Members (Item 6D) are used, two layers of nom 5/8 in. thick, 4 ft wide gypsum board are instaftedwth long dimensions pe.-pendicular to furring channels. Base layer attached to the furring channels using 1 in. tong Type 5 bugle -head steel Screws spaced 12 in. OC in the field of the board. Butted end joints snalf bi., staggered min 2 ft. within the assembly, and occur midway between the continuous Furring channels. Each end of each gypsum board shall be Supported tyV a single length of furring channel equal to the width of the gypsum board plus 6 in, on each end. The two furring channelss shall be spaced approximately 4 in, OC, and be attached to underside of the truss with ofie Isomax clip at each end of the channel. Screw spacing allong the gypsum board buittJoint shall be 8 in. OC. Outer layer attached to the furring channels using 1-5/8 in.. long ' Type S bugle-heau steel Screws spaced 12 in, OC in the reed. The end of the outer layer boards at the butt joint shall be attached to the base layer boardswith 1-5/8 in, long Type G screws spaced 8 in. OC and 1-1/2 in, from the end joint. Butted end joints to be offset a min of 8 in. from base layer end joints, Butted side joints of outer layer to be offset mor 18 in. From butted side joints of base layer. Outer layer shal: be Finished as described in Item 8. Whert Steel Framing Members (.Item 6E) are used, one layer of nom 5/8 in. thick, 4 ft wide are installed with long dimensions perpendicular to furring channels, Gypsum board secured to furring Channels using I in. long No, 6 Type S bugle -head steel screws spaced 12 if), OC in the fled of the board, Butted end joints shall be staggered minimum 2 ft, within the assembly. Additional furring channels Constructed as per Itern 6E shall be used to support each end of each gypsum board. These additional furring channels shall be attached to underside of the truss with Genie clips; as described in Item 6E. Screw spacing aionq the gypsum board butt joint shall be 8 in, OC, Outer layer attached to the furring channeL9 using 1-5/8 in, long No. 6 Type S bugle -head steel 'crews spaced 12 in, OC in the field. The Outer layer boards at the butt joint shall be attached to the base layer boards with No. 10, 1-1/2 in. long drywall screws spaced 8 'in. OC and 1-1/2 in, from the end joint. Butted end joints to be offset a min of 24 it. from base layer end joints. Butted side joints of outer layer to be offset min 16 in. from butted side. joints of base layer When Steel Framing Members (Item 6F) are used, one. [aye., of nom 5/8 in, thick, 4 ft wide gypsum board is * ' installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with nom I in. long Type 5 bugle -head steel screws spaced 8 in. OC in the field Of the board. Gypsum board butted end joints shall be staggered minimum 72 In. At the gypsum board buttjoints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 3 in. on eacherid, spaced ap rox: ately 2 in, in from . P !M Joirit. Screw spacing along the gypsum board butt joint shall be 8 in. QC, Butt joint furring channels shall be attached with a RESILMOUNT Sound Isolation Clip secured to underside of every truss that is located over the butt joint, Overall Gypsum Board side joints, approximately 20 in. lengths of Furring Channel shall be installeed parallel to trusses 1, Item 2) between main furring channels, Side joint furring channels shall be attached to underside of the joist with RESILMOUNT Sound Isc4ation Clips - located approximately 2 in. from each end of 'he approximate 20 in. length of channel. Both Gypsum Boards at Slide Jorlts fastened into channel with screws spaced 8 in, OC, approximately 1/2 in. from joint edge. When alternate Steel Framing Members* (item 6G) are used, gypsum board sheets installed with long dimension (side johts) perpendicular to the 6 ft tong cross tees with the end joints staggered min 4 ft and centered between cross tees which ,are Spaced 8 in. OC. Gypsum board side joints may occur beneath or between main runners, Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in, wide pieces of gypsum board are to be laid atop the cross tee Flanges arid centered over each butted end joint location. -he backer Strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip with hold down clips to prevent the backer strips front being uplifted during screw -attachment of the gypsum board sheets, Gypsum board fastened to cross tees with I in. drywall screws spaced I in, and 4 in, frorn the Side joints arid max 8 in, OC in the field of the board, The butted end joints are to be secured to the backer strip with No. I 0 by I- 1/2 in. 'long Type G laminadrig Screws located 1. in, frorn each side of the buttecl andjoint and spaced I in, and 4 in. from the side joints and max 8 in, OC in the field of the board. CGC INC --- Types C, IP -X2, IPC -AR, UNITED STATES GYPSUM CO - Types C, IP -X2, IPC -AR USG BORAL ZAWAW1 DRYWALL L L C SFZ - Type C USG MEXICO S A DE C V ---- Types C, IP -X2, IPC -AR 7A. Gypsum Board* - For use with Items 5C and 61-1. Nom 5/S in. thick, 48 in. wide gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum pariefs secured vijth 1 in, long Type S bugle head steel screws spaced 8 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints, Finish, Rating with this ceiling system is 20 min, UNITED STATES GYPSUM CO - Type LlLIX k S. Finishing System - i Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw - heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer piaster may bel applied to the entire Surface of gypsum board, 9. Grille - Steel grille, installed in accordance with the installation instructions provided with the celfingdamper. 10. Wire Mesh - (Not Shown) - For use witri Item 5A and 58 - I in, 20 gauge galvanized poultry netting installed between the furring channels and gypsum board, The poultry netting Ls attached with washers arid 1.12 in. wafer head ,screws, spaced 24 in. OC., tD tht, furring channiaLs. Tric Fiber, Sprayed (item SA or 5B) is .installed through cut -openings if'. the poultry netting, in-between trusses, The cut -openings in the poultry netting shall be staggered at a maximum of 6 ft. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdkWns employing the UL or cUL Certification (such as Canada), respectively. SCALE: NOT TO SCALE I 01 ,;E& ARCHITECTURE - ENGNEERING - INTERIORS 1336 Hawthorr* Cove Dfive Ocoee,FL 34761 407.325.M www.eliteuniversalarchitects-corn GCopyritih! 2D16 ElleMwersail-W. All Rights Rowisid. CONSULTAW PROJECT = W Ell* �00 CA I%- 00 *0 W -T CA It - IRT CA > Cf) 0 -e�00 < of Q 0 < 0 0 LL W ..� r ER Z � I �.4 W 0 < 1 ;To 2 _J U) jZ _J u- U_ a < d 0 1111111111111111111 (4,,) - W � ,11� 4 2� 0 — 00 0 LL 0 C1 Z 4 �; LO < U) *4 9 . a) W C) a- >_ U) UJ _J Iiiii— — Z < Iiiii- 0 LU UJ �Z 0 W — — Iiii— co LL W < a- ��1 � I Andrew SecNer, PA AR0016658 (FL) —_ REVISIONS: # DATE DESCRIFTION — __ __ — 03131/17 - SUBMIT _____ -_ ____ — — ___ — __ — —_ — I I DRAWN BY: AFS --- CHECKED BY: AFS DATE: MARCH 31,2017 SHEET: A 502 Elite Universal Job No. Design No. U329 BXUV,U324 Fire -resistance Ratings ANSI/UL. 263 Design/ System /Construction/ Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction, • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements, The published information cannot always address every construction nuance encounteredin the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised W consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL`s Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Gelteral Infu anonfor lire -rests at rhe Ratin3ls - _AL U GeneralSee Information f_ Design No. U 3 29 October 16, 2015, Bearing Wall Rating — I HR. Finish hating -- (See' Items 2, 6 and 6A) This design was evaluated using al load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used See Guide SXUV or BXUV7 • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL CertiFication (such as Canada), respectively,. 1. Wood Studs — Nominal 2 in. x 4 in, spaced 16 in, OC; 2, Cementitious Backer Units* 1/2 or 5/8 in. thick, installed vertically or horizontally with vertical joints centered over studs. Fastened to studs and plates with corrosion resistant 1-5/8 in, long chamfered, ribbed wafer head screws with a - minimum head diameter of ,400 inch or 1-3/4 In. long hot -dipped galvanized roofing nails spaced 8 in. OC. Joints covered with glass fiber mesh tape and latex modified portland cement mortar or basecoat, or Type I organic adhesive, Finish rating 19 minutes for cement board with 1/4 in, thick the set in latex modified portland cement mortar: UNITED STATES GYPSUM CO --- Type DCB. USG MEXICO) S A DE C V --- Type DCB. 3, Batts and Blankets* Min 3-1/2 in. thick mineral wool batts, friction fit between studs to fill interior stud cavity, INDUSTRIAL INSULATION GROUP L L C — Type SAFE JOHNS MANVILLE --- Type SAFE ROXUL INC — Type AFB TH ERMAFIBER INC - Type SAFB 4. Bond Coat for Setting 'File Latex modified portland cement mortar or Type I organic adhesive applied with a notched trowel. 5. Ceramic Tile — 1/4 in, thick, joints filled with grout. 6,, Gypsum Board* — 5/8 in, thick,. with square or tapered edges, applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and plates 7 in. OC with 1-7/8 in, long 6d cement coated nails or 1-7/8 in, long Type W or S screws, When used in widths other than 48 in., gypsum board to be installed horizontally. ACADIA DRYWALL SUPPLIES LTD — Type X, 5/8 Type X, Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO Types AGX-1, M -Glass, AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 CERTAINTEED GYPSUM INC — Types EGRG, GlasRoc, or Type C CGC INC --- Type AR (Finish rating 26 min), Type C (Finish rating 26 min), Type IP -X1 (Finish rating 26 min), Type IP -X2 (Finish rating 26 min), Type SCX (Finish rating 26 ruin), Type WRC (Finish rating 26 min), Type 1P. -AR (finish rating 26 min), Type IPC -AR (finish rating 26 min), Type ULX (finish rating 22 min), CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC6A (finish rating 34 min), LG'FC2A, LGFC-C/A, LGFC-WD, LGLLX. GEORGIA -PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DA, DAP, DAPG, DGG, DS, GPFS6, Type X, Veneer Plaster Base Type X, Water Rated Type X, Sheathing - Type X, Soffit -Type X, TG -C, GreenG,lass Type X, Type LWX, Veneer Plaster Base -Type LWX, Water Rated' -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing 'Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated -'Type DGL2W, Sheathing - Type DGL2W. NATIONAL GYPSUM CO — Types FSK, FSMR-C, FSW, FSW-3, FSW-6, FSW-8, FSL. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM Types C, PG -9, PG -11, PG -C, PGS-WRS, SIAM' GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1 (finish rating 26 min) THAI GYPSUM PRODUCTS PCL — Type C UNITED STATES GYPSUM CO — Type AR (Finish rating 26 min), Type C (Finish rating 26 min), Type FRX-G (Finish rating 29 min), Type IP -AR (finish rating 26 min), Type IP -X1 (Finish rating 26 min), Type IP -X2 (Finish rating 26 min), Type IPC -AR (finish rating 26 min), Type SCX (Finish rating 26 min), Type ULIX (finish rating 20 min), Type ULX (finish rating 22 min), Type WRC (Finish rating 26 min). USG BORAL'ZAWAWI DRYWALL L L C SFZ— Types C, SCX USG MEXICO S A DE C V —Type AR (finish rating 26 min), Type SCX (finish rating 26 min), Type C (finish rating 26 min), Type WRC(finish rating 26 min), Type IP -X1 (finishrating 26 min), Type IP X2 (finish rating 26 min), Type IP AR (fn's h rating 26 min); Type IPC -AR (finish rating 26 min), Type ULX (finish rating 22 min)'., 6A. Gypsum Board* — As an alternate to Item 6 - (not shown) - 5/8 ._ in. thick gyps um panels, with be veled, square, or tapered edges, applied either h rrz nta1lYor vertically. Gypsum panels fastened to framing with 1-1/4 .n. long Type coarse thread gypsum panel steel screws spaced a max 8 In. 4C, with last screw 1 in. From edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. ACADIA DRYWALL SUPPLIES LTD — Type X AMERICAN GYPSUM CO —Types AGX-1, M -Glass, AG -C (Finished Rating is 25 minutes). CERTAINTEED GYPSUM INC — Type C orType X (Finished Rating is 23 minutes). CGC INC — Type AR, Type C, Type IP -Xi, Type IP -X2, Type SCX , Type WRC; Type IP -AR, Type IPC -AR, Type ULX. (Finished Rating is 24 minutes). THAI GYPSUM PRODUCTS PCL — Type C or Type X UNITED STATES GYPSUM CO — Type AR, Type Cr Type FRX-G, Type IP -AR, Type' IPC -AR, Type IP -XI, Type IP -X2, Type SCX, Type ULX, Type WRC. (Finished Rating is 24 minutes). USG SO3RAL ZAWAWI DRYWALL L L C SFZ — Types C, SCX USG MEXICO S A DE C V -Type AR, Type SCX, Type ULX, Type C, Type WRC, Type IP -X1, Type IP-X2,'Type IP -AR, Type IPC -AR. (Finished Rating is 24 minutes). 6B. Gypsum Board* — (As an alternate to Items 6 and 6A) 5/8 in. glass -mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated trails 1-7/8 in, long, 0,0915 in, shank diam and 15/64 in. diam beads. Nail shall be placed 1 inch and 3 inch from horizontal joints and 7 inch OC thereafter. CGC INC — Type USGX UNITED STATES GYPSUM CO — Type USGX USG MEXICO S A DE C V Type USGX 6C, Gypsum Board* — (As an alternate to items 6 through 6B) - 5/8 in. thick, 4 ft. wide, Paper surfaced applied vertically and secured as described in Item 6, GEORGIA -PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). 6D. Gypsum Board* -- (As an alternate to Items 6 through 6C) — Nominal 5/8 in. thick, 4 ft wide parcels, applied vertically and secured as described in Item 6. PASCO BUILDING PRODUCTS L L C, DSA PASCO GYPSUM — Type QuietRock ES. 6E. Gypsum Board* -- (As an alternate to Items 6 through 6D) - 5/8 in, thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 6. CERTAINTEED GYPSUM INC -- Type SilentFX 6F: Gypsum Board* (Asanalternate to Item 6) — 5/8 in. thick, 4 ft, wide, applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 6. CERTAINTEED GYPSUM INC 5/8" Easi-Lite Type X THAI GYPSUM PRODUCTS PCL — Type X 6G. Wall and Partition Facilings and Accessories* — (As an alternate to Item 6) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 6. PABCO BUILDING PRODUCTS L L C, DSA PABCO GYPSUM — Type QuletRock 527 6H. Gypsum Board* — (As an alternate to 5/8 in. Type FSW in Item 6) - 2 layers nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal joints on the same side need not be staggered, Inner layer attached with fasteners, as described in Item 6, spaced 24 in. OC. Outer layer attached per Item 6. NATIONAL GYPSUM CO —Type FSW 61. Gypsum Board,* -- (As an alternate to Items 6 through 6H) — Nominal 51£ in. thick, 4 ft wide panels, applied vertically only and secured as described in Item 6. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board: 61. Gypsum Board* — (As an alternate to Item 6) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically: Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in, from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A (finish rating 21 min),Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 7, Joints — (Not Shown) --� 'Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. S. Vapor Retarder, Water Barrier or Weather Resistive Barrier — (Optional, not shown) — As required. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ATTACH TO OVERHEAD STRUCTURE 4.•d , • . • 5 • �. • . • A40 . e' CEILING ATTACHMENT: RAMSET/REDHEAD'TRACKFAST" 314" BLACK PIN, 16.O.C. 3 5/8"; 20 GAUGE METAL STUDS 48" SPACING FOR DIAGONAL BRACING 1/2" SELF TAPPING SCREWS I PARTITION WALL SUPPORT DETAIL SCALE: V=V -0" 104 I ATTACH TO OVERHEAD STRUCTURE - :•d • d..• .d • •. • •, •:. p: •. 3 5/8"; 216 GAUGE METAL STUD MOUNTING SUPPORT TRACK SLEEVED GALV. METAL MOUNTING ESCUTCHEON. SCREW TO OVERHEAD STUD WITH (2) 1"xY1e GALV. METAL SCREWS. SCREW SIDES WITH (4) %- #14 CHROME FLAT HEAD SCREWS Tx& ROUND/ SQUARE STEEL SUPPORT COLUMN. CEILING ATTACHMENT: RAMSET/REDHEAD"TRACKFAST" 314- BLACK PIN, 16" O.C. 3 5/8"; 20 GAUGE METAL STUDS 48" SPACING FOR DIAGONAL BRACING 1/2" SELF TAPPING SCREWS SUSPENDED Y2" DRYWALL CEILING MUD AND TAPE JOINTS, PAINT WITH PRIMER AND SATIN FINISH PAINT WIRE SIZE: NO.12 GA SPACING: 48" O.C. BOTH WAYS WALL ATTACHMENT: 'STREAKER' FINE THREAD 7x%e" PAN HEAD SCREW I SOFFIT DETAILS SCALE:1 1/2"=1'-0" 1 07 1 STEEL SUPPORT DETAIL SCALE: 1"=1'-0" 1 03 1 CROSS -FL 16ga. MIN., CEILING RUN 16ga., CC TII 3i Y" SUSPEN CEILING 1" DRYWALL SC R-11 BAT Ii (IF FIRE RATED PARTITION DETAIL I CEILING HANGER DETAIL SCALE: NOT TO SCALE 101 WW&MMAL ARCHITECTURE - ENGINEERING - INTERIORS 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchL%ts.com O Copy�ipll 2016 M Unm nsl U.C. N hh i.m. . CONSULTANT PROJECT A V— SUSPENDED Y2" DRYWALL CEILING (W MUD AND TAPE JOINTS, PAINT WITH 112" GYPSUM BOARD PRIMER AND SATIN FINISH PAINT BOTH SIDES WIRE SIZE: NO.12 GA W 0Q SPACING: 48.O.C. BOTH WAYS rdrTT,,W2 -1 WALL ATTACHMENT: 'STREAKER' FINE 3 5/8"; 20 GAUGE METAL STUDS Z 0 - THREAD helie PAN HEAD SCREW. 16" ON CENTER I PARTITION WALL SUPPORT DETAIL SCALE: V=V -0" 104 I ATTACH TO OVERHEAD STRUCTURE - :•d • d..• .d • •. • •, •:. p: •. 3 5/8"; 216 GAUGE METAL STUD MOUNTING SUPPORT TRACK SLEEVED GALV. METAL MOUNTING ESCUTCHEON. SCREW TO OVERHEAD STUD WITH (2) 1"xY1e GALV. METAL SCREWS. SCREW SIDES WITH (4) %- #14 CHROME FLAT HEAD SCREWS Tx& ROUND/ SQUARE STEEL SUPPORT COLUMN. CEILING ATTACHMENT: RAMSET/REDHEAD"TRACKFAST" 314- BLACK PIN, 16" O.C. 3 5/8"; 20 GAUGE METAL STUDS 48" SPACING FOR DIAGONAL BRACING 1/2" SELF TAPPING SCREWS SUSPENDED Y2" DRYWALL CEILING MUD AND TAPE JOINTS, PAINT WITH PRIMER AND SATIN FINISH PAINT WIRE SIZE: NO.12 GA SPACING: 48" O.C. BOTH WAYS WALL ATTACHMENT: 'STREAKER' FINE THREAD 7x%e" PAN HEAD SCREW I SOFFIT DETAILS SCALE:1 1/2"=1'-0" 1 07 1 STEEL SUPPORT DETAIL SCALE: 1"=1'-0" 1 03 1 CROSS -FL 16ga. MIN., CEILING RUN 16ga., CC TII 3i Y" SUSPEN CEILING 1" DRYWALL SC R-11 BAT Ii (IF FIRE RATED PARTITION DETAIL I CEILING HANGER DETAIL SCALE: NOT TO SCALE 101 WW&MMAL ARCHITECTURE - ENGINEERING - INTERIORS 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchL%ts.com O Copy�ipll 2016 M Unm nsl U.C. N hh i.m. . CONSULTANT PROJECT A (W M 0 (JoQ0, W 0Q rdrTT,,W2 -1 LL d d 0 Z 0 - 0 Q W, 00 W 1--- Z W J U) J Q_ LU J C](VF- LU LLj L F- 906 NWUJ L.L Q_ 1♦ r SEAL ,01 Andrew SectNer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 503 Elite Universal Job No. 08009 es � �e 8 j �g /STUCCO FINISH ABOVE STONE WATERTABLE 4" NB�GBJAL PAINTED ALUMINUM CHANNEL 4" PRECAST STONE CAP. 2-1/2"X2-1/2" STL. 1"SPACE ARCH(LECTURE- ENGINEERING -NTERICRS & 1X4 TRIM COMPLETELY 1336 Hawthorne Cove Drive MORTAR GROUT WITH BONDING AGENT TUBE STIFFENER Ocoee, FL 34761 AROUND FACE PANELS ON PRIOR TO ATTACHMENT 407.325.3550 EACH GATE www.eliteuniversalarchdects.com 2-1/2"X 2_1/2" a : i �- --� ®Capy,igtlt 2018 Eft Unirasel, LLC, NOTES: al me Reaenea. .. V. d a • S" X 8" STL TUBE 5/8" STUCCO FINISH (TYP.) I GATE FRAME CONC. BOND I I CONSULTANT 1" I D 8" CONC. BLOCK WALL 1''d U—BM W�1 1. STUCCO FINISH TO MATCH BUILDING #5 BAR VERT. STL.PIPE FILL CELLS W/ CONC. �a. #5 BARS 2 1/2" r, COLOR #1 ON �8" CONC. BLOCK WALL. AT ALL _ 12" LG. #5 VERT. AT 2'-0" O.C. CONT. PROVIDE DROP SEE SECTION "A—A" FOR DETAILS. BOLT "J" LOCATE TO ROD 3/4"0 30" LG 2. FOR SLAB FINISHED GRADES, CORNERS & AND AT ALL CORNERS o PROVIDE 1" I.D. CONDUIT OR PROVIDE DROP HOLD CANE BOLTS UP (2 PLACES) SEE GRADING PLAN. 24" O.C. MAX 0 °° NIPPLE OBERECEDIN IVE DROP CRODE RODPLACES)30" LG ti „ WHEN DOORS ARE IN 3. ALL STEEL & ALUMINUM FINISHES ARE STONE & WATERTABLE 6" DIA. GALV. #4 DOWEL AT 2'-8" O.C. e j (2 PLACES) �k� k WELD SL EZD USE. TO BE PAINTED TO MATCH I I BUILDING COLOR 2. STL. GATE POST o AND AT ALL CORNERS q SIDES TOP OF SLAB 4. ALL PANELS FOR GATES ARE TO BE CONC. FILLED AND CAPPED v, LAPPED A MIN. 18". EMBEDDED 30" DEEP 1-1/2"X 1-1/2"X '� THRU—BOLTED TO TUBE FRAME INA 36" DEEP FOOTING 3/16"X 12" LG. �'> 3 �, WELD M WITH 3/8" GALV. BOLTS 18 GAUGE METAL DECKING STL. ANGLE WELD a I ALL AND HARDWARE. ALL AROUND '�. �° 4 'a �. I AROUND 5. OPT. FIBERGLASS GATES BY STRONGWELL W/SHEET METAL SCREWS _ }— T —_ +. _ _ — — — 6X6 X1 /8 PROVIDE 1 " I.D. CONDUIT OR CONTACT RICK RASNICK (770) 645-8152 AT 9" O.C. TOP, BOTTOM, o f 1 '';1, :., r �, GUSSET PLATE NIPPLE IMBEDDED IN CONCRETE T AND SIDES. '� a + 6 DIA. INSIDE ONLY 6. STONE AND WATERTABLE TO MATCH SPEC ON 1 . _ _.— ¢ t4 C" " TO RECEIVE DROP ROD. SHEEP A-2 — EXTERIOR ELEVATIONS COLOR TO MATCH ,• o , BUILDING COLOR #2 ih " °' 45' 45' �, PROVIDE DROP" ti ALL FOUR SEE NOTE 5 BELOW CENTERLINE _ _ ROD 3/4"0 30 LG CORNERS (TYP) (8 PLACES) OF STRUCTURE 3 #5 6"X6" 6"X6" AT EACH GATEWELD ALL DROP ROD DETAIL NTS 2-1/2" SQUARE GALV. CONT. 1'-01I4" #10/10 #10/10 1'-0' 3 #5 SEE PARTIAL TOP OF SLAB AROUND STL. TUBING. REG PROVIDE DROP ROD 3/4" 0 TYP. W.W.F. W.W.F. CONT. TYP. PLAN ® GATE. WALL GATE FRAME 30" LONG AT EACH GATE 36" EMBEDMENT TO W/ DIAG. BRACING SECTION "A—A" NTS CONCRETE FOOTER PART. GATE SECTION NTS GATE ELEV. PART. GATE PLAN NTS FRAME DET. DUMPSTER ENCLOSURE DETAILS SCALE: 1/2"=1'4" 03 22•-0- (INSIDE DIMENSION) 4'-i1" d' -W PRECAST STONE CAP 4 V-6" DIAMETER CONCRETE CONCRETE MASONRY WALL DUMPSTER ° d ¢ 4 4 A GALVANIZED STEEL PIPE 4 11/07117 RESUBMIT BOLLARD (TYP.):. a ENCLOSURE WITH %' STCCO FINISH. tlA RECYCLE REGULAR"4 ;. , �; :,.,.�.. _ .�� TIES AT SOLID WASTE SOLID WASTE 24'-0" CONTAINER PRIME AND FINISH COAT PAINT TO MATCH AFS a. V-6- FIRST 8" OF CONCRETE. 4 Via' 12'-0" MARINA ISLE ALF PAINT SCHEME. a A o a o 01 10'-0" 10'-0" A G4N€:4TE SLAB. @ 12* Q.C,E.W. 'a c a BOLLARD DETAIL SCALE: 1"=1'-0" 06 ... a .. 4 'd' A a - q 6' DIAMETER GALVANIZEDHINGE. POST (MIN. I °... a 2D' CLEAR Li�-S C � NING (MINI `.! _. 4 I - PRECAST STONE CAP 8" PRECAST CONCRETE LINTEL, - 4 _. �. ° - '� a I + d 4 - �/ , .a a n jj% T.O. WALL T.O. WALL � WITH (1) #5REBAR WITH 3000PS1 CONC. 44,'f ....... ..8'-0" METAL DOOR WITH METAL 4'-0" GATE POST, PRIME &FINISH PRECAST STONE CAP �COAT PAINT TO MATCH A.L.F. 3,� 6" MIN. METAL POST ' ' O o1 METAL SWING DOOR AND FRAME. .. .. A' n a a a ..4 a as . °D 36x80" WITH KEY ACCESS, :.., , PRIME AND PAINT WITH METAL DOOR WITH METAL 50% KYNAR FINISH : ; . • . ',' = O — — ., • A a. CONCRETE MASONRY WALL — — - D5 — —T a - °- -.co 4•!-IGHO DIAMETER 4 V-6" DIAMETER CONCRETE 4. ° d ¢ 4 4 A GALVANIZED STEEL PIPE 4 11/07117 RESUBMIT BOLLARD (TYP.):. a JAN 0 5 2018 tlA RECYCLE REGULAR"4 ;. , �; :,.,.�.. _ .�� TIES AT SOLID WASTE SOLID WASTE LASTING, DURABLE, LOW CONTAINER CONTAINER d AFS a. V-6- FIRST 8" OF CONCRETE. 4 Via' OPAQUE MATERIALS, a A o a 4 01 :6'THLCK As 4 d a , W! #4 REBAR A G4N€:4TE SLAB. @ 12* Q.C,E.W. 'a c a BOLLARD DETAIL SCALE: 1"=1'-0" 06 ... a .. 4 'd' A a - q 6' DIAMETER GALVANIZEDHINGE. POST (MIN. I °... a 2D' CLEAR Li�-S C � NING (MINI `.! _. 4 I - .. - 4 _. �. ° - '� a I + d 4 - �/ , .a a n Al APPROACH SI.A'F1<'. 44,'f 4•!-IGHO DIAMETER 4 V-6" DIAMETER CONCRETE # DATE DESCRIPTION GALVANIZED STEEL PIPE SUBMIT 11/07117 RESUBMIT BOLLARD (TYP.):. RESUBMIT JAN 0 5 2018 SHEET: THE ENCLOSURE SHALL BE CONSTRUCTED OF LONG ;. , �; :,.,.�.. _ .�� TIES AT LASTING, DURABLE, LOW AFS CHECKED BY: AFS MAINTENANCE, AND V-6- FIRST 8" OF CONCRETE. PROJECT OPAQUE MATERIALS, 510 A SCALE: 1/8"=1'-0" 01 1/4"=1'-0" 21 BOLLARD DETAIL SCALE: 1"=1'-0" 06 W 6' DIAMETER GALVANIZEDHINGE. POST (MIN. I GATE POST, PRIME Ot FINISH COAT : , .. VILA PSTER ENCLOSURE WITH /8UJ �� - n I I PAINT TO MATCH A.L.F. STUCCO FINISH.PRIME AND FINISH - - - -- - e ---- --- - f/ �ti > M Q co . ' 6" MINL L. 41 __r. METAL POST ; . `.. ` COAT PAINT TO MATCH T 0. SL A6 .., ! 0,-0" ISI AR .K EXISTING A.L.F. PAINT SCHEME. 4 -� 0 - --- - _ -- - - -- - - - - - - - - - - - 10 x 12 DOUBLE ENCLOSURE DESIGN PACT Z „I L- FILLED CELLS BOTH SIDES OF 1" H 0 to OPENING WITH (1)#5 REBAR I' J VERTICAL DOWEL -� Q LI_ LL �T CONCRETE MASONRY WALL DUMPSTER f I. ; < 60 PRECA 5 , STONE CAP ENCLOSURE WITH %- STCCO FINISH. CONCRETE MASONRY WALL DUMPSTER - i 0 — PRIME AND FINISH COAT PAINT TO MATCH ENCLOSURE WITH 5 " STCCO FINISH. MARINA ISLE ALF PAINT SCHEME. C i CD PRIME AND FINISH COAT PAINT TO MATCH - - - -_-. ( CV)ZU I M, ,, ISLE ALF PAINT SCHEME. - I d .1 FINISH GRADE OF PAVEMENT 241-01@PRECAST STONE CAP FILL CONCRETE i MASONRY CELLS # I �i. T.O. WALL " ,... BELOW OPENING 1 ...a •r.r.. ••, — 0 ., .. ::• : ...:... ".a'.., :..:'•.::'. 8 •0. ' W _ W I: I eLOCKABLE DOLIBI LE HUNG GATES .MATERIAL AND ..1N•' SCREEN N . 0 OOT BOLTS • - -, . • ITH 3000PSI ONC _ _ 10 x 12 DOUBLE ENCLOSURE ELEVATION • • ,- - - - •• .•. •' METAL SWING DOOR AND FRAME .. .. . ••; ..: • .. .. ., Imo. ......•: •. '. :. ESS, • � • ' • • 36x80" WITH KEY ACC . •°'�. PRIME AND PAINT WITH • .. • • NOTES: 50% KYNAR FINISH • , , ; .. . • CD - - CO _pi e- I- a .. , .. OBSTRUCTINGAWIRES OR OTHER OBSTRUCTIONS, O e a a' MINIMUM OF 'BET FROM ANY sTRJCTtffiE OR BELOW ANY . ... • , . .., . •.. .. .. , a d' •a 4 , ' .. • : ,. , 2. A MINIMUM OF 50 FEET CLEAR BACKUP SPACE FROM THE FRONT OF THE. ENCLOSURE IS REQUIRED FOR SERVICING. • ... .. • . . _ • ,' a. • ° . • d + PARKING AND LANDSCAPED AREAS MAY NOT BE USED FOR THIS:PURPO$I-. :.' • .. PAD TO BE CONSTRUCTED OF EITHER PSI. 6` CONCRETE :Vtif' A I(V � .. E POST, PRIME 8� FINISH -A.L.F. M , TE, • o MIN. HAL APPROACH PAD TO BE OF SAME COMPOSITION, ' '• 6 N METAL POST • COAT PAINT TO MATCH d av W. CONCRETE, :ass AT 12' Q.C: M W 12"x16 MONOSLAB FOOTER WITH n. THE ENCLOSURE $HALL BE 6 FEET HIGH OR 6 INCHES .4 ER THAN THE CONTAINER HEIGHT, WHICHEVER is . GREATER, WITH OPAQUE GA'L'ES OR DURABLE SCREENING. 6 TH IC PS 1Y� 5. BACKING INTO RIGHTS -CF -WAY TO SERVICE CONTAINERS SHALL NOT BE PERMITTED, (3) #5 RE CONTINUOUS. 0 -0 0 0'-0" � _ _-- o K, 4000 I 10 WWM RELINE. L - CONCRETE SLAB J -1 MINIMUM DESIGN I Department of Sanford ELEMENTS FOR SOLID FIGURE Development Services J � Dtment of Planning & N'13 V r`fr WASTE ENCLOSURE z W _ =; .., �. Date: Drawn By Q 2y8-2012 M. JONES W W I--- DUMPSTER DUMPSTER ENCLOSURE ELEVATION DETAILS SCALE: 1/4"=1'-0" 23 DOOR OPENING DETAIL AT DUMPSTER SCALE: 1/4"=1'-0EDULE'U' - FIG.: N-13 SCALE: 1/2"=1'-0" 02 W z U) 18"X18" BASE FOR 4" STL. POST, 3'-0" DEEP (TYP.) ROUNDED CONCRETE CAP 24'4- 24'4- WITH SMOOTH FINISH 12"x12" MONOSLAB FOOTER, AREA OF DOOR 2'-0" 2'-0" SEE DETAILS 03/A501 OPENING ABOVE 6" DIAMETER J" STEEL BOLLARD. #5 VERTICAL REBAR DOWELS • o ' 4' ABOVE GRADE, 3' BELOW GRADE �I / ■ I�' ■ - PAINT OSHA REGULATION YELLOW. M O L --_- O'iv O _ aDSa \ I I ' �-1 NOTE: Q " p 250OPS1 CONC. FILLED BOLLARD OF J N / �4"036" METAL BOLLARD, VERIFY LOCATION OF ALL 8 or 4 HAIRPIN- TYPIC%° 4 36" EMBEDMENT. 12"x2" MONOSLAB FOOTER, — UNDERGROUND UTILITIES PRIORSEE DETAILS 03/A510 EXCAVATION. sEAL TO GRIND ALL a T D 6x6 M EXPOSED EDGES SMOOTH. . a • ° v ' --' 7F „� D Q18"X1 / " BASE °V4 FOR 4FOR 4"dQ.STL. I1®- ILN1IV i.' d SLOPE CONC. AWAY FROM QPPST,PJ'-0" DEEP 3 00SI CONCRETE o CONC. FILLED BOLLARD O 2D ; EXPANSION JOINT Qpto A In D a� . D , a a CONCRETE SLAB ��" Imo) 1I D ° ° 6". 4000PSI 4000PSI iffml LIaD ° Q. CO6N"C, R4E6T0E 0PS6LA1 D D .I IFIdII. CONCRETE SLAB,CONCRETE SLABFLOAT FINISH, SL OPE OENCLOSURE: 1/16"/F T. a SLOPE ~• a 4ENCLOSURE: J167IFT. & VERICAL REBAR pOWELS.ENCLOSURE: 1/ B RAISED Y2" ABOVE SLOPE AWAY FROM DUMPSTERFL04T FINISH; ,AWAY FROM DUMPSTERAWAY FI20kbUMPSTERa " r*SURR(l�l'IIUIIII'N'1111'D''IIIIIIING GRADE. GRADE TO SLO PE AWAY FROM DUMPSTER L_— ----- :ENCL SURE --D --6 --v --- L _ �v co d - COMPACTED SOIL 6"-7" PIPE SLEEVE FOR #5 VERTICAL REBAR DOWELS 98"X16" CONCRE MASONRY WAL i'\ METAL DUMPSTER DOORS do LED CELL, ,30DOPSl CONC E / v v a a v o ch 6" CONC. PAD WJ 6x6-W1.4x1.4WWF METAL DOOR O v aP °v g� p, p 6"DIAMETER STEEL POST.4 DESIGNED FOR 10,000lbs/SINGLE zo SLAB RAISED 1¢" ABOVE v� oETA .0. 1 �' WHEEL LOAD LIMIT (4000PS1 CONC.) ' DROP ROD RELIEVER SUjRROUNDPNG GRADE GRADE TO °a a REVISIONS: 4 V-6" DIAMETER CONCRETE # DATE DESCRIPTION 03131/17 SUBMIT 11/07117 RESUBMIT 01/018 RESUBMIT JAN 0 5 2018 SHEET: v a o a a CLOSURE: 1/16"/FT. V ;. , �; :,.,.�.. _ .�� TIES AT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 ,\ (8 PLACES) vSLOPE AWAY FROM DUMPSTER 6" THICK, 4000PSI CONCRETE 4 V-6" DIAMETER CONCRETE 2U�ATES (SEE GATE ENCLOSURE. a o SLAB, FLOAT FINISH, SLOPE SECT. &ELEVATION �_ - SEE PART. PLAN ® `' av v a AWAY FROM DUMPSTER --- -- _ - GATE DETAIL ° v V ° _ FOUNDATION MIN. 2500 PSI. m #4 VERTICAL REBAR. #3 JAN 0 5 2018 SHEET: v a o a a CLOSURE: 1/16"/FT. V ;. , �; :,.,.�.. _ .�� TIES AT 19(o WWM STEEL REINFORCING 12-O.C.. PROVIDE (2) TIES WITHIN V-6- FIRST 8" OF CONCRETE. 510 DUMPSTER FOUNDATION AND WALL DETAILSSCALE: SCALE: 1/8"=1'-0" 01 1/4"=1'-0" 21 BOLLARD DETAIL SCALE: 1"=1'-0" 06 Elite Un 08009 bNo. 3w--&. LOCATION DOOR # DOOR AT DOOR W NH GO (W) x (H) W � Z U J Q W Cl) U Cl)W FRAMEw Q W Z L L DETAILS Q m J = W Q J (7 Z ~Q w LL W Lu Q = REMARKS DETAILS 0 m UJ <UJ < __j DOOR # DOOR AT Q LL LL EL60 METAL FRAME–� C o0U METAL FRAME METAL FRAME METAL FRAME 101-A, 102-A, 120-A, 121-A UNIT ENTRY X-0" x 6'-8" 17 1 3/4" SOLID MDF - PT WOOD F-1 PT H2 J2 S1 20 MIN. 4 LEVER HANDLE / CYLINDER LOCK / SPRING HINGE 101-B, 102-13, 120-B UNIT BATHROOM SLIDING Y -O" x 6'-8" 18 1 1/2" MASONITE - PT WOOD - PT H4 J4 - - 5 SLIDING "BARN" DOOR / "D" OR 6" BAR HANDLE 101-C, 102-C, 120-0 UNIT CLOSET PR 2'-8"x 6'-8" 19 1 1/2" MASONITE - PT WOOD MANUF PT H5 I J5 S7 - 6 SLIDING (TOP TRACK) CLOSET DOOR 103-A CHAPEL X-0" x 8'-0" 15 1 3/4" SOLID MDF 11-A PT WOOD F-3 PT H2 J2 S1 - 20 DEADBOLT / CLOSER )4 VESTIBULE - - - - - PT H1 J1 S1 20 MIN. 7 F20 MIN FIRE RATED 420-A ADMINISTRATION DESK T-0" x 6'-8" 20 105-A POTTING X-0" x 6'-8" 8 1 1/2" METAL PT PT METAL F-4 PT H1 J1 S3 T-0" x 8'-0" 11 1 1/2" 105-B POTTING X-0" x 8'-0" 4 1 3/4" ALUM. H7 PWDR ALUM. F-7 PT H7 J7 S10 1A 17 ALUM. 106-A HOUSEKEEPING X-0" x 6'-8" 6 1 1/2" METAL J7 PT METAL F-4 PT H1 J1 S7 1 1/2" 8 "':7 EXERCISE ROOM - - - J1 S5 20 MIN. 7 467-A LAUNDRY/TRASH T-0" x 6'-8" 11 1 1/2" METAL PT 108-A ACTIVITY ROOM X-0" x 6'-8" 8 11/211 METAL 12-A PT METAL F-4 PT H1 J1 S7 11 METAL € ` VESTIBULE - - - - - 470-A STAIR #1 3'-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 110-A PREP ROOM X-0" x 6'-8" 6 1 1/2" METAL PT METAL F-4 PT H1 J1 S6 METAL 8 PT 111-A CAFE X-0" x 3'-0" 21 1 1/2" SOLID WOOD 471 A STAIR #2 PT IMETAL - METAL - - - F-5 PT H8 ".2 SITTING - - - - - .: CIRCULATION SPACE - - - - - 117-A CORRIDOR 3'-0" x 6'-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 20 MIN. 8 WITHOUT ALUMINUM THRESHOLD 122-A MASSAGE THERAPIST X-0" x 6'-8" 17 1 3/4" SOLID MDF 10-A PT WOOD F-1 PT H1 11 S1 20 MIN. 6 122-B MASSAGE THERAPIST X-0" x 6'-8" 6 1 1/2" METAL PT METAL F-4 PT H3 J3 S8 9 123-A MECHANICAL CLOSET PR 2'-6" x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 10 124-A OFFICE HALLWAY X-0" x 6'-8" 17 13/4" SOLID MDF 10-A PT WOOD F-1 PT H2 J2 S5 7 125-A LOUNGE X-0" x 6'-8" 20 1 1/2" MASONITE - PT WOOD F-2 PT H3 J3 S5 9 126-A EXECUTIVE OFFICE X-0" x 6'-8" 17 1 3/4" SOLID MDF - PT WOOD F-2 PT H2 J2 S1 8 127-A I.T. ROOM X-0" x 6'-8" 20 1 1/2" MASONITE - PT WOOD F-2 PT H3 J3 S5 8 WITHOUT ALUMINUM THRESHOLD 128-A B.O.H. OFFICE X-0" x 6'-8" 20 1 1/2" MASONITE - PT WOOD F-2 PT H3 J3 S1 8 CARPET TRANSITION STRIP / NO THRESHOLD 129-A B.O.H. OFFICE T-0" x 6'-8" 20 1 1/2" MASONITE - PT WOOD F-2 PT H3 J3 S1 8 CARPET TRANSITION STRIP / NO THRESHOLD 130-A SALON T-0" x 6'-8" 8 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 134-A WAITING X-0" x 6'-8" 8 1 1/2" METAL 10-A PT METAL F-4 PT H1 11 S4 7 135-A NURSE 3'-0" x 6'-8" 20 1 1/2" MASONITE - PT WOOD F-2 PT H3 J3 S5 8 135-B NURSE BI -FOLD 2'-6"x 6'-8" 22 1 1/2" MASONITE - PT WOOD F-2 PT MANF MANF S5 MANF 136-A CLINIC 3'-0" x 6-8" 20 1 1/2" MASONITE - PT WOOD F-2 PT H3 J3 S5 8 WITHOUT ALUMINUM THRESHOLD 138-A MAIL ROOM X-0" x 6'-8" 6 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 11 WITHOUT ALUMINUM THRESHOLD 139-A BUSINESS X-0" x 6'-8" 8 1 1/2" METAL 10-A PT METAL F-4 PT H1 11 S5 9 140-A LOBBY (MAIN LEVEL) PR X-0" x 8'-0" 1 1 1/2" ALUM. PT ALUM. STRFRNT PT H10 J10 S10 16 141-A BOILER ROOM X-0" x 8'-0" 3 113/4'. METAL PT METAL F-6 PT H8 J8 S9 20 MIN. 7 142-A ELEVATOR MACHINE RM X-0" x 6'-8" 13 111/2" METAL PT METAL F-4 PT H1 11 S5 20 MIN. 7 143-A ELECTRICAL ROOM 3'-0" x 6'-8" 13 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 20 MIN. 7 144-A MECHANICAL CLOSET PR 2'-0" x 6'-8" 10 1 1/2" METAL PT METAL F-4 PT H1 J1 S3 10 147-A MARKETING OFFICE 3'-0" x 6'-8" 17 1 1/2" SOLID MDF 14-A PT WOOD F-1 PT H2 J2 S1 11 149-A WOMEN'S RESTROOM T-0" x 6'-8" 7 1 1/2" METAL PT METAL F-4 PT H2 J2 S4 21 150-A MEN'S RESTROOM T-0" x 6'-8" 7 1 1/2" METAL PT METAL F-4 PT H2 J2 S4 21 ;<F LIVING ROOM - - - - - 155-A THEATER PR-PKT 7-6" x 8'-0" 14 1 1/2" SOLID MDF PT WOOD MANF PT MANF MANF S1 MANF CARPET TRANSITION STRIP / NO THRESHOLD 156-A PORCH SCREEN T-0" x T-0" 16 1 1/2" ALUM. PT IALUM. MANF PT MANF MANF - MANF 156-B PORCH 3'-0" x 8'-0" 1A 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 17 PORCELAIN TILE AT INTERIOR & EXTERIOR 156-0 PORCH PR T-0" x 8'-0" 1 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 16 PORCELAIN TILE AT EXTERIOR 156-D PORCH X-0" x 8'-0" 1A 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 17 PORCELAIN TILE AT EXTERIOR 156-E PORCH SCREEN T-0" x T-0" 16 1 1/2" ALUM. PT ALUM. MANF PT MANF - MANF 157-A DINING ROOM PR T-0" x 6'-8" 9 1 1/2" METAL PT METAL F-9 PT H1 J1 S5 14 157-B DINING ROOM X-0" x 6'-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 15 158-A PRIVATE DINING ROOM X-0" x 8'-0" 15 1 3/4" SOLID MDF 11-A PT WOOD F-3 PT H3 J3 S5 20 KITCHEN - - - - - 165-A VESTIBULE 3'-0" x 6'-8" 6 1 1/2" METAL PT METAL F-4 PT H1 J1 S3 11 166-A LAUNDRY X-0" x 6'-8" 2 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 11 SEALED CONCRETE BOTH SIDES 167-A TRASH 3'4" x T-0" 2 1 1/2" METAL PT METAL F-6 PT H1 J1 S5 11 SEALED CONCRETE BOTH SIDES 167-B TRASH PR 3'-0" x T-0" 5 13/4" METAL PT METAL F-10 PT H8 J8 S9 10 168-A SPRINKLER (FIRE) 3'-0" x 7'-0" 2 1 1/2" METAL PT METAL F-6 PT H8 J8 S9 20 MIN. 7 170-A STAIR #1 3'-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 170-B STAIR #1 3'-0" x 7'-0" 2A 13/4" METAL PT METAL F-6 PT H8 J8 S9 45 MIN. 1 170-C STAIR #1 T-0" x 7'-0" 2A 13/4" METAL PT METAL F-6 PT H8 J8 S9 45 MIN. 3 171-A STAIR #2 T-0" x 7'-0" 2A 1 1/2" METAL PT METAL F-6 PT H8 J8 S9 45 MIN. 3 172-A EXIT 3'4" x 7'-0" 2A 1 3/4" METAL PT METAL F-6 PT H8 J8 S9 45 MIN. 3 LUXURY VINYL TILE INSIDE 175-A STAIR #3 T-0" x 7'-0" 2A 1 3/4" METAL PT METAL F-6 PT H8 J8 S9 45 MIN. 3 201A -216A; 231A -244A UNIT ENTRY X-0" x 6'-8" 17 1 3/4" SOLID MDF - PT WOOD F-1 PT H2 J2 S1 20 MIN. 4 201B-21613; 231B-2446 UNIT BATHROOM SLIDING X -0"x6-8" 18 11/2" MASONITE - PT WOOD - PT H4 J4 - - 5 201C -216C; 231C -244C UNIT CLOSET PR 2'-8"x 6-8" 19 1 1/2" MASONITE - PT WOOD MANUF PT H5 J5 S7 - 6 21 %' CORRIDOR - - - - - 218-A MECHANICAL CLOSET PR 2'-6" x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 10 219-A MC COMMON AREA PR 3'-0" x 6'-8" 9 1 1/2" METAL 14-A PT METAL I F-4 PT H2 J2 S1 20 MIN. 7 220-A SCREENED PORCH X-0" x 8'-0" 1A 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 17 PORCELAIN TILE AT EXTERIOR 220-B SCREENED PORCH X-0" x 8'-0" 1A 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 17 221-A ROOF TERRACE SCREEN T-0" x T-0" 16 1 1/2" ALUM. PT ALUM. MANF PT H7 J7 S10 MANF 222-A MECHANICAL CLOSET PR 2'-6"x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 10 223-A MECHANICAL CLOSET PR 2'-6" x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 10 224 ELEVATOR VESTIBULE - - - - 21'*1'*,**,*-- ELEVATOR VESTIBULE - - - - - 226-A BATHROOM 3'-0" x 6'-8" 6 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 11 ADA BATHROOM WITH PRIVACY LOCK 227-A MC DINING ACTIVITY PR T -O" x 6'-8" 9 1 1/2" METAL PT METAL F-9 PT H8 J8 S5 20 MIN. 14 228-A CORRIDOR PR 3'-0" x 6'-8" 9 1 1/2" METAL PT METAL F-9 PT H1 J1 S5 20 MIN. 14 229-A EQUIP. CLOSET 3'-0" x 6-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 20 MIN. 7 267-A LAUNDRY/TRASH 3'-0" x 6'-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S3 20 MIN. 7 268-A EXIT VESTIBULE PR 2'-6"x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 270-A STAIR #1 T-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 2 270-B STAIR #1 3'-0" x 6'-8" 12 1 3/4" METAL PT METAL F-5 PT H8 J8 S9 45 MIN. 2 271-A STAIR #2 X-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 275-A STAIR #3 X-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 1 301A -316A; 331A -344A UNIT ENTRY X-0" x 6'-8" 17 13/4" SOLID MDF - PT WOOD F-1 PT H2 J2 S1 20 MIN. 4 301 B-31613; 331 B-3448 UNIT BATHROOM SLIDING X-0" x 6'-8" 18 1 1/2" MASONITE - PT WOOD - PT H4 J4 - 5 301C -316C; 331C -344C UNIT CLOSET PR 2'-8" x 6'-8" 19 1 1/2" 1 MASONITE - PT WOOD MANUF PT H5 J5 S7 6 319-A COMMON AREA T-0" x 6'-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S1 20 MIN. 7 320-A ADMINISTRATION DESK 3'-0" x 6-8" 20 1 1/2" MASONITE PT WOOD F-2 PT H3 J3 S5 8 321-A BALCONY PR 3'-0" x 8'-0" 1 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 17 PORCELAIN TILE AT EXTERIOR 329-A EQUIP. CLOSET X-0" x 6'-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 20 MIN. 7 367-A LAUNDRY/TRASH 3'-0" x 61-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S3 20 MIN. 7 368-A EXIT VESTIBULE PR 2'-6" x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 10 370-A STAIR #1 3'-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 370-B STAIR #1 X-0" x 6'-8" 12 13/4" METAL PT METAL F-5 PT H8 J8 S9 45 MIN. 1 371-A STAIR #2 3'-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 1 1 -1/ 1 1 1 1 1. /U- I I I I I I - I I - :d 5A 2 LOCATION DOOR FRAME Z ~ W W W Cn� REMARKS w (n (W) x (H) W a Z U = H J Q W ¢ Cn Cn Cn J Q W Wto DETAILS 0 m UJ <UJ < __j DOOR # DOOR AT Q LL LL EL60 METAL FRAME–� C o0U METAL FRAME METAL FRAME METAL FRAME co eo j� co c0 _ 0 401A -418A; 431A -444A UNIT ENTRY T-0" x 6'-8" 17 1 3/4" SOLID MDF - PT WOOD F-1 PT H2 J2 S1 20 MIN. 4 Zo 401 B-41813; 431 B -4444B UNIT BATHROOM SLIDING 3'-0" x 6'-8" 18 1 1/2" MASONITE - PT WOOD - PT H4 J4 - 5 401C -418C; 431C -444C UNIT CLOSET PR 2'-8" x 6'-8" 19 1 1/2" MASONITE - PT WOOD MANUF PT H5 J5 S7 FIRE RATED 6 419-A COMMON AREA PR 3'-0" x 6'-8" 9 1 1/2" METAL PT METAL F-9 PT H1 J1 S1 20 MIN. 7 F20 MIN FIRE RATED 420-A ADMINISTRATION DESK T-0" x 6'-8" 20 1 1/2" METAL IFFIRE RATED PT METAL F-2 PT H3 J3 S5 8 421 A BALCONY T-0" x 8'-0" 1A 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 17 421-B BALCONY T-0" x 8'-0" 1A 1 1/2" ALUM. PT ALUM. STRFRNT PT H7 J7 S10 F4 17 F6 429-A EQUIP. CLOSET 3'4" x 6'-0" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S5 20 MIN. 7 467-A LAUNDRY/TRASH T-0" x 6'-8" 11 1 1/2" METAL PT METAL F-4 PT H1 J1 S3 20 MIN. 7 468-A EXIT VESTIBULE PR 2'-6" x 6'-8" 10 1 1/2" METAL PT METAL F-8 PT H1 J1 S3 10 470-A STAIR #1 3'-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 470-B STAIR #1 3'-0" x 6'-8" 12 1 3/4" METAL PT METAL F-5 PT H8 J8 S9 45 MIN. 1 471 A STAIR #2 3'-0" x 6'-8" 12 1 1/2" METAL PT METAL F-5 PT H8 J8 S3 45 MIN. 1 I DOOR SCHEDULE SCALE: 3"=1'-0" 1 03 1 6'-0" 3'-0" 3'-0"3� '-0"� 3 '-0" 3 '-0" 6--0- ]k 3'-0" ,, ,, 3'-0" ,, 3'-0" 3'-0" 3._ " 3, -_ " 3, -_ �- ALUM. ALUM. ALUM. METAL METAL METAL METAL METAL METAL METAL METAL 3TOREFRON7 STOREFRONTSTOREFRONT INSULATED INSULATED INSULATED INSULATED INSULATE H.C. H.C. H.C. 2 -PANEL 2 -PANEL - 2 -PANEL 2 -PANEL 45 MIN. - 2 -PANEL IGLASS LIT 2 -PANEL 2 -PANEL 2 -PANEL LASS -LIT CD CO o o CO o0 _9 co 00 00 CV p N CV p O Eco,) Ecc,)) O OI E G Ec,)] Ev�) c� c) c� c� Ic� c%) ih I 0 1A o 0 0 0 0 0 0 0 EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 5--0- 6--011 '-0"6'-0" 5'_0" 2'-6" 2'-6" 31-0" 3'-0" 3'-0" 2'-6" 2'-6" 3'-0" 3'-0" 3'-0" 31 1 I r-� T l II II O10 11 12 (1D 16 EXTERIOR TYPICAL UNIT 5'-O" ENTRY/OFFICE 3'-0" 31.0^ SOLID I \ HOLLOW BI -FOLD . DOOR TYPES MDF I CORE MDF NI X-0-0" y 2 L METAL DOORS: DAYBAR 'I I 2 DECORATOR SERIES 2 PANEL Co ( p p p p Co Co 0 o STOREFRONT DOORS: YKK YHS35/SH50 ALUMINUM DOORS, Fo _o 0 0 ANTIQUE BRONZE, 1" INSULATED GLASS C+) I co M _ INTERIOR DOORS: MASONITE SOLID MDF 20 MIN. DOOR. 2 -PANEL HOLLOW CORE 'CLASSIC' 2 -PANEL 17 18 19 20 21 22 DOOR ELEVATIONS SCALE: 1/4"=1'-0" 03 3.4. " , X_0" " WIDTH 3'-0" " WIDTH _ 19 61.0„ " WIDTH " WIDTH N WIDTHT WIDTH WIDTH - 5 -0 6'-0" WIDTH �V_I cV_I IV , cV.I WIDTH N WIDTH TI N 6'-0" 1'-4" 3'-4" N o o 0 SCHEDULED iV = SCHEDULED SCHEDULED - �V) SCHEDULED o ( DOOR QD W ® DOOR ® o DOOR o Q DOOR _ — C) WOOD 0 WOOD i p j W M PANEL cM PANEL ch /-t�i ch �. LASS TYPES TYPE(D y" TEMPERED / CLEAR TYPE® y" TEMPERED / FROSTED TYPE(3) 1" TEMPERED INSULATED/ LOW -E 10A 11A 12A 14A DOOR SCHEDULE SCALE: 3"=1'-0" 10 DOOR WINDOW LITE - ELEVATIONS SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENONEERING - INTERIORS 3210 S. Osceola Ave. Odando,FL 32806 407.325.3550 www.elitouniversalarchitects.com 0 Ctpytight 2017 Bit Unhre"' LLC. NI' III.S RmwA d. CONSULTANT PROJECT I'A WOOD FRAME W WOOD FRAME H WOOD FRAME Q M METAL FRAME h■�I Q Uoo° w METAL FRAME METAL FRAME Q LL LL EL60 METAL FRAME–� C o0U METAL FRAME METAL FRAME METAL FRAME co eo j� co c0 _ 0 � cp 00 - 9 F � Zo im &D io &D io Ca x FIRE RATED FIRE RATED FIRE RATED FIRE RATED F20 MIN FIRE RATED I FIRE IFFIRE RATED FIRE RATED F1 F2 F3 F4 F5 F6 F7 F8 F9 O F10 O DOOR FRAME TYPES SCALE: 1/4"=1'-0" 03 6'-0" 1'-4" 3'-4" N o o 0 SCHEDULED iV = SCHEDULED SCHEDULED - �V) SCHEDULED o ( DOOR QD W ® DOOR ® o DOOR o Q DOOR _ — C) WOOD 0 WOOD i p j W M PANEL cM PANEL ch /-t�i ch �. LASS TYPES TYPE(D y" TEMPERED / CLEAR TYPE® y" TEMPERED / FROSTED TYPE(3) 1" TEMPERED INSULATED/ LOW -E 10A 11A 12A 14A DOOR SCHEDULE SCALE: 3"=1'-0" 10 DOOR WINDOW LITE - ELEVATIONS SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENONEERING - INTERIORS 3210 S. Osceola Ave. Odando,FL 32806 407.325.3550 www.elitouniversalarchitects.com 0 Ctpytight 2017 Bit Unhre"' LLC. NI' III.S RmwA d. CONSULTANT PROJECT I'A W F H HLLj Q M h■�I Q Uoo° w �LU0< H Q LL LL EL60 o0U It,: J U) � J W � = W U U) W 0 O Z O Q 0 A-�01 Andrew Se&Ier, PA ARD016658 (FL) REVISIONS: # DATE DESCRIPTION 03131/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31,2017 SHEET: A 520 Elite Universal Job No. 08009 - ACOUSTICAL BAT INSUL. 7 1 4" / 5/8- GYP. BD. / EACH SIDE OF 6" METAL STUD - ACOUSTICAL BAT INSUL. 7 1 4" / 5/8 GYP. BD. EACH SIDE OF 6 '� METAL STUD - REF. WALL TYPE ACOUSTICAL BAT INSULATION 5/8" GYP. BD. » EACH SIDE OF 6 ,. METAL STUD - '.> ' � ACOUSTICAL " BATTS MASONITE TOP OF DOOR STRAP , STAINLESS STEEL WITH DOOR STOP RESTRICTORS 4" S4S DOOR TRIM, HEAD &JAMB 5 8 GYP. BD. / �� EACH SIDE OF 6 METAL STUD - REF. WALL TYPE �:. '• RUBBER CUSHION , - �•.:. WW&VBtSAL ARNrrECTURE-ENGINEERING-INTERMS 321oS.Osceola Ave. 0407.325.3550 8 vrvwv.eliteuniversalarchitects.com O 2017 E1fe Uvmf 1, LLC. Al WbBPimed. & WOOD FRAME (BEYOND) REF. WALL TYPE CAULK ALL JOINTS REF. WALL TYPE TYPICAL INTERIOR '' r • :. 4" S4S DOOR .. � � ". ' . a CONSULTANT » 4 VINYL BASE, TYP. 4 VINYL BASE, TYP. % H.M. DOOR PAINTED' » p WITH METAL THRESHOLD - ; 6 S4S WOOD BASE, TYP. 6 QUARRY TILE BASE, TYP. SET IN CAULK BED .`.•. CAULK ALL JOINTS :. CAULK ALL JOINTS :.., MTL THRESHOLD SET IN CAULK BED W H.M. DR FRAME (BEYOND) O M DOOR H.M.4 . �� TRIM, HEAD & , r �i IN CAULKING BED RUBBERORING �� '`.', 4" S4S WOOD TRIM, :.. , 4" S4S WOOD TRIM, •. " S4S WOOD TRIM, • '.. - SCHEDULED FLOOR QUARRY TILE FLOOR ON FLOOR 6" QUARRY TILE FLOOR FLOAT FINISH CONC. ACRYLIC GROUT JOINT SEALER � `'. �.' CARPET A JAMB ASPHALTIMPREGNATED FINISH FLOOR SEALED CONE. CHECKED BY: AFS CAULK ALL JOINTS `:' CAULK ALL JOINTS : ':.;' CAULK ALL JOINTS �,` " �� <: MAX. SLOPE )"/FT. SIZE, FINISH AND • ..- _ .. ' •° .e •.° .P.s, ° .° .e.° •°. .s_ ' ° : •. p. .° TING PER DOOR SCHEDULE •.e,° s •.e..°p...� ° .. •'. .. � ° a .. ° r%r ' or ° s ..° .s• .. .:•y.�''-A•. ,•N, .. N :' ONC.� Eyy CpNC � . •. . N SHEET: ► p r ° ° .. p ee ° ° • .. p e � to p e. r ° p °. ee .. p e e a �' �, . e � ALK . SLAB '. :. _ r H.M. DOOR .'p B 1 Base DetailB2 Base Detail Scab 3•--V-V Scale 3'=1'-0' B3 Base Detail S6 Sill Detail Scale 3'=1'-0' S7 Sill Detail S8 Sill Detail S9 Sill Detail X FRAME -TYPE ' SOLID MDF 20 MIN. Scab 3'=T -O" Scale 3'=1'-0' Scab 3'=1'-0' Style 3'=1'-0' f DOOR DETAILSCALE: SIZE, FINISH AND .� DOOR & FRAME - WOOD DOOR & FRAME - Y=1'-0" 01 Elite UniBv I Job No. RATING PER TYPE SIZE, FINISH j� AND RATING PER TYPE, SIZE, FINISH AND ; DOOR SCHEDULE DOOR SCHEDULE RATING PER DOOR 4" S4S DOOR TRIM, \ WEATHERSTRIPING SCHEDULE HEAD & JAMB J = \ l .:, r SMOKESEAL .. PAINTED WOOD TRIM 2 -PANEL DOOR HOLLOW CORE MASONITE 4' BAR PULL GRIP, OR - TYPE, SIZE, RATING PER 20 MIN. 2 -PANEL DOOR - TYPE, SIZE, DOOR -TYPE, SIZE, RATING PER DOOR BARN SLIDING DOOR - ' ' D SHAPED HANDLE PREMANUFACTURED DOOR ROLLING KIT, PAINTED WOOD TRIM DOOR SCHEDULE RATING PER DOOR SCHEDULE TYPE, SIZE, RATING BARN SLIDING DOOR - SUSPENDED SCHEDULE PER DOOR SCHEDULE. 4" S4S DOOR TRIM, SLIDER HAS DOOR TYPE, SIZE, RATING HEAD &JAMB STOPPERS. PER DOOR SCHEDULE. Head/Jamb Detail -Steel H 1 /J 1 Head/Jamb Detail -Unit Entry H2/J2 Head/Jamb Detail H3/J3Scale3'=1'�3.=1•.a.3'=1'-0" H4Scale Head Detail -Barn AScale Jamb Detail-Bam SLIDER HAS DOOR H5Scale Head Detali-Slider J5Scale Jamb Detail -Slider Scabr=1'-0" $Cab3'=P-0' STOPPERS. 3'=,'-0•3.=V-0' PO R�SIOCYNANURATE BOARD / .:` .,.'Xz PTPBOARD x X\d 1 11.2 20ga. ITL 1 1`2 20ga. MTL Z- IN 24 O.C. Z -FURLING, 24 O.C. CONCRETE HEADER & / ,.:; CONCRETE HEADER & y" STUCCO, SMOOTH FIN. �' STUCCO, SMOOTH FIN. PROJECT ALUM. JAMB BEYOND e MSI e� GLASS AND ALUMINUM DOOR SEALANT, CONTINUOUS SEALANT, CONTINUOUS W HOLLOW METAL DOOR, PCT L M �M 2 � INSULATED LOW -E GLASS E"'y ® DOORI SYSIEIIADOW AND P-PANDL' AINTE C >Mp GYPSUM WALLBOARD GYPSUM WALLBOARD �..� Q 4 2" O O 1 / w �W0Q H7 Head Detail H8Scale3"=1'-T Head Detail _j LL LL scab3'=r-0• �OL�SSCYANtJRATE BOARD rr hh " R I N SAmRWELV�YOTION H 10 Head Detail 00 V a W O p p Scab 3"=T -V Z O SUM WALLBOARD ' /7 S U GYP tJM WALLBOARD �j � � Q V A WOOD TRIM WOOD TRIM 1 112 20ga• MTL p 1 518 , 2Qga. MTL ALUM. JAMB W/ STOP TYP. �`-+ Z -FURLING STUDS, 24 O.C. STUDS, 24 O.C. ALUM. THRESHOLD BELOW M" r ON ONE SIDE ON BOTH SIDE CAULKING CAULKING 2" §VV18" - 1" 1/4" - 1" 1/4" STOREFRONSYSTWEMND DOOR �OTMAIATCOHOEXISTING » " INSULATED GLASS MALL STYLE AND SPEC'S 0 5/8 5/8 ori � � y � :. i � r �y .. METAL DOOR � z z 3/4" @ E1 z z w O w O W / ry 11/2@E is O O H ;� " ' H H >Lo E F CL - o a a _ W < o X U OR e E1 m m � /, _ SHk 0co 0 J10Jamb Detail WOOD WOOD m \ ! scab3•=r-0• W sJ g SPLIT JAMB SPLIT JAMB HOLLOW METAL HOLLOW METAL LO xJ ALUMINUM WINDOW HOLLOW METAL 61 C WOOD TRIM D WOOD TRIM p &DOOR FRAME DOOR FRAME W I A HOLLOW METAL B HOLLOW METAL ON ONE SIDE o STUCCO OU CAULKING" STUCCO AROUNp D00R, CAULKING O O ON BOTH SIDE 3Oq� 3 COAT SYSTEM. _ U W J7 Jamb Detail J8 Jamb Detail v) a Scale 3'=1'-0" Scale 3"=1'-0• Q 0 z ALUM DOOR FRAME Q Q SOLID MDF DOOR & H.M. DOOR FRAME O_ (BEYOND) WOOD FRAME (BEYOND) (BEYOND) METAL DOOR & SOLID MDF DOOR & SOLID MDF DOOR & � � FRAME (BEYOND) w ALUM DOOR PAINTED WOOD FRAME (BEYOND) WOOD FRAME (BEYOND) X WITH ALUM. `THRE HOLD g L,J SET IN CAULK BED H.M. DOOR PAINEID _ CAULK SEALANT ADA COMPLIANT ALUMINUM WITH METAL THRESHOLD ADA COMPLIANT ALUMINUM ADA COMPLIANT ALUMINUM "PRREE FO CAULK/ SEALANT THRESHOLD SET SET IN CAULK BED FLOAT FIN. CONCRETE DOOR THRESHOLD SET DOOR THRESHOLD SET �OLATION IN CAULKING BED FLOAT FIN. C CORAE FINISH FLOOR I LUXURY VINYL TILE WITH 2 -CDA WITH 2 -COATS IN CAULKING BED LUXURY VINYL 11LE IN CAULKING BED LUXURY VINYL 11LE LUXURY VINYL TILE/ASPHALT IMPREGNATED LUXURY VINYL' TILE ACRYLIC SEALER qU( gARRY N11 FLOG ON ACRYLIC SEALERAR T RLIBBER GYM YTLIC G OUTOJOINT SEALER LUXURY VINYL TILE PORCELAIN TILE /PORCELAIN TILE PORCELAIN TILE/ MAX. SLOPE 1�" FT. o�G /SEALED CONCRETE SEALED CONCRETE X/ FT. ;' SEAL NES STEM R ESLAB C _ �'. ro ' ° 'p a �° '.. : s 'p a #° .. . e .p ° �_ m � °., p e .. � .• °,. •. r ca D °'. d °'.. d ° .. ' •�' D X X , �.( ffiS 10 Sill Detail S 1 Sill Detail S2 Sill Detail S3Scale3*=1'-0'Sill Detail S4Scala3'=1'-O`Sill Detail S5Smle3*=l'VSill Detail scale3'=1'-0" AndrewSecNer,PA Scale3"=T-0' Scale3'=1'-0" AR0016658 (FL) FIBERGLASS DRSEALOARNTED REVISIONS:- # DATE DESCRIP71aJ H M DO 03131/17 SUBMIT 77, OR FRAME (BEYOND) MASONITE SLIDING DOOR & WOOD FRAME (BEYOND) MASONITE SWING DOOR 6" S4S WOOD BASE, & WOOD FRAME (BEYOND) TYPICAL INTERIOR » 4 VINYL BASE, TYP. 4 VINYL BASE, TYP. % H.M. DOOR PAINTED' » p WITH METAL THRESHOLD - ; 6 S4S WOOD BASE, TYP. 6 QUARRY TILE BASE, TYP. SET IN CAULK BED o `,` �. p ALt�tr��JU�I-RESHOLD SET SLIUttKK SMI �� R J, ER T-MpU�p q�SIT'N STRIP IN CAULKINGIED MTL THRESHOLD SET IN CAULK BED W H.M. DR FRAME (BEYOND) DRAWN BY: AFS r CARPET IN CAULKING BED RUBBERORING �� '`.', LPA p�0,� % CAULK/SEALANT - SCHEDULED FLOOR QUARRY TILE FLOOR ON FLOOR 6" QUARRY TILE FLOOR FLOAT FINISH CONC. ACRYLIC GROUT JOINT SEALER � `'. �.' CARPET PORCELAIN 11LE ASPHALTIMPREGNATED FINISH FLOOR SEALED CONE. CHECKED BY: AFS DATE: MARCH 31, 2017 SCHEDULED FLOOR SCHEDULED FLOOR FSCHEDULED % �,` " �� <: MAX. SLOPE )"/FT. FLOAT FIN. • ' •° .e •.° .P.s, ° .° .e.° •°. .s_ ' ° : •. p. .° •° b.•s .s ° .e: ° .°.° s.e'° ... .. .. •.e,° s •.e..°p...� ° .. •'. .. � ° a .. ° •> � .. ° s ..° .s• .. .:•y.�''-A•. ,•N, .. N :' ONC.� Eyy CpNC � . •. . N SHEET: ► p r ° ° .. p ee ° ° • .. p e � to p e. r ° p °. ee .. p e e a �' �, . e � ALK . SLAB '. :. _ .'p B 1 Base DetailB2 Base Detail Scab 3•--V-V Scale 3'=1'-0' B3 Base Detail S6 Sill Detail Scale 3'=1'-0' S7 Sill Detail S8 Sill Detail S9 Sill Detail X 521 Scab 3'=T -O" Scale 3'=1'-0' Scab 3'=1'-0' Style 3'=1'-0' DOOR DETAILSCALE: Y=1'-0" 01 Elite UniBv I Job No. HARDWARE NOTES & SCHEDULE 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE. 2. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR AND FRAME TO BE SHOP PRIMED AND PAINTED. 3. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER. SUBMIT OTHERS FOR APPROVAL. LOCKS NEED TO BE REKEYABLE. 4. ALL DOORS AND HARDWARE TO COMPLY WITH NFPA 101-5-2.1.5. 6. ALL DOORS AND HARDWARE TO COMPLY WITH THE FLORIDA ACCESSIBILITY CODE AND THE A.D.A. FEDERAL REGULATION CODES, UTILIZING A LEVER LATCH OR LOCKSET. 7. ALL STORE FRONT SYSTEM DOOR KEYING SHALL BE INDIVIDUAL AND MASTER KEYED. PROVIDE 2 SETS OF KEYS FOR EACH TENANT SPACE AND THREE MASTER KEYS TO THE OWNER. REAR EXIT DOORS SHALL BE KEYED TO FRONT DOOR. HARDWARE SET #11: (RIM PANIC EGRESS DOOR) 'NO LOCKING DEVICE' (1) RIM EXIT DEVICE, PANIC BAR. HAGER-'4700 SERIES' l GRADE 1 RIM PANIC DEVICE RIM EXIT DEVICE ANSI A156.3 GRADE 1. US32D FINISH. (1) LEVER HANDLE AT STAIR SIDE, HAGER -'2500 SERIES' LEVER I GRADE 2 CYLINDRICAL LEVER (1) CLOSER. HAGER -'5200 SERIES' l GRADE 1 HEAVY DUTY CLOSER (1) ALUMINUM THRESHOLD WITH TRANSITION PLATE (1) SMOKE SEALS HARDWARE SET #2: (DELAYED RIM PANIC EGRESS DOOR) 'DELAYED CLOSER/PANIC HARDWARE AT MEMORY CARE EGRESS' (1) DELAYED RIM EXIT DEVICE, PANIC BAR. SIRENLOCKTm MODEL 7151 GRADE 1 RIM PANIC DEVICE RIM EXIT DEVICE ANSI A156.3 GRADE 1. US26D FINISH. (1) LEVER HANDLE AT STAIR SIDE, HAGER -2500 SERIES' LEVER I GRADE 2 CYLINDRICAL LEVER (1) CLOSER. HAGER -'5200 SERIES'( GRADE 1 HEAVY DUTY CLOSER (1) ALUMINUM THRESHOLD WITH TRANSITION PLATE (1) SMOKE SEALS HARDWARE SET #3: (RIM PANIC EGRESS DOOR) <; :%frf;%< 'NO LOCKING DEVICE' (1) RIM EXIT DEVICE, PANIC BAR. HAGER-'4700 SERIES' l GRADE 1 RIM PANIC DEVICE RIM EXIT DEVICE ANSI A156.3 GRADE 1. US32D FINISH. (1) LEVER HANDLE WITH CYLINDER LOCK AT EXT. SIDE, HAGER -2500 SERIES' LEVER (1) CLOSER. HAGER -'5200 SERIES' I GRADE 1 HEAVY DUTY CLOSER (1) ALUMINUM THRESHOLD WITH TRANSITION PLATE (1) WEATHERSTRIPING HARDWARE SET #4: (UNIT ENTRY DOOR) (1) LEVER HANDLE. HARNEY HARDWARE -'LARGO SERIES' 87380 ( GRADE 1 RIM PANIC DEVICE CYLINDER LOCKSET, SATIN NICKEL FINISH. ADA PUSH-BUTTON INTERIOR LOCK I ANSI 3 (1) SPRING HINGE CLOSER. HEAVY DUTY CLOSER I HARNEY HARDWARE - HH2O6026D (1) ALUMINUM THRESHOLD WITH TRANSITION PLATE (1) SMOKE SEALS (1) WALL PROTECTOR. 3Y4" SMOOTH WHITE, SELF ADHESIVE HARDWARE SET #5: (UNIT BARN SLIDING DOOR) (2)10" PULL BAR HANDLE. DOORWARE 1 10" CONTEMPORARY PULL. S3S-H1000. 2 SIDED DOOR PULL. US15 SAT. NICKEL FINISH (1) BARN DOOR HARDWARE - "TOP OF DOOR STRAP" ( STAINLESS STEEL FINISH WITH DOOR STOP 34.5" MIN. OPENING WITH DOOR PULL HARDWARE HARDWARE SET #6: (UNIT BI -PASS SLIDING DOOR) (1) BI -PASS DOOR WITH ROUND PULLS. JOHNSON HARDWARE 1111SD SERIES 2 SIDES DOOR PULLS - ROUND. SATIN NICKEL FINISH HARDWARE SET #7: (OFFICE 20 MIN. RATED ENTRY DOOR) (1) LEVER HANDLE. HAGER -'2500 SERIES' LEVER I GRADE 2 CYLINDER LEVER CYLINDER LOCKSET. SATIN NICKEL FINISH. ADA PUSH-BUTTON INTERIOR LOCK I ANSI 3 (1) SPRING HINGE CLOSER. HEAVY DUTY CLOSER (1) ALUMINUM THRESHOLD WITH TRANSITION PLATE (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-1/2 X 4-1/2, US26D SATIN NICKEL (1) SMOKE SEALS (1) ALUMINUM TRANSITION STRIP HARDWARE SET #8: (OFFICE ENTRY DOOR) ',f`),T'1'A,'. (1) LEVER HANDLE. HAGER -'2500 SERIES' LEVER I GRADE 2 CYLINDER LEVER CYLINDER LOCKSET. SATIN NICKEL FINISH. ADA PUSH-BUTTON INTERIOR LOCK I ANSI 3 (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-1/2 X 4-1/2, US26D FINISH (1) ALUMINUM TRANSITION STRIP HARDWARE SET #9: (OFFICE ADMIN. PASSAGE ENTRY DOOR) (1) LEVER HANDLE. HAGER -'2500 SERIES' LEVER I PASSAGE SET, LEVER SATIN NICKEL FINISH. (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-112 X 4-1/2, US26D FINISH HARDWARE SET #10: (B.O.H. 20 MIN. PAIR RATED ENTRY DOOR) (2) LEVER HANDLE. HAGER -2500 SERIES' LEVER I GRADE 2 CYLINDER LEVER CYLINDER LOCKSET. SATIN NICKEL FINISH. I ANSI 3 (1) CLOSER. HAGER-'5200 SERIES' I GRADE 1 HEAVY DUTY CLOSER (1) ALUMINUM THRESHOLD WITH TRANSITION PLATE (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-1/2 X 4-1/2, US26D SATIN NICKEL (1) SMOKE SEALS (1) DOOR ASTRIGAL, VERTICAL METAL STRIP HARDWARE SET #11: (LOCKABLE ENTRY DOOR) (1) LEVER HANDLE. HAGER -2500 SERIES' LEVER I GRADE 2 CYLINDER LEVER CYLINDER LOCKSET. SATIN NICKEL FINISH. ADA PUSH-BUTTON INTERIOR LOCK I ANSI 3 (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-112 X 4-1/2, US26D FINISH (1) CLOSER. HAGER-'5200 SERIES' l GRADE 1 HEAVY DUTY CLOSER (1) ALUMINUM TRANSITION STRIP HARDWARE SET #12: (SPARE) HARDWARE SET #13: (SPARE) HARDWARE SET #14: (RIM PANIC EGRESS DOOR) <,<" (2) RIM EXIT DEVICE, PANIC BAR. HAGER -'4700 SERIES' l GRADE 1 RIM PANIC DEVICE RIM EXIT DEVICE ANSI A156.3 GRADE 1. US32D FINISH. (2) LEVER HANDLE AT PULL SIDE, HAGER -'2500 SERIES' LEVER I GRADE 2 CYLINDRICAL LEVER CYLINDER LOCK AT DOORS (2) CLOSER. HAGER -'5200 SERIES'l GRADE 1 HEAVY DUTY CLOSER (2) HOLD -OPEN TURN DOWN DOOR STOP(S) HARDWARE SET #15: (RIM PANIC EGRESS DOOR) :)'1-<`G ' `�<1 (2) RIM EXIT DEVICE, PANIC BAR. HAGER -'4700 SERIES' l GRADE 1 RIM PANIC DEVICE RIM EXIT DEVICE ANSI A156.3 GRADE 1. US32D FINISH. (2) LEVER HANDLE AT PULL SIDE, HAGER -'2500 SERIES' LEVER I GRADE 2 CYLINDRICAL LEVER CYLINDER LOCK AT DOORS (2) CLOSER. HAGER -'5200 SERIES' I GRADE 1 HEAVY DUTY CLOSER (2) HOLD -OPEN TURN DOWN DOOR STOP(S) HARDWARE SET #16: (STOREFRONT EGRESS DOOR) f1 '.LE (2) RIM PANIC EXIT DEVICE. ADAMS RITE 8800 1 ANTIQUE BRONZE (2) MANUFACTURERS DOOR HARDWARE -PULL BAR. (2) CLOSER. HAGER -'5200 SERIES' I GRADE 1 HEAVY DUTY CLOSER I BRZ (1) ALUMINUM TRANSITION PLATE (1) WEATHER STRIPING HARDWARE SET #17: (STOREFRONT EGRESS DOOR) (1) RIM PANIC EXIT DEVICE. ADAMS RITE 8800 1 ANTIQUE BRONZE (1) MANUFACTURERS DOOR HARDWARE -PULL BAR. (1) CLOSER. HAGER -'5200 SERIES' l GRADE 1 HEAVY DUTY CLOSER I BRZ (1) HOLD -OPEN TURN DOWN DOOR STOP (1) ALUMINUM TRANSITION PLATE (1) WEATHER STRIPING HARDWARE SET #18: (SPARE) HARDWARE SET #19: (SPARE) HARDWARE SET #20: (CHAPEL/DINING ENTRY DOOR) (1) GRAB/PULL BAR, (1) GRAB/PULL BAR, DOORWARE 1 10" CONTEMPORARY PULL. S3S-H1000. 1 SIDED DOOR PULL. US15 SAT. NICKEL FINISH (1) PUSH PLATE, STAINLESS STEEL (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-1/2 X 4-1/2, US26D SATIN NICKEL (3) SILENCERS (1) CLOSER (1) WEATHERSTRIPING (1) WALL STOP HARDWARE SET #21: (RESTROOM ENTRY DOOR) (1) GRAB/PULL BAR, DOORWARE 1 10" CONTEMPORARY PULL. S3S-H1000. 1 SIDED DOOR PULL. US15 SAT. NICKEL FINISH (1) PUSH PLATE, STAINLESS STEEL (1-1/2 PR.) BUTT HINGES, HAGER #BB1279, 4-1/2 X 4-1/2, US26D SATIN NICKEL (3) SILENCERS (1) CLOSER (1) WEATHERSTRIPING (1) WALL STOP DOOR HARDWARE SCHEDULE SCALE: NOT TO SCALE 1 16 1 DOOR HARDWARE SCHEDULE SCALE: NOT TO SCALE 01 1;4& ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceda Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarch itects.com OCWlW 2017 Elie MMSALLC. AM Rijft_R-11.d. CONSULTANT PROJECT A W ISI H � H QM W �)OO 04 Luo OU) �QLLLL � 0 ►� ZI- 1= oLLU a ►i W LLIQ J Q W _ = W U 0 t!) 0 0 SEAL -c1 Andrew SscMer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 522 Elite Universal Job No. 08009 VINYL PUNCHED WINDOW, 6'-0" INSULATED LOW -E GLASS SURFACE APPLIED CONTOUR GRID, SIMULATED DIVIDED LITE (SDL) L 6'-0" 1 EXTERIOR Ali 0 SLOPED SILL p 6"x2" STUCCO TRIM, cv) VINYL PUNCHED WINDOW, INSULATED LOW -E GLASS SURFACE APPLIED CONTOUR GRID, SIMULATED DIVIDED LITE (SDL) 0 0 CUSTOM WINDOW IN WOOD FRAME & MULLEONS. Y4" TEMPERED GLASS 6'-0" 2'-9" tV ifl 'n ® 60 co °0 is - N p M c7 <3> CUSTOM 2"x4" WOOD BRACING 4"x4" WOOD POST, STAINED, MITERED CORNERS Y4" TEMPERED GLASS, CLEAR %"X3/4" WOOD TRIM FRAMING 0 Zo 6"x2" STUCCO TRIM, SMOOTH 6'-0" 0 0 POWDER COAT ALUMINUM Z-) PTAC LOUVER O O 6'-0" 6'-0" (V O o \ / 'n 00 / \ o cv) / \ cn 9 10 EXTERIOR EXTERIOR 15'-4" 4'-6" 6'-4 4'-6- 4'-21' 6'-0" 4'-2" \ 2"x4" ALUMIJVUM / STOREFRONT FF WITH 1" INSULAT \ / LOW -E GLASS 2a STOREFRONT 23 CUSTOM 3'-2" 2'-10" 4 EXTERIOR VINYL PUNCHED WINDOW, INSULATED LOW -E GLASS SURFACE APPLIED CONTOUR GRID, SIMULATED DIVIDED LITE (SDL) 0 to cn ol 3'-1" O CV (9 0 o LO 0 p SLOPED SILL F*� 6"x2" STUCCO TRIM, Jt I It SMOOTH 5 6 EXTERIOR EXTERIOR Y2"x1" ALUMINUM FRAME Y"x4" WOOD FRAME WITH OPERABLE TEMPERED AT SLIDING WINDOW SLIDING GLASS PASS-THRU 4'-0" 3'-0" T -6- T-8" 2'-8" 3'-2- I I J J F�I �I 6'-4- 6'-0" oiD ih M a 0 60 O 3 co ifl 3cm CORIAN SILL 3cm CORIAN SILL tV 11 12 13 INTERIOR INTERIOR CUSTOM 2'-9ol " 4 3'-2" o CV WINDOW SCHEDULE TAG QUANTITY DESCRIPTION MANUFACTURER STYLE FIRE RATING GLASS HARDWARE HARDWARE LOCATION 1/4" CLEAR TEMPERED GLASS., TEMPERED X\ W W Q ol 3'-1" O CV (9 0 o LO 0 p SLOPED SILL F*� 6"x2" STUCCO TRIM, Jt I It SMOOTH 5 6 EXTERIOR EXTERIOR Y2"x1" ALUMINUM FRAME Y"x4" WOOD FRAME WITH OPERABLE TEMPERED AT SLIDING WINDOW SLIDING GLASS PASS-THRU 4'-0" 3'-0" T -6- T-8" 2'-8" 3'-2- I I J J F�I �I 6'-4- 6'-0" oiD ih M a 0 60 O 3 co ifl 3cm CORIAN SILL 3cm CORIAN SILL tV 11 12 13 INTERIOR INTERIOR CUSTOM 2'-9ol " 4 3'-2" o CV WINDOW SCHEDULE TAG QUANTITY DESCRIPTION MANUFACTURER STYLE FIRE RATING GLASS HARDWARE HARDWARE LOCATION 1/4" CLEAR TEMPERED GLASS., TEMPERED U O Q O W W Q WINDOW TYPE JAMB JAMB 0 12 FIXED GLASS WITH 1" CONTOUR GRID CUSTOM WINDOWS PW -655 "ARIA" FIXED VINYL 1 ANTIQUE BRONZE H1, A, S1 EXTERIOR OFFICE/RESIDENCE UNIT O6 NOT A WINDOW 518" STUCCO -SMOOTH FINISH PAINTED LEVEL 1 BACK OF HOUSE < 1 NOT A WINDOW 5/8" STUCCO -SMOOTH FINISH PAINTED LEVEL 1 BACK OF HOUSE 4O 98 FIXED GLASS WITH 1" CONTOUR GRID CUSTOM WINDOWS PW -655 "ARIA" FIXED VINYL 1 ANTIQUE BRONZE EXTERIOR OFFICEMESIDENCE UNIT O5 FIXED GLASS WITH 1" CONTOUR GRID CUSTOM WINDOWS PW -655 'ARIA" FIXED VINYL 1 ANTIQUE BRONZE EXTERIOR OFFICE/RESIDENCE UNIT 6O 1 FIXED GLASS WITH 1" CONTOUR GRID CUSTOM WINDOWS PW455 "ARIA" FIXED VINYL 1 ANTIQUE BRONZE EXTERIOR OFFICE/RESIDENCE UNIT O- SPARE TBD UPPER LEVEL 2 - OFFICE 8O - SPARE TBD UPPER LEVEL 2 - OFFICE O8 FIXED GLASS WITH V CONTOUR GRID CUSTOM WINDOWS PW -655 "ARIA" FIXED VINYL 1 ANTIQUE BRONZE MEMORY CARE C DINING ROOM 10 1 FIXED GLASS WITH 1" CONTOUR GRID CUSTOM WINDOWS PW -655 "ARIA" FIXED VINYL 1 ANTIQUE BRONZE POTTING SHED BACK DOOR 11 1 SLIDING PASS-THRU WINDOW CRL ALUMINUM FRAME / INTERIOR SLIDER 3 ANODIZED NURSES STATIONS. LEVEL 1 <8>2 SLIDING PASS-THRU WINDOW CRL ALUMINUM FRAME/ INTERIOR SLIDER 3 ANODIZED NURSES STATIONS. LEVEL 3,4 13 2 FIXED GLASS WITH MULLEONS CUSTOM WOOD FRAME/ INTERIOR 3 PAINTED BUSINESS SERVICES 14 1 FIXED GLASS WITH MULLEONS CUSTOM WOOD FRAME/ INTERIOR 3 PAINTED COMMON ROOM, LEVEL 4 15 SPARE TBD Q1 FIXED GLASS WITH MULLEONS YKK YKK - YHS50 - ALUMINUM STOREFRONT 2 Q1 1 FIXED GLASS WITH MULLEONS YKK YKK - YHS50 - ALUMINUM STOREFRONT 2 ® 4 FIXED GLASS WITH MULLEONS YKK YKK-YHS50 - ALUMINUM STOREFRONT 2 © 1 FIXED GLASS WITH MULLEONS CUSTOM WOOD FRAME/ INTERIOR 3 PAINTED LEVEL 1 CAFE Q1 FIXED GLASS WITH MULLEONS CUSTOM WOOD FRAME/ INTERIOR 3 PAINTED LEVEL 1 CAFE GLASS TYPES 1 5/8" INSULATED 5/8" INSULATED LOW -E #366 GLASS 2 1" INSULATED 1" INSULATED LOW -E GLASS TEMPERED 36"& BELOW 3 1/4" TEMPERED 1/4" CLEAR TEMPERED GLASS., TEMPERED U O Q O W W Q aw�JU) 2"X4" ALUMINUM \ / STOREFRONT FRAME \ / L'? WITH 1" INSULATED " \ \ i F- N LOW -E GLASS WINDOW SCHEDULE En x4" ALUM�(`�UM / toSTO RONT FFtA[ulE / N WIT I 1 1" INSULATED ' 00 LOW -E GLASS\ N / \ r 21 IT 3'-3" 3'-3" 3-4- 9 O O O o � "v cv) s < > 24 CUSTOM 0 <9> STOREFRONT 2"x4" WOOD BRACING 4"x4" WOOD POST, STAINED, MITERED CORNERS Y4" TEMPERED GLASS, CLEAR "XW4" WOOD TRIM FRAMING 0 SCALE: NOT TO SCALE 104 WINDOW ELEVATIONS 16 WINDOW ELEVATIONS SCALE: 1/4"=1'-0" 01 ARCHITECTURE - ENGINEERING- INIMIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarrhftects.com O Cappt 2017t EEA lhi�e W LLC. aw . CONSULTANT PRWECr A W ~ H � � ha - IaM� Q U O Q O W W Q aw�JU) 00 a LL LL CL do �Z0 Ml••rl O LL. U H�� �a ►1 � vLt Andrew Sectiler, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03/31/17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 523 Elite Universal Job No. ofioos a ij 8" CMU WAL GYPSUM ALLBOAR GYPSUM WA DRYWALL DRYWALL CORNERBEAI SEALANT/CAULI FLUID APPLIED WATERPROOF MEMBRANE 6" HARDIE PLANK SIDING, 6" EXPOSURE. PAINTED. SEALANT/CAULK JOINT HARDIE PLANK SIDING TRIM BOARD Vrx6" EPDM PEEL & STICK TAPES, 4 SIDES PRIMARY SEALANT/CAULK BY INSTALLER BACKER ROD & SEALANT CAULK 8" CMU WAL GYPSIUM WALLBOAR GYPSUM WALL 02 DRYWALL CORNERBEAI SEALANT/CAULI PVC STUCCO FORM MOULDING 3 OATT SYSTMETAL EM ALSM001N SAND FINISH EPDM PEEL & STICK TAPES, 4 SIDES PRIMARY SEALANT/CAULK BY INSTALLER SEALANT/CAULK AMICYNANURATE BOARD � FU2RIZING, 24 D.C. ;ONCRETE HEADER & 10 STUCCO, SMOOTH FIN. SEALANT, CONTINUOUS \LUMINUM WINDOW AND )O2OR gSYSTEM YPSL WALLBOARD H20 Head Detail H21 Head Detail W Head Detail Scale 3'=1'-0Scale 3'=1'-0' ' Scale 3'=1'-0' " POL2R�S18CYNANURT BOARD GYPSUM NALLBOARD SEALANT/CAULK SEALANT/CAULK SEALANT/CAULK SEALANT/CAULK 12 1 " 20ga. MTL " Z- RING STUDS, 24 O.C. CAULKING DRYWALL CORNERBEAD DRYWALL CORNERBEAD HARDIE PLANK SIDING TRIM MOULD ALUMINUM WINDOW SDYOSTTEMND DOOR / 1� x6 PRIMARY SEALANT/ CAULK INSULATED GLASS BY INSTALLER �_i PRIMARY SEALANT/CAULK GYPSUM WALLBOARD GYPSUM W6058\' BY INSTALLER 0-16 HILA KWIK-FLEX OR ITW �� i;10 16 HILTI KWIK-FLEX OR ITW I= KS SELF DRILLING SCREW BAT INSULATION !I EKS SELF DRILLING SCREW BAT INSULATION � � ii \ • 6", 16 a. BOX BEAM ANS�M I � q� p 1" STUCCO ON METAL LATH g HEADER BEAM. �I 1FI�A1RQ61E PLANK SIDING TRIM BOARD 6", 16ga. BOX BEEADEB BEAMM �� 3 COAT SYSTEM. SMOOTH ' HH ! SAND FINISH X12"lEK SCREWS Ii #12 TEK SCREWS 12 OC, 4 -SIDES i!` PRIMARY SEALANT CAULK 12"OC, 4 -SIDES BY INSTALLER / PRIMARY SEALANT/CAULK BY INSTALLER DRYWALL COIRNELANT/ BEAD EPDM EEL & STICK TAPES, 4 SIDES DRYWALL CORNERBEAD EPDM PEEL & STICK TAPES, 4 SIDES VINYL PICTURE WINDOW ALUMINUM WINDOW SEALANT/CAULK SEALANT/CAULK REFER TO WINDOW SCHEDULE VINYL PICTURE WINDOW VINYL PICTURE WINDOW FLANGE FRAME W/ BUCKING. & DOOR FRAME REFER TO WINDOW SCHEDULE REFER TO WINDOW SCHEDULE SEALANT/CAULK ANTIQUE BRONZE FINISH 9" STUCCO Affil � �Q : CAULKING FLANGE FRAME W/ BUCKING. FLANGE FRAME W/ BUCKING. ANTIQUE BRONZE FINISH ANTIQUE BRONZE FINISH W000 IM ANp gIL� REFE TO INT. DESIGN ALUMINUM SILL FLASHING T1 Transom Detail T2 Transom Detail DRAWINGS FOR SPEC'S 17 Jamb Detail s�ale3'=�,� STUCCO J -BEAD. J Scale 3'=1'-0' ` \\ \ , Scale 3'=1'-0' VINYL PICTURE y NDOW VINE PI TORE WINDOW w `' z PRIMARY LLEER ANT/CAULK REFER TO WINDOW SCHEDULE REFER TO WINDOW SCHEDULE , SEALANT/CAULK ANTIQUE BRONZE /FINISHKING. SEALANT/CAULK FLANGE FRAME W/ BUCKING. 2 20-24 M1L ` �•. ANTIQUE BRONZE FINISH STUDS, 4"O.C. REFER TODINTEIRIORNDESIGN ALUMINUM SILL FLASHING REFERWOODINTTRIIRI AN ILL » ESIGII� SEALANT/CAULK ALUMINUM SILL FLASHING 1x4 WOtAIIM. PAJjIrtQ, �2, EPDM PEEL & STICK TAPES, 4 SIDES DRAWINGS FOR SPECIFICATIONS STUCCO J -BEAD. DRAWINGS FOR SPECIFICATIONS ABLE �AULrc STUCCO J -BEAD. a6" ELCO ULTRACON PRIMARY SEALANT/CAULK STU CO ON M TAL LATH ' BY INSTALLER PRIMARY SEALANT/CAULK E w �.... �• „`. BY INSTALLER " .� ' •' 3 COAT SYSTEM. SMOOTH 2 20-24 MTL / 2 20 a. MTL 8 CMU WALL N SAND FINISH S11jDS, Z4"O.C. ,� c� w �.. -^-�+ - Sl>jDS, Z4 O.C. �.. SEALANT/CAULK SEALANT/CAULK' PVC STUCCO FORM MOULDING pp -� M� IN-�p. 2w R G p I g��q p� • d e �. 'r. PAINTABLE CAULK GYPSUM WALLBOARD ALUM. JAMB BEYOND 1"x4" WO QD 11I�Ij, PAA 1"x4" WO I PA I I 11 rAIN A�dLE EPDM PEEL & SUCK TAPES, 4 SIDES / EPDM PEEL & SUCK TAPES, 4 SIDES �� SCRATCH & BROWN COAT STUCCO X; ELCO ULTRACON �. ��� 6' ELCO ULIRACON " .w, ' / LEDGERSTONE 11LE MORTAR GROUT TO CST GLASS AND ALUMINUM DOOR A / ��, / 1Lt� �� STUCCO ROUGH CbAT. INSULATED LOW -E GLASS k. ,,. HARDIE PLANK SIDING TRIM BOARD STUCCO ON METAL LATH GYPSUM WA 0 INTEGRAL COLOR BROWN MORTAR GROUT " N u / 1X� x6 ! \ :4 3 COAT SYSTEM. SMOOTH 8 CMU WALL a� i 2 8" CMU WALL 1 �2 • SAND FINISH j •` : ' 2w UM WALLBOARD GYPSUM PVC STUCCO FORM MOULDING 2w / PVC STUCCO FORM MOULDING WALLBOARD ' GYPS \ 4 1/2" 1 2"UUSgGG �� 6; HARDIE PLANK SIDING, SMOOTH /2» UgG � ' `.:.: FCapC%AR�UNpM OW, Sill Detail GYPSUM WA150ARD � 6 EXPOSURE. PAINTED. GYPSUM WALLBOARD SAND FINISH S22ScaIe3'=1'V 1 PRESSURE TREATED FURRING STRIPS HARDIE PLANK MANUFACTURERS, SPECS HlOHead Detail FLUID APPLIED WATERPROOF MEMBRANE s�e3•=rte 8" CMU WALL N v X. ALUM. JAMB W/ STOP TYP. ALUM. THRESHOLD BELOW Sill Detail&TV S�A��OAM N.. Sill Detail w S20Scale 3'=1'-0' S21 Scale 3'=1'-0' PRIMARY SEALANT/CAULK BY INSTALLER PRIMARY SEALANT/CAULK GYPSUM WALLBOARD EPDM PEEL & STICK TAPES, 4 SIDES BY INSTALLER HARDIE PLANK SIDING TRIM BOARD, %"x6" EPDM PEEL & STICK TAPES, 4 SIDES 1"X6" BASEBOARD, TYPICAL— PRIMARY YPICAL PRIMARY AND SECONDARY CAULKING AT JOINT. ;. 14 " SCRATCH &BROWN COAT STUCCO 6" HARDIE LANK SIDING, SMOOTH ;� .'. / a LEDGERSTONE TILE MORTAR GROUT TO P STUCCO ON METAL LATH STUCCO ROUGH CUT. 6 EXPOSURE. PAINTED. 3 COAT SYSTEM. SMOOTFI i i �. 1" PRESSURE TREATED FURRING STRIPS 6 PVC STUCCO FORM MOULDING SAND FINISH 6" PVC STUCCO FORM MOULDING �� N. � �y,. INTI=GRAL COLOR BROWN MORTAR GROUT A U OOR FLUID APPHARDIE LIED WATERPROOLANK F S BACKEROD &SEALANT/CAULK 8" CMU WALL N SEALANT/CAULK a : RSR \ Jamb Detail G a� J 10 Scale 3' -0. FN a. �. X � �� / \ ��/ •Q d / \ EJ -- .1 Z ---- / .A - --- ------ ---------- -Am Lj : ------------- ------------ \ FLUID APPLIED WATERPRO,QFING AT GRADE -:-- - v . LEVEL, 6 ABOVE AND 12 BELOW GRADE 4 4444• ,4444 , .. ..: :. °.. M, M14 Emil VISQUEEN VAPORBARRIER \'------------- -------- ------- -- t / . : :' PEST CONTROL SOIL TREATMENT " "' \ --- o ALUM (BEYOND)OR FRAME �/ PRIOR TO CONSTRUCTION >� `. ` I w ALUM. DOOR PAINTED SEALANT/CAULK \ / SEALANT/CAULK 95� COMPACTED FILL TH AL M.'THRE HOLD �iy� U g ' E CII /g UC IN wSET IN CAULKBEDSE DRAWING�FOR ' v'DRYWALL J-BEADDRYWALL J -BEAD SPECIFICATI_ / CAULK/SEALANT ELCO ULIRACON )(6 0 ULTRACON " ELC __ �: ASPHALT IMPREGNAII=D FINISH FLOOR, • .. :..: 4444. :.•..• .•: ' 4444... 4444, :::;: •~ . ` LUXURY VINYL 11LE 4444 444.4. DRYWALL CORNERBEAD DRYWALL CORNERBEAD 8" CMU WALL i " -- MAX LOPE }�"/FT -------- --- i - - ------ - S 2GID SUL pN KAIRO �AW69 GYPSUM WALLBOARD N / S UUggGG GYPSUM WALLBOARD GYPSUM WACL�OARD N. ;- SYSTEM SLAB NEW PAVER ..; ----------- NEW CONC N :s.. . Jamb Detail» » •; ,' .�;: D -0' J21 Jamb Detail 48 x12 CONCRETE FOUNDATION FOOTER J20Scale 3'=1' - - • ' -0' x Scale 3'=1' S10 Sill Detail Scale 3'=1'-0' WINDOW ELEVATIONS SCALE: 3"=V475-11 WW"Vl ARCHITECTURE - ENGINEERING- INTERlOFtS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitecds.com OCappigM hm 2D17 Eae Ik UC. AN " RawwA. CONSULTANT PROJECT A w lot V1 M Q u0- Q w W 0 Q -JOLL UaC0 Mo'U Z _ M••I J W =� �U^ � VJ Q 3: p O Z Z � t� Andrew SeCMer, PA 1 AR0016658 (FL) I REVISIONS: # DATE DESCRIPTION o3131n7 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 524 Elite Universal Job No. 08009 ";i5NBZSAL ARCHnECn1RE - ENGNEEPJNG - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchftects.com 0 Coppight 7017 EUnKmW, LLC. Ap ' hdMM Read. CONSULTANT PROJECT A J W D � W < ti � �aM� U) oa o� W� 5uZE <L06T.0QU)U-LL Z Z Q UL( �zp I••� o LL U �u')< H W J � D � W < U W U) Z Z Q Q SEAL 17<.r I Andrew SecMsr-, PA I AR001608 (FL) REVISIONS: # DATE DESCRIPTION 03/31117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: A 525 Elite Universal Job No. 08009 C Q KITCHEN EQUIPMENT SCHEDULE e 4'-011 '-0n -- --� r----� - IF L - - - - - - - - - - - - - - - - - - - - - - - - J Y2" PLYWOOD WALL BLOCKING THIS REAR11I I1B�IIGLAS REINFCED JS1 d� 11 11 11 vlic� R42"-76"AFF FIX4LS IN kiTCHEN] IT TYPIdXL, I I I I STAINLESS STEEL PANELS AT DISHWASH, 4LgOND CQ(OR I I I I I I I I Y" PLYWOOD WALL FULLY WELDED SEAMS 11 21"I STAIII STOOL I I I I I 1 11 11 BLOCKING THIS AREA 61 _10" AED CAL ROWER PROTECTIRN 4111_811 11 11 11 42"-76" AFF II II II II 411611 11 II II II f II II II II II II Iml - _ - C srr EE w w w I I I CONNEC To 48 �I 35 32 3 34 GREASE WA 72" HIGH PARTITION WALL. _ LIN I 4"x4" METAL STUD COLUMN NEA - O E7P26) ENDOF WALL, ATTACHED TO CO 11 o � -� ' 3 g 10 -03-CRTMEN 28 STRUCTURE OVERHEAD. O r ® ia CONNEC O WALL AND COLUMNS TO BE O 2" STAT LESS flFl III GREASSTE CLAD IN FRP PANELS. 29 lO� 2r_.3n CORNE PRO TION (� N ® ® ° ° 2" STAINLESS STEEL CORNER PROTECTION 25 6 ' LI ( EMERGENCY HOOD FIRE CONNECT T SUPPRESSION SYSTEM SWITCH GREASE WASTE LI CWI CWO 2423 20 22 19 1 I ® I Y" OOD WALL BLOCKIN N THISIS AREA 6"-78" AFF V PLYWOOD WALL 18„ 5 18„ 5 c%) BLOCKING THIS AREA6r 011 42"-76" AFF X 01 FIBERGLASS REINFORCED CY) ce) zo ZID NUNN 9" KITCHEN EQUIPMENT LEGEND x914 N 1 W O ITEM # OTY DESCRIPTION MANUFACTURER MODEL j VOLTS AMPS POWER REMARKS 1 1 REACH IN REFRIGERATOR NTIN A 1 115V 60 1PH 5.5 AMP 1 4 Hp NEMA 5-15P 2 1 CONVECTIONBAKERS PRI C -G2 115V 60 1 PH 3.5 AMPS 120.0 MBTU 1/2" GAS SUPPLY LINE 3 1 " RAN - 6 BURNER BAKERS36-BP-6B-S30 - - 280.0 MBTU 3/4 GAS SUPPLY LINE 4 11 CHARBROILER RAKERSPRIDE BPHCB-24361 - - 120.0 MBTU 3/4" GAS SUPPLY LINE 5 1 GRIDDLE ACCUTEMP GGF1201A 650-S2 120V 60 1 PH 65.0 MBTU 3/4" GAS SUPPLY LINE 6 2 FRYER BAKERS PRIDE BPF -4050 115V 60 1PH 114.0 MBTU 2 3/4" GAS SUPPLY LINE 7 1 EXHAUST HOOD CAPTIVE AIRE CUSTOM BY CAPTIVE AIRE 8 1 SHELVING UNIT CAMBRO EMU24367OV4580 9 1 PLANETARY MIXER VOLLRATH 4 757 120V 60 1PH 10 AMPS 1/4 Hp NEMA 5-15P 1 20 QT. 10 1 STAINLESS WORKA ITAN STAINLESS 5 -3 11 1 STAINLESS WORK TABLE TITAN STAINLESS 9SUB-30 12 1 FOOD SLICER GLOBE G12 115V 60 1 PH 3.0 AMPS 1/2 H 13 1 1 STAINLESS WORK TABLE TITAN STAINLESS 9SUB-3 14 1 REACH -IN FREEZER CONTINENTALIF-SA-HD 115V 60 1PH 6.3 AMPS 1/3 HD NEMA 5-15P 15 1 TOASTER WARING WCT800 120V 60 1PH 18.3AMPS 2.2 KW NEMA 5-20P 16 1 MICR0WAVE WARING208V 60 1PH 8.33AMPS 1.8 KW NEMA 6-20P 17 1 PIZZA PRP TABLE CONTINENTALA 115V 60 1PH 13 AMPS 1/2 Hp NEMA 5-15P 18 1 DROP-IN HOT WELL APW WYOTT HFW -4 208-240V 60 1PH 27 AMPS 6.4 KW 1/2" COLD 1/2" WASTE 19 1 DROP-IN P APW WYOTT SM -50-11D 208-240V 60 1PH 27 AMPS 0.66 KW 1/2" COLD 1/2" WASTE 20 1 WARMING DRAWER APW WY I- 120V 60 1PH 7.5 AMPS 0.9 KW 21 2 HEAT LAMPAPW WYOTT FDD -36L-1 120V 60 1PH 1.15 KW 36" LENGTH 22 1 CHEF'S COUNTER TITAN STAINLESS CUSTOM 120V 60 1PH 125 AMPS BY KTICHEN SUPPLIER; W 1/2" HT CLD WTR & 3" INDIRECT DRN 23 1 FLOOR THROUGH TITAN STAINLESS 2FBFT-18 18"x24" FIBERGLASS GRATE STAINLESS STEEL 24 11 ICE CUBE MACHINE HOSHIZAKI KN-340MAH 115V 60 1PH 120 AMPS 1 1/2" COLD + INDIRECT WASTE 25 WATER FILTER ASSEMBLY MAN I M I 6TY DE CRI TIO N A U R M VOLTS AMPS POWER REMARKS 26 1 3 -COMPARTMENT SINK TITAN STAINLESS CUSIQ11-STAINLESS 1/2" CLD, 1/2" HT 3 1.5" INDIRECT WASTE JNI _iADISjiii 011 04 04 ELECTROLU4240V 6OHz 3PH 50 AMPS 12.9 KW 28 3 S I A 6 - - 1/2- CLD 1/2- HT 1.5" INDIRECT WASTE 29 1 PASS THRUREFRIGERATOR N A IR -SA -PT -HD 115V 60 1PH 7.2 AMPS 1/4 Hp NEMA 5-15P 30 1 TABLE CABINET TITAN STAINLESS TCB -30 1/2" CLD, 1/2" HT 1.5" INDIRECT WASTE 31 1 WALL MOUNTED SHELVING IITAN STAINLESS 32 1 TEA -BREWER BLOOMFIELD 8748-513 120V 60 1PH 13 AMPS 1.5 KW 1/2" CLD NEMA 5-15P 33 1 TEA DISPENSER BLOOMFIELD 4G-35NTD 34 1 COFFEE BREWER BLOOMFIELD 87 0TF-230V 208V 60 1PH 25 AMPS 6.05 KW 1/2" CLD NEMA 5-15P 35 1 SODA BEVERAGE DISPENSER LANCER 85-1506A-101 115V 60 1PH 7.8 AMPS .897 KW,1 3 H 1/2" CLD 1 1.5 DIRECT WASTE NEMA 5-15P 36 11 MOP SINK FS UTILITY SINK FS -R 37 1 SPARE - - 38 2 TRACK SHELVING SYSTEM SPG AX1PG 39 1 WALK-IN ARTIC CUSTOM 120-208V 1PH 2 3/4" INDIRECT WASTE 40 1 COOLER SHELVING 120-208V 3PH 50 AMPS 41 1 FREEZER HELVING - - 42 1 SPARE- - 43 1 CAH REGISTER ALOHA P1 WITH RADIENT TERMINALS 44 ND R R REFRIGERATOR TUC -27F -HC 115V 60 1PH 5.0 AMPS 1 3 H 45 1 DISPLAY CAE MERCHANDISER TRUE TCGG-48-S-LD 115V 60 1 PH 11.8AMPS NEMA 5-15P 4 W -1 WITH LEGS AND STAINLESS SIDE SPLASHMOUNT 7 2 3-COMPARTIIi3lNk'WITDRATNBOXRnS KR NE 18--t,3 - WITH LEGS AND STAINLESS DRAINBOARDS 48 1 PRE -RINSE FAUCET & SPRAY IKROWNE KR18-406L 1/2" CLD 1/2" HT 1 1.5" INDIRECT WASTE 4 1 MOP SINK I FIAT MSB2424100 WITH FIAT 830 -AA FAUCET MOUNTED IN WALL ABOVE KITCHEN EQUIPMENT SCHEDULE e 4'-011 '-0n -- --� r----� - IF L - - - - - - - - - - - - - - - - - - - - - - - - J Y2" PLYWOOD WALL BLOCKING THIS REAR11I I1B�IIGLAS REINFCED JS1 d� 11 11 11 vlic� R42"-76"AFF FIX4LS IN kiTCHEN] IT TYPIdXL, I I I I STAINLESS STEEL PANELS AT DISHWASH, 4LgOND CQ(OR I I I I I I I I Y" PLYWOOD WALL FULLY WELDED SEAMS 11 21"I STAIII STOOL I I I I I 1 11 11 BLOCKING THIS AREA 61 _10" AED CAL ROWER PROTECTIRN 4111_811 11 11 11 42"-76" AFF II II II II 411611 11 II II II f II II II II II II Iml - _ - C srr EE w w w I I I CONNEC To 48 �I 35 32 3 34 GREASE WA 72" HIGH PARTITION WALL. _ LIN I 4"x4" METAL STUD COLUMN NEA - O E7P26) ENDOF WALL, ATTACHED TO CO 11 o � -� ' 3 g 10 -03-CRTMEN 28 STRUCTURE OVERHEAD. O r ® ia CONNEC O WALL AND COLUMNS TO BE O 2" STAT LESS flFl III GREASSTE CLAD IN FRP PANELS. 29 lO� 2r_.3n CORNE PRO TION (� N ® ® ° ° 2" STAINLESS STEEL CORNER PROTECTION 25 6 ' LI ( EMERGENCY HOOD FIRE CONNECT T SUPPRESSION SYSTEM SWITCH GREASE WASTE LI CWI CWO 2423 20 22 19 1 I ® I Y" OOD WALL BLOCKIN N THISIS AREA 6"-78" AFF V PLYWOOD WALL 18„ 5 18„ 5 c%) BLOCKING THIS AREA6r 011 42"-76" AFF X 01 FIBERGLASS REINFORCED CY) ce) zo ZID SECTION A -A _,,..JE Ct3MPCNENTS Willi FOR (tCCY ffAN MARINA ISLE ASAI TE© LIVING RHAWMS I oAurwaxttlEsrxr vsroer:trr�r c ern ra0ar t1�trlstArtFssAwrrIar1 FLORIDA AGENTS - KkSSIMMEEsmmmspmlwm "I1AINLESa � 1 110t�ItF�fit,Paentl,3O29728 �° Araeo� o AlP�f�ASlD18t ° �� SC�SF i jPj 7tY4„a�3.8'#1x(f� 8$3x672'2211 ff. 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IKM It Ll ONNECTO GREAS WASTE L 49 N N PANELS IN KITCHEN, 8' TYPICAL, - 1 D ALMOND COLOR' i 16 i x _ cn w AMP cn 1 14 1 - O O � aPRS 2 PROVIDE LINT -TRAP 1 I AT DRYERS 721 18 \ 15 .. �� a wncNFRc COOLER SITS ON _ -I 6" QUARRY TILE FLOOR 2" STAINLESS STEEL CORNER PROTECTION=--- --1 ROTECTION---1 8 9 10 M WW NUNN LAUNDR x36 BIR x914 N 1 W O N N PANELS IN KITCHEN, 8' TYPICAL, - 1 D ALMOND COLOR' i 16 i x _ cn w AMP cn 1 14 1 - O O � aPRS 2 PROVIDE LINT -TRAP 1 I AT DRYERS 721 18 \ 15 .. �� a wncNFRc COOLER SITS ON _ -I 6" QUARRY TILE FLOOR 2" STAINLESS STEEL CORNER PROTECTION=--- --1 ROTECTION---1 8 9 10 M WW NUNN 2 x36 61 C x914 000 (2) LAYERS " TYPE W GYPSUM WALLBOARD AT WALL WHERE GREASE HOOD IS LOCATED E , CM _1 71-01, SOLID SURFACE COUNTERTOP o a 6r_Orr , CO W O a WORK 4 - ENCH TRASH BA IREL ON Cfl o CASTER HEELS 04 LO , 0 LO W 1 I 45 FIBERGLASS REINFORCED O AL 47 LO10 PANELS BEHIND BAR, 42" HIGH COUNTERTOP BLACK O CONNECT TO AND BAR DIE WALL 3cm LO 71-01, SCALE: NOT TO SCALE 1 03 1 AHJONG BRIDGE 04 Lu z 0 III °d MILLWORK STORAGE CABINET WITH LOCKS. 2cm SOLID SURFACE COUNTER AND 15MACKSPLASH, 3 -SIDES LO CONDIMENTS IGREASE WASTE LINE CHIPS PERMIT # 36" HIGH COUNTERTOP WITH 2cm SOLID SURFAC!ND 7'-O" BACKSPLASH. WILSONART PLASTIC LAMINATE CABII�I�'ITS WITH TRASH STATION WITH TOP LOADING 187x14" CUTO ON COUNTER, 1" CORNER RADIUS SCALE: 3/8"=1'-0" 21 CAFE KITCHEN EQUIPMENT PLAN SCALE: 3/8"1 01 ARCHITECTURE - ENCANEERN1; ,- RZt 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchdects.com CC -V.2077 r UrY, *Ua C. NI - hta Res"v"d. CONSULTANT A W , u000 W �w0¢ _J O LL �a-0 F�Z_ 0aILL U �I �Lli< a Q J Q_ F- 2-7 LI"1 2 EL Lu Z Lu I""_ j SEAL Andrew Sechim PA I ARO016658 (FL REVISIONS # DATE DESCRIPTION 03/31/17 SUBMIT 11107117 RESUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: FS 1 Elite Universal Job No. 08009 SOLID SURFACE COUNTERTOP o a 6r_Orr CO W O a 4 TRASH BA IREL ON Cfl o CASTER HEELS 04 0 LO W 1 I 45 O AL 47 LO10 Af CONNECT TO SCALE: NOT TO SCALE 1 03 1 AHJONG BRIDGE 04 Lu z 0 III °d MILLWORK STORAGE CABINET WITH LOCKS. 2cm SOLID SURFACE COUNTER AND 15MACKSPLASH, 3 -SIDES LO CONDIMENTS IGREASE WASTE LINE CHIPS PERMIT # 36" HIGH COUNTERTOP WITH 2cm SOLID SURFAC!ND 7'-O" BACKSPLASH. WILSONART PLASTIC LAMINATE CABII�I�'ITS WITH TRASH STATION WITH TOP LOADING 187x14" CUTO ON COUNTER, 1" CORNER RADIUS SCALE: 3/8"=1'-0" 21 CAFE KITCHEN EQUIPMENT PLAN SCALE: 3/8"1 01 ARCHITECTURE - ENCANEERN1; ,- RZt 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchdects.com CC -V.2077 r UrY, *Ua C. NI - hta Res"v"d. CONSULTANT A W , u000 W �w0¢ _J O LL �a-0 F�Z_ 0aILL U �I �Lli< a Q J Q_ F- 2-7 LI"1 2 EL Lu Z Lu I""_ j SEAL Andrew Sechim PA I ARO016658 (FL REVISIONS # DATE DESCRIPTION 03/31/17 SUBMIT 11107117 RESUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: FS 1 Elite Universal Job No. 08009 - SAKE MONROEEOW i - EOW S , � p,5 FN05� P�1 P CLE PLS- vR PNS S RESP P FIRST / GROUND LEVEL FLOOR PLAN - LIMITS OF BREAKWATER AND SHORELINE STABILIZATION PER O.R.B. 1705 PGS 287 - 292 qP)1 11' (A) :V P� oROp POS- D,ESTRIAN PRIORITY ST(jEETVEHICLE SCREENING, AS PER EDULE U, 3.0, G,2. 26" HIGH, WITH STUCCO AND CONCRETE CAP. STUCCO COLOR AND FINISH TO MATCH E BUILDING. 06010orm 5' WOOD Q FENCE �C LLJ W I, J GRAPHIC SCALE 0 20' ao' ( INS') 1 inch approx. 20 ft. SCALE: 1 "=20'-0" 01 ARCHITECTURE - ENGINEERING- INTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitmts.com 000P rW 2019 Elk UmAmKU.C. AN Rights Reamed. CONSULTANT PROJECT A w 5 0 00 tS �_-/ 1/ �_• �l�i :tet `.� �l 7\ �_ CLE PLS- vR PNS S RESP P FIRST / GROUND LEVEL FLOOR PLAN - LIMITS OF BREAKWATER AND SHORELINE STABILIZATION PER O.R.B. 1705 PGS 287 - 292 qP)1 11' (A) :V P� oROp POS- D,ESTRIAN PRIORITY ST(jEETVEHICLE SCREENING, AS PER EDULE U, 3.0, G,2. 26" HIGH, WITH STUCCO AND CONCRETE CAP. STUCCO COLOR AND FINISH TO MATCH E BUILDING. 06010orm 5' WOOD Q FENCE �C LLJ W I, J GRAPHIC SCALE 0 20' ao' ( INS') 1 inch approx. 20 ft. SCALE: 1 "=20'-0" 01 ARCHITECTURE - ENGINEERING- INTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitmts.com 000P rW 2019 Elk UmAmKU.C. AN Rights Reamed. CONSULTANT PROJECT A w 0 00 w LL �WpQ �TyQLLLL ►� �LL ad0 �z0 MSI 0 LL M z I4 C0 �a Andrew SecNer, PA AR0016&%(FL) REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: LA 1 Elite Universal Job No. om DO NOT STORE MATERIALS IN THIS AREA UNDISTURBED EXISTING GRADE to N 4" CALIPER MIN., AT 54" AFG EXISTING TREE TO BE PRESERVED / BARRICADE TO FOLLOW TREE DRIPLINE # 5 REBAR [-POST (TYP.) 8' MAX BETWEEN POSTS 4' SAFETY ORANGE COPOLYMER BARRIER FENCING W/ WIRE TIES TO POST NOTE: AN AREA WITHIN THE DRIPLINE OF THE TREE OR TREES AT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK DIAMETER SHALL BE PRESERVED IN ITS NATURAL STATE OR COVERED WITH PERVIOUS LANDSCAPE MATERIAL; PROVIDED, HOWEVER, THAT THE MINIMUM AREA PRESERVED SHALL BE AT LEAST ONE HUNDRED FIFTY SQUARE FEET FOR SHADE TREES AND AT LEAST TWENTY FIVE SQUARE FEET FOR ALL OTHER TREES. SUCH AREA SHALL BE MAINTAINED AT ITS ORIGINAL GRADE WITH NO TRENCHING OR CUTTING OF ANY ROOTS AND THERE SHALL BE NO STORAGE OF FILL, COMPACTION OF SOIL OR ANY CONCRETE, PAINT, CHEMICALS, OR OTHER FOREIGN SUBSTANCE IN OR ON THE SOIL. TREE PROTECTION BARRICADE SCALE: NOT TO SCALE BRACE STAKE PLAN N.T.S. NOTE: 1. SEE PLANS AND SPECS. FOR PALMS WITH BOOTS TO REMAIN ON TRUNK. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL ASSURE RELOCATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 12" SET PALM TREE PLUMP IN PLANTING PIT. PRUNE AND TIE FRONDS WITH HEMP TWINE. REMOVE ANY BROKEN OR DAMAGED BRANCHES. TWO LAYERS OF BURLAP TO PROTECT TRUNK AS SPECIFIED. TWO GALV. STEEL BANDS TO SECURE BATTENS AS SPECIFIED. FOUR 2" x 6" x 12" P.T. WOOD BATTENS AS SPECIFIED. 3 — 2" x 4" x 8' P.T. WOOD BRACES AS SPECIFIED. CUT TO FIT WOOD BATTENS AND STAKES. DRILL OR NAIL TO STAKES AND BATTENS. DO NOT NAIL BATTENS TO TRUNK. REMOVE BURLAP FROM UPPER 1/3 OF ROOTBALL. 3" MULCH LAYER = TEMPORARY SOIL BERM TO HOLD w WATER. " = 2"x4" x 3' LONG P.T. WOOD ANCHOR STAKES AS SPECIFIED. FINISH GRADE. CLEAN COARSE SAND BACKFILL AS SPECIFIED UNDISTURBER SUBGRADE. SET ROOTBALL ON UNDISTURBED SUBGRADE. TYP. PALM TREE PLANTING SCALE: NOT TO SCALE FORM SAUCER WITH 3 CONTINUOUS RIM SPECIFIED PLANTING —� MIX. WATER & TAMP TO REMOVE AIR POCKETS II NOTE: 3" MULCH III__III1 SHRUB PLANTING SCALE: NOT TO SCALE STAKE TO FIRST BRANCHE AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH 3/ 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 — 9" FROM TOP OF STAKE FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE 3" CONTINUOUS RIM USED ON MAIN STRUCTURAL BRANCHES 1 ITI `'�Illlullll IIIIIIIII��, —III -111; SPECIFIED PLANTING MIX J =III III= WATER & TAMP TO REMOVE AIR POCKETS I I II I I I- -- III III 111 II 2 X BALL DIA. SINGLE -TRUNK TREE STAKING NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM —� ___F7T -''' IIIIIIIII IIIIIIIIIII II 1II�-111=1I =III SPECIFIED PLANTING MIX SCALE: NOT TO SCALE iG 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF �� 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES --III--III^ WATER & TAMP TO III --III III III= REMOVE AIR POCKETS—III -III „III �IIIIITIII� ��� II 2 X BALL DIA. MULTI -TRUNK TREE STAKING SCALE: NOT TO SCALE 3" MINIMUM OF MULCH AS SPECIFIED TEMPORARY SOIL BERM TO HOLD WATER MINIMUM DEPTH OF 12" APPROVED PLANTING SOIL PER SPECS FOR GROUNDCOVER BED EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED SCALE: NOT TO SCALE PLANT LIST *""ALL TREES, PALMS, AND SHRUBS TO BE FLORIDA #1 GRADE SYM QUANTITY BOTANICAL NAME COMMON NAME PLANTING NOTES, AND SPECIFICATIONS LOCATION PD 14 PHOENIX DACTYLIFERA EASTERN DATE PALM 65 GAL., 14' HT. CLEAR TRUNK, REMOVE BOOTS 8' FULL SUN WR 20 WASHINGTONIA ROBUSTA WASHINGTONIA ROBUSTA 12' CLEAR TRUNK, REMOVE BOOTS 6' FULL SUN CS - CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 20 GAL., 12-14' HT., FULL, FULL SUN — QV 13 QUERCUS VIRGINIANA LIVE OAK TREE 4" CALIPER MIN. AT 54" AFG, 12-14' HT., 100 GALLON FULL SUN LIM 37 LAGERSTOEMIA INDICA'MUSKOSEE' LAVENDER CRAPE MYRTLE 65 GAL., 3 1/2" CAL., 10' HT., MULTI -TRUNK FULL SUN SHRUBS & GROUNDCOVERS PA 230 PLUMBAGO AURICULATA BLUE PLUMBAGO 3 GAL., 18"-24" HTx18"-24% 36"O.C. FULL SUN CD - CYNODON DACTYLON BERMUDA GRASS PALETTE FULL SUN TJ 40 TRACHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE 1 PINT, 17, 12"O.C. FULL SUN/PARTIAL SUN PM 41 PODOCARPUS MARCOPHYLLA YEW PODOCARPUS 3 GAL., 36"-48" HTx18"-24"., 36"O.C. FULL SUN/PARTIAL SUN VS 230 VIBURNUM SUSPENSUM VIBURNUM 3 GAL., 36"48" HTx18"-24"., 36"O.C. FULL SUN/PARTIAL SUN SR 79 STRELITZIA REGINAE BIRD OF PARADISE 3 GAL., 36"-48" HTx1W-24% 36"O.C. FULL SUN/PARTIAL SUN FB SHOWN FLOWER BED ANNUALS BY LANDSCAPE MAINTENANCE COMPANY/OWNER FULL SUN/PARTIAL SUN LANDSCAPE NOTES ALL PLANT MATERIAL SHALL BE FLORIDA GRADE No. 1 OR BETTER AS SPECIFIED IN "GRADES AND STANDARDS FOR NURSERY PLANTS". 1❑ PARTS I & 11, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN 'STANDARDS FOR NUSER STOCK', LATEST EDITION. 2❑ ALL SPECIFICATIONS AND WORK TO BE IN ACCORDANCE WITH OSCEOLA COUNTY LAND DEVELOPMENT CODE REQUIREMENTS. 3❑ ALL PLANTING BEDS SHALL RECEIVE A 3" (LAYER 1" OVER ROOTBALL) OF SHREDDED HARDWOOD MULCH ®LANSCAPE CONTRACTOR TO BE RESPONSIBLE FOR ALL SOIL ANALYSIS PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL AMENDMENTS AND VIGOROUS PLANT GROWTH. LANDSCAPE CONTRACTOR TO VERIFY AND STAKE ALL UTILITIES PRIOR TO CONSTRUCTION © ALL TREE MATERIALS TO BE CONTAINER GROWN, UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS TO PERFORM THE WORK. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL CIVIL DRAWINGS AS THEY RELATE TO THE PAVING, SITE GRADING, AND ALL UTILITIES (INCLUDING WATER, SEWER, AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDING AND ENSURE A TROUBLE FREE INSTALLATION. THE EXACT LOCATION OF ®ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES, EXISTING UNDERGROUND SPRINKLERS AND PIPE MAY NOT BE INDICATED ON DRAWINGS. THE CONTRACTOR SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THERE REPLACEMENT IF DAMAGED BY HIM. ❑9 IN THE EVENT OF A CONFLICT BETWEEN QUANTITIES ON THE PLANT LIST AND PLANS, THE PLANS SHALL CONTROL. F101 REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 11 REPLACE SOD WITH BERMUDA GRASS. FRESH STOCK. WATER AFTER INSTALL. 12 THERE SHALL BE A FUNCTIONING AUTOMATIC SPRINKLER SYSTEM INSTALLED AT TIME OF PLANT INSTALLATION. LANDSCAPE PLANTING DETAILS SCALE: NOT TO SCALE 10 LANDSCAPE PLANTING DETAILSCHEDULE & NOTES SCALE: V=20' -O" 01 1; i&t ARCHITECTURE - ENGINEEPoNG- INTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchftects.com 6 Copy T 2018 =M4 M4 LLC. CONSULTANT aRWECT A W M H � a M Q � 000 W �VW< awe°w 110=11� J LL LL CL 1 z0 00 0 LL U Q 00 f!1 �a S "q,�1 Andrew SecMer, PA AR0016658 (FL) REVISIONS: # DATE DESCRIPTION 03131!17 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: LA 2 Elite Universal Job No. 08009 PVC: END -MANIF'OLD HEADER FLUSH VALVE LANDSCAPEDRIPLINE TUBING :AL UNACUU-- r1 RELIEF VEAL' TT PVCSLIPPLY NI,ANIFCILD HEADER CONTROL 70NB KIT ISUR10042112A TYPICAL DRIPLINE FIELD DETAIL ■ 1 22 AIR RELIEF VALVE DETAIL 21 ELECTRIC VALVE MARK ALL VALVE BOXES Wrr4 I HE ZONE NUMBER 1 20 TOP OF MULCH AS DIRECTED BY THP LANDSCAPE APE ARCHITt CT SPRINKLER R NOZZLE. 6-ENCH ROL\D VALVE BOX RAIN BIRD PI B SERIES S I I [ C. I R.IC CON"FROL VAT VE, SE E CHARI AIR RELIET VALVE_ KIT WATERPROOF — VALVF BUN AN AMETEK EK V'P 1?A VALVE E BOX I rT CONNECTORS T INJSH GRADE FINISH t sRA[)E +L`H 40 NIPPLE LkNGTH cl U - L0 - PAIN € FIAT [)LACK / { f r A'Iity. EXPANSION St •RC F: FINISH GRADE BE USED, I:ACIL 7ONi: STI.ALL ITA T A P� IN. OF ONE I I [ S.I V'AE.V"E ASSEMBLY AND A VIIN. ClF pNE ALR [i L.€FF VALVE. INSTAL€, AI,t_ DRIPLINE I f REMOTECONT RON, i HEAD SPECIFICATIONS VA1.AE. VCSCII.40ELL SIDEW'.'ACURB.it" CLASS 160 PVC: LATERAL LINE- SIZE AS SLION N 45 4' PV'C PLEK PEPS LANDSCAPE f NIPPLE TO VERIFY AVAILABLE I'tPANSION SLOT AND PROVIDE E I'ANSION NIODLILEI1 N`TCTF.SSARY. DRIPLINE PVC 1T.I',k PIPIUSI:ON TUBING TF . 6 GR 1VF1, (OU �ON VC LATERAL LINE / ToLATER-NI,r BAST SDE.) M. IN€MU1,1 18" LENGTH LING L..A'EERAL. LINE PVCTEF. OR ELL) SSSS PLA( F. f`ONTROL 1:'IRFS UNDER MAIN ■ GRAVEL SUMP AIR RELIEF VALVE DETAIL 21 ELECTRIC VALVE EAC14 Si YIBOL, REPRESENTS TWO B[J[3BLERS 1 20 RAIN BIRD 1402 FULL I CIRCLE BUBBLE R HEAD t+" SPRINKLER R NOZZLE. � I..I < Q RAIN BIRD PI B SERIES S I I [ C. I R.IC CON"FROL VAT VE, SE E CHARI READ 15F 1 SH IS Se:1es MPR Aft 15Fci}R AN AMETEK EK V'P 1?A VALVE E BOX I rT RAIN BIRD XCL L 50 -CONI ON4 CONTROL ZONE KIT. FINISH t sRA[)E +L`H 40 NIPPLE LkNGTH cl U - L0 AN ANI.€ FLK VP 121 VALVE BOX. PAIN € FIAT [)LACK RAIN BIRD LD414-12 DRIPLINE INSTALLED AT 12O.CAVIrli { f FINISHED GRADE SPRINKLER BODY BE USED, I:ACIL 7ONi: STI.ALL ITA T A P� IN. OF ONE I I [ S.I V'AE.V"E ASSEMBLY AND A VIIN. ClF pNE ALR [i L.€FF VALVE. INSTAL€, AI,t_ DRIPLINE I PER RAIN BIRD SPECIFICATIONS :AND DETAILS. i HEAD SPECIFICATIONS PVC SER I F. I' Ii LI, VCSCII.40ELL SIDEW'.'ACURB.it" CLASS 160 PVC: LATERAL LINE- SIZE AS SLION N Q UNTIL A SMALLER SIZE IS SIIC)W'N. (3.4" IMI N) PV'C PLEK PEPS EXISTING IRRI(i ATION CONTROLLER. CONTRACTOR LENGT€-I AS REQ`IYIVC: TO VERIFY AVAILABLE I'tPANSION SLOT AND PROVIDE E I'ANSION NIODLILEI1 N`TCTF.SSARY. SCH. 40 TEE PVC 1T.I',k PIPIUSI:ON L:XISTIIN6IRR.ICiA"LTION WELL. SPRAYHEADS AtiD VC LATERAL LINE +, O€v ROT(R H ADS. M. IN€MU1,1 18" LENGTH L..A'EERAL. LINE PVCTEF. OR ELL) SSSS I BUBBLER HEAD DETAIL 119 1 POP-UP HEAD DETAIL 1 18 1 IRRIGATION LEGEND ■ RAIN BIRD 1812 -PRS SERIES 12"11011 -Up SPRAY I:IEAD ® RAIN MERIT 1,402 FL I:1. CIRCLE E: BL BBLE<R ITEAD 1" EAC14 Si YIBOL, REPRESENTS TWO B[J[3BLERS A RAIN BIRD 1402 FULL I CIRCLE BUBBLE R HEAD ti W I ACI I SYMBOL. REPRESENTS ONI BUBBLER � I..I < Q RAIN BIRD PI B SERIES S I I [ C. I R.IC CON"FROL VAT VE, O0 SIZE .'A5 SLEOW N ON .I H PI AN1. INSTALL V;M,VE €[N 15F 1 SH IS Se:1es MPR Aft 15Fci}R AN AMETEK EK V'P 1?A VALVE E BOX I rT RAIN BIRD XCL L 50 -CONI ON4 CONTROL ZONE KIT. 1 :CAST 15RCzS 15uCS i' a8ST 9 ST Imm" E•6 am mmmm SIZE AS SHOWN ONL T i L PLAN. INSTALL VALVE IN cl U - L0 AN ANI.€ FLK VP 121 VALVE BOX. F ---' 7. RAIN BIRD LD414-12 DRIPLINE INSTALLED AT 12O.CAVIrli { f EMITTERS INA TRIANGULAR PATTERN 2 BELOW GRADE RAIN B1KDCOMPRESSION FI1TINGSAND BARB D I "BE,STAKES SMALL BE USED, I:ACIL 7ONi: STI.ALL ITA T A P� IN. OF ONE I I [ S.I V'AE.V"E l AND A VIIN. ClF pNE ALR [i L.€FF VALVE. INSTAL€, AI,t_ DRIPLINE I PER RAIN BIRD SPECIFICATIONS :AND DETAILS. i HEAD SPECIFICATIONS �■■■" ■■■■■■ EXISTING PVC MAI?NLINF - CONTRACTOR TO LCXATE CLASS 160 PVC: LATERAL LINE- SIZE AS SLION N 10 UNTIL A SMALLER SIZE IS SIIC)W'N. (3.4" IMI N) SC HEDT [ I. 40 PVC �[ T;L;V I '» OR SIZE AS SHOWN. EXISTING IRRI(i ATION CONTROLLER. CONTRACTOR TO VERIFY AVAILABLE I'tPANSION SLOT AND PROVIDE E I'ANSION NIODLILEI1 N`TCTF.SSARY. CONTRACTOR ACTOR TO VERITY THE PRVSENCI: RAINS' ENSOR ,AND PROVIDE ON IF NECESSARY. L:XISTIIN6IRR.ICiA"LTION WELL. IRRIGATION LEGEND PAt Y(PF: TC) E LU5N V.41 Vli t PVC MANIFOLD END HEADER. '-----— COMPRI'SSION 11.1: BLANK DRIPLIN - COMPRESSION ADAPTER — DRIPLINE ENDFEED FLUSH MANIFOLD DETAIL DRIPLI.NI 23.5' 00 1 STORY WOOD BL IGATION LINE Ln 'OSCARS' RESTAUR/ AIN IRRIGATION ROL.VALVE TER A O i E "Y"-FIL R, MUST BE AINED BY TPE BUILDING OWNER 7.2' 00 �4 I �l 00 J 0 0 0 "=60 0 MEN I1-3 REIF,►��` v, , i►►�I i1 wupofflu lie ► ■ LAN WIRING STIALL CONFORM I0AI 1, OP 0 CODES �Icq PING SINGLE THROW — 16 AMP SWITCH LLLCCI RICA L CONDUIT 120v, POWER w` RFS 17 1 CONTROLLER DETAIL 16 1 FLUSH VALVE DETAIL PVC CON D''IT TO STAR r 0 F I'IIEMA:+L-NE TOP OF MULCH 6 -INCH ROUND VALVE BOX /— 17" PVC BALL VALV T -- FiNISHGRADr, _....__......_ 1V-" FLEXIBLE PVC PIPE -- PVC FITTING WITH REDUCER BttSH€NU GRAY £L SLm1,° PjiC PIPE .gyy; a sarin>ts3Eaaa- �tit�t ers�f3.Pf11�€k PRESSURE i'TEMPE RATV RE . PARTS L.€ST _T2, -TO %:f hh rs Ss,� c ;>r3/.; E d MAIN R,.._ t , y, ,:::) z __f kx f3-3SEC&is s:!•r: F✓''s'ara,R .! •ssu8.,�s i'J s£`.'s1 syll:ref:r:1- ss7tlrse s';�sr ,#a s,I; :r�:ti> ., !: ASPHALT DRIVE AND MOTEL SCALE: 1"=20'-O" 1 03 1 IRRIGATION NOTES A FULLY AUTOMATIC IRRIGATION SYSEM WILL BE PROVIDED FOR ALL NEW PLANTINGS. THE SYSTEM WILL PROVIDE 100% COVERAGE AND WILL BE EQUIPPED WITH AN AUTOMATIC RAIN SENSOR SHUT-OFF AND WILL MEET THE REQUIREMENTS OF CHAPTER IX, LAND DEVELOPMENT REGULATIONS, PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2❑ ALL REMOTE ELECTRONIC VALVES SHALL BE INSTALLED IN VALVE BOXES 3 ALL MAINLINE PIPING SHALL BE INSTALLED A MINIMUM OF 12" BELOW GRADE., LATERAL PIPING TO BE MINIMUM 4" BELOW GRADE. POP-UP OF ROTOR HEADS TO TRANSFER TO FLEX PIPE FINAL 18 OF RUN. ® FINAL LOCATION OF HEADS AND PIPING TO BE DETERMINED BY LICENSED SPRINKLER INSTALLER, AND HOMEOWNER. LANDSCAPE CONTRACTOR TO VERIFY AND STAKE ALL UTILITIES PRIOR TO CONSTRUCTION © ALL SPECIFICATIONS AND WORK TO BE IN ACCORDANCE WITH LAKE COUNTY LAND DEVELOPMENT CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS TO PERFORM THE WORK. ® REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 9❑ THERE SHALL BE A FUNCTIONING AUTOMATIC SPRINKLER SYSTEM INSTALLED AT TIME OF PLANT INSTALLATION. '"s13I: "[€1-i I O Serles MPR ' " 10Q IOT 12F 12H 12 5edes MPR t$#fad; fdffl;_'AM etf 1" l 1fS[c>ast rmitfus ti W � I..I < Q q1 O0 15F 1 SH IS Se:1es MPR Aft 15Fci}R 1 S O I rT ASPHALT DRIVE AND MOTEL SCALE: 1"=20'-O" 1 03 1 IRRIGATION NOTES A FULLY AUTOMATIC IRRIGATION SYSEM WILL BE PROVIDED FOR ALL NEW PLANTINGS. THE SYSTEM WILL PROVIDE 100% COVERAGE AND WILL BE EQUIPPED WITH AN AUTOMATIC RAIN SENSOR SHUT-OFF AND WILL MEET THE REQUIREMENTS OF CHAPTER IX, LAND DEVELOPMENT REGULATIONS, PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2❑ ALL REMOTE ELECTRONIC VALVES SHALL BE INSTALLED IN VALVE BOXES 3 ALL MAINLINE PIPING SHALL BE INSTALLED A MINIMUM OF 12" BELOW GRADE., LATERAL PIPING TO BE MINIMUM 4" BELOW GRADE. POP-UP OF ROTOR HEADS TO TRANSFER TO FLEX PIPE FINAL 18 OF RUN. ® FINAL LOCATION OF HEADS AND PIPING TO BE DETERMINED BY LICENSED SPRINKLER INSTALLER, AND HOMEOWNER. LANDSCAPE CONTRACTOR TO VERIFY AND STAKE ALL UTILITIES PRIOR TO CONSTRUCTION © ALL SPECIFICATIONS AND WORK TO BE IN ACCORDANCE WITH LAKE COUNTY LAND DEVELOPMENT CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS TO PERFORM THE WORK. ® REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 9❑ THERE SHALL BE A FUNCTIONING AUTOMATIC SPRINKLER SYSTEM INSTALLED AT TIME OF PLANT INSTALLATION. SCALE: 1"=20'-O" 1 01 IiiIVBi$AL ARCHITECTURE - ENGINEERING- INTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.00m O Co"f!0hI 2018 Eb Lll—", LLC. M ' hls Rm."d. CONSULTANT PROJECT A '"s13I: "[€1-i I O Serles MPR ' " 10Q IOT 12F 12H 12 5edes MPR t$#fad; fdffl;_'AM etf 1140 [dT 12TC l 1fS[c>ast rmitfus ti W � I..I < Q (�] O0 15F 1 SH IS Se:1es MPR Aft 15Fci}R 1 S O I rT 15TO 15EST t 5 5tr%p Seines on � t5#aaf r•Ql.ts 1 :CAST 15RCzS 15uCS i' a8ST 9 ST Imm" E•6 am mmmm cl U - L0 aa�3;us a 14 HEAD SPECIFICATIONS SCALE: NOT TO SCALE 10 LANDSCAPE PLANTING DETAILSCHEDULE & NOTES SCALE: 1"=20'-O" 1 01 IiiIVBi$AL ARCHITECTURE - ENGINEERING- INTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.00m O Co"f!0hI 2018 Eb Lll—", LLC. M ' hls Rm."d. CONSULTANT PROJECT A l ti W � I..I < Q (�] O0 W O Q a LL LL V a d O Z of cl U - L0 a Z O Q 0 Q {.L Lu Lu 06 'U' ^^ Q vJ J C Q J Andrew SacNer, PA -AR0016650 (FL) REVISIONS: # DATE DESCRIPTION 03131117 1 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: LA 3 Elite Universal Job No. 08009 SITE LIGHT "BEALE STREET" ( LA1) SITE LIGHT HADCO V4800 ( LA3 ) LANDSCAPE UPLIGHT KITCHLER: 'RUBBER BOOT' ( LA2 ) LANDSCAPE SPEAKER BOSE: 'FREE SPACE 51' ( LA4 ) i EOW S � PS FNOS�P�'P �N \ 23.5 ) `-' 1 STORY WOOD BLI L'OSCARS' RESTAUR/ 591-011 sa'-0" ASPHALT DRIVE AND MOTEL, SSP -- , /.� 47562' P) °�` S 69016'45 " E a � E 474.79 (A) in SITE LIGHTING PLAN SCALE: 1"=20'-0" 03 LIGHTING SPECIFICATIONS 1 16 ( LIGHTING LEGEND & SCHEDULE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER & CATALOG NO. LAMPS WATTS/VOLTS REMARKS SCONCE WP/GF a GROUND FAULT INTERRUPTER DUPLEX OUTLET 1 NEW J -BOX FOR FUTURE LIGHTING SOURCE WITH WATERPROOF COVERED CASING C I� DED. �& DEDICATED CIRCUIT LO Z O f MSI o LL C� `n Q NEW SPEAKER LOCATION WALL SWITCH TEL LA1 SITE PARKING LOT LIGHT (1) LAMP BRNZ FINISH SIMILARTO UNION METAL CORP. „ BEALE STREET DECORATIVE LIGHTING (1) METAL HALIDE 175 WATTS 18' POLE WITH ARM REUNION GRANDE STANDARD LA2 LANDSCAPE POINTSPOT UPLIGHT (1) LAMP BRNZ FINISH SIMILAR TO KICHLER IN—GROUND WELL LIGHT "RUBBER BOOT" # 15488BK12 (1) 50W INCAND. 50 WATTS 120 VOLTS GROUND MOUNTED LA3 LIGHT POLE & SINGLE LAMP "ACORN" HADCO PTH 2220—P3—G Decorative Poles HADCO V4800—G—TV—N—D-175H—G (1) METAL HALIDE 175 WATTS LA4 LANDSCAPE SPEAKER IN—GROUND / WATERPROOF BOSE — ENVIRONMENTAL SPEAKERS "FREE SPACE 51" PHOTOCELL/TIMER SWITCH, GROUND MOUNTED GROUND MOUNTED LA5 WET / SHOWER RECESSED CAN LIG4 6 CAN I BISCUIT COLOR LSI INDUSTRIES, INC. #PDL6K I LED BULB 1 3000K 14 WATTS 120V WET LOCATION/SHOWER CAN "BISCUIT" TRIM KIT PHOTOCELL/TIMER SWITCH, 18' POLE MOUNTED * THE MINIMUM SETBACK OF A LIGHT—SOURCE FROM A PROPERTY LINE IS 20' * PARKING LOT LIGHTING SHALL BE FULLY CUTOFF FIXTURES * WALL PACK FIXTURES SHALL BE FULLY CUTOFF EXCEPT THOSE ADJACENT TO AN ARTERIAL OR COLLECTOR ROAD WHICH SHALL BE OF SHOE BOX TYPE. * MAXIMUM HEIGHT ABOVE FINISHED GRADE TO THE TOP OF THE FIXTURE OR POLE, WHICHEVER IS HIGHER, SHALL BE 25'-0" MAX. LIGHTING FIXTURE LEGEND SYMBOL DESCRIPTION W K>WALL SCONCE WP/GF a GROUND FAULT INTERRUPTER DUPLEX OUTLET 1 NEW J -BOX FOR FUTURE LIGHTING SOURCE WITH WATERPROOF COVERED CASING C I� DED. �& DEDICATED CIRCUIT LO Z O f MSI o LL C� `n Q NEW SPEAKER LOCATION WALL SWITCH TEL 3 DATA/CBL TELEPHONE / DATA CABLE WALL MOUNTED PHOTOCELL RECESSED CAN LIGHT FIXTURE - VAPOR PROOF SECURITY / AREA LIGHT INTERIOR OR EXTERIOR "STEP LIGHT", DOWNLIGHT OCCUPANCY SENSOR SWITCH O CEILING FAN WITH LIGHT EXTERIOR "LANDSCAPE LIGHT", UP -LIGHT PHOTOCELL/TIMER SWITCH, GROUND MOUNTED WITH WATERPROOF LENS EXTERIOR "PARKING LOT LIGHT", DOWNLIGHT PHOTOCELL/TIMER SWITCH, 18' POLE MOUNTED WITH ARM EXTENSION & FLAT LENS CUTOFF LAMP EXTERIOR "PARKING LOT LIGHT", DOWNLIGHT (\ry\vJJI, PHOTOCELL/TIMER SWITCH, 16' POLE MOUNTED WITH FLAT LENS CUTOFF & ACORN LAMP lil�W ARCHITECTURE - ENGINEERING - INTERIORS 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.com 0 Copyright 2016 Elite Uniersei, LLC. All Rights Resmea. CONSULTANT PROJECT A W 1 _ M�IQM� Q O LL W �CW0< C I� LL LL ^Q^ � LL ❑ LO Z O f MSI o LL C� `n Q MSI U) U) J W {^)� W v / Q 06 W z Q J U o� Z Q � J = C� J SEAL —7 A'LA-11 Andrew Sebler, PA REVISIONS: # DATE DESCRIPTION 03131117 SUBMIT DRAWN BY: AFS CHECKED BY: AFS DATE: MARCH 31, 2017 SHEET: LA 4 Elite Universal Job No. 08009 GENERAL NOTES 1. IT IS THE INSTALLING SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DESIGN LIVE LOADS FLOOR 40 PSF ROOF 20 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2014. a) BASIC WIND SPEED = 149 MPH b) BUILDING CATEGORY 11 c) EXPOSURE "D" d) STRUCTURE RISK CATEGORY III e) INTERNAL PRESSURE COEFFICIENT tO.18 FULLY ENCL06ED STRUCTURE F) COMPONENTS 4 CLADDING PRESSURES (ASD): +43.4 4 -56.6 PSF FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF AS RECOMMENDED IN THE FOUNDATION INVESTIGATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, (UES REPORT NO. 13123533) JANUARY 11, 2011. 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. CAST IN PLACE CONCRETE I. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE, FOOTINGS 3000 PSI REMAINING CONCRETE 4000 P51 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2 TO 496 .AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 058. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53. OF THE LATEST EDITION OF ACI 318. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 811 . 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 1. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 8. CONCRETE CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS g FOR SIZE ANp LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC, AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 11. CONCRETE CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY s TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 91 2" CONCRETE EXP05ED TO EARTH OR WEATHER, % THROUGH M8 BARS. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, 05 BAR AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS IN BEAMS AND COLUMNS: e 3/4" CONCRETE NOT EXP05ED TO WEATHER NOR IN CONTACT WITH 5 EARTH FOR SLABS, WALLS, AND JOISTS, X91 BAR AND SMALLER 13. HORIZONTAL WALL ANDFOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 14. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1-1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS e� THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. 15. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE AA MIDSPAN, UNLESS OTHERWISE NOTED. 16. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR 5, CONFORMING TO ASTM C210. 3. COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM AGGREGATE SIZE OF ; 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 30 BAR DIAMETERS WHERE SPLICED AT FOUNDATIONS OR FLOORS, OTHERWISE MINIMUM LAP 15 48 DIAMETERS, UNLESS NOTED OT14ERW15E ON THE DRAWINGS. 1. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WAL AT 16" O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6". LAP WITH STANDARD 'T' AND 'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 10. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT 51ZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. 11. PROVIDE A KNOCK OUT BLOCK OR U -BLOCK REINFORCED WITH 1 05 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE OPENING TYPICALLY. STRUCTURAL STEEL I. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS DI.l. 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS" AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. USE BEARING TYPE BOLTS WITH THREADS ALLOWED ACROSS THE SHEAR PLANE. ANCHOR BOLTS SHALL CONFORM TO ASTM A-36. 4. ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED OTHERWISE. FOR DESIGN OF STANDARD CONNECTIONS THE LA1�ER OF EITHER SHEAR SHOWN ON DRAWING OR 5596 OF THE TOTAL LOAD CAPACITY, DERIVED FROM THE UNIFORM LOAD CONSTANT TABLES, PART 2, EIGHTH EDITION OF THE RISC CODE WHICHEVER IS GREATER IN NO CASE SHALL THE ANGLE SIZE AND MINIMUM NUMBER OF ROWS OF BOLTS FOR THE GIVEN BEAM SIZE BE LESS THAN THAT SHOWN IN TABLE 1, PART 4 OF THE SEVENTH EDITION OF THE RISC CODE. 5. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. STEEL TUBES SHALL BE 46 KSI STEEL CONFORMING TO ASTM A-500. 6. IN GENERAL, IT 15 THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT ALL SHOP CONNECTIONS BE WELDED OR BOLTED AND ALL FIELD CONNECTIONS BE BOLTED EXCEPT WHERE NOTED OTHERWISE. 1. VERIFY THE EXACT LOCATION AND SIZE OF ALL ROOF AND FLOOR OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. SEE TYPICAL DETAIL FOR FRAMING AROUND OPENINGS. 8. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS. 9. STEEL SHAPES, PLATES, ETC. WHICH ARE EXPOSED TO PERIMETER SHALL BE GALVANIZED. 10. PROVIDE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT AT AREAS TO BE FIELD WELDED. 11. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING. (USE GALVANIZING PAINT FOR TOUCH UP OF GALVANIZED STEEL). 12. HEADED STUDS SHALL BE NELSON TYPE OR EQUAL. WELD HEADED STUDS TO EMBEDDED PLATES TO DEVELOP THE FULL TENSION CAPACITY OF THE STUD. 13. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN APPROVED LICENSED TESTING COMPANY. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. 14. ALL STEEL TO STEEL CONNECTIONS NOT SHOWN BOLTED SHALL BE WELDED TO DEVELOP FULL SHEAR CAPACITY OF CONNECTING MEMBERSAS PER AISC SPECIFICATIONS. MINIMUM SIZE OF FILLET WELD ( UNLESS NOTED OTHERWISE ON DRAWINGS): MATERIAL THICKNESS OF MINIMUM SIZE OF THICKER PART JOINED OF FILLET WELD To 1/4" INCLUSIVE 1/8" ALL AROUND TO 1/4" TO 1/2" 3/16" ALL AROUND OVER 1/2" TO 3/4" 1/4" ALL AROUND OVER 3/4" TO 1 1/2" 5/16" ALL AROUND SHOP DRAWING SUBMITTALS 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: 1) STRUCTURAL STEEL (s) 2) REINFORCING STEEL 3) CONCRETE MIX DESIGNS ITEMS MARKED (s) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. ITEMS MARKED (0) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY. 3. MANUFACTURER'S LITERATURE- SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 4. DESIGN CALCULATIONS: THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW TWO SET OF DESIGN CALCULATIONS SEALED BY A FOLLOWING ITEM: 1) STRUCTURAL STEEL CONNECTIONS. PREFABRICATED WOOD TRUSSES I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS PER CONNECTOR SCHEDULE. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR To SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. 1. ALL SIMPSON TRUSS ANCHORS SHOWN ON DRAWINGS SHALL BE VERIFIED FOR LOADS SHOWN ON WOOD TRUSS DESIGN CALCULATIONS. THEREFORE ANCHORS SIZES AND TYPES ARE SUBJECT TO CHANGE BY ASE ENGINEER SERVICES. INC. 8. DESIGN LOADS - DEAD LOADS: 0 FLOOR TRUSSES BOTTOM CHORD 5 PSF TOP CHORD (APTS) 23 PSF TOP CHORD (CORR/LANDINGS) 40 PSF OUTSIDE TRUSSES BOTTOM CHORD 8 PSF TOP CHORD 40 PSF ROOF TRUSSES BOTTOM CHORD 10 PSF TOP CHORD 10 P5F TOP CHORD (AT OVERBUILT AREAS) 5 PSF ADDITIONAL TRUSS NOTES 1. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS BOTTOM CHORDS FOR WIND UPLIFT. 2. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS AND BEARING CONDITIONS. 3. THE CONNECTION OF TRUSS TO TW55 SHALL BE PROVIDED BY THE TRUSS MANUFACTURER 4. VERIFY TRUSS CONFIGURATION WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. FASTENER SUBSTITUTIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER ALTERNATE FASTENER ed COMMON NAIL ed RING SHANK NAIL ed SCREW SHANK NAIL 0.131 P -NAIL 10d COMMON NAIL 10d RING SHANK NAIL 10d SCREW SHANK NAIL 0.148 P -NAIL bd COOLER NAIL % x 11/4" TYPE S OR W DRYWALL SCREW WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL WALL STUDS AND MISC. WOOD FRAMING SHALL BE NO2 SOUTHERN YELLOW PINE. STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: 2x6'5 a 16" O.G. WITH 2x6 BLKG AT CENTER OF WALL (UND) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 24" O.C. 2x4 5TUD5 DO NOT NEED TO BE DOUBLED AT THE FIRST FLOOR FOR NON -LOAD BEARING PARTITIONS ONLY. 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL STUD WALLS . 4. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. PROVIDE GALVANIZED NAILS AND FASTENERS IN PRESSURE TREATED LUMBER 5. STUDS SHALL BE TRIPLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. 6. WHERE WOOD BEAMS/HEADERS ABOUT WOOD COLUMNS, PROVIDE SIMPSON "HHUC" CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER 1. WALL SHEATHING SHALL BE: (SEE SHEAR WALL SCHEDULE FOR REQUIREMENTS OF SHEAR WALLS.) AT INTERIOR BEARING WALLS PROVIDE 1/2" OR 5/8" GYPSUM WALLBOARD (SEE ARCH DRAWINGS FOR LOCATIONS) EACH SIDE OF STUDS, NAILED WITH bd COOLER NAILS AT 1" O.C. AT ALL SUPPORTS PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING 15 NOT REQUIRED AT NON -LOAD BEARING PARTITIONS. 8. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE PLYWOOD, OR 3/4" 0.6.5 (48/24 RATING)., GLUED AND NAILED WITH 10d NAILS AT b" O.C. AT SUPPORTED EDGES, AND 10d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS. ALL SHEATHING AT BALCONY SHALL BE PRESSURE TREATED. PROVIDE GALVANIZED NAILS AND FASTERNERS IN PRESSURE TREATED LUMBER 9. ROOF SHEATHING SHALL BE 5/8" CDX PLYWOOD (40/20 RATING), NAILED TO TRUSSES BELOW. SEE ROOF SHEATHING NAILING SCHEDULE FOR NAIL PATTERN. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24" SPAN. PROVIDE TWO PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 48" SPAN. PROVIDE 50LID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 10. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 11. NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING Ibd all O.C. STUD TO 50LE PLATE, TOE NAIL 10d 3 DOUBLE STUDS, FACE NAIL lod 8" O.C. DOUBLE TOP PLATES, FACE NAIL 10d 8" O.C. TOP PLATES LAPS AND INTERSECTIONS 10d 8 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS loci 8" O.C. STUDS TO SOLE PLATE, END NAIL 10d 3 12, WHERE NAILING INTO PRESSURE TREATED WOOD, NAILS MUST BE HOT DIPPED GALVANIZED TO AVOID CORROSION. 13. PROVIDE 2x BLOCKING AT 48" O.C. MAX. INSTALL WALL BLKG PRIOR TO INSTALL FLOOR AND ROOF TRUSSES. ROOF FASTENING ZONES is 00 Z�f g i� 0 0 ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES (D ed RING SHANK NAILS 6" O.C. pp 8d RING SHANK NAILS 6" O.C. pQ Ed RING SHANK NAILS 4" D.C. T PANEL FIELD QQ ed RING SHANK NAILS b" O.C. 0 ed RING SHANK NAILS 6" O.G. l O ed RING SHANK NAILS 4" O.C. ME 17 WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR/ARCHITECT, HENCE NO DETAILS OF FLASHING, FLOOR, SLOPE AND STEP, NOR ANY OTHER WATERPROOFING MEASURES HAVE BEEN INCLUDED IN OUR DRAWINGS. IF SLOPE AND FLOOR STEPS ARE SHOWN ON OUR DRAWINGS, THEY SHALL BE USED ONLY AS A REFERENCE. FLOOR SLOPE AND STEPS SHALL FOLLOW ARCHITECTURAL DRAWINGS. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO TI -IE BEST OF MT IOiOW_E0W TFE BUILDING 096M PLANS AND ePECFICATIQIB GMPLT WTH BUILDING STRICRRAL DESM CODE. THE SICCING AND SEALING OF TM PLAN AND SPECIFICATIONS APE ONLT FOR TFE WILDING.* STFUCTURAL COMPONWM AFFECTED B7 WIND, LIVE ARC GRAYITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Minsheng Xie P.E. Florida No. 51161 t a2CHf TECTUM - ENGINEERING - HTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchftects.com a cwy ipM 2016 Eft Unrveisei, LLC. ai Reserved. CONSULTANT PROJECT A \K w DESCRIPTION 0 SUBMIT HIP RODE 17 WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR/ARCHITECT, HENCE NO DETAILS OF FLASHING, FLOOR, SLOPE AND STEP, NOR ANY OTHER WATERPROOFING MEASURES HAVE BEEN INCLUDED IN OUR DRAWINGS. IF SLOPE AND FLOOR STEPS ARE SHOWN ON OUR DRAWINGS, THEY SHALL BE USED ONLY AS A REFERENCE. FLOOR SLOPE AND STEPS SHALL FOLLOW ARCHITECTURAL DRAWINGS. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO TI -IE BEST OF MT IOiOW_E0W TFE BUILDING 096M PLANS AND ePECFICATIQIB GMPLT WTH BUILDING STRICRRAL DESM CODE. THE SICCING AND SEALING OF TM PLAN AND SPECIFICATIONS APE ONLT FOR TFE WILDING.* STFUCTURAL COMPONWM AFFECTED B7 WIND, LIVE ARC GRAYITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Minsheng Xie P.E. Florida No. 51161 t a2CHf TECTUM - ENGINEERING - HTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchftects.com a cwy ipM 2016 Eft Unrveisei, LLC. ai Reserved. CONSULTANT PROJECT A w DESCRIPTION 06/15116 SUBMIT � N � LLi 07/03117 Q M H U0<O w �W0¢ LLcn �yQLL DRAWN BY: LL �a�0 CHECKED BY: z�- �*4MZU � rn a w H O z w z w 0 I REVISIONS: # DATE DESCRIPTION 06/15116 SUBMIT 09108116 RESUBMIT 07/03117 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: 0 # TL STA FOOTING SCHEDULE MAR 5 f ZE RE INFORCEMENT BOTTOM RE INFORCEMENT TOP WIDTH x LENGTH x DEPTH WF -3.0 3'-0"xCONtxI'-0" 056 8 O.C. TRANSV. (2)-05's CONT. RESUBMIT 9-42 4'-3"x CONTxl'-0" 156 24" O.C. TRANSV. (4) -'S's CONT. F-3.0 3' -011x3' -011x2'-2" (3)-05 EA. WAY XH F-4.0 4' -011x4' -0"x2'-2" (4)-45 EA. WAY F-5.0 5' -0"x5' -0"x2'-2" (5)-05 EA. WAY F-6.0 6' -011x6' -0"A1-0" (6)-05 EA. WAY F-1.0 1' -0"x1' -0"x1'-4" (1) -*6 EA. WAY F-15 1'40"x1'40"x1'46" (8) -*6 EA. WAY 0'-0" (REF.) T/CONC. SLAB ,mk 4-4" MIN. (REF.) T/FOOTINGS AND ADJUST T/FOOTINGS TO BE 12" MIN BELOW FINISHED GRADE WHICH EVER IS LOWER U.N.O. 05 VERT. AT 8" O.C. GROUT SOLID FOUNDATION PLAN SCALE: 1/S" =1'-0" FLAN NOTES: 0 SEE GENERAL NOTES ON SWEET 5-0 Q DO NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. Q 4" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6- WI.4xWl.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. COORDINATE ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCH'L. DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. AND / OR CIVIL DRAWINGS) ® INDICATES 8" MASONRY BEARING WALLS REINFORCED WITH (1)-05 BAR (VERT.) AND MATCHING DOWEL AT FOOTING AT 24" O.C. MAX. GROUT SOLID CONC. ALL THE FILLED CELLS. PROVIDE ADDITIONAL BARS AS SHOWN ON PLAN AT ALL COMERS, INTERSECTIONS, ADJACENT MASONRY OPENINGS AND ENDS OF WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQ'D.) TO UPPER MOST CONC. TIE BEAM OR KNOCK -OUT BLK BEAM AND TERMINATE BARS WJ W ° S" HOOK TWE MAX. SPACING OF CONTROL JOINT FOR ENCLOSURE SPACE SHALL BE 20'-0" OC., AND FOR OPEN SPACE SHALL BE 8'-0" O.C. SEE DETAIL SHEET. ® SEE ARCH'L. DRAWINGS FOR LOCATIONS / LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES. 0 COORDINATE ALL SLAB (TOPPING) SLOPES AND DEPRESSIONS WITH ARCN'L. DRAWINGS. (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. DRAWINGS) ® CC -I: 8x16 CONCRETE W/ (6) *6 VERT. AND *3 TIES AT 8" O.C. CC -2: 8x22 1/2 CONCRETE Wl (6) % VERT. AND *3 TIES AT 8" O.C. CC -3:12x24 CONCRETE W/ (6) *1 VERT. AND *3 TIES AT 8" O.C. O INDICATES WOOD STUD SHEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE ON SWEET S -Il FOR SHEAR WALL INFORMATION. IRINDICATES MASONRY CONTROL JOINT. SEE DETAIL 4/5-1 SE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO TM EMT a MY IGIGYLEDw- TI$ IBUILDMG Dom+ PLANS APD ePECIFICATIONe COMPLY IIT14 MU LDNG eTp1G1U1itAL DMIM CODE THE eKNNG AND eEALM OF WE PL AND 6PECJ1rATkX* ARE ONLY FOR TWE DUILDING* 6TRiCT RAL COP� AFFECT DY IIWD, LIVE AND GRAVITY LOADe- 1024-4 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 447-730-2999 Certificate of Authorization No. 25873 /-29-17 Minsheng Xie P.E. Florida No. 51161 NIVERSAL ARCHITECRW - ENGINEERING - INTERIORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.mm C Capaalla 2016 EIM UN -1, U.C. N Ribas Reserved. CONSULTANT PROJE ►a z Q J CL Z: O Q D z M O LL SE, REVISIONS: # DATE r# DESCRIPTION 06/15116 SUBMIT 09108116 RESUBMIT 07/03117 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-1 I I I I I I I I I I I I @ ------------ - PRE-ENGINEERED STL STAIR AND LANDING BY OTHER W -A %oil IFUL/114 "Urov W/ l 1'F/ 4 XL 4__ 11 1 Clv TYP (1)-05 BAR (VERT.) AT 8" O.C. GROUT SOLID AT STAIRWELL TYP PROVIDE DOUBLE KNOCKOUT BLOCK BOND BEAM W/ (1)-05 9 EA. COURSE AT EA FLOOR LEVEL AT STAIRWELL TYP Im P.T. 3/4" TONGUE AND GROOVE PLYWOOD SHEATHING AT BALCONY TYP SECOND FLOOR FRAMING PLAN SCALE: LOWER ROOF TRUSS AT 24" O.G. TYP FLAN NOTES. Q SEE GENERAL NOTES ON SHEET 5-0 ❑2 DO NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 9 ie ,41 SIMPSON HU410 W/ (18) 4"x2 i" TITEN EA END I TYP j I OPENING FOR LOUVER I VENTS PER ARCH DWGS PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: SF16-15/1T, AND SF14-15/IT FOR DOOR (EXCEPT GARAGE DOOR) SEE "LINTEL SCHEDULE" (ON 5-11 SHEET) FOR LINTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. ® SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 5-0) FOR ADDITIONAL WALL FRAMING INFORMATION. I INDICATES 8" MASONRY 5EARIII�3 WALLS REINFORCED WITH l9-05 BAR (VERT.) AND MATCHING DOWEL AT FOOTING AT 48" O.C. MAX. GROUT SOLID CONC. ALL THE FILLED CELLS. PROVIDE ADDITIONAL BARS AS SHOWN ON PLAN AT ALL CORNERS, INTERSECTIONS, ADJACENT MASONRY OPENINGS AND ENDS OF WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQV.) TO UPPER MOST CONC. TIE BEAM OR KNOCK -OUT BLK BEAM AND TERMINATE BARS W/ 90 ° 9" HOOK © PROVIDE DOUBLE KNOCKOUT BLOCK BOND BEAM W/ (1)-05 9 EA. COURSE AT EA FLOOR LEVEL. THE LENGTH OF SPLICE OF HORIZONTAL REBARS SHALL BE 48 DIA. REBAR MIN. Q PRE-ENGINEERED WOOD TRUSSES 4 MISCELLANEOUS WOOD FRAMING SPACED AT 24"O.C.(MAX) ® C5-1: 12"x42" W/ (4) 08 BOTTOM, (2) % AT TOP AND MIDDLE AND 03 AT 12" O.C. CB -2: 12"x56" W/ (4) 08 BOTTOM t TOP, (4) % AT MIDDLE AND "3 AT 12" O.C. C5-3:12"63" W/ (4) 08 BOTTOM 4 TOP, (4) % AT MIDDLE AND •3 AT 1211 O.C. C5-4: 8"40" W/ (2) % BOTTOM, (2) % AT TOP AND 03 AT 8" O.C. Q9 O INDICATES WOOD STUD SHEAR WALL TYPE, AND SHADING INDICATES EXTENT OF SHEAR WALL. SEE THE SHEAR WALL SCHEDULE ON SHEET 5-11 FOR SHEAR WALL INFORMATION. 10 SEE THE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING INFORMATION. SE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO TAE DEBT OF MY 0010W.EDC4 hE BUILDING DESW PLANO AND OPECIFICAr1ON6 COMMY WTN DULDNG STRUCnNtAl. DESIGN CODE. TW SMNNG AND aBALNG OF TIE PLAN AND 6FECOWATICN6 ARE ONLY FOR THE DUILDNG'B STRUCTURAL CcI`V cb " AFFECTED DY WND, LIVE AND GRAVITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 7 Minsheng Xie P.E. Florida No. 51161 ,;E& ARCHITECTURE - ENGINEERING - NTERIORS 1336 Hawthorne Cove Drive Ocoee,FL 34761 407.325.3550 www.eliteuniversalarchitects.corn 0 CWpighl 2016 EMO U6ece j, LLC. All Rights Reserved. CONSULTANT PROJECT A W DESCRIPTION 06/15116 SUBMIT 09/016 II` uu W ~ VL < M w U0O Q 0 �WOQ J U) TT^�� V1 H Q LL LL a 0 DRAWN BY: Z w _ CHECKED BY: *00LL0 DATE: JUNE 15, 2016 ►� Z L.L. Of Z O -� J � LL 0 Z O U Uj Cn SE REVISIONS: # DATE DESCRIPTION 06/15116 SUBMIT 09/016 RESUBMIT 07103/17 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-2 @ -------------- PLAN NC ® TYP (�� ------------- PRE-ENGINEERED STL STAIR AND LANDING BY OTHER 01/%11 9-1 --- fir., -- ____ 2x4 AT 24" O.C. (TYP.) SIMPSON U24 (TYP.) SIMPSON MGT EA END (9) ------------------------------------------------------------------------------------ SIMPSON HUC410 W/ (14) 4114 1" TITEN SIMPSON HUC410 W/ (14) 41114 1" TITEN 2x6 FLAT TOP AND BOTTOM FLOOR TRUSS AT SHEAR WALL LOCATION SIMPSON MGT EA END SIMPSON HETAI6 TYP I I 12 2x4 AT 24" O.C. (TYP.) SIMPSON U24 (TYP.) SKEWED SIMPSON U24 (TYP.) P.T_ 2x12 (3) *10x3" SCREWS AT EA SUPPORT TYP PLAN NOTES: 01 SEE GENERAL NOTES ON SHEET 5-0 91 DO NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: SF16-15/1T, AND 8FI4-I5/IT FOR DOOR (EXCEPT GARAGE DOOR) SEE "LINTEL SCHEDULE" (ON 5-I1 SHEET) FOR LINTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. ® SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 6-0) FOR ADDITIONAL WALL FRAMING INFORMATION. 91 IS .4 w" II volt "' W/ .IV/ 4 ^& 4 1111-1`I EA END TYP 0 =mmm INDICATES 8" MASONRY BEARING WALLS REINFORCED WITH (1)-15 BAR (VERT.) AND MATCHING DOWEL AT FOOTING AT 48" O.C. MAX. GROUT SOLID CONC. ALL THE FILLED CELLS. PROVIDE ADDITIONAL BARS AS SHOWN ON PLAN AT ALL CORNERS, INTERSECTIONS, ADJACENT MASONRY OPENINGS AND ENDS OF WALLS. EXTEND VERTICAL REINFORCING BARS THRU ALL LEVELS (SPLICE / LAP AS REQVJ TO UPPER MOST CONC. TIE BEAM OR KNOCK -OUT BLK BEAM AND TERMINATE BARS W/ W 0 9" HOOK. © PROVIDE DOUBLE KNOCKOUT BLOCK BOND BEAM W/ fl) -w5 is EA. COURSE AT EA FLOOR LEVEL. THE LENGTH OF SPLICE OF HORIZONTAL REBARS SHALL BE 48 DIA. REBAR MIN. QQ PRE-ENGINEERED WOOD TRUSSES 4 MISCELLANEOUS WOOD FRAMING SPACED AT 24110_C.(MAX) ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 5-11 SHEET. 09 SEE THE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING INFORMATION. 10 0$. INDICATES OVER -BUILT PRE -ENG. TRUSS. ASE ENGINEERING SER VICES, INC. STRUCTURAL DESIGN GROUP ro rl� seer aF r�Y arlou�.eocf, TFE elulDr� DEe1ar1 pL.tw aHo er�cIFH:A,tIONe COhRYY WTFI GUIL.DN6 BTNJCTRAL OE9ION CODE. TFE 91aNag6 A?C 9E11LRYa OF TFE 1'1 n I ,MID ePECMCATIa* AW 01LY FOR n.E silo M* sTNJCnpA_ C " AFW—M 9Y 11100, LIVE NC C!¢AMY LOADe. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 06-29-17 Minsheng Xie P.E. Florida No. 51161 1;4 &M -M811 ARCHREGrURE - ENGINEERING - KrEMORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.com OCOrfl 12016 Eftl) ce 1, LLC. Ali RipfrtS Rid CONSULTANT PRQIEC' A W DESCRIPTION 06/15/16 SUBMIT � N 07/03117 RESUBMIT d UO<O W wEE o< DRAWN BY: LL LL CHECKED BY: ow HoLLU DATE: JUNE 15, 2016 �a SE REVISIONS: # DATE DESCRIPTION 06/15/16 SUBMIT 091016 RESUBMIT 07/03117 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-3 rpt 1%1111 1iIIr A&I� .....� ( / ! 1p� PRE -ENGINE STL STAIR BY OTHER FOURTH FLOOR FRAMING PLAN SCALE: 1/8..oP-0.. 0 PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: 8F1b-18/1T, AND SF14-I5/iT FOR DOOR (EXCEPT GARAGE DOOR) SEE "LINTEL SCHEDULE" (ON 5-11 SHEET) FOR LINTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SNORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN b (SIX) FEET. ® SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 6-0) FOR ADDITIONAL WALL FRAMING INFORMATION. f"I`IL/ IF -FV I IM" I G W1 UU 7 MILWL# T, ® PROVIDE DOUBLE KNOCKOUT BLOCK BOND BEAM W/ (I)-"5 s EA. COURSE AT EA FLOOR LEVEL. THE LENGTH OF SPLICE OF HORIZONTAL REBARS SHALL BE 48 DIA. MBAR MIN. ❑i PRE-ENGINEERED WOOD TRUSSES 4 MISCELLANEOUS WOOD FRAMING SPACED AT 24110.CIMAX) ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 5-11 SHEET. 09 SEE THE GENERAL NOTES FOR FLOOR AND ROOF SHEATHING INFORMATION. 10 O.B. INDICATES OVER -BUILT PRE -ENG. TRUSS. ENGINEERING SERVICES, INC. c rUmmuu;msI Lcm�eGNM,�eq..ap„m� AND ePEC 1"In” AM M. I POR TW OUILOW.* OTPLus4 ctL c tipcNo" AFFECTED 15Y URO, LIVE AND dMYr Y LOAD& 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 06-29-17 Minsheng Xie P.E. Florida No. 51161 ARCHITECT URE - ENGINEERING-14TMORS 1336 Hawthorne Cove Drive Ocoee, FL 34761 407.325.3550 www.alitauniversalarchitects.com O CopflW 2016 EA-Lrai WI, LLC. NI Pians Re.—d CONSULTANT PROJECT A W I DESCRIPTION 06/15/16 SUBMIT rIL Uj 07103117 RESUBMIT U0 0 W�.�Rz 1 O U) ~ LL Q � CL60 CHECKED BY: z DATE: JUNE 15, 2016 MCoZ�IU F'■y U) a a SEAL REVISIONS: # DATE I DESCRIPTION 06/15/16 SUBMIT 09/06116 RESUBMIT 07103117 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-4 SIM 12x4 A P.T. 2 LATE, SKE F 2 ').,A A t if All n r ltvrn \ IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO ' LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: SF16-115/iT, AND SF14-15AT FOR DOOR (EXCEPT GARAGE DOOR) 12 -$ SEE "LINTEL SCHEDULE" (ON 5-11 SHEET) FOR LINTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. ® SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 5-0) FOR ADDITIONAL WALL FRAMING INFORMATION. ROOF FR4M1Ws PLAN ai'_AI E: /411=/1-011 PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 5-I1 SHEET. ® SEE THE GENERAL NOTES FOR ROOF SHEATHING INFORMATION. ❑9 O.B. INDICATES OVER -BUILT PRE -ENG. TRUSS. AS NGINEER/NG SERVICES, INC. STRUCTURAL DESIGN GROUP tHE 9Eat of Ml' pJwLEDr.E, rFIE auaoNG DEbwq PLANA AND er-150 7CATI" Y WtH LUR.DN6 8rItl1CTURnL DEa10W oGOE. TM Sk"PO AM SEALN6 OF TM F1 8PGCIMC.Ar1GWa AM OLY PGR hC MUIJ.PNGb 671ftb t WAL CA014FC lMM AIRW 15Y BRm, LIV£ AND C %AVrrY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 17 Minsheng Xie P.E. Florida No. 51161 NNERSIAL 7 ARCHITECTURE - ENGINEERING - INIEFkM 1336 Hawthome Cave Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.com a 2818 CW rt Elb UnF 1W LLC, N RemveO. CONSULTANT PROJECT A W DESCRIPTION 06115116 SUBMIT 09/08/16 r� 07103/17 H Q ch rr l� Q �./O0Z W W0Q P61QU_cn DRAWN BY: W CHECKED BY: MX DATE: JUNE 15, 2018 Hdo ioZU MSI (a �a REVISIONS: # DATE DESCRIPTION 06115116 SUBMIT 09/08/16 RESUBMIT 07103/17 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2018 SHEET: S-5 COLUMN BASE PLA' COLUMN SIZE BASE PLATE SIZE TS 6x6 3/4"x12"x1'-0" 14 (4)-3/4"pIA A36 ANCHO BOLTS W! DOUBLE NUTS E WASHERS. HEAVY HEX ANCHOR (TOP NUT) TYP. BOLT. (TYP.) OVER SIZED TOP OF COL. BASE PLATE WASHER PLATE. (TYP.) (TYP.) STANDARD NUT HEAVY HEX (BOTTOM LEVELING (BOTTOM NUT) NUT) TYP. TYPICAL TACK TYPICAL - ALL ANCHOR BOLT SEE PLAN t/SLABAL Ht— SEE PLAN T/FTG 1/4 2'-0" 1'-4" 1'-10 1/211 SEE PLANS AND PLAN NOTES FOR PRE-ENGINEERED LOCATION OF GROUTED CELLS METAL STAIR SEE PLANS AND PLAN NOTES FOR SLOP GROUT MIN 11/2" BELOW TOP CC -1 LOCATION OF GROUTED CELLS _ L3x3x1/4x6" LONG CC -2 OF UNIT IF POUR IS STOPPED FOR w/ (2) I/2" DIA A.B. CONCRETE COLUMN: CONCRETE COLUMN: CONCRETE COLUMN: 48 BAR DIAMETER LAP SPLICE MORE THAN ONE HOUR REINFORCED W/(6) -%'s (VERT.) OR EXP BOLTS REINFORCED WKS) -"6 s (VERT) REINFORCED WKS) -pi's (VERT.) TYPICAL EXCEPT AT ALL SPLICES MAX HEIGHT OF POUR = 10'-0". WAIT AND 3 TIES At 8" O.G. (MAX.) AND �'3 TIES AT 8" O.C. (MAX.) AND 03 TIES AT 8" O.C. (MAX.) - 3 TO 5 MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR CONCRETE COLUMNS _ _ c LAY UP NEXT 5'-0" OF WALL AFTER RECONSOLIDATE LATER BEFORE LOWER SECTION IS GROUTED MAYBE OVER POURED PLASTICITY IS LOST. WAIT MINIMUM ea _ .11 J L TO SUIT BLOCK COURSING.L 30 MINUTES BEFORE PLACING NEXT LIFT. \ \ \ \ SIZES SHOWN ARE MIN'S. REQUIRED AND FOR TIE GROUT TO CONFORM TO ASTM C416. a GROUT TO CONFORM t0 ASTM C416. COLUMN TIES (CAGES) SUBMIT MIX DESIGN FOR REVIEW. SUBMIT MIX DESIGN FOR REVIEW. ��T % (2) 05 CON MAXIMUM AGGREGATE SIZE = 3/811. .:; MAXIMUM AGGREGATE SIZE = 3/8. 1'-4" 'COLUMN BLOCK-OUT: SLUMP = 8" TO 11". DO NOT :; SLUMP = 8" TO 11". DO NOT USE 2'-6"x21-6" (SHAPED) TURN V2 BLOCK ON EDGE a j USE SAME MIX AS USED FOR TIE SAME MIX AS USED FOR TIE BEAMS. FILLED W/GONG. AFTER EVERY 2nd. COURSE (TYP.) ° BEAMS SECT PROVIDE CLEAN OUT HOLE MINIMUM ... 5 SII gIl COLUMN NAS BEEN � � � � '.>� INSTALLED. (TOP MATCH " MAXIMUM LIFT = 5'-0" SIZE 3"x 3". ALL OVERHANGING SCALE, 314. f -V THAT OF ADJACENT.) TYP. SEE PLAN .-Co NOTE _ MORTAR AND DEBRIS TO BE REMOVED OF "TS" STL" T/FTG V � °• .a :� .p ° .:: FROM INSIDE THE CELL WALLS. SEAL • DO NOT GROUT UNTIL MORTAR HAS a d ° SET SUFFICIENTLY TO WITHSTAND PRIOR TO GROUTING, BUT AFTER SEE PLAN FOR SLAB ON COLUMN. O ° . g ° ° a ° ; O v a : °° d INSPECTION. GRADE THICKNESS AND THE PRESSURE OF THE GROUT. WAIL REINFORCING. (TYP.) NOT LESS THAN 24 HOURS. '. NOTE: e LITS" STEEL COLUMN: SEE PLAN WALL FOOTING (WF- )SEE DO NOT GROUT UNTIL MORTAR HAS (1) 05 CONT SET SUFFICIENTLY TO WITHSTAND FOR SIZE AND LOCATIONS. PLAN AND FOOTING SCHEDULE F -(SEE PLAN) - SEE THE PRESSURE OF THE GROUT. WAIT (TYP.) FOR SIZE AND REINFORCING. FOOTING SCHEDULE NOT LESS THAN 24 HOURS. — — (TYP ) FOR SIZE AND PROVIDE BIT. COATING ON STL. SURFACES EXPOSEDSTANDARD 90° HOOK (TYP.) REINFORCING. (TYP.) BELOW T/SLAB. (TYP.) VERT. REINF, IN CONC. FILLED VERT. REINF, IN CONC. FILLED SEE PLAN FOR S11 CELL t MATCHING DOWEL W/ CONC. SLAB ON z FACE SHELL OF BLK AT 1st LAP AT TOP OF SLAB. SEE PLAN GRADE AND t� 4 INSPECTION HOLE (TYP.) FOR SIZE 4 SPACING. CUT OUT RE INF'G. (TYP.) ON EXTERIOR OF WALLS FACE SHELL OF BLK. AT Ist a O ' z O � COURSE FOR FOR CLEAN-OUT ALL DWLS. TO BE TIED o Q) 4 INSPECTION HOLE (TYP.) IN PLACE BEFORE r,( N PLACE ALL INSP KNOCK -OUT PLACING CONCRETE. ON EXTERIOR OF WALLS w a SEE PLAN FOR CONCRETE LU --- SLAB ON GRADE AND z� U REINFORCING. (TYP.) LU SEE PLAN N T/SLAB ,IIINt IrCoMPRES515LE JOINT FILLER (TYP.) � M u 3" CLR EQUAL EQUAL F -(SEE PLAN) - SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING. (TYP.) STEEL COL. AT FOOTNG 611 1 Sc.aLE 3/4! - f-0' 1/4 TyP. % = aEz! TUBE STEEL COLUMN: ' (SEE PLAN FOR SIZE 4 LOC.) W/BASE PLATE: BASE PLATE 3/4"x6"x01-12" LG. W/(2)- (2) 15 GROUTED SOLID 3/4"' ANCHOR BOLTS MASONRY WALL ABOVE 8" (PROVIDE 6" MIN. EMBED. SEE PLAN +3" HOOK) SET ON I" NON - SHRINK GROUT. (TYP.) 4"(DEEP�x1b "x16" POCKET GR=Iyu MCOWN 'Wj� 11 rIlIq 11 mr V 11111111111q� ��Iliiiil 11 imnm X0 XIN W a jjq 1417 Ll SCALE 3/4' = f-0' WALL BEYOND S x CONT. SLOPING (SEE PLAN) —Illlii�lll PROVIDE (1)-05 VERT. W/STND- W DEGREE HOOK AT EACH END —X. IN GROUT FILLED SOLID CELL AT 48"O -C. (MAX.) TYP. SEE PLAN ris�aB AL SEE PLAN LOCATE CENTER jj T/FTG. BARS TO MATCH LU _ DOWEL. POSITION. u 3"wl= EQ. g•' EQ. CLR u �, 40 .01 WF- (SEE PLAN) #141 SECTION • CWJ WALL OFEENW SCALE 3/4' - f-0' (CONCRETE FILLED AFTER COL. HAS BEEN INSTALLED7. SLOPES DN FFIT 6 MIL. VAPOR BARRIER SEE ARCH" DRAWINGS 'OOT:AL EQUAL u cq 3" CLR F -(SEE PL ) - SEE FOOTING HEDULE FOR ZE AND REINO NG. (TYP.) p SECTION Sc ro SCALL: 3/4' - T -V C.J. = SAW -CUT CONTROL JNT. WITHIN 12 NRS. (MAX.) - FILL W/ELASTOMERIC JNT. FILLER Gnvufllvj TYPICAL HK"i LFT 4 DEPTH "d", SEE PLAN I" DEEP FOR 4" SLAB FOR SLAB THICKNESS 1 11/2 DEEP FOR 8" SLAB COMPACTED CONSTRUCTION JOINT W/ SUBGRADE FORMED METAL KEYWAY (STOP MESH EACH SIDE OF JOINT.) NOTE: 1"2" CONSTRUCTION JOINTS MAYBE USED IN LIEU OF CONTROL JOINTS. JOINT PLACEMENT REQUIREMENTS. FOR INCLOSEDANERIOR AREAS: 20'-0"O.C. (EACH WAY) FOR OUTSIDE/EXTERIOR AREAS: 8'-0"OC (EACH WAY) WHERE SLAB IS TO RECEIVE TILE FINISH, COORDINATE JOINT LOCATIONS WITH TILE MORTAR JOINTS. 1 - - " SCALE 3/4' - f-0' INFILL W/ CONCRETE AROUND PIPE SLEEVE PIPE SLEEVE MIN. 2" REINF. TO MATCH GREATER THAN PIPE T T P007MG REINF. TYP PIPE PENETRATION AT FOOLING PROVIDE LADDER TYPE JOINT (HORIZ.) REINF'G. AT 16 "O.C. (MAX.) TYP. - ALL DWLS. TO BE TIED IN PLACE BEFORE PLACING CONCRETE.— ,— FOOTING REIN. m � al k SLAB ErDAGE DETAIL 6 SCALE- 3/4! T-0 L P OUTSIDE CORNER BARS SAME SIZE NO. AS HORIZ. REINF'G. 2 "x4" KEYWAY 40RIZONTAL REINF'G. - 25" (MIN.) LAP d z F CORNERS INTERSECTIONS Nott: PROVIDE MATCHING CORDER BARS FOR ALL HORIZONTAL REINFORCING AT INTERSECTIONS < CORNERS OF ALL FOOTINGS, THICKENED 5LA65 ON GRAPE, WALLS, AND BEAMS UNLESS NOTED OTHERWISE_ � TVP. HORIZ. REINFG w CONC. BEAMS AND FTGS. SCALE 3/4r - f-9 3" CLR [ 1 (TYP.) Q" g•' EQ SEE PLAN 4 SCHED. JFI LU a LU w SEE PLAN 4 SCHED" FOR = WALL FTG. SIZE 4 REINF_ 3" CLR 01�1 SECTION *�CMUWALL SCALE: 314' - f-0' SII VERT. REINF, IN CONC. FILLED VERT. REINF, IN CONC. FILLED CELL 4 MATCHING DOLL W/ S11 CELL t MATCHING DOWEL W/ PROVIDE LADDER TYPE - � � FACE SHELL OF BLK AT 1st LAP AT TOP OF SLAB. SEE PLAN JOINT (HORIZ.) REINF-G. t� 4 INSPECTION HOLE (TYP.) FOR SIZE 4 SPACING. CUT OUT AT 16"O.C. (MAX.) TYP. ON EXTERIOR OF WALLS FACE SHELL OF BLK. AT Ist a O SEE PLAN FOR CONCRETE COURSE FOR FOR CLEAN-OUT ALL DWLS. TO BE TIED REINFORCING. (TYP.) 4 INSPECTION HOLE (TYP.) IN PLACE BEFORE r,( -� PLACE ALL INSP KNOCK -OUT PLACING CONCRETE. ON EXTERIOR OF WALLS a SEE PLAN FOR CONCRETE ffl tL SLAB ON GRADE AND REINFORCING. (TYP.) SEE PLAN N T/SLAB ,IIINt IrCoMPRES515LE JOINT FILLER (TYP.) 3" CLR [ 1 (TYP.) Q" g•' EQ SEE PLAN 4 SCHED. JFI LU a LU w SEE PLAN 4 SCHED" FOR = WALL FTG. SIZE 4 REINF_ 3" CLR 01�1 SECTION *�CMUWALL SCALE: 314' - f-0' SII VERT. REINF, IN CONC. FILLED CELL 4 MATCHING DOLL W/ LAP AT TOP OF SLAB. SEE PLAN H FOR SIZE 4 SPACING" CUT OUT � � FACE SHELL OF BLK AT 1st COURSE FOR FOR CLEAN-OUT t� 4 INSPECTION HOLE (TYP.) wz PLACE ALL INSP KNOCK -OUT ON EXTERIOR OF WALLS a a O SEE PLAN FOR CONCRETE Z a SLAB ON GRADE AND REINFORCING. (TYP.) SEE PLAN r,( T/SLAB MPRESSIBLE JOINT FILLER (TYP.) SEE PLAN 4 SCHED. FOR WALL FTG. SIZE E REINF. NERSAL ,uzcrlrlEc: rVRE - ENGINEERING - was 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteunivemalarchitects.can O C PDI* 2016 Re Unice , U -C. NI Rirtils Peeanetl. _ _ CIMSMTMlT Q w H � � N � w CV) *04Qa' �OO wz LL �QU_cn �,•� a O zow Z M a U_ �LO< co U W SQL REVISIONS: # DATE DESCRIPTION 06/15/16 SUBMIT 09/08/16 RESUBMIT 07X13117 RESUBMIT DRAWN BY: XH (TYP.) Q• SII EQ" CHECKED BY: MX DATE: JUNE 15, 2016 SEE PLAN 4 SCHED. LECTION CMU WA L AS ENGINEER/NG SERI/ICES, INC. STRUCTURAL DESIGN GROUP 13O THE DEET OF M IQ4WLCpfaL. TM OUILDNG DE61C�1 PL" APC SFECIFICATIQb7 U�IH I UILOW. STFUCTU?AL MEWAk CODE. 7:E 61M A V eEALM OF T:E MANS .NTD SPECFIG4TIQl6 AIE ONLY FOR THE MLDRIG'6 6TRUCTURA - COMPOlENi6 AFFECTED f� j4s _ f �t /� ISY URC, LIVE MD Co"ViTr LOADS. 10244 East Colonial Dnve, Swte 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 % Minsheng Xie P.E. Florida No. 51161 3/4" DIA A325N BOLTS HEADER STUD w/ STD RISC HOLES IN 2 1/2" PER SCHEDULE ANGLES AND LONG SLOTS IN BEAM - FINGER TIGHTEN BOLTS. SEE SCHEDULE FOR o NO. OF BOLTS REQ'D - LU IL Uj p STEEL BEAM 6 STD AISC W/ RETUi�I 1/4 CAST IN EMBED PL. PER STL. BM. TOS CONCRETE AGE CONCRETE CONNECTION ADDITIONAL "5'S SCHEDULE VERTICAL - SEE PLAN CONNECTION TO CONCRETE CONNECTION TO MASONRY BLOCK-OUT MASONRY ANC— POUR SOLID W/ CONCRETE AT EMBED IN MASONRY WALL 4 Mm �-- ism KNOCK -OUT BLOCK 3/4" DIA A325N BOLTS X 3'-0" LONG WITH w/ STD AISC HOLES IN (2) 05 x 6'-0" LG. ANGLES AND LONG SLOTS IN BEAM - FINGER TIGHTEN BOLTS. SEE SCHEDULE FOR —\ NO. OF BOLTS REQ'D D DBL. KNOCK -OUT E BLOCK CONT. WITH (2) 45 EACH COURSE LU I z dw -1 (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) STL 5M TO CONC CONNECTION SCHEDULE STEEL STEEL CLIP ANGLE CONCRETE EMBED BEAM CONNECTION CONNECTION 2-L 436/I6 BOLTS EMBED PLATE HEADED STUDS SIZE SIZE ANGLE LENGTH (IN) w �wo< (6" LG MIN) 04, W21 18 6 1/2 x 15 x 2'-0" (12) 3/4" DIA ZM co`U I,�'¢ + <t W10, W12 IN (4) ROWS W18, W21 15 5 1/2 x 15 x 1'-6" (9) 3/4" DIA IN (3) ROWS W14, W16, 12 4 1/2 x 15 x 1'-3" (9) 3/4" DIA (4) 1611 + Q W18, W21 IN (2) ROWS W12(6) 9 3 1/2 x 15 x 1'-3 3/4" DIA IN (2) ROWS STL JOIST TO CONC SEE SECT N/A 1/2 x 12 x I'-0" l4) 3/4" DIA IN (2) ROWS NOTE: I ALL STUDS ARE 6" AND EQUALLY SPACED 2 MINIMUM EDGE DISTANCE FROM CL OF STUDS TO FACE OF CONCRETE SHALL NOT BE LESS THAN 4" WITHOUT APPROVAL BY ENGINEER 3 PROVIDE NELSON TYPE STUDS OR APPROVED EQUAL BY ARCHITECT SCALE 3/C - T -T �I = F � r REINPG. CONT. AT 3/8"A" (VERT.) JOINT CONTROL JOINT IN 3/8" AT EACH SIDE OF CONIC. TIE BEAM. JOINT CONC. TIE BEAM. AT TIE 15M./5M. AND BOND BEAM RUN i2EINF'G. CONT. IN KNOCK -OUT BOND BEAM. (TYP.) JOINT AT E30ND BEAM 3/8" NOTE: JOINT DISCONTINUE HORIZ. REINF. AT JOINT PREMOLDED RUBBER TOOL JOINT AND INSERT CAULK EA. SIDE PROVIDE 1/2" WEB STIFFENER PLATE ON EACH SIDE OF BM. (TYP.) COL. CAP PLATE: 3/4"x9"xl'-0" L 4. W/(4)-3/44 THRU BOLTS (TYP.) CONT. 2x12 W/ REINF. FILLED CELL KEEP JOINT FREE (3) 06" SCREWS EACH SIDE OF JOINT OF DEBRIS DURING W/(1)-85 (VERT.) TYP. CONSTR, (TYP.) AT FOUNE)ATION LOCATION FOR CONTROL JOINT LOCATION SEE PLAN TO MATCH WI ARCH STUCCO JOINT MASONRY JONTS 4 SCALE: 3/4' - T -V (STEEL REINK BEAM— MASONRY STD RISC � w/ RETURN / 1/4 CONCRETE COLUMN `r >_ p. EMBED PLATE 77 PER SCHEDULE HEADER STUD p v . PER SCHEDULE o p . CONNECTION TO CONCRETE AT NARROW FACE OF "W" STL. COLUMN. 3/16 V ` 1/4 HOLDDOWN SEE PLAN SIDES E PLAN 2x PLATE W/ OF "W" STL. (2) 0.145 PAP. COLUMN. W/ WASHER 6 8" O.C. COL. BASE PLATE: (2)12d TOE NAILS EA SIDE 3/4"x9"xl'-0" LG. WK4)-3/4110 THRU BOLTS(TYP_) 77777777777777727777 TS COL SEE PLAN PROVIDE 1/2" WEB STIFFENER PLATE ON / EACH SIDE OF BM. (TYP.) -� SECTION 6 SCALE: 3/4' - T-0' 2x6 a 16" O.C. 5/8" GWB SHEATHING 10d NAILS a 6" O.C. FLOOR TRUSS WI 2x(o TOP 4 BOTT CHORD � • .11 — C 0C I '• / _ SCALE 3/f - T-' W BEAM SEE PLAN ELEVATOR EQUIPMENT AND - AICCESSORIES: INSTALLED BY ELEVATOR MANUFACTURER / SUPPLIER (TYP.) 0'-0'1 TISLAB S's AT 12 "O.C. (MAX.) EACH WAY CENTERED IN WALL. (TYP.) PROVIDE 21-0"x2'-0" BLOCK-OUT AT CENTER LINE OF HOISTWAY W/ (2)-%x6'-0" EACH SIDE ( 1) TOP 4 (1) BOTTOM. 811 2x4 KEYWAY 11-011 11_0" (TYP. ON 4 SIDES) PROVIDE S'012 "O.C. (MAX.) EACH WAY, TOP 4 BOTTOM. "SUMP PIT" AS REQUIRED BY ELEVATOR MANUFACTURER/ N 6„ SUPPLIER, REINFORCED WITH (3)-05's EACH WAY, BOTTOM. 40 (1" GRATING COVER W/RECESSED ANGLE FRAME: Llxlxl/8 GENERAL CONTRACTOR TO COORD. W/ELEVATOR MANUF'S APPROVED SHOP DRAWINGS. 2x BLKG 48" O.C. TYP -5/811 GYPSUM WALLBOARD (2)12d NAILS AT EA TRUSS -(2)12d TOE NAILS EA SIDE ELEVATOR PTT DETAIL SCALE 3/4' - T -V SIMP50N HGAM10 AT 48" OC, – 1/2" PLYWOOD SHEATHING W/ ed NAILS AT 6" O.C. P.T. 2x6 AT 16" O.G. - 1/4"x3" TAPCON AT 8" O.C. - (O" CMU GROUT SOLID – TIT W/ #5x24" LG AT EA LOCATION �r 61 Caw Ca LU w cn = N 3" CLR. (TYP.) W BEAM SEE 2x4 BRACING W/ PLAN (2) 0.145 P.A.F. WASHER AT STEEL BEAM a 8'-0" O.G. �--<-3 SIDES � BEARING AT STEEL BEAM scusYa e.� P1/4 2x6 6 16" O.C. 5/8" GWB SHEATHING 5/8" GWB SHEATHING 10d NAILS g 6" O.C. — -12d NAILS 6 8" O.C. FLOOR TRUSS W/ 2x6 TOP 4 BOTT CHORD -NAIL PER SHEAR WALL SCHEDULE TYP ,,--10d NAILS 9 6" O.C. PLY WOOD SHEATHING 10 s�wn�� sEclan 5/8" GWB SHEATHING 2x6 is 16" O.C. 5/8" GWB SHEATHING 10d NAILS �► 6" O.C. — FLOOR TRUSS W/ 2X6 TOP 4 BOTT CHORD IX NAILS 0 6" U.L. NAIL PER SHEAR WALL SCHEDULE TYP PLY WOOD SHEATHING CONT. TO FLOOR SHR4tNIN6 SwulEARWALL SECTION SCALE: 3/4' - T -W �- PROVIDE CONT. (TYP.) cA — 2x4 KEYWAY CONT. (TYP.) i3 Ln 1'-0" Q d rQ � Ile SEE PLAN T/SLAB COMPRESSIBLE JOINT FILLER (TYP.) 1- SEE PLAN 4 SCHED. FOR WALL FTG. SIZE 4 REINF. Q. it le 8" EQ. Of PLAN 4 SCHED. SECTION 8 SCALE 3/4' - T-9 5/864B SHEATHING 12d NAILS a 8" O.C. /// — NAIL PER SHEAR WALL SCHEDULE TYP 5/8" GWB SHEATHING CONT. TO FLOOR SHRATHING 12SuEARWALL SECTION SCALE- 31C T -V A ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP t0 T� BEAT CP MyPO4OU.ELXRX TE BUILDING OM M rL" AND 0MCFICATIc" T WTI BUL0Wi 8TPWTLVFAL 0E81ON CODE TV OMM APD SEA -W. OF 7I$ PL AND BPECRCATI" ARE OHLFOR TE BWLDRIGA 67PLMRAL COMPO►BdrO AFFECT BY URD, LIVE AND GRAVITY LOA,D6. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 ] Minsherlg Xie P.E. Florida No. 51161 WW"VE� ARCHriECTURE-ENGINEERING-HUMORS 1336 Hawftme Cove Drive Ocoee, FL 34761 407.325.3550 www.aliteunivemlarchitects.com O COFjt 2016 Elis Uni,eisel, LLC. Ail Rel -d CCNSLR_TANT PROJECT A STL 5M TO CONCRETE CONNECTION SCHEDULE 211 311 2" AT END OF WALLS AND NARROW COLUMN FACE - a STEEL BEAM " OF BOLTS 2-L 4x3x5/16 ANGLE LENGTH (IN) SINGLE PLATE WELD TO EMBED * OF STUDS EMBED PLATE LENGTH + o u SIZE UOQoO w �wo< awe_jU) XH � �a-0 DATE: JUNE 15, 2016 z UI— ZM co`U I,�'¢ + <t W10, W12 (3) 13 1/4" FILLET (3) 12" 112" EMBED—`" LU PLATE + W14, WI6 (4) 12 i/4" FILLET (4) 1611 + Q W18, W21 (5) 15 1/4" FILLET (5) 20" W24, W21 (6) IS 1/4" FILLET (6) 24" EMBED DETAIL OF "W" STL. COLUMN. 3/16 V ` 1/4 HOLDDOWN SEE PLAN SIDES E PLAN 2x PLATE W/ OF "W" STL. (2) 0.145 PAP. COLUMN. W/ WASHER 6 8" O.C. COL. BASE PLATE: (2)12d TOE NAILS EA SIDE 3/4"x9"xl'-0" LG. WK4)-3/4110 THRU BOLTS(TYP_) 77777777777777727777 TS COL SEE PLAN PROVIDE 1/2" WEB STIFFENER PLATE ON / EACH SIDE OF BM. (TYP.) -� SECTION 6 SCALE: 3/4' - T-0' 2x6 a 16" O.C. 5/8" GWB SHEATHING 10d NAILS a 6" O.C. FLOOR TRUSS WI 2x(o TOP 4 BOTT CHORD � • .11 — C 0C I '• / _ SCALE 3/f - T-' W BEAM SEE PLAN ELEVATOR EQUIPMENT AND - AICCESSORIES: INSTALLED BY ELEVATOR MANUFACTURER / SUPPLIER (TYP.) 0'-0'1 TISLAB S's AT 12 "O.C. (MAX.) EACH WAY CENTERED IN WALL. (TYP.) PROVIDE 21-0"x2'-0" BLOCK-OUT AT CENTER LINE OF HOISTWAY W/ (2)-%x6'-0" EACH SIDE ( 1) TOP 4 (1) BOTTOM. 811 2x4 KEYWAY 11-011 11_0" (TYP. ON 4 SIDES) PROVIDE S'012 "O.C. (MAX.) EACH WAY, TOP 4 BOTTOM. "SUMP PIT" AS REQUIRED BY ELEVATOR MANUFACTURER/ N 6„ SUPPLIER, REINFORCED WITH (3)-05's EACH WAY, BOTTOM. 40 (1" GRATING COVER W/RECESSED ANGLE FRAME: Llxlxl/8 GENERAL CONTRACTOR TO COORD. W/ELEVATOR MANUF'S APPROVED SHOP DRAWINGS. 2x BLKG 48" O.C. TYP -5/811 GYPSUM WALLBOARD (2)12d NAILS AT EA TRUSS -(2)12d TOE NAILS EA SIDE ELEVATOR PTT DETAIL SCALE 3/4' - T -V SIMP50N HGAM10 AT 48" OC, – 1/2" PLYWOOD SHEATHING W/ ed NAILS AT 6" O.C. P.T. 2x6 AT 16" O.G. - 1/4"x3" TAPCON AT 8" O.C. - (O" CMU GROUT SOLID – TIT W/ #5x24" LG AT EA LOCATION �r 61 Caw Ca LU w cn = N 3" CLR. (TYP.) W BEAM SEE 2x4 BRACING W/ PLAN (2) 0.145 P.A.F. WASHER AT STEEL BEAM a 8'-0" O.G. �--<-3 SIDES � BEARING AT STEEL BEAM scusYa e.� P1/4 2x6 6 16" O.C. 5/8" GWB SHEATHING 5/8" GWB SHEATHING 10d NAILS g 6" O.C. — -12d NAILS 6 8" O.C. FLOOR TRUSS W/ 2x6 TOP 4 BOTT CHORD -NAIL PER SHEAR WALL SCHEDULE TYP ,,--10d NAILS 9 6" O.C. PLY WOOD SHEATHING 10 s�wn�� sEclan 5/8" GWB SHEATHING 2x6 is 16" O.C. 5/8" GWB SHEATHING 10d NAILS �► 6" O.C. — FLOOR TRUSS W/ 2X6 TOP 4 BOTT CHORD IX NAILS 0 6" U.L. NAIL PER SHEAR WALL SCHEDULE TYP PLY WOOD SHEATHING CONT. TO FLOOR SHR4tNIN6 SwulEARWALL SECTION SCALE: 3/4' - T -W �- PROVIDE CONT. (TYP.) cA — 2x4 KEYWAY CONT. (TYP.) i3 Ln 1'-0" Q d rQ � Ile SEE PLAN T/SLAB COMPRESSIBLE JOINT FILLER (TYP.) 1- SEE PLAN 4 SCHED. FOR WALL FTG. SIZE 4 REINF. Q. it le 8" EQ. Of PLAN 4 SCHED. SECTION 8 SCALE 3/4' - T-9 5/864B SHEATHING 12d NAILS a 8" O.C. /// — NAIL PER SHEAR WALL SCHEDULE TYP 5/8" GWB SHEATHING CONT. TO FLOOR SHRATHING 12SuEARWALL SECTION SCALE- 31C T -V A ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP t0 T� BEAT CP MyPO4OU.ELXRX TE BUILDING OM M rL" AND 0MCFICATIc" T WTI BUL0Wi 8TPWTLVFAL 0E81ON CODE TV OMM APD SEA -W. OF 7I$ PL AND BPECRCATI" ARE OHLFOR TE BWLDRIGA 67PLMRAL COMPO►BdrO AFFECT BY URD, LIVE AND GRAVITY LOA,D6. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 ] Minsherlg Xie P.E. Florida No. 51161 WW"VE� ARCHriECTURE-ENGINEERING-HUMORS 1336 Hawftme Cove Drive Ocoee, FL 34761 407.325.3550 www.aliteunivemlarchitects.com O COFjt 2016 Elis Uni,eisel, LLC. Ail Rel -d CCNSLR_TANT PROJECT A # DATE w 06115118 SUBMIT 09108118 RESUBMIT 07/03/17 w V1 � > g UOQoO w �wo< awe_jU) XH � �a-0 DATE: JUNE 15, 2016 z UI— ZM co`U I,�'¢ I~ U) r� W Z Q U) Z O H U W co REVISIONS: # DATE DESCRIPTION 06115118 SUBMIT 09108118 RESUBMIT 07/03/17 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-7 PRE-ENGINEERED WOOD ROOF TRUSSES AT 2411OC. (MAX.) TYP. _r- TYPICAL CMU BEARING WALL ELEVA11ON SCALE= KTR COORD. W/ARCH. T/BOND BEAM COORD. W/ARCH. LINTEL COORD. W/ARCH. B/"U" LINTEL TURN 1/2 BLOCK C EVERY 2nd. COUR #5 DOWEL CMU LINTEL NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN b'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. ,, SPLICE LENGTH PER SCHEDULE 1 Zo U L�111re�Sumo ar Cl�)rc coy MTSMIb W/ (4; X 2-3/4" TAF c BOND BEAM DOUBLE KNOCK OUT - BLOCK W/ (1) 0 5 EA COURSE GROUT SOLID 10d NAILS TOENAIL A TRUSS TYP SCALE KTR o. • -P.T. 2x4 13LKG FASTEN TO WALL WITH 1/4"x3" TAPCON • 12" O.C. (2 MIN.) MASONRY WALL W/ CONT. BOND BEAM P.T. 2x4 CONT. FASTEN TO 1/4"x3" TAPCONS AT b" 0.( CONN SEE PLAN 6 SEC11ON ) Sr". 3/f - T -V OVER FRAMING SIMP50N MTS 12 6 EACH SECURE TO ROOF TRUSSES WP OVER -BUILT TRUSS CONN 9CALE. 3/4' - f-0' DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED. LENCzTIN OF WALL SPLICE LEWSTW NAILS ALOWG (BETWEEN CORNERS) (MINIMUM) SPLICE LEW_zTH OVER 30' 4'-0" 1S -trod OVER 20' 2'-8" 10-1rod OVER 10' 1'-4" ro-Irod LESS THAN 10' 1'-4" 4-Irod � 0 DATE: JUNE 15, 2016 4z L 1= MU r� cz SIDE OPE VTIONAL -6 PLAN (TYP.7- 45 GROUT SOLI! MEW �I i�■1 �I�I��Y�i�l I!1■��I�IN !ll��■I�I� CMU LINTEL SEE illlll��■ �III,1IImA- 1�■WIIIlIMk �III�I■��� _r- TYPICAL CMU BEARING WALL ELEVA11ON SCALE= KTR COORD. W/ARCH. T/BOND BEAM COORD. W/ARCH. LINTEL COORD. W/ARCH. B/"U" LINTEL TURN 1/2 BLOCK C EVERY 2nd. COUR #5 DOWEL CMU LINTEL NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN b'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. ,, SPLICE LENGTH PER SCHEDULE 1 Zo U L�111re�Sumo ar Cl�)rc coy MTSMIb W/ (4; X 2-3/4" TAF c BOND BEAM DOUBLE KNOCK OUT - BLOCK W/ (1) 0 5 EA COURSE GROUT SOLID 10d NAILS TOENAIL A TRUSS TYP SCALE KTR o. • -P.T. 2x4 13LKG FASTEN TO WALL WITH 1/4"x3" TAPCON • 12" O.C. (2 MIN.) MASONRY WALL W/ CONT. BOND BEAM P.T. 2x4 CONT. FASTEN TO 1/4"x3" TAPCONS AT b" 0.( CONN SEE PLAN 6 SEC11ON ) Sr". 3/f - T -V OVER FRAMING SIMP50N MTS 12 6 EACH SECURE TO ROOF TRUSSES WP OVER -BUILT TRUSS CONN 9CALE. 3/4' - f-0' DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED. LENCzTIN OF WALL SPLICE LEWSTW NAILS ALOWG (BETWEEN CORNERS) (MINIMUM) SPLICE LEW_zTH OVER 30' 4'-0" 1S -trod OVER 20' 2'-8" 10-1rod OVER 10' 1'-4" ro-Irod LESS THAN 10' 1'-4" 4-Irod SCALE 3/4' - f-0' PROVIDE UNE PLYWoor CLIP PER SPAN BETWEE SHEET EDGES TYP ROOF TRUSS TY SHEET EDGE OF SHEATHING TYP PLYWOOD CLIP DETAIL 5 W,A - 3,f - f-0' SII 1 2xb 6 Ib" O.C.12d NAI A T S ---� ,.�1,--� � L S E RUS TION 7 W". 3/4' - t0 D8SECTION SCaE 3/4' - f-0' SIMPSON HGAM10z AT 48" 1/2" PLYWOOD SHEATHING W/ 8d NAILS AT b" O.C. P.T. 2xb AT lb" 1 A TOE NAILS EA TRUSS AS ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO tHE BEST of MY I04oul2Da1ETW BU LDNG DESIGN PLANE AFD ePEC 4CATIONO Y WTH BUILONG, STRUCURAL DWHON CODE TW SIGHM AND eEALNG OF THE PLAN EPECFCAT10N6 ARE ONLY FOR THE BULpW.* STRUCTURAL CCM-ONW% AFFECTED DT WIND, LIVE AND GfRAVn Y LOADS. / 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fox 407-730-2999 Certificate of Authorization No. 25873 06-29-17 Minsheng Xie P.E. Florida No. 51161 14 ai ARCHITECTURE - EM WERING - INTMMS 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.cm OCapy %ZO18 Elib Umv "1L`C. AN Reserved. CONSULTANT PROJECT A # DATE W 06115116 SUBMIT 09108116 RESUBMIT H � F�1 � <0 W �wRa DRAWN BY: („zy j � 0 DATE: JUNE 15, 2016 4z L 1= MU r� cz vo Q W 0 0 Z Q U) Z O U W U) REVISIONS: # DATE DESCRIPTION 06115116 SUBMIT 09108116 RESUBMIT 07/03/17 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-8 8d NAILS AT 4" O.C. SIMPSON H3—�SIMPSON U24-----,, CONT. 2x12 W/ (3)10x3" SCREWS 2x4 a 24" O.C. 1/2" PLYWOOD SHEATHING W/ i 8d NAILS AT b" O.C. TYP NAIL BOTTOM CHORD OF GABLE TRUSS W/ 12d 0 (" O.C. ATTACH BOTTOM CHORD OF GABLE TRUSS W1 SIMPSON META116 a 48" O.C. DOUBLE KNOCK OUT — BLOCK W/ (l) M 5 EA COURSE GROUT SOLID CMU LINTEL 2x4 BLOCKING At DIAGONALS ONLY W/ (2)-12d TOE NAILS EA. SIDE '5)10d NAILS (TYP.) 2x4 DIAGONAL BRACING PROVIDE ONE BRACE AT PEAK, REMAINING At 48" O.C. SIMPSON A23 W18 -10d NAILS PROVIDE CONT. 2x8 P.T. PLATE W/ 1/2"0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. W/ 2x2 PL. WASH 4 7 MIN. EMBEDMENT •0 mor 1 •` 1 �! , 9CALB 3/4' -1-9 11 1211 -`SLOT I' El I �j 1, 1:1 El REFER TO ARCH. FOR ARCH PROFILE d ° eC d A e d O ..° d d a a. C "Q G e d e A d e .e a Xa :d .�Q d a e d CREATE APPROX. 44 HOLE IN FACE OF MASONRY TO ALLOW GROUT TO FLOW THROUGH TYP. ARCH FRAMrN 4 xue Yt+a NOTE: 1, J" STL KNIFE PLATE SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. 2, ALL PRESSURE TREATED AND FIRE RETARDANT LUMBER FASTENERS SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. 3/4" DIA THRU BOLTS " CAP PLATE WOOD HEADER/ BEAM 2x's ON STL COL: P.T. 4x(o ATTACHED TO EA P.T. 48 W/ SIMPSON SDW52250OD5 SCREWS TYP - P.T. 48 ATTACHED TO P.T. 4x8 W1(2) SIMPSON SDWS22500D5 SCREWS TYP " STL KNIFE PLATE 1/ T S EC110N 8 SCALE 3/4' - f -V GABLE END TRUSS SECTION "L" 51RAC INCA REQU I REMENT5 STUD SPACING NO "L" BRACE (1) 2x4 "L" BRACE (2) 2x4 "L" BRACE (2) 2x6 "L" BRACE *11 01-011-41-511 41-511-8--011 r` 24" 0'-0" - 4'-0" 4'-0" - (0'-10" (0'-10" - 8'-10" 8'-10" - 12'-811 USE 10d NAILS TY1 4" O.C. 2x RADIAL FRAMING u (2) 08 NAILS FROM SHE 11211 PLYWC W/ ed NAIL OPEN L0.145 P.A.F. 6 4" MAX. FROM ENDS AND 49 8" 0/C MAX. ARCHED FRAMED OPENING BETWEEN STL COL. Nm 5 TYP. ARCH FRAMING cr 19 t I I v11%) FILLER D -D TOP vEw 3/4" DIA THRU BOLTS 2x " CAP PL SCALE: 3/4'-1-9 LLN I INUVUV DCAICIr#J UNI_r—U0 NV I CLJ V I HCNCWI0C VERTICAL "L" BRACE GABLE WEB VIEW 115_5II VERTICAL "L" BRACE —GABLE USE 10d WEB NAILS TYP 6 4" O.C. '' I ALTERNATE VIEW llc:_/;11 p SECTION D TO )IA. .ILS EA TRUSS in A Ir -tCtn rfi71 I&& ROOF SHEATHING LAYOUT AT 48" 'ACES tAL H tNV. QW06401;711011 , I 1 • ■N 0 SCALL 3/4' 1-9 2) DETAIL TYP TYP I BM ASE GINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TFE 8"T CF MY KNORI_RDOP- 1-a WLD W. DESIGN I -L" AND 8P'ECIFICAtION6 Y W7}1 EUO-DN6 eTRlG1U?AL pE81GN CODE T4E BK�INCs NC BEdLNG OF T4E PS.AIIe BPECFICATk7ND fUE ONLY FOR THE OU0..DBJG'8 eTRJC1URAL COhIPOlEO•!Te Ap�CIEp 6Y URID, LIVE AND GlP,4VItY LARD& 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 06-29-17 Minsheng Xie P.E. Florida No. 51161 MCHfiECT A E-EMNEQ21, ING- WERM 1336 Hawfflome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteunWmalamhbcts.= OcoVm m 2016 Elle tMilersal•LLC. JIM a a. CONSULTANT PMECT A # DATE W 06115116 SUBMIT N RESUBMIT 07/03/17 r` M :::± H Q � DODO W �w DRAWN BY: J co '^ JLLLL DATE: JUNE 15, 2016 ZH M�I0ZU a Q W 0 0 z Q co Z 0 H U W t!) REVISIONS: # DATE DESCRIPTION 06115116 SUBMIT 09/08116 RESUBMIT 07/03/17 RESUBMIT :::± DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-9 of �B 5 10 8d NAILS AT 4" O.C. �SIMPSON UU24----,,SIMPSON H3 CONT. 2x12 W/ (3) 010x3" SCREWS 2x4 6 24" O.C. 2x4 ATTACHED TRUSS TOP — CHORD AND BOTTOM CHORD W/ 12d NAILS AT 12" O.C. 2x4 ATTACHED TRUSS EA — WEB MEMBER W! (2)12d NAILS NAIL BOTTOM CHORD OF GABLE TRUSS W/ 12d 's 6" OC. 2x4 BLOCKING AT DIAGONALS ONLY W/ (2)-12d TOE NAILS EA. SIDE CONN SEE PLAN CB -1 5SEC110N a SIMPSON U2 SIMPSON H3 2x4 g 24" O.C. \ CONT. 2x12 W/ (3) 010611 SCREWS ed NAILS AT 6" O.C. 2x4 0 16" O.G. 1/2" PLYWOOD SHEATHING - W/ 8d NAILS AT 6" O.C. 2x4 ATTACHED EA TRUSS WI SDS25412 secs CB - CONT. 2x12 W/ (3) M0x3" SCREWS 2x4 a 24" O.C. '5)10d NAILS (TYP.) 2x4 DIAGONAL BRACING PROVIDE ONE BRACE AT PEAK, REMAINING AT 48" O.C. SIMPSON A35 EACH SIDE AT 32" O.C., OR 16d TOENAILS EACH SIDE AT 12" O.C. PRE-ENGR'D TRUSSES SHEARWALL SHEATHING PER SHEAR WALL $G -HED. lblr�IJmla ' 2 ■Lem■ SCALE 3/4' - f-0' SINGLE KNOCK -OUT BLOCK W! (1) 15 CONT. EACH COURSE GROUTED SOLID (TYPICAL) SIMPSON HU48 TYP 4 tYl LAy IMPSON HU46` 0.; - SECTION 6 SCALE- 3/4' - 1-9 ed NAILS AT 4" O.C. SIMPSON H3SIMPSON U24,� 1/2" PLYWOOD SHEATHING W! 8d NAILS AT 6" O.C. TYP BRACING PER 2/59 BUILT TRUSS 1/2" PLYWOOD SHEATHING W/ Sd NAILS AT 6" O.C. `— 2x4 DIAGONAL BRACING W/ (2)10d NAILS EA END TYP LDDOWN SEE PLAN 10 SEC11ON SCALE- 34 T-9 - '5 WELDABEL DWLS. WELDED TO STL BM 48" O.C. SEE PLAN FOR LOCATION P.T. 2x BLKG FASTEN TO WALL WITH 1/4"x3" TAPCON g 12" O.C. (2 MIN.) 1/8" BEAM SEE PLAN SEE TABLE FOR �IVI« DETAILS " WEB STIFFENER 'PORTING BEAM sF-E PLAN W -BEAM TO W -BEAM TYPICAL. BOLTING CONNECTION 5CHEDUL-E (U.N.O.) ATTACH BOTTOM CHORD 51MFWN A23 W! 6-10d NAILS NUMBER OF 3/4" DIA. (EA. SIDE) THRU BOLTS OF GABLE TRUSS W! 16 4-3/4"DIA. SIMPSON LSTA15 ,9 48" O.C. 1/2" PLYWOOD SHEATHING EA FACE 18 5-3/4"DIA. W/ ed NAILS AT 4" O.C. PER DETAIL 5/5-9 15" 2x12 ATTACHED H-4 W! 6-3/4"DIA. 6 (2)12d NAILS AT 12" O.C. H-4 1-3/411DIA. ( 1 SECTION M�CD MZU*04 SCALE-1UR VERT. REINF, IN CONC. FILLED "30 FELT PAPER 10d NAIL 6 6" O.C. CELL 4 MATCHING DOWEL W/ d I -0 LAP AT TOP OF SLAB. SEE PLAN FOR SIZE 4 SPACING. CUT OUT 10d NAIL 4" O.C. TYP FACE SHELL OF BLK AT 1st COURSE FOR FOR CLEAN-OUT Q 4 INSPECTION HOLE (TYP.) m 10d NAIL 6 &" O.C. 1/4"x3" TAPCON _ L1 P.T. 2x4 BLKG FASTEN cr TO WALL WITH 1/4"x3" TAPCON 9 12" OF. (2 MIN.) P.T. 2x4 CONT. FASTEN TO WALL W! 1/4"x3" TAPCONS AT 8" O.C. CB -4 N P.T. 2x(o CONT. FASTEN TO WALL W/_j f -t 1/I 411 6" TAPCONS AT 8" O.C. CONN SEE PLAN CB -1 5SEC110N a SIMPSON U2 SIMPSON H3 2x4 g 24" O.C. \ CONT. 2x12 W/ (3) 010611 SCREWS ed NAILS AT 6" O.C. 2x4 0 16" O.G. 1/2" PLYWOOD SHEATHING - W/ 8d NAILS AT 6" O.C. 2x4 ATTACHED EA TRUSS WI SDS25412 secs CB - CONT. 2x12 W/ (3) M0x3" SCREWS 2x4 a 24" O.C. '5)10d NAILS (TYP.) 2x4 DIAGONAL BRACING PROVIDE ONE BRACE AT PEAK, REMAINING AT 48" O.C. SIMPSON A35 EACH SIDE AT 32" O.C., OR 16d TOENAILS EACH SIDE AT 12" O.C. PRE-ENGR'D TRUSSES SHEARWALL SHEATHING PER SHEAR WALL $G -HED. lblr�IJmla ' 2 ■Lem■ SCALE 3/4' - f-0' SINGLE KNOCK -OUT BLOCK W! (1) 15 CONT. EACH COURSE GROUTED SOLID (TYPICAL) SIMPSON HU48 TYP 4 tYl LAy IMPSON HU46` 0.; - SECTION 6 SCALE- 3/4' - 1-9 ed NAILS AT 4" O.C. SIMPSON H3SIMPSON U24,� 1/2" PLYWOOD SHEATHING W! 8d NAILS AT 6" O.C. TYP BRACING PER 2/59 BUILT TRUSS 1/2" PLYWOOD SHEATHING W/ Sd NAILS AT 6" O.C. `— 2x4 DIAGONAL BRACING W/ (2)10d NAILS EA END TYP LDDOWN SEE PLAN 10 SEC11ON SCALE- 34 T-9 - '5 WELDABEL DWLS. WELDED TO STL BM 48" O.C. SEE PLAN FOR LOCATION P.T. 2x BLKG FASTEN TO WALL WITH 1/4"x3" TAPCON g 12" O.C. (2 MIN.) 1/8" BEAM SEE PLAN SEE TABLE FOR �IVI« DETAILS " WEB STIFFENER 'PORTING BEAM sF-E PLAN W -BEAM TO W -BEAM TYPICAL. BOLTING CONNECTION 5CHEDUL-E (U.N.O.) SUPPORTING BEAM DEPTH NUMBER OF A325 -N BOLTS NUMBER OF 3/4" DIA. (EA. SIDE) THRU BOLTS L ANGLES GLEE ATT LENGTH EACH FACE 16 4-3/4"DIA. 4 12" 18 5-3/4"DIA. 5 15" 21 6-3/4"DIA. 6 18" 24 1-3/411DIA. 1 21" 1 bVi � NO m aa tol V Ew •. P.T. 3/4" TONGUE AND GROOVE HANDRAIL BY OTHER PLYWOOD SHEATHING —SIMPSON HETAIb FIRST 2x8 ATTACHED TO H-6 W! (3) 12d NAILS AT 12" O.C. SECOND P.T. 2x8 ATTACHED T W/ (3) 12d 'MIN. SLOPE NAILS AT 12" O.G. CONN SEE PLAN CB -1 SECTION 4 SCALE 3/4' -1-9 FIRST 2x8 ATTACHED TO P.T. 2x4 BLKG FASTEN H-6 W! (3) 12d NAILS AT TO WALL WITH 12" O.C. SECOND P.T. 2x8 1/4"x3" TAPCON ATTACHED T W/ (3) 12d g 12" O.C. (2 MIN.) NAILS AT 12" O.C. WDOD HEADER SEE SCHEDULE ON 5-11 H-6 SIMPSON HU48 TYP • SIMPSON HU48 TYP SIMPSON HU48 TYP. 5IMP50N HU48 TYP '" H-6 AT 24" O.C. SIMPSON HU48 TYP. (3) 2x10 W/ i" THRU BLOT SIMPSON HU68 FOR 2x6 SIMPSON NU68 FOR 2x6 AT 24 O.C. TYP DOUBLE 2x10 PLUS 1/2 C -D PLYWD FLAT TOP AND BOTTOM PLYWOOD W/ THRU FLAT TOP AND BOTTOM W/ Sd NAILS 4" O.C. TRUSS TYP BLOT AT 24" O.G. TYP TRUSS TYP "W" STEEL BEAM: SEE PLAN FOR SIZE. (TYP.) 51 PSON HGAMIOZ 24" O.C. "W" STEEL BEAM: SEE PLAN SECTM FORSIZE. (TYP.) \—SIMPSON TAI& &" C.I.P. CONC. W/04 AT 127SECTION SCALI,f - f-0, O.C. EA WAY AT BOTTOM Q V SCALB 3/4' - f-0' HANDRAIL BY OTHER (3) ibd NAILS FROM P.T. 2x10 T. 2x10 BLKG UNDER OVER BUILT TRUSS TO P.T. 2x8 BLKG HANDRAIL POST LOCATION. M5-4 12d TOE NAIL ATTACHED W/ (6)12d TOE = NAILS EA END CONT. 2x12 W/ (2)10d NAILS TOENAIL (3)'0x3" SCREWS EA TRUSS TYP 1/2" PLYWOOD SHEATHING W/ ed NAILS AT 6" O.C. SIMPSON MTS 12 EACH END SECURE TO ROOF TRUSSES BUILT TRUSS SIMPSON A35 EACH SIDE AT 48" O.C., OR l(od TOENAILS EACH SIDE AT 16" O.C. MCMN SCALE 3/4' - f-4' `- 2x4 DIAGONAL BRACING W/ (2)10d NAILS EA ENE) TYP LDDOWN SEE PLAN NQ • • P.T. 2x8 BLKG UNDER WICIAS HOIST BEAM ° • ° P.T. 2x10 ATTACHED w/ L441/4 x 9" LG. TO TRUSS W/ (4) 12d AND (3)3/4 110 2x PLATE W/ NAILS AT CHORD EPDXY BOLTS WI 6" EMBED (2) 0.145 P.AF. AND WEB AND (3) 3/411 THRU BOLTS W/ WASHER g 8" O.C. W BEAM SEE DOUBLE KNOCK OUT BLOCKS W/ SIMPSON H3Z PLAN (1) # 5 EA. COURSE GROUT SOLID 5915 SECTION SECTION 13 SCALES ScaLE 3/4! -f-0' 3/4' - f-0' 12 P.T. 2x4 CONT. FASTEN TO WALL W! SHEARWALL SHEATHING 1/4"x3" TAPCONS AT 8" O.C. PER SHEAR WALL SCHED. PROVIDE 1/2" WEB OF "W" STL. STIFFENER PLATE ON COLUMN. EACH SIDE OF BM. (TYP.) \ `— SIMPSON H3Z W BEAM SEE 2x PLATE W/ PLAN (2) 0.145 PAR W/ WASHER 19 8" O.C. FIELD SPLICE PLATE: M 5/8"x9"x0'-1'-9"LG. W/ (14)- ��ECT3/44 THRU BOLTS. (TYP.) 14 SCALE 3/4' - f-' 1 >. II ,. I I (P HOLDDOUJ�I II = I SEE PLAN > .: I I 11 P.T. 2x8 CONT. FASTEN TO WALL W! 1/4"x3" TAPCONS AT 8" O.C. t •a� i 3!16 3 SIDES SE16 CTION COL. CAP PLATE: 3/4"x9"xl'-0" LG. TYP. W/(4)-3/4"0 THRU 114 SCALE 3/4' - r-0' BOLTS (TYP.TS COL SEE PLAN SECT"" 15 SCALE 3/4' - f-9 6-2 SIMPSON HU68 TYP DOUBLE KNOCK OUT BLOCK W! (1) # 5 EA COURSE GROUT SOLID MB -2 AS NGINEERING SERVICES, INC STRUCTURAL DESIGN GROUP TM 9W OF MY KNO& ONE TE E1i1WM CMWM FLM* A40 DPECIF;CATi" Y umM euu�n enalcnlR,aL GEeION CGDE. rHc elaru+a AND 9EAiL116 GF THE Pl V✓D BPECFICATION6 AIE BY W FGR TME AND C ft4V BTRIICTURAL CGhPOl�1T8 AFFECT BY U4!'), LIVE AND Ca1bWITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Minsheng Xie P.E. Florida No. 51161 1;E& EPo MCHIIEUV - ENa1NE E 1336 Hawthome Cove Drive Ocoee,FL 34761 407.325.3550 www.eliteunWmalarchitects.com O Copyright 2016 Me Ihin ],LLC. N CONSMTANT PROJECT A VERT. REIN, IN CONC. FILLED W CELL 4 MATCHING DOWEL W/ 8" LAP AT TOP OF SLAB. SEE PLAN 09108!16 ti FOR SIZE t SPACING. CUT OUT RESUBMIT M--�¢M� �O0O FACE SHELL OF BLK AT 1st ` rrTT,,w0 Jc/)JU_U_ � COURSE FOR FOR CLEAN-OUT CHECKED BY: z DATE: JUNE 15, 2016 M�CD MZU*04 4 INSPECTION HOLE (TYP.) cn --� 10d NAIL 6 6" O.C. d CA P.T. 2x4 BLKG FASTEN wTO WALL WITH m 1/4"x3" TAPCON _ 6 12" O.C. (2 MIN.) CONN SEE PLAN CB -1 SECTION 4 SCALE 3/4' -1-9 FIRST 2x8 ATTACHED TO P.T. 2x4 BLKG FASTEN H-6 W! (3) 12d NAILS AT TO WALL WITH 12" O.C. SECOND P.T. 2x8 1/4"x3" TAPCON ATTACHED T W/ (3) 12d g 12" O.C. (2 MIN.) NAILS AT 12" O.C. WDOD HEADER SEE SCHEDULE ON 5-11 H-6 SIMPSON HU48 TYP • SIMPSON HU48 TYP SIMPSON HU48 TYP. 5IMP50N HU48 TYP '" H-6 AT 24" O.C. SIMPSON HU48 TYP. (3) 2x10 W/ i" THRU BLOT SIMPSON HU68 FOR 2x6 SIMPSON NU68 FOR 2x6 AT 24 O.C. TYP DOUBLE 2x10 PLUS 1/2 C -D PLYWD FLAT TOP AND BOTTOM PLYWOOD W/ THRU FLAT TOP AND BOTTOM W/ Sd NAILS 4" O.C. TRUSS TYP BLOT AT 24" O.G. TYP TRUSS TYP "W" STEEL BEAM: SEE PLAN FOR SIZE. (TYP.) 51 PSON HGAMIOZ 24" O.C. "W" STEEL BEAM: SEE PLAN SECTM FORSIZE. (TYP.) \—SIMPSON TAI& &" C.I.P. CONC. W/04 AT 127SECTION SCALI,f - f-0, O.C. EA WAY AT BOTTOM Q V SCALB 3/4' - f-0' HANDRAIL BY OTHER (3) ibd NAILS FROM P.T. 2x10 T. 2x10 BLKG UNDER OVER BUILT TRUSS TO P.T. 2x8 BLKG HANDRAIL POST LOCATION. M5-4 12d TOE NAIL ATTACHED W/ (6)12d TOE = NAILS EA END CONT. 2x12 W/ (2)10d NAILS TOENAIL (3)'0x3" SCREWS EA TRUSS TYP 1/2" PLYWOOD SHEATHING W/ ed NAILS AT 6" O.C. SIMPSON MTS 12 EACH END SECURE TO ROOF TRUSSES BUILT TRUSS SIMPSON A35 EACH SIDE AT 48" O.C., OR l(od TOENAILS EACH SIDE AT 16" O.C. MCMN SCALE 3/4' - f-4' `- 2x4 DIAGONAL BRACING W/ (2)10d NAILS EA ENE) TYP LDDOWN SEE PLAN NQ • • P.T. 2x8 BLKG UNDER WICIAS HOIST BEAM ° • ° P.T. 2x10 ATTACHED w/ L441/4 x 9" LG. TO TRUSS W/ (4) 12d AND (3)3/4 110 2x PLATE W/ NAILS AT CHORD EPDXY BOLTS WI 6" EMBED (2) 0.145 P.AF. AND WEB AND (3) 3/411 THRU BOLTS W/ WASHER g 8" O.C. W BEAM SEE DOUBLE KNOCK OUT BLOCKS W/ SIMPSON H3Z PLAN (1) # 5 EA. COURSE GROUT SOLID 5915 SECTION SECTION 13 SCALES ScaLE 3/4! -f-0' 3/4' - f-0' 12 P.T. 2x4 CONT. FASTEN TO WALL W! SHEARWALL SHEATHING 1/4"x3" TAPCONS AT 8" O.C. PER SHEAR WALL SCHED. PROVIDE 1/2" WEB OF "W" STL. STIFFENER PLATE ON COLUMN. EACH SIDE OF BM. (TYP.) \ `— SIMPSON H3Z W BEAM SEE 2x PLATE W/ PLAN (2) 0.145 PAR W/ WASHER 19 8" O.C. FIELD SPLICE PLATE: M 5/8"x9"x0'-1'-9"LG. W/ (14)- ��ECT3/44 THRU BOLTS. (TYP.) 14 SCALE 3/4' - f-' 1 >. II ,. I I (P HOLDDOUJ�I II = I SEE PLAN > .: I I 11 P.T. 2x8 CONT. FASTEN TO WALL W! 1/4"x3" TAPCONS AT 8" O.C. t •a� i 3!16 3 SIDES SE16 CTION COL. CAP PLATE: 3/4"x9"xl'-0" LG. TYP. W/(4)-3/4"0 THRU 114 SCALE 3/4' - r-0' BOLTS (TYP.TS COL SEE PLAN SECT"" 15 SCALE 3/4' - f-9 6-2 SIMPSON HU68 TYP DOUBLE KNOCK OUT BLOCK W! (1) # 5 EA COURSE GROUT SOLID MB -2 AS NGINEERING SERVICES, INC STRUCTURAL DESIGN GROUP TM 9W OF MY KNO& ONE TE E1i1WM CMWM FLM* A40 DPECIF;CATi" Y umM euu�n enalcnlR,aL GEeION CGDE. rHc elaru+a AND 9EAiL116 GF THE Pl V✓D BPECFICATION6 AIE BY W FGR TME AND C ft4V BTRIICTURAL CGhPOl�1T8 AFFECT BY U4!'), LIVE AND Ca1bWITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Minsheng Xie P.E. Florida No. 51161 1;E& EPo MCHIIEUV - ENa1NE E 1336 Hawthome Cove Drive Ocoee,FL 34761 407.325.3550 www.eliteunWmalarchitects.com O Copyright 2016 Me Ihin ],LLC. N CONSMTANT PROJECT A W DESCRIPTION N SUBMIT 09108!16 ti 07/03117 RESUBMIT M--�¢M� �O0O ` rrTT,,w0 Jc/)JU_U_ � �a�o CHECKED BY: z DATE: JUNE 15, 2016 M�CD MZU*04 cn a ►i U W REVISIONS: # DATE DESCRIPTION 06115116 SUBMIT 09108!16 RESUBMIT 07/03117 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-10 51 1EAf;RWALL 5CHEE)ULE TYPE SHEATHING SHEATHING NAILING FND CONN EACH END OF WALL F10 W PLATE 2nd FLOOR 2nd FL CONN EACH END OF WALL 3rd R� 3rd FL CONN EACH END OF WALL �IR� 4th FL CONN EACH END OF WALL (3)1 3/4"x11 1/8" LVL TiPE DOUBLE 2x12 FOR 4" WALL TRIPLE 2xI2 FOR b" WALL H-6 (2)1 3/4"x16" LVL NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER MB -2 5'-10" < L < 14'-0" BFI6-15/1T PRECAST 2 M5-3 21-1011 < L < 14"-0" 12FIb-25/1T NNW FLR � �� Ind-fmCf + 2 STORY 3M -POOP + 3 STORY 41h -ROOF + 4 STORY 2 RID -2nd FLRMW � �� 2nd-ROGf + 1 STORY and-fd70F + 3 STORY FrRDOF + 4 STORY 4 COMMCOfI�CTOR RIS BOIT-Q' � pOL W EA SO ATfAGT4 TO S1tD5 I€ap 51ftJ5 AT CGI'IECTOR �O R �1'p 5TfD6 AT �� w4Ls E10 M REGfl st1D5 AT N/A � A1 (4) ed 455 WOOD Si�R SEEM am 91m om 1PLY (11)10dx15, 2/3 PLY (15) ibd 4-1/4X2-1/4 TiTEN (MTSM20) 860+2235=3095 CONCRETE, MASONRY N/A 8 HTT4 (18)16d 4235 (NAILS) 90 OF WU HTTIb OF AT BO OF WU CJF AT @D OF Iw U (3) 3/4 STUD BOLTS OF AT S @D OF WALL 1� t l ) 1/2' GD PLYIID 2 WA WA WA ed NAILS + 4' OL. WA WA WAFb98 11 1/8' DIA 3 -UB' DIA (4)2* 0 DIA Ai DM BOLTS + 16' x 'i WA WA WA WA WA WA WA WA WA NTA WA WA NIA 13 MAS (b)10d x 1-1/2 1005 SLAB, STEMWALL FA3 1 HCP2 (12)10d x 1-1/2 605 FOR 2x MEMBER N/A HCP4 (I6)10d 1000 FOR 4x MEMBER N/A 15 HGA10 4 -SDS 1/4x1 1/2 TO RAFTERS/TRUSS 695 WOOD N/A (4) SDS 1/43 TO PLATES O WA 5J8' WPM '2 ��� 50 GYM 92 �� 5AV GYPW '2 �� ECCU44 AT BEAM END WA bd COOLER NAILS 6dLER COONAILS fid 000a NAILS 3660 (UPLIFT) WA N/A WA WA WA NTA RTW AT ONE END 16-10111 l2) 2x6 N/A 0520x48 AT ONE DO IB-IOd (2J 2x6 WACS�x4m AT ONE END 16-101d (2) 2x6 990 WOOD N/A A5U44 (12) ibd 2200 ABU44 FOR 44 POST + 4' OTC. + To OTC + 1' Of.. 5/8 ANCHOR BOLT 2300 ABU66 FOR 6x6 POST PAU66 HETA20 AND iPLY (14)10dx15, 2/3 PLY (12) lbd V4%' TAPCON 48' O.C. 2� MV TAPCON 48' Of- 4-1/4X2-1/4 TITEN (MTSM20) 1810+860=2610 CONCRETE, MASONRY V456' TAPCON 48' O:C. 2 3/4" TAPCONS TO MASONRY 1810, CONCRETE, MASONRY, WOOD n2l HUC410(12)1/4"x (12) SDS 1/4x2 1/2 FOR WOOD 1510 FOR 4x10 BM HD4101F i6-3/1643/4 TITEN TO MASONRY 1810 CONCRETE, MASONRY, WOOD 22 HUC412 TO CM IKL AT OM END 1510 FOR 412 BM HD4121F TO CM W4LL AT OTHER END LUS TYP PER SiMPSON CATALOG PER SIMPSON CATALOG TO CM WALL AT OTHER END JUS TYP 11 ALL ANCHOR BOLTS SHALL HAVE 2" DIA WASHERS. 2 SHEATH SHALL BE NAILED TO WOOD STUD DIRECTLY. " 3 PROVIDE SOLID BLOCKING AT ALL SHEET EDGES, AND AT 4'-0" O.C. MAXIMUM BETWEEN STUDS. ' 4 THE NAIL SPACING 15 AT ALL EDGE SUPPORTS, AND 8d NAiLS AT b" O.C. AT ALL INTERMEDIATE SUPPORTS. NOTES - 1 ALL HD, MAS, AND CS FASTENERS ARE AS MANUFACTURED BY THE SIMF60N STRONG -TIE COMPANY, INC., OR EQUAL. 2 WHERE SCHEDULED ADDITIONAL STUDS AT THE ENDS OF SHEAR WALLS ARE INTERRUPTED AT TRUSS BEARING, PROVIDE SOLID BLOCKING IN THE TRUSS SPACE TO MATCH THE STUDS SCHEDULED FOR THE LOWER FLOOR 3 WHERE SCHEDULED SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEATHING OR BLOCKING BETWEEN FLOOR TRUSSES AT ALL SHEARWALL5. 4 SHEATHING SHALL EXTEND FULL HEIGHT OF SHEARWALLS. STAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES. 5 WHEREVER THE SHEATHING OF A SHEAR WALL IS INTERRUPTED (I.E. BY AN INTERSECTING WALL) IN THE VERTICAL PLANE, THE SCHEDULED "ADD'L STUD AT END OF WALL" AND HOLDDOWN ANCHORS SHALL BE PROVIDED AT THE END OF THE SHEATHING (ONE EACH SiDE OF THE INTERRUPTION). THE QUANTITY OF SHEARWALL CALLOUTS ON THE PLANS MAY NOT ACCURATELY REFLECT THE NUMBER OF HOLDDOWN5 REQUIRED BECAUSE OF THiS. THE CONTRACTOR MUST FIRST DETERMINE WHERE THE SHEARWALL SHEATHING WILL BE INTERRUPTED BEFORE DETERMINING THE NUMBER HOLDDOWNS REQUIRED. b WHEN BOLTS ARE CALLED OUT FOR HOLDDOWN ANCHORS, THE BOLTS SHALL BE THROUGH BOLTS CONFORMING TO ASTM A301. 1 ANCHOR BOLTS SHALL ALL HAVE 3" HOOKS. A36 ALL THREAD RODS, DRILLED AND EPDXY GROUTED INTO FOOTINGS, MAY BE SUBSTITUTED FOR ANCHOR BOLTS CAST IN PLACE. ALL THREAD RODS SHALL HAVE SAME EMBEDMENT DEPTH AS ANCHOR BOLTS. s 811 b r 811 1 61 CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (I) -05's CONT. GROUT COURSE SOLiD (TYP) "U" SHAPED PRECAST CONCRETE LINTEL W/ (1)-05's CONT. GROUT COURSE SOLID TYP CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (U -15's CONT. GROUT COURSE SOLiD (TYP.) "U" SHAPED PRECAST CONCRETE LINTEL W/ M5-4 (9-45's CONT. GROUT COURSE SOLID TYP V 811 CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (1)-05's CONT. GROUT COURSE SOLiD (TYP.) "U" SHAPED PRECAST CONCRETE LINTEL W/ M5-2 (U -+5's CONT. GROUT COURSE SOLID TYP Mik _ 2 TONT. KNOCK -OUT BLOCK ,OURSE REINFORCED W/ CONT. GROUT ;OURSE SOLID (TYP.) "U" SHAPED PRECAST CONCRETE LiNTEL W/ (2)-45's CONT. GROUT COURSE SOLiD TYP NU" LINTELS PER OTE: PRECASTMA50NRi LINTEL S MANUFACTURER'S REccrrENDariaas. WOOD HEADER/5EA1 C SCHEDULE TYPE HEADER/BEAM TYPE HEADER/BEAM H-1 DOUBLE 2x8 FOR 4" WALL TRIPLE 2x6 FOR b" WALL H-4 (2)1 3/4"x11 1/8" LVL H-2 DOUBLE 2x10 FOR 4" WALL TRIPLE 2x8 FOR b" WALL H-5 (3)1 3/4"x11 1/8" LVL H-3 DOUBLE 2x12 FOR 4" WALL TRIPLE 2xI2 FOR b" WALL H-6 (2)1 3/4"x16" LVL NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER MB -2 5'-10" < L < 14'-0" BFI6-15/1T PRECAST I. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-1 AT OTHER WALLS. 2. AT DOUBLE OR TRIPLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR O.S.B.) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH I(od NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED. 4. PROVIDE WOOD HEADER ATTACHED TO WOOD STUDS OR WOOD POST BELOW WKI) SIMPSON LSTA24 5. PROVIDE TRIPLE WOOD STUDS UNDER WOOD HEADER/BEAM TO THE FTG U.N.O. MA50NRY LINTEL 5CHEDULE CASA -CRETE LINTEL) MARK LENGTH (L) CAST-CRETEfi REMARK 1 15 1 18 NUMBER OF HEADER STUDS SUPPORTING END OF HEADER • 1 MB -1 2' -10" < L < 5'-10" BF16-05/1T 2 2 UNSUPPORTED WALL HEIGHT PRECAST NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER MB -2 5'-10" < L < 14'-0" BFI6-15/1T PRECAST 2 M5-3 21-1011 < L < 14"-0" 12FIb-25/1T 3 GREATER THAN 10' 16" PRECAST 2 M5-2 14'-8" < L,< 11'-4" SF24-i5/iT 4 4 HTS20 PIRE5TRSSSED 1450 I. PROVIDE MASONRY LINTEL OVER ALL OPENINGS. IF NO LINTEL IS SPECIFIED, PROVIDE M5-2. 2. PROVIDE MINIMUM END BEARING OF 8". CUT OUT BOTTOM OF LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL REINFORCING. 3. MASONRY LiNTEL SUBSTITUTIONS MUST BE APPROVED BY "ASE Engineering Services" PRIOR TO INSTALLATION. MINIMUM WALL AND HEADER STUD REQUIREMENTS I Ir -11 in /- /111 Ii It- /_"I /tel• I #-%"- %1 11 r-.0- r, Jt-. A.0. ul—r I �.vi�i���.I 1;./IN -IGIN I AT POINT5 'A'(TOP AND BOTTOM OF HEADER STUDS. UPLIFT CONNECTION 15 REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER 5TUD5 IN ADDITION TO CONNECTORS AT WALL 5TUD5 MAXIMUM HEADER SPAN (FEET) 3 b 9 12 1 15 1 18 NUMBER OF HEADER STUDS SUPPORTING END OF HEADER • 1 1 2 2 2 2 UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 10' OR LESS i6" 2 2 3 3 3 3 GREATER THAN 10' 16" 2 2 3 3 4 4 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER 18 SUPPORTED BY A SUITABLE FRAMING ANCHOR HEADER STUD SCHEDULE SCALE 3/4' - P-0' CONNECTOR 5CHEDULE 5IMP50N DESCRIPTION H 5iMP50N FA5TENER6 UPLIFT(Ibs.) WOOD TO: u5P ;i.)O O< w U. �W0 �Q 10, METAlb/T55 (1)10d x 15 OR (b) lbd 1450 CONCRETE, MASONRY TAPL12 2 HETAib/TSS (9)10d x 15 OR (8) lbd 1810 CONCRETE, MASONRY ETA20/NOP2 O3 MTSib OR MT512 (14)10d x 1-1/2 1000 WOOD MTWIb 4 HTS20 (24) lOd x 1-1/2 1450 WOOD WTW20 5 HWETA20 (10)10d x 15 OR (9) Ibd 2235 CONCRETE, MASONRY N/A 6 H3 (4) ed 455 WOOD RT1 HWETA20 AND 1PLY (11)10dx15, 2/3 PLY (15) ibd 4-1/4X2-1/4 TiTEN (MTSM20) 860+2235=3095 CONCRETE, MASONRY N/A 8 HTT4 (18)16d 4235 (NAILS) CONCRETE, WOOD HTTIb 1/8 d ANCHOR O HD15 (3) 3/4 STUD BOLTS 6465 CONCRETE, WOOD TDXS 1� SP -2 (12)10d 1065 WOOD (TOP OF STUD) 5PT22 SP -4 () 10d x 1-1/2885 WOOD (BOTT OF STUD) 11 LSTA24 TYP 18 - loci 1235 WOOD LSTA24 12 CSib (26) ed 1105 14" MIN AT EA END FOR WOOD R5150 MSTCM40 (14) ibd and (10)-1/42 1/4 TITEN 2800 WOOD TO MASONRY CONN NIA 13 MAS (b)10d x 1-1/2 1005 SLAB, STEMWALL FA3 1 HCP2 (12)10d x 1-1/2 605 FOR 2x MEMBER N/A HCP4 (I6)10d 1000 FOR 4x MEMBER N/A 15 HGA10 4 -SDS 1/4x1 1/2 TO RAFTERS/TRUSS 695 WOOD N/A (4) SDS 1/43 TO PLATES leo CC44 (4) 5/Sd BOLTS 1465 (UPLIFT) ECCU44 AT BEAM END KCC44, KECCU44 CCbb (6) 5/Sd BOLTS 3660 (UPLIFT) ECCUbb AT BEAM END KCC66, KECCUbb 1� MSTAM24 (5) -1/4114 1/4" TiTAN TO CMU 1310 WOOD N/A (9) -loci NAILSCONCRETE, 18 HIO (8) ed 990 WOOD N/A A5U44 (12) ibd 2200 ABU44 FOR 44 POST PAU44 19 ABUbb 5/8 ANCHOR BOLT 2300 ABU66 FOR 6x6 POST PAU66 HETA20 AND iPLY (14)10dx15, 2/3 PLY (12) lbd 2� MTSM20 4-1/4X2-1/4 TITEN (MTSM20) 1810+860=2610 CONCRETE, MASONRY NIA 2 3/4" TAPCONS TO MASONRY 1810, CONCRETE, MASONRY, WOOD n2l HUC410(12)1/4"x (12) SDS 1/4x2 1/2 FOR WOOD 1510 FOR 4x10 BM HD4101F i6-3/1643/4 TITEN TO MASONRY 1810 CONCRETE, MASONRY, WOOD 22 HUC412 (22) lbd FOR WOOD 1510 FOR 412 BM HD4121F 23 LUS TYP PER SiMPSON CATALOG PER SIMPSON CATALOG LUS24 FOR 2x6, LUS26 FOR 24 LUS28 FOR 2x10, ETC. JUS TYP UNLESS NOTED OTHERWISE : 1. WHERE CONNECTOR NOT NOTED FOR TRUSS TO FRAME USE 33 ,TRUSS TO BLOCK USE 0- 2. ALL INTERIOR BEAMS USE O X 2 ON FRAME AND O X 2 ON BLOCK UN.O. 3. ALL CONVENTIONALLY FRAMED MEMBERS USE SP2 FOR TOP DOUBLE PLATES U.N.0, AND 5P1 FOR BOTTOM SILL PLATE U.N.O. 4. WOOD FRAME WALLS, TIE GIRDER TRUSS FOR UPLIFT LOAD, UN.O., WiTH (2) HT620 AND (1) HTTIb AT BASE OF DOUBLE/TRIPLE STUDS OR WOOD POST, (DOUBLE STUDS UNDER GIRDER TRUSS MIN UN.O.) WHEN USED WITH CONC. BLOCK, TiE GIRDER TRUSS FOR UPLIFT LOAD WITH (2) HETA20, 5. IN LIEU OF THE SIMPSON TSS, 300 FELT MAY BE USED. 6. CORNER CONNECTION OF HiP GIRDER TRUSS WiTH 13 FOR WOOD FRAME WALL. 1. CORNER CONNECTION OF HIP GIRDER TRUSS WiTH O FOR BLOCK WALL. 8. SUBSTITUTIONS FOR SIMPSON HARDWARES SHALL HAVE EQUAL OR GREATER DESIGN VALUES, AND MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 9. ALL SIMPSON TRUSS ANCHORS SHOWN ON DRAWINGS SHALL BE VERIFIED FOR LOADS SHOWN ON WOOD TRUSS DESIGN CALCULATIONS. THEREFORE ANCHORS SIZES AND TYPES ARE SUBJECT TO CHANGE. 0 SERVICES, INC. CAI'MY WITH eull" erla,cnae u.. DEBKN LADE * NGNING Alm rr%0NG of arm sl�cFacanoNa AIeE ONLY role r►f euILDNGa arlalcTURAL co1•nAoretra DY MND, LW Nm C%WAVIr r LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 407-677-5565Fox 407-730-2999 Certificate of Authorization No. 25873 06-29-17 Minsheng Ae P.E. Florida No. 51161 I;iIVERSAI. ARCHITECTURE - ENGINEERING - INTERIM 1336 Haw twme Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.com O Copy- :III. Elite Untie -LLC. w CONSULTANT PROJECT Q w DESCRIPTION H SUBMIT 09/08116 ti 07/03/17 < M ;i.)O O< w U. �W0 �Q DRAWN BY: ILL �Z�O CHECKED BY: MX DATE: JUNE 15, 2016 M 0 LL a U) J ZD 0 W U U) sE REVISIONS: # DATE DESCRIPTION 06115/16 SUBMIT 09/08116 RESUBMIT 07/03/17 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-11 I SIMPSON HU48 TYP. — SIMPSON HU68 FOR 2x6 FLAT TOP AND BOTTOM TRUSS TYP STIFFENER PLATE ON EACH SIDE OF BM. (TYP.) STEEL BEAM CONT.----` COL. CAP PLATE: 3/4"xb"0-0" LG. Wl(4)-3/4114 THRU BOLTS (TYP.) 211 311 RTU TO (2) P.T. 2x12 (2) P.T. 2x12 ATTACHED TO trn 0 - CONNECTION BY OTHER (2) P.T. 2x12 W/ SIMPSON HU28-2Z TYP (2) P.T. 2x12 TYP P.T. 2x4 BLKG FASTEN 2) P.T. 2x12 ATTACHED TO �'- ROOF TRUSS BELOW W/ To WALL WITH 1/TAPCON SIMPSON MTS16Z TYP � 12" O.C. (2 MIN.)JL _ W BM W BM A325 THRU BOLTS PER SCHEDULE SINGLE PLATE W/ 7 N SIMPSON HU48 TYP IT=THK'NESS 2x4 BLKG AT SIMPSON PRE-ENGR'D TRUSSES MTSI6 LOCATION TYP TS COLUMN: (SEE PLAN FOR SIZE AND LOCATIONS) SECTION SECTION 2 3 X&E. WIC - T -V SCALE: 3/4 - t-0' SECTION scke- WIC - T -q OF "W" STL. COLUMN. 3/16 1/4 B1 DOUBLE KNOCK OUT - 2x6 a 16" O.C. 5/8" GUS SHEATHING BLOCK W/ (1) 0 5 EA 5/8" GWB SHEATHING COURSE GROUT SOLID 10d NAILS * 6" O.C. 12d NAILS a 8" O.C. 2x PLATE W/ (2) 0.145 PAF.— tYF PER SHEAR WALL SCHEDULE W/ WASHER 0 8" O.C. SIDES W BEAM SEE E PLAN PLAN SECTION 5 SCALE: 31,C - f-0' /8" BEND PLATE W/ (3) THRU 3OLTS 3 SIDES 12d NAILS 6 8" O.C. e 4" O.C. 4" LONG BLKG FASTEN COL. WITH P.A.F. SOL. CONT. B SECTION 9 SECTION ) MALB KT. a 10d NAIL 0 6" OL -P.T. 2x4 BLKG FASTEN TO WALL WITH 1/4"x3" TAPCON 6 12" O.C. (2 MIN.) KIPS CAPACITY BEAM SIZE 3/4" � 0 OF BOLTS SIZE WELD FILLET t L 162 WIO 4 W12 (3) 5/16 9 1/4 26.1 W14 4 W16 (4) 3/6 15 5/16 -29-17 Minsherg Xie P.E. DATE: JUNE 15, 2016 Florida No. 51161 m- P.T. 2x4 CONT. FASTEN TO 1/4"x3" TAPCONS AT 6" O. CONN SEE PLAN oSEC11ON 7D�— SECTIONW". VIC - T-0' SEE SECTION 12/5-10 —/ SEE SECTION 1/5-8 SEE SECTION 1/6-8 SEE SECTION 1/5-8 :d eine et WnsWO - �7 In :el :m: :e WM&MML ARCHITECT URE - ENGINEERING - INIERKNIS 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.com 0 CapyripM 2016 EEIe U"fsW, LLC. M R' Reserved. CONSULTANT PROJECT Q AS NGINEER/NG SERVICES, INC. w STRUCTURAL DESIGN GROUP 06115116 THE BEST cP my *Ao0LEDGe, TF& awLOMCa D orw FL"AMD smcncAT�c*w g Y WTH VULDMG STIRICRDE RAL OMM COTHE 81[0111. AM eEALIN6 OR THE F1F BPECCATI" AM OILY FOR THE a4 aUILDM S 8TRJCTIJRAL COMPh@R6 OAf EC1 _ aY WND, LIVE AND GRAVITY LOADS. w 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 � Certificate of Authorization No. 25873 4 -29-17 Minsherg Xie P.E. DATE: JUNE 15, 2016 Florida No. 51161 WM&MML ARCHITECT URE - ENGINEERING - INIERKNIS 1336 Hawthome Cove Drive Ocoee, FL 34761 407.325.3550 www.eliteuniversalarchitects.com 0 CapyripM 2016 EEIe U"fsW, LLC. M R' Reserved. CONSULTANT PROJECT Q w DESCRIPTION 06115116 SUBMIT _ 091&16 RESUBMIT 07M17 RESUBMIT QO<O w � Uj < w25 � LL �a�0 4 z DATE: JUNE 15, 2016 0-0 C:>0U Q F— LU W 0 0 Z /rQ VJ z 0 REVISIONS: # DATE DESCRIPTION 06115116 SUBMIT _ 091&16 RESUBMIT 07M17 RESUBMIT DRAWN BY: XH CHECKED BY: MX DATE: JUNE 15, 2016 SHEET: S-12 I� MECHANICAL LEGEN D SUPPLY DIFFUSER. (4—WAY) A_1 AIR KECCCEE TAG T �— ` TEE (PLAN, UP, DOWN). MAR�j RETURN OR OUTDOOR AIR GRILLE /� SIDEWALL TRANSFER GRILLE __0 0 ELBOW (PLAN, UP, DOWN). VALVE. EXHAUST GRILLE � SIDEWALL SUPPLY REGISTER TWO WAY MOTORIZED CONTROL VALVE. SUPPLY DUCT UP SECTION (RECTANGULAR) SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOUVER THREE WAY MOTORIZED CONTROL VALVE. RETURN DUCT UP SECTION (RECTANGULAR) SIDEWALL EXHAUST GRILLE PRESSURE REDUCING VALVE. WALL MOUNTED DDC TEMPERATURE SENSOR FLOW CONTROL VALVE. EXHAUST DUCT UP SECTION (RECTANGULAR) ® MOUNT 5'-0' ABOVE FINISHED FLOOR. BALL VALVE FOR PIPING 2—INCHES AND SMALLER, WALL MOUNTED THERMOSTAT BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND X SUPPLY DUCT DOWN SECTION (RECTANGULAR) Q MOUNT 5'-0" ABOVE FINISHED FLOOR. LARGER. WALL CHECK VALVE. \ RETURN DUCT DOWN SECTION (RECTANGULAR) © MOUNT M5' On ABOVE FIOUNTED CO NISHED FLOOR. WALL MOUNTED DDC HUMIDITY SENSOR Ny STRAINER. MOUNT 5'-0" ABOVE FINISHED FLOOR. BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION X EXHAUST DUCT DOWN SECTION (RECTANGULAR) OF DIFFERENTIAL PRESSURE METER. VALVE SHALL s WALL MOUNTED HUMIDISTAT SENSOR HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS MOUNT 5'-0' ABOVE FINISHED FLOOR. VALVE PRESSURE DROP. SUPPLY DUCT UP SECTION (ROUND). AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL QX REFERENCE NOTES A TEMPERATURE AND PRESSURE TEST PORTS. SUPPLY DUCT DOWN SECTION (ROUND). OX REFERENCE NOTE — MULTI—DISCIPLINE SHEETS I UNION. OX DEMOLITION NOTES LINEAR SLOT DIFFUSER VENTURI FLOW METER. INDICATES POINT OF CONNECTION BETWEEN NEW AND EXISTING. EXISTING LINEAR SLOT DIFFUSER Q POINT OF DISCONNECT PRESSURE AND/OR TEMPERATURE PORT RECTANGULAR DUCTWORK WITH TAKE—OFF, BALANCING DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME THERMOMETER. B SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. CWS CONDENSER WATER SUPPLY PIPING. FIRST DIMENSION IS THAT OF SIDE SHOWN. A ROUND DUCTWORK. CWR CONDENSER WATER RETURN PIPING. PRESSURE GAUGE WITH GAUGE COCK. CONICAL FITTING WITH DAMPER ON BRANCH FLEXIBLE CONNECTION. CONNECTION TO RECTANGULAR MAIN BCWS BUILDING CONDENSER WATER SUPPLY PIPING. (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). BCWR BUILDING CONDENSER WATER RETURN PIPING. PRESSURE RELIEF VALVE. EXISTING DUCTWORK TO REMAIN CHWS CHILLED WATER SUPPLY PIPING. m MOTORIZED ACTUATOR --- R DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED. CHWR CHILLED WATER RETURN PIPING. D DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED. � OPENING IN WALL ABOVE CEILING. HWS HEATING WATER SUPPLY PIPING. EQUIPMENT OPPOSED BLADE VOLUME DAMPER (OBD). TYPE EQUIPMENT TAG HWR HEATING WATER RETURN PIPING. 3 MARK (� FLEXIBLE DUCT CONNECTION. CD CONDENSATE DRAIN PIPING. 1' DOOR UNDER CUT. ARROW INDICATES DIRECTION y UC OF FLOW FIRE DAMPER WITH ACCESS PANEL R REFRIGERANT PIPING ELBOW WITH TURNING VANES FLOW SENSOR. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL FS SID IDENTIFICATION TARGET. F STATIC PRESSURE TRANSMITTER ASSEMBLY. A A =DETAIL NUMBER. EXISTING DUCTWORK TO BE REMOVED B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY RADIATION DAMPER INSTALLED MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR RECTANGULAR BRANCH DUCT CONNECTION. RD IN AIR DEVICE CONTROL REQUIREMENTS. L-1/41W. mK 4' RD RADIATION DAMPER INSTALLED IN DUCT. SPECIFICATIONS: SEE DIVISION 23 PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS "MECHANICAL SPECS." ABBREVIATIONS ABY ABOVE LD LINEAR DIFFUSER ADJ ADJUSTABLE LWT LEAVING WATER TEMPERATURE AF AIRFOIL MAX MAXIMUM AFF ABOVE FINISHED FLOOR MBH 1000 X BTUH AC AIR CONDITIONER MIN MINIMUM ACU AIR CONDITIONING UNIT MVD MANUAL VOLUME DAMPER AHU AIR HANDLING UNIT MZ MULTI—ZONE AP ACCESS PANEL N.T.S. NOT TO SCALE BAS BUILDING AUTOMATION SYSTEM OA OUTSIDE AIR BDD BACK DRAFT DAMPER OBMVD OPPOSED BLADE MANUAL VOLUME BI BACKWARD INCLINE DAMPER OPD OPEN DRIP PROOF BLDG BUILDING PROP PROPELLER BHP BRAKE HORSEPOWER PCR PRE—CONDITIONED AIR SYSTEM BTUH BRITISH THERMAL UNIT PER UNIT RETURN WATER CD CONDENSATE DRAIN PCS PERCENT CFM CUBIC FEET PER MINUTE PD PRESSURE DROP CLG COLING PERF. PL PERFORATED PLATE CW CHILLED WATER PLBG PLUMBING CWR CHILLED WATER RETURN ��► POUNDS PER SQUARE INCH CWS CHILLED WATER SUPPLY ABSOLUTE CONIC CONCRETE PSIG POUNDS PER SQUARE INCH COND CONDENSATE GAUGE CONT CONTINUOUS RA RETURN AIR CO CARBON MONOXIDE RD RADIATION DAMPER COP COEFFICIENT OF PERFORMANCE REG REGISTER CU CONDENSING UNIT REQ'D REQUIRED DB DRYBULB RG RETURN AIR GRILLE DWDI DOUBLE WIDTH, DOUBLE INLET RH RELATIVE HUMIDITY DWGS DRAWINGS RPM REVOLUTIONS PER MINUTE DX DIRECT EXPANSION RR RETURN AIR REGISTER EF EXHAUST FAN RTU ROOFTOP UNIT EXH EXHAUST SA SUPPLY AIR EA EACH SF SUPPLY FAN EAT ENTERING AIR TEMPERATURE SDT SMOKE DETECTOR EER ENERGY EFFICIENCY RATIO SD SUPPLY DIFFUSER ELECT ELECTRICAL SDMP SMOKE DAMPER ENT ENTERING SQ•FT• SQUARE FOOT EQ EQUAL SR SUPPLY REGISTER ER EXHAUST REGISTER STR STARTER EWT ENTERING EATER TEMPERATURE SWSI SINGLE WIDTH, SINGLE INLET FC FORWARD CURVED SZ SINGLE ZONE FCU FAN COIL UNIT TEFC TOTALLY ENCLOSED FAN COOLED FD FIRE DAMPER TEMP TEMPERATURE FL FLOOR TG TRANSFER GRILLE FLEX FLEXIBLE CONNECTOR OR DUCT T/0 TRANSFER OPENING ABOVE CEILING FPM FEET PER MINUTE T'STAT THERMOSTAT F/S COMBINATION FIRE AND SMOKE DAMPER TYP TYPICAL FT. H2O FEET WATER GAUGE VFDC VARIABLE FREQUENCY DRIVE F DEGREES FAHRENHEIT CONTROLLER GA GAUGE VAV VARIABLE AIR VOLUME GAL GALLON VS VARIABLE SPEED GALV GALVANIZED W WATTS GPM GALLONS PER MINUTE W/ WITH HP HORSEPOWER W/0 WITHOUT HTWR HIGH TEMPERATURE HOT WATER RETURN WB WETBULB HTWS HIGH TEMPERATURE HOT WATER SUPPLY ZD ZONE DAMPER HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HVAC HEATING VENTILATING AND AIR CONDITIONING HV HEATING AND VENTILATING IN.WG INCHES WATER GAGE KW KILOWATTS LAT LEAVING AIR TEMPERATURE ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.el iteuniversalarchitects.00m ® Copynght 2017 Bite Uni—d, LLC. Al Rights Re ed. CONSULTANT C7z x ZLLI s LL w {,j.. 19'C €' W<2 O� L W ,� aO U C -4N �_ � 1,- mC c -o Z z^�"= z Z *t _rn a aajj Z(� N_ f°d u Z Yom' V Q_� W 2 2 dQ:EEo wm caoU3 Z o 3 wo�LC3 3 0 m C N U z � CIOco 2wa LQJ PROJECT A W H uj QM � I� w .�o<o LL �W0Q U_ �I LL Q a do �4 ►�� H My0LL L0 Q h U) SEAL DATE OF SEAL: 07/03/17 1'1tfiNiii?til'fl �1t �i,$AF A• ` •• t A► l , # No. 56095 STATc op >t NawwafAhmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 000 Elite Universal Job No. 08009 100% OUTSIDE AIR SPLIT SYSTEM DX SCHEDULE DUCTLESS HEAT PUMP SPLIT SYSTEM DX SCHEDULE AREA SERVED NOMINAL TONS HEAT PUMP SPLIT SYSTEM DX SCHEDULE MCA MOCP SERVES MANUFACTURER INDOOR UNIT EQUAL TO OUTDOOR UNIT ELEC. HEATER V/0 MCA SYSTEM INFORMATION WEIGHT ( )B)(IEER) SEER HIGH SPEED AIRFLOW -CFM (WET COIL) FAN MOTOR FLA MCA WEIGHT (LBS) MODEL # COMPRESSOR TYPE MCA FAN MOTOR FLA WEIGHT LBS ( ) MODEL # REFRIGERANT TYPE RATED COOLING CAPACITY (MBTU) RATED HEATING CAPACITY(MBTU) (47°F117°F) MIN. SEER POWER SUPPLY (V/PH) BREAKER SIZE (AMPS) NOTES MARK INDOOR MARK OUTDOOR V/01 MCA MOCP 2. AUTOMATIC FAN DELAY CIRCUIT. 3. POWER COATED 18 GAUGE STEEL GRILL WITH EXTRUDED ALUMINUM FRONT FRAME. COOLING CAPACITY FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. SWITCH WITH ROOM LIGHT. FUSED DISCONNECT SWITCH, ROOF CURB, CURB SEAL, BACKDRAFT DAMPER AND SPEED CONTROLLER. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. THERMOSTATICALLY CONTROLLED SET AT 87F. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAF DAMPER. INTERLOCK WITH AHU#13 5. STEEL BLOCK FIN ELEMENT. 6. VANE AXIAL FAN BLADE: 600 RPM MOTOR; 175 CFM 7. BUILT IN TAMPER PROOF THERMOSTAT. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. METAL AIRE RH Y MARK 2ND LEVEL AREA SERVED NOMINAL TONS AHU-17 ACCU-1 ---- I MITSUBISHI 498 0.33 1.0 1 22 1 PKA-A18NHA4 IDC INVERTER1 13.0 1 0.35 1 119 PUY-Al8NHA4 R41 OA 18.0 21.6/13.4 19.2 208/1 15 1,2,3 80'/67 WEIGHT SEER 25 610 (16.3) ADDISON VCH070 / RCH044 AHU-2 / ACCU-3 3RD LEVEL - 2000 NOTES: 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, FUSED DISCONNECT, DIGITAL THERMOSTAT, SELF CHECK FUNCTIONING ON -BOARD DIAGNOSTICS, AND AUTOMATIC POWER 2. INDOOR UNIT POWERED BY OUTDOOR UNIT. PROVIDE WITH ALL REQUIRED CONNECTION WIRING, PIPING, AND APPURTENANCES. 3. PROVIDE WITH FACTORY HARD WIRED WALL MOUNTED REMOTE CONTROLLER. OUT RESTART. 208/3 4.6 15 208/3 100% OUTSIDE AIR SPLIT SYSTEM DX SCHEDULE MARK AREA SERVED NOMINAL TONS HEAT PUMP SPLIT SYSTEM DX SCHEDULE MCA MOCP WEIGHT (LBS) COOLING CAPACITY CONDENSING UNIT EQUAL TO FAN ELEC. HEATER V/0 MCA MOCP WEIGHT ( )B)(IEER) SEER MFR MODEL AIR HANDLING UNIT E.S.P. (IN) RPM V/0 FLA KW V/0 TC (MBH) Sc (MBH) CONDENSING UNIT (CFM) (BTU/H) SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE EQUAL TO SEE PLANS (KW) V/01 MCA MOCP 2. AUTOMATIC FAN DELAY CIRCUIT. 3. POWER COATED 18 GAUGE STEEL GRILL WITH EXTRUDED ALUMINUM FRONT FRAME. COOLING CAPACITY FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. SWITCH WITH ROOM LIGHT. FUSED DISCONNECT SWITCH, ROOF CURB, CURB SEAL, BACKDRAFT DAMPER AND SPEED CONTROLLER. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. THERMOSTATICALLY CONTROLLED SET AT 87F. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAF DAMPER. INTERLOCK WITH AHU#13 5. STEEL BLOCK FIN ELEMENT. 6. VANE AXIAL FAN BLADE: 600 RPM MOTOR; 175 CFM 7. BUILT IN TAMPER PROOF THERMOSTAT. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. METAL AIRE RH Y MARK 2ND LEVEL AREA SERVED NOMINAL TONS 0.8 930 FAN ELEC. HEATER MCA 208/3 MOCP WEIGHT (LBS) 290 39.4 35.415 95' 80'/67 WEIGHT SEER 25 610 (16.3) ADDISON VCH070 / RCH044 AHU-2 / ACCU-3 3RD LEVEL - 2000 0.8 950 208/3 4.6 15 208/3 55 60 CFM O.A. E.S.P. RPM V/0 FLA KW V/0 610 (16.3) VCH070 / RCH044 AHU-3 / ACCU-1 4TH LEVEL V/0 2000 MCA MOCP (LBS) (IEER) MFR MODEL 55 60 290 39.8 37.4 95' 80'/6T 208/3 18.4 25 610 (16.3) ADDISON VCH070 / RCH044 NOTES: REFER TO HEAT PUMP SYSTEM DX SCHEDULE NOTES ABOVE (MBH) (MBH) AHU-2 / ACCU-2 4TH FLR/VERTICAL 3.0 1200 240 1/2 1050 208/1 4.1 2.88 208/1 22 25 150 34 25.6 208/1 22 35 235 14 TRANE GAM5BOC36 / 4TWB3036 AHU-5 / ACCU-5 2ND FLR/VERTICAL 1.5 600 120 1/2 1050 208/1 2.8 2.88 208/1 21 25 135 18 13.5 208/1 12 20 185 14 TRANE GAM5BOA18 / 4TWB3018 AHU-6 / ACCU-6 2ND FLR/VERTICAL 1.5 600 0 1/2 1050 208/1 2.8 2.88 208/1 21 25 135 18 13.5 208/1 12 20 185 14 TRANE GAM5BOA18 / 4TWB3018 AHU-7 / ACCU-7 2ND FLR/VERTICAL 3.0 1200 240 1/2 1050 208/1 4.1 2.88 208/1 22 25 150 34 25.6 208/1 22 35 235 14 TRANE GAM5BOC36 / 4TWB3036 AHU-8 / ACCU-8 1ST FLR/VERTICAL 5.0 2000 400 1/2 1050 208/1 7.6 2.88 208/1 27 30 285 57 44 208/1 34 60 250 14 TRANE GAM5BOC60 4TWB3060 AHU-9 / ACCU-9 1 ST FLR/VERTICAL 4.0 1600 320 1/2 1050 208/1 5.6 2.88 208/1 25 30 135 36 25 208/1 29 45 250 14 TRANE GAM5BOC48 4TWB3048 AHU-10 / ACCU-10 1ST FLR/VERTICAL 5.0 2000 400 1/2 1050 208/1 7.6 2.88 208/1 27 30 285 57 44 208/1 34 60 250 14 TRANE GAM5B0C60 4TWB3060 AHU-11 / ACCU-11 1ST FLR/HORIZONTAL 5.0 2000 400 1/2 1050 208/1 7.6 2.88 208/1 27 30 285 57 44 208/1 34 60 250 14 TRANE GAM5B0C60 4TWB3060 AHU-12 / ACCU-12 1ST FLR/HORIZONTAL 5.0 2000 400 1/2 1050 208/1 7.6 2.88 208/1 27 30 285 57 44 208/1 34 60 250 14 TRANE GAM5BOC60 47WB3060 AHU-13 / ACCU-13 1ST FLR/HORIZONTAL 3.0 1 1200 240 1/2 1050 1 208/1 4.1 2.88 208/1 22 1 25 150 34 25.6 208/1 22 35 235 14 TRANE GAM5BOC36 4TWB3036 AHU-14 / ACCU-14 1ST FLR/HORIZONTAL 5.0 2000 400 1/2 1050 208/1 7.6 2.88 208/1 27 30 285 57 44 208/1 34 60 250 14 TRANE GAM5BOC60 / 4TWB3060 AHU-15 / ACCU-15 1ST FLR/HORIZONTAL 5.0 2000 400 1/2 1050 208/1 7.6 2.88 208/1 27 30 285 57 44 208/1 34 60 250 14 TRANE GAM5BOC60 / 4TWB3060 AHU-16 / ACCU-16 SEE PLAN NOTES: APPLY 1- UNIT'S RATED PER ARI 210, 240 AND 270. 13- PROVIDE REFRIGERANT LINE SIZE AS RECOMMENDED BY MANUFACTURER NOT TO EXCEED 120' TO ALL 2- PROVIDE WITH TXV, LIQUID LINE FILTER DRYER AND MULTI -USE SERVICE VALVES. EQUIV. LENGTH. FOR LONGER RUNS COORDINATE WITH MANUFACTURER PRIOR TO PURCHASE OR ANY A/C 3- PROVIDE COMPRESSOR WITH CRANKCASE HEATER AND A MINIMUM 5 -YEAR WARRANTY. WORK. 4- PROVIDE HIGH AND LOW PRESSURE CONTROL AND OVER TEMPERATURE PROTEC110N. 14- PROVIDE A LIQUID UNE SOLENOID VALVE INSTALLED AT THE AHU IF THE INSTALLED LINEAL UNITS 5- PROVIDE WEATHERPROOF ELECTRIC CONTROLS AND SINGLE SIDE SERVICE ACCESS. LENGTH OF THE REFRIGERANT SUCTION LINE EXCEEDS 75 FT. (FIELD VERIFY) 6- PROVIDE SINGLE POINT POWER ENTRY AND HEAVY DUTY NICKEL -CHROMIUM ELEMENT HEATER. 15- PROVIDE A SUCTION LINE ACCUMULATOR IF THE INSTALLED LINEAL LENGTH OF THE REFRIGERANT 7- PROVIDE 1" THROWAWAY, MIN. 30% EFF. FILTER AND VIBRATION ISOLATION FOR AHU. SUCTION LINES EXCEED 100 FT. (FIELD VERIFY) 8- PROVIDE SPLIT FACE COIL WITH BOTTOM OF COIL ACTIVE FOR MULTIPLE CIRCUIT SYSTEM. 16- PROVIDE 3" AUXILLARY DRAIN PAN WITH AUTOMATIC SHUT OFF FLOAT SWITCH OR SENSOR SWITCH IN 9- PROVIDE FACTORY MOUNTED FUSIBLE DISCONNECT/STARTER FOR AHU. COORDINATE PRIOR TO UNIT'S DRAIN PAN SECONDARY CONNECTION, EQUAL TO "WATER GARD'. PURCHASING. COORDINATE EXACT SIZE FOR OVER CURRENT PROTECTION DEVISE WITH VENDORS 17- PROVIDE LOW AMBIENT CONTROL 10- PROVIDE DISCONNECT FOR CU. (INSTALLED BY ELECTRICAL) COORDINATE PRIOR TO PURCHASING. 18- PROVIDE RAWAL DEVICE FOR MODULATING REFRIGERATION CAPACITY. 11- PROVIDE FACTORY PROGRAMMABLE THERMOSTAT TO MATCH CAPACITY STAGES. 19- PROVIDE WITH PROGRAMMABLE THERMOSTAT 12- PROVIDE MOTORIZED OUTSIDE AIR DAMPER AT EACH AHU'S MAKE-UP AIR DUCT CONNECTION 20- MUST COMPLY WITH 2014 FLORIDA ENERGY CODE STANDARD (CLOSE WHEN UNIT SHUTDOWN), BY CONTROL CONTRACTOR 100% OUTSIDE AIR SPLIT SYSTEM DX SCHEDULE MARK AREA SERVED NOMINAL TONS AIR HANDLING UNIT MCA MOCP WEIGHT (LBS) COOLING CAPACITY CONDENSING UNIT EQUAL TO FAN ELEC. HEATER V/0 MCA MOCP WEIGHT ( )B)(IEER) SEER MFR MODEL O.A. (CFM) E.S.P. (IN) RPM V/0 FLA KW V/0 TC (MBH) Sc (MBH) AMBIENT DB°F ENTERING DB°F / WB°F (CFM) (BTU/H) SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE (BTU/H) SEE PLANS (KW) V/01 MCA MOCP 2. AUTOMATIC FAN DELAY CIRCUIT. 3. POWER COATED 18 GAUGE STEEL GRILL WITH EXTRUDED ALUMINUM FRONT FRAME. NOTES: 1. PROVIDE COMPLETE WITH 2. PROVIDE COMPLETE WITH 3. PROVIDE COMPLETE WITH 4. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. SWITCH WITH ROOM LIGHT. FUSED DISCONNECT SWITCH, ROOF CURB, CURB SEAL, BACKDRAFT DAMPER AND SPEED CONTROLLER. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. THERMOSTATICALLY CONTROLLED SET AT 87F. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAF DAMPER. INTERLOCK WITH AHU#13 5. STEEL BLOCK FIN ELEMENT. 6. VANE AXIAL FAN BLADE: 600 RPM MOTOR; 175 CFM 7. BUILT IN TAMPER PROOF THERMOSTAT. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. METAL AIRE RH Y AHU-1 / ACCU-4 2ND LEVEL - 1800 0.8 930 208/3 4.6 15 208/3 55 60 290 39.4 35.415 95' 80'/67 208/3 18.4 25 610 (16.3) ADDISON VCH070 / RCH044 AHU-2 / ACCU-3 3RD LEVEL - 2000 0.8 950 208/3 4.6 15 208/3 55 60 290 39.8 37.4 95' 80'/67 208/3 18.4 25 610 (16.3) ADDISON VCH070 / RCH044 AHU-3 / ACCU-1 4TH LEVEL - 2000 0.8 950 208/3 4.6 15 208/3 55 60 290 39.8 37.4 95' 80'/6T 208/3 18.4 25 610 (16.3) ADDISON VCH070 / RCH044 NOTES: REFER TO HEAT PUMP SYSTEM DX SCHEDULE NOTES ABOVE AIR DEVICE SCHEDULE MARK I DESCRIPTION I FACE SIZE I NECK I MATERIAL I MANBUSIS OF DESIGN L # I DAMPER I NOTES A PACKAGED TERMINAL HEAT PUMP SCHEDULE 24" x 24" SEE PLANS SUPPLY O.A. COOLING MODEL N0, NOTES HEATING PUMP DRY ELECTRIC ELECTRICAL EF -1 SEE PLAN CEILING 50 DIRECT 0.25 48.7 WATTS 950 120/10 1.1 GREENHECK MARK EF -2 SEE PLAN CEILING 750 DIRECT 0.25 XXX WATTS 950 12V1 0 TOTAL EER CAPACITY C.O.P. HEATING MANUFACTURER MODEL NO. NOTES 1.1 GREENHECK SP -A110 3 AIRFLOW NUMBER (CFM) (CFM) (BTU/H) SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE (BTU/H) SEE PLANS (KW) V/01 MCA MOCP 2. AUTOMATIC FAN DELAY CIRCUIT. 3. POWER COATED 18 GAUGE STEEL GRILL WITH EXTRUDED ALUMINUM FRONT FRAME. NOTES: 1. PROVIDE COMPLETE WITH 2. PROVIDE COMPLETE WITH 3. PROVIDE COMPLETE WITH 4. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. SWITCH WITH ROOM LIGHT. FUSED DISCONNECT SWITCH, ROOF CURB, CURB SEAL, BACKDRAFT DAMPER AND SPEED CONTROLLER. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. THERMOSTATICALLY CONTROLLED SET AT 87F. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAF DAMPER. INTERLOCK WITH AHU#13 5. STEEL BLOCK FIN ELEMENT. 6. VANE AXIAL FAN BLADE: 600 RPM MOTOR; 175 CFM 7. BUILT IN TAMPER PROOF THERMOSTAT. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. METAL AIRE RH Y 3. ION GENERATORS SHALL BE POWERED WITH 24 V FAN CONTROL PTAC-1 1 340 0 9,000 11.5 8,100 1 3.1 1 2.5 1208/11 14.1 1 20 1 AMANA I PTH093G 1 1, 2, 3 PTAC-21 340 1 0 1 9,000 1 11.5 1 8,100 1 3.1 1 2.5 1208/11 14.1 1 20 1 AMANA I PTH093G 1, 3, 4 NOTES: G2 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 2 WAY 1. PROVIDE COMPLETE WITH INSULATED WALL SLEEVE, ARCHITECTURAL LOUVER, SUB -BASE KIT, WIRED REMOTE THERMOSTAT, CONDENSATE REMOVAL KIT, ALUMINUM EXTRUDED ALUMINUM GRILLE. Y 2. MANUAL VENT DOOR ON ALL ROOMS PTAC UNITS SHALL BE SET TO CLOSED AND SEALED. OA IS SUPPLIED BY THE MAKE-UP AIR UNITS AHU-1. AHU-3 & AHU-4- 3. COORDINATE FINAL POWER CORD AND BREAKER REQUIREMENT & SIZE WITH MANUFACTURER SEE PLANS 4. MANUAL VENT DOOR ON 1ST FLOOR PTAC UNITS SHALL BE SET TO 35 CFM EACH OUTDOOR AIR Y AIR DEVICE SCHEDULE MARK I DESCRIPTION I FACE SIZE I NECK I MATERIAL I MANBUSIS OF DESIGN L # I DAMPER I NOTES A EXHAUST FAN SCHEDULE 24" x 24" SEE PLANS MARK AREA SERVED TYPE CFM DRIVE TYPE E.S.P. WATTS/HP R.P.M. VOLTS/PH SONES MANUFACTURER MODEL N0, NOTES ELECTRODE DRY MARK VARIABLE EF -1 SEE PLAN CEILING 50 DIRECT 0.25 48.7 WATTS 950 120/10 1.1 GREENHECK SP -A110 1 EF -2 SEE PLAN CEILING 750 DIRECT 0.25 XXX WATTS 950 12V1 0 XX GREENHECK XXXX 4 EF -3 SEE PLAN CEILING 75 DIRECT 0.25 48.7 WATTS 950 120/10 1.1 GREENHECK SP -A110 1 EF -4 SEE PLAN CEILING 75 DIRECT 0.25 48.7 WATTS 950 120/10 1.1 GREENHECK SP -A110 3 AIRFLOW NUMBER Y 1-7 E1 SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE PLANS ALUMINUM EWH-1 3.0 10350 RECESSED 208 - 30 14.4 MARKEL HF3326TD-RP FEATURES 1. / OPTIONS: DISCONNECT SWITCH. 2. AUTOMATIC FAN DELAY CIRCUIT. 3. POWER COATED 18 GAUGE STEEL GRILL WITH EXTRUDED ALUMINUM FRONT FRAME. NOTES: 1. PROVIDE COMPLETE WITH 2. PROVIDE COMPLETE WITH 3. PROVIDE COMPLETE WITH 4. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. SWITCH WITH ROOM LIGHT. FUSED DISCONNECT SWITCH, ROOF CURB, CURB SEAL, BACKDRAFT DAMPER AND SPEED CONTROLLER. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAFT DAMPER. THERMOSTATICALLY CONTROLLED SET AT 87F. FUSED DISCONNECT SWITCH, DESIGNER GRILLE, AND FACTORY BACKDRAF DAMPER. INTERLOCK WITH AHU#13 AIR DEVICE SCHEDULE MARK I DESCRIPTION I FACE SIZE I NECK I MATERIAL I MANBUSIS OF DESIGN L # I DAMPER I NOTES A FAN FORCED WALL HEATER 24" x 24" SEE PLANS ALUMINUM METAL AIRE 5700 -AL MAX ELECTRICAL DATA ELECTRODE DRY MARK VARIABLE KW BTUH CONFIGURATION QTY MANUFACTURER MODEL POWER OUTPUT W/ AND MODEL METAL AIRE CC -5 Y VOLTAGE AMPS D EGGCRATE RETURN / EXHAUST GRILLE (1/2" x 1/2" x 1/2") 12" x 12" 10" x 10" AIRFLOW NUMBER Y 1-7 E1 SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE PLANS ALUMINUM EWH-1 3.0 10350 RECESSED 208 - 30 14.4 MARKEL HF3326TD-RP FEATURES 1. / OPTIONS: DISCONNECT SWITCH. 2. AUTOMATIC FAN DELAY CIRCUIT. 3. POWER COATED 18 GAUGE STEEL GRILL WITH EXTRUDED ALUMINUM FRONT FRAME. 4. AUTOMATIC RESET THERMAL LIMIT. 5. STEEL BLOCK FIN ELEMENT. 6. VANE AXIAL FAN BLADE: 600 RPM MOTOR; 175 CFM 7. BUILT IN TAMPER PROOF THERMOSTAT. AIR DEVICE SCHEDULE MARK I DESCRIPTION I FACE SIZE I NECK I MATERIAL I MANBUSIS OF DESIGN L # I DAMPER I NOTES A ION GENERATORS 24" x 24" SEE PLANS ALUMINUM METAL AIRE 5700 -AL MAX 1-7 ELECTRODE DRY 12" x 12" VARIABLE MANUFACTURER MARK TREATED QTY PAIRS CONTACTS POWER OUTPUT W/ AND MODEL METAL AIRE CC -5 Y AIRFLOW D EGGCRATE RETURN / EXHAUST GRILLE (1/2" x 1/2" x 1/2") 12" x 12" 10" x 10" AIRFLOW NUMBER Y 1-7 E1 SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE PLANS ALUMINUM METAL AIRE H4002 Y IG -1 1200 1 1 INCLUDED 24 V INTEGRAL PLASMA AIR - N7100 SEE PLANS ALUMINUM METAL AIRE H4004 Y NOTES: 1. INSTALL ION GENERATORS IN LOCATIONS SHOWN ON PLANS. SIDEWALL / CEILING 45° DEFLECTION RETURN GRILLE NOTE 4 2. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. METAL AIRE RH Y 3. ION GENERATORS SHALL BE POWERED WITH 24 V FAN CONTROL CEILING SINGLE DEFLECTION SUPPLY GRILLE -1 WAY NOTE 4 AIR DEVICE SCHEDULE MARK I DESCRIPTION I FACE SIZE I NECK I MATERIAL I MANBUSIS OF DESIGN L # I DAMPER I NOTES A LOUVERED FACE 3 CONE ADJUSTABLE SUPPLY DIFFUSER 24" x 24" SEE PLANS ALUMINUM METAL AIRE 5700 -AL Y 1-7 B LOUVERED FACE 3 CONE ADJUSTABLE SUPPLY DIFFUSER 12" x 12" SEE PLANS ALUMINUM METAL AIRE 5700 -AL Y 1-7 C EGGCRATE RETURN / EXHAUST GRILLE (1/2" x 1/2" x 1/2") 24" x 24" 22" x 22" ALUMINUM METAL AIRE CC -5 Y 1-7 D EGGCRATE RETURN / EXHAUST GRILLE (1/2" x 1/2" x 1/2") 12" x 12" 10" x 10" ALUMINUM METAL AIRE CC -5 Y 1-7 E1 SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE PLANS ALUMINUM METAL AIRE H4002 Y 1 - 7 E2 SIDEWALL DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE PLANS ALUMINUM METAL AIRE H4004 Y 1 - 7 F SIDEWALL / CEILING 45° DEFLECTION RETURN GRILLE NOTE 4 SEE PLANS ALUMINUM METAL AIRE RH Y 1-7 G1 CEILING SINGLE DEFLECTION SUPPLY GRILLE -1 WAY NOTE 4 SEE PLANS ALUMINUM METAL AIRE L-1 Y 1-7 G2 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 2 WAY NOTE 4 SEE PLANS ALUMINUM METAL AIRE LT -1 Y 1 - 7 G3 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 3 WAY NOTE 4 SEE PLANS ALUMINUM METAL AIRE LS3-1 Y 1-7 G4 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 4 WAY NOTE 4 SEE PLANS ALUMINUM METAL AIRE LS4-1 Y 1-7 H CURVED SIDEWALL DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE PLANS ALUMINUM METAL AIRE 4004P Y 1-7 J LINEAR SLOT RETURN SEE PLANS SEE PLANS ALUMINUM METAL AIRE 660OR Y 1 - 7 K PERFORATED FLUSH FACE CEILING SUPPLY (KITCHEN) 24" x 24" SEE PLANS ALUMINUM METAL AIRE 750OR-AL Y 1-7 L LINEAR SLOT SUPPLY DIFFUSER SEE PLANS SEE PLANS ALUMINUM METAL AIRE 6600 Y 1-7 NOTES 1- PROVIDE RADIATION DAMPER CEILING TYPE DIFFUSER, COORDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. 2- PROVIDE RAPID MOUNT T -BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3- SUPPLY COMPLETE WITH FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 4- FACE SIZE DEPENDENT UPON NECK SIZE. 5- FOR NON -DUCTED RETURN, PROVIDE LIGHT SHIELD. FOR DUCTED RETURN PROVIDE FACTORY INSTALLED PLENUM BOX WITH 1/2" THICK FOIL BACKED INSULATION 6- PROVIDE WITH FACTORY INSTALLED PLENUM BOX WITH 1/2" THICK FOIL BACKED INSULATION FOR NOISE REDUCTION AND EXTERNALLY INSULATE PER SPECIFICATIONS 7- PROVIDE STEEL GRILLE WHEN USED WITH RADIATION DAMPER IN ACCORDANCE WITH U.L. APPROVED PENETRATION DETAIL. A - CFM CFM RANGE NECK SIZE 0-95 6"0 96-205 8"0 206-375 10"0 376-605 12"0 606-850 14"0 B -CFM CFM RANGE NECK SIZE 0-40 4"0 41-60 5"0 61-95 6"0 96-145 7"0 146-205 8"0 C -CFM CFM RANGE NECK SIZE 0-2500 22" x 22" D -CFM CFM RANGE NECK SIZE 0-550 10" x 10" E1-2, G14, H - CFM CFM RANGE NECK SIZE 0-75 4"x4" 76-150 8" x 6" 151-200 10" x 6" 201-250 12" x 6" 251-300 14" x 6" 301-350 12" x 8" 351-400 16" x 8" 401-500 20" x 8" 501 -575 24" x 8" 576-650 30" x 8" F -CFM CFM RANGE NECK SIZE 0-75 6"x 6" 76-150 8" x 6" 151-200 10" x 6" 201-235 12" x 6" 236-275 14" x 6" 276-450 12" x 12" 451-535 18" x 10" 536-590 14" x 14" 591-670 22" x 10" 671-875 24" x 12" 876-1000 20" x 16" 1001-1200 24" x 16" 1201-1300 24" x 18" 1301-1500 24" x 20" 1501-1800 28" x 20" 1801-2000 30" x 24" J - CFM CFM RANGE NECK SIZE 0-95 6"0 96-205 81.0 206-300 10"0 301-390 12"0 395-450 14"0 451-500 15"0 K -CFM CFM RANGE NECK SIZE 0-80 6"0 81-175 8"0 176-320 10"0 321-520 12"0 521-780 14"0 781-1120 16"0 ARCHITECTURE - ENGINEERING - INTERIORS 3210S. Osceola Ave, Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. All Riahts Reserved. CONSULTANT PROJECT A W � E...I Lu ti M Q r � Q V W Z �WCQ �QLLLL � 0 o�U ��< Q u) JU Z � Q 17 LU U = W U 7>- C) SEAL DATE OF SEAL: 07/03/17 # S609s Nawwaf Ahmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.AA. DATE: JANUARY 29, 2015 SHEET: M 001 Elite Universal Job No. 08009 ..... I I *- .. - - - I : I � - ' I - �- . .. - � : :. : : :1 q : : : , : � ' ` - - � I * * ` .. 1. I ' '. .. I I I � 2C , �' : I IaT - . :'�� i; t-.'.'.'.'.'.'-- �,!i !i�'!.���-�!�.�.'�!i!�!��:!.,.:! ...- Is .. =1 * * I * * * - - 2 : m... ..... ...... .... . : :: .. .... .... . , . . -.. .. . .. ..... � ... ..... ... ... : b ,... ...... � . : � ... . - . I I I .......,- . �� � '::�: . ........ - . 4 ....... ..... :: ::.'....... : , .. :: 8 ....,. ....... . � ... ":: 1- � .."....,...,...........,.....,.,. .... 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'.. - .. ...........................................",j ... - L --Ate: %�-"--L---'.joo.L....CFM:... ,. , .��.'.�.',.....'.....'.-..,�....., - �:�:�:�:�:�" "* .. . ... . . . .. . ....' I ""."'.'." ....... - I : ..... - .'-.-"---'- - . "I".. ,.,. I Ox8 .".'.'....'.'.. '...-,---, ".... -'--�L�"-:-:'�,�,�'.�.�.�.��:11 '�, , .. - **Lji.'. .... .. �- " " '...... .... - � ... .... .... L. "". 8 . .. . I . .. .... ::::::::::: --LLLL .... LL 11 ..:*� :: : :�:::. : f : ".. : "..' . ......... ........ "I""' ,........ 11; _,__,. '. ", , 1, : . ....... I - - - - .. ... .::::::: ... :': ". - ........... : , "", .......... .'.'.'.'."..... _' -".""": .... q .. ........ ... -.-�*:: : " - - -..� ,""'-' ........ :. ....'............. ... I ....... ........ ... I . ..... ". �. I - -- 100 CFM ----- . -... I --..' .. -.. I . ...... .. ". .. . ... . . . . , . .. ", . , ... .. � . . . . Iq ............... .1:::: 11...'..'..'.".-.:.. ........ ......... ........ I ... I I � ::".1L;.';.:;: :� � - .. -1- ':L ....... � ' ' 7777-7777777: : L - 11 148 --:�'� 22x14 "'� �'. '. - r".. �6� 7x I ( : : ........-- -�-- CFM IN-4fl- L= "6;;'�O - ,-�::: :l1!:!!!l!: A �---T-,, �6-0 - -t.- - - n A -ml, i ' i�- 4 ' * **'* .--�--"` :. :: . L - ... ... -�.... .......... ' ' - I �== -* " : � ,: .... .. .... .. ,,, 6*0 ... -'....'.. -- - -- -- " .14m - ,,, CNI :::1 - - - .:::: .._-* ... �: . . .. .... .... �! ii i�ii �� i, ::.:,.,.,.,".,""".'I",...,."....,.",�,.,-,-".,-..�.."...:::- ..;i;.� "'. . �� . 1:� q . ,:: , :: . ::: , ':':�*'-*:�':'*1*:*:*:':*: .......... .. ... ". 11 ,,,, .:::::L" I .. . .. � . �4 i 3� :: ** ' :� �iii :i* ' * .. * � : - Ili! �.��:��i:j:j:j:j:j:�:�:i:i:i:i:�i::I��.1 ��. ij i�*�$ .. * 'V :j::::� -R' i:`i ♦iii "`I-*�.�*�'�*.�'*\ *1�"' a . .... - .:: . 8 0.".....z_ i!!!'��I�". , ** 11 ... .... -1111 :: " , ul-."'-:.'� i�::iil�iii;� : -, ].... ' ' ,- ...... . ...... ..,......�.....,.,�"".,.,.,..............".,.,.",".,. .. . -, -.�. : ... .... ... :.: . 1.11 ..... ....... .... . - - "%%:%�'*i, * * C*4 ,.. ........... .. M .... : . ... � � I . '.. ... . . . ... . . I -4 * :-:-:-:- !I I ' 12 �� * �- I ,b !I .. .::� :: .: :;:i:���:::::�:�:�:�:::.�::��:�:�:j:j:j:�:�:�:�:�::::::::�::�::I ,.. 1.1". ... .. ... l2xl2 - 4 A��n - ..1% - .-:1:i* ....,"... .1::: I . �:� .. ' -j� - 11 ---j'j' .L....... �j::::jij ij�� :: !!�!:I�J .. I . - �::::' . . .. ; � .. .1 ..'.'.L'.'.L' : .... . . 4 �:.. """""'A ""'" :::I lIl .... � : . : . ::: :1 :.**. ?A . . . . . . . .:::-I. "". z...'�!-,-.-..,...........�!:........:::..�,.:.,.,::.,�,��:iiI : ". . L: '�e . :::: :. m., ' , I - * -� " , ..'s � :46 CFM !III! . I i�:�'�� i%'.§§i::�:_j::..'.:.* , , � . 1:4,.1 - , _ L " _ .. � . : ll� A -24x24 . I -:� CIO - : . ::::::: �.:: �.� � I M - :; : ::::: a 1.i� " ............. "':':': . :::: ", .............. - �.. -I.%- ... : : : : I 1, )d .1 . ... .. .... ....".."... ,. , 1-11.1 z .. . - , "- 5-----:! - �: :::: ' I..,.... i: L. I ... :��:�!::�!:..!�::-:-�!.J:;... 130 CFM :", ... . ...... �i .:. I :11, 1: L . 11 ..: -FM.... .'. : t . I � *. Ill 1 -....--I�p I . .... . ", .. . : : .1- ICFM:..I - .-- - �' --i : ..:�:: : q; 1 -'--,*i* .1�*'�"�'*,""*�......�-67#::I I . .... .... : : L .... .. . � :!:� ,M'5C ' ' ' "* 'L ' -0.lI!lIIl: : ... ; � . : -'....". ....... 4 : : .... : : - I 11111 I : : : : -.1 -� 1 -- - ,. � , , �' �. ... .. . : 1".14.. _J :: - b � �::.".'::;:;:'':;::,' .::: ::::' :.:: . . " I :: : ,,, z I I . I .... . . ... : , � ... I . :::::,. : ::: - � .. .a� I ::::: _-.:.I, : : :: . .. .. . . ... , ..'.. .. . :: I....... � 4: I . . . . . . . . . . . . . . . . '. , - : . �. .... ... I 1,, :: '......' , , , , , , , , , , , , , . 11 .. . ' L L _... Lf----...-.--t=. \ I . : .: - -\' .-..* , *-I�,,."-.*.� ... -. ......q:. : .k ". .�'. :... :.i�...A:.......,:......:x..- .......1:.:.�-- .......:... ....:.::....... A,':;-.......�........qq I..... .:.-'.....:........::::�.......::.:...... .:........�...-....... ..q ......1i,......1��.'--.........�qq. ........�q . . ... ..1..-.. ..:q.q.-.. ...�.1.qqq.,..I. .qq ::.,-'-�..::......1.. :.,.'..-.1I.. �::..".. . .1. - ... -- 1 , .'....-""....: .�::'..::,.-...".'... '....'I- I .: -�:.;;. '. -- �.._.....-.*........:,,'...':,1II...*.._....`.....' ..''.. ......a... * �-.".:%--*'"-.'- --*--'.- --*' -r%-� L-rAFLr . : ..-i."�.. ".''..:-.....-' '-- . . :4 ..-..-...-..... ......."..' . .'m,, .. �-. ... �-- 1A-fA 25 C :. 832CF . i 3 6 : -* .. .40 40 '' '13 R,. *- '-.: k.i :�A. 2 - 2 .-: l 5". "-- > 19 CFM 471 175 CfM 1 Ci <&- !--:... &:N ...5 . E . E 3 -... .. - : , HVAC GENERAL NOTES CONTINUE: .. 13. EXHAUST DUCTS FOR CLOTHE5DRYERS SHALL MEET THE ' -* .. . REQUIREMENTS OF NFPA 211, !iSECTION 10.7.6. EXHAUST DUCTS FOR CLOTHES DRYERS :SHALL MEET THE FOLLOWING CRITERIA. '. I : 1. THEY SHALL BE CONSTRUCTED OF RIGID SHEET METAL OR OTHER NONCOMBUSTIBLE MATERIAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. NFPA 211, SECTION 10.7.3, 2013 EDITION. � 1 2. THEY SHALL HAVE A MINIMUM THICKNESS EQUIVALENT TO NO. 24 GALVANIZED STEEL GAUGE 0.024 IN. FOR TYPE 2 DUCTS AND N0. 28 GAUGE 0.01 6 IN. FOR TYPE 1 DUCTS. � - :1 :: .. . , . '. -- IJF\rMl'g %AVI'I11'1F-%0IIVI'1 rUNU F\VVIII'1%7 UIIF1 r-L-VM0II'4%7 DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY (�> INTAKE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE WITH BIRDSCREEN. \:!/ I -A\ PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. MECHANICAL - PARTIAL 1st FLOOR PLAN : : � , : : .. : : � - - .11,111, 111--1. ....' --cr-'- ...... ..'...'.1-. """".'." . .... I., . ........ �.. *** --* ... I . .... .. ... �-* .. - - ` " I .. .. .. " - . .......'.I....., .:........"............... ' .. -1 ........... a ... .. .... -*� -� f ' .. .. . : ...: ::. .,... ....."'. HVAC GENERAL NOTES: 1. SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE: (2) INSPECTION; AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNITS. 2. PROVIDE RADIATION DAMPER AT EACH CEILING MOUNTED SUPPLY, RETURN, AND EXHAUST AIR GRILLE 3. THE OPERATING TEMPERATURE OF A CEILING RADIATION DAMPER ACTUATION DEVICE SHALL BE 5O`F ABOVE THE NORMAL TEMPERATURE WITHIN THE DUCT SYSTEM, BUT NOT LESS THAN 160`F I - III 1 1M li w� I i E=--- EIIIIIIIIIIIIIIIIIIIIIII� : -- : 15 : 0 "- 0" F, wlxnmnmicAlmli��� Ilk "06, MECHANICAL - PARTIAL 1st FLOOR ENLARGED PLAN � I I I � I I I . ------.--..- --.-. -.-- .-.- LOCATION WITH ARCHITECT ---..-..-..- ---. -.-- .- LOCATION WITH ARCHITECT .* * ....""'........ ............. 200< CFM SCALE: 1/8"=1'-0" 1 02 1 J LOUVER ZEE AREA E EXACT LOCATION ARCHITECTURE- ENGINEERING- INTERIORS 3210 S. Osceola Ave, Orlando, FL 32806 407.325.3550 www.eliteuniversalarGhitects.com @ Copyngh .NI R' Site Universal, LLC. p qhts Reserved. � CONSULTANT wz x Z 2Lu < 1, 0 w.- zC �N , Ei E �;;6 uj < 2,02 .9 . .- -c Lu 2, ;� p" G G,-- F- - W�. , Z 0. -.7 Z� ��22 . -. S -;:�Z.omg� (9-. '-, - - a �2 Z *Z5 u :: --- -. 44-1 .- - Yom- .=CL_0� .2 -2 -� Q t 9 - LLI uj 03 -S C? U3 0, w Lo - -j c) 3$ C0 cc I 9 zl!� U) 0 ra U) 2wo. LQ I PROJECT = z --j < < � �A 00 �A �* I,- IT w f -- z 0 -q� 'k w ""OQO r 0 C.) w 0,< _j U) A Coo -j U- U < -0 C40: 101- 0 -0� . w �- Z 0 � 4 0000-0 z 00 04 C") < *0 (0 '4 1� PE: -N-0 75 Cl) 1117- -- SEAL DATE OF SEAL: 07/03/17 xw% I I I I I fit 1.1 -.%%� , ,$AF A *, ' ' 0 I - *- 1j, . I , -% ..... , --.. ., ...'. .. E� a. ft. , *. � : Na!- logs >r6 . !: "* . I 0 . --. * : , . a : 4 . : , I Z 't., I 0• 40 *•' �40 ... -le '--..10R1()N * 0- . 11 .0 %� . ... "**".** . .00 . . �� - 10 - . L . . . I 0. I .1 � I I . I . . I � � I NawwafAhmad, PE : 4, - FL -56095 REVISIONS: # DATE DESCRIPTION - 07/03/17 SUBMIT - -- -- I DRAWN BY: M.V. CHECKED BY: N.A.A. -1 DATE: JANUARY 29, 2015 SHEET: m 101 Elite Universal Job No. 08009 z --j < < _3 C-) CL Z w < 0 r 0 C.) -j UJI u- -N-0 75 Cl) 1117- -- SEAL DATE OF SEAL: 07/03/17 xw% I I I I I fit 1.1 -.%%� , ,$AF A *, ' ' 0 I - *- 1j, . I , -% ..... , --.. ., ...'. .. E� a. ft. , *. � : Na!- logs >r6 . !: "* . I 0 . --. * : , . a : 4 . : , I Z 't., I 0• 40 *•' �40 ... -le '--..10R1()N * 0- . 11 .0 %� . ... "**".** . .00 . . �� - 10 - . L . . . I 0. I .1 � I I . I . . I � � I NawwafAhmad, PE : 4, - FL -56095 REVISIONS: # DATE DESCRIPTION - 07/03/17 SUBMIT - -- -- I DRAWN BY: M.V. CHECKED BY: N.A.A. -1 DATE: JANUARY 29, 2015 SHEET: m 101 Elite Universal Job No. 08009 GENERAL NOTES: 1. SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2) INSPECTION; AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNITS. 2. PROVIDE RADIATION DAMPER AT EACH CEILING MOUNTED SUPPLY, RETURN, AND EXHAUST AIR GRILLE THE OPERATING TEMPERATURE OF A CEILING RADIATION DAMPER ACTUATION DEVICE SHALL BE 50'F ABOVE THE NORMAL TEMPERATURE WITHIN THE DUCT SYSTEM, BUT NOT LESS THAN 160'F 4. DUCT REGISTERS, GRILLES AND DIFFUSERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED AT EACH INDIVIDUAL DUCT REGISTER, GRILLE OR DIFFUSER. EACH VOLUME DAMPER OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT USED IN BALANCING SHALL BE PROVIDED WITH ACCESS. 5. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1 -PERCENT SLOPE). CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS SO AS TO CAUSE A NUISANCE. 6. A WATER -LEVEL DETECTION DEVICE CONFORMING TO UL 508 SHALL BE PROVIDED THAT WILL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN IS BLOCKED. THE DEVICE SHALL BE INSTALLED IN THE PRIMARY DRAIN UNE, THE OVERFLOW DRAIN LINE, OR IN THE EQUIPMENT -SUPPLIED DRAIN PAN, LOCATED AT A POINT HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION AND BELOW THE OVERFLOW RIM OF SUCH PAN. THIS DEVICE SHALL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN BECOMES RESTRICTED. DEVICES INSTALLED IN THE DRAIN LINE SHALL NOT BE PERMITTED. 7. HVAC SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 90A (STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEM). 8. EXHAUST DUCTS FOR CLOTHES DRYERS SHALL MEET THE REQUIREMENTS OF NFPA 211, SECTION 10.7.6. EXHAUST DUCTS FOR CLOTHES DRYERS SHALL MEET THE FOLLOWING CRITERIA.- 1. RITERIA: 1. THEY SHALL BE CONSTRUCTED OF RIGID SHEET METAL OR OTHER NONCOMBUSTIBLE MATERIAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. NFPA 211, SECTION 10.7.3, 2013 EDITION. 2. THEY SHALL HAVE A MINIMUM THICKNESS EQUIVALENT TO NO. 24 GALVANIZED STEEL GAUGE 0.024 IN. FOR TYPE 2 DUCTS AND NO. 28 GAUGE 0.016 IN. FOR TYPE 1 DUCTS. REFERENCE NOTES Q1 AHU-4 - OUTSIDE AIR UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. O OUTSIDE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE UNIT WITH A MOTORIZED DAMPER INTERLOCKED WITH AHU-2. O PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. ® EF -1 - CEILING MOUNTED EXHAUST FAN - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. Q5 AHU-5, 6, & 7 - FLOOR MOUNTED AIR HANDLING UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. © (2) 4"0 DRYER VENT RISE TO 6"0 DRYER VENT THRU WALL PROVIDE VENT RISER WITH CLEAN -OUTS AT BOTTOM. Q7 8" DRYER VENT TERMINATED WITH A LOUVERED DRYER VENT CAP. ® 8x6 RELIEF DUCT. PROVIDE WITH BACKDRAFT DAMPER, EXHAUST GRILLE AND TERMINATED WITH A BRICK VENT. FLOOR MOUNTED A/C UNIT. COORDINATE ACCESS TO A/C WITH ARCHITECT. 20x18 4 O.A. LOUVER SF MIN. FREE REQ'D.) MECHANICAL - 2nd FLOOR PLAN SCALE: 1/4"=17-57i 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Bite Univers, LLC. All Rights Reserved. CONSULTANT U Z W i x Zm W LL w _ a N N 0 p� W i _- a'': pp U W w U' � ch N ca �w m Z W oY�ym� .. z Y w C W�_ mch� Eo¢ N Z� _C?U3 wo��n 3 S mo ti a co 0 z r` v rn 2Wo. LQJ PROJECT A W � N aQAo Ooo w�LuEE a w_j°U- � �a-0 ~ 000u-0 `t MSI to a SEAL DATE OF SEAL: 07/03/17 * #ff NO- S609S STAB / � w���..a•a� moiM tj L >tG %%�� NawwafAhmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 102 Elite Universal Job No. 08009 GENERAL NOTES: 1. SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2) INSPECTION; AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNITS. 2. PROVIDE RADIATION DAMPER AT EACH CEILING MOUNTED SUPPLY, RETURN, AND EXHAUST AIR GRILLE THE OPERATING TEMPERATURE OF A CEILING RADIATION DAMPER ACTUA11ON DEVICE SHALL BE 50'F ABOVE THE NORMAL TEMPERATURE WITHIN THE DUCT SYSTEM, BUT NOT LESS THAN 160TF 4. DUCT REGISTERS, GRILLES AND DIFFUSERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED AT EACH INDIVIDUAL DUCT REGISTER, GRILLE OR DIFFUSER. EACH VOLUME DAMPER OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT USED IN BALANCING SHALL BE PROVIDED WITH ACCESS. 5. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1 -PERCENT SLOPE). CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS SO AS TO CAUSE A NUISANCE. 6. A WATER -LEVEL DETECTION DEVICE CONFORMING TO UL 508 SHALL BE PROVIDED THAT WILL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN IS BLOCKED. THE DEVICE SHALL BE INSTALLED IN THE PRIMARY DRAIN LINE, THE OVERFLOW DRAIN LINE, OR IN THE EQUIPMENT -SUPPLIED DRAIN PAN, LOCATED AT A POINT HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION AND BELOW THE OVERFLOW RIM OF SUCH PAN. THIS DEVICE SHALL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN BECOMES RESTRICTED. DEVICES INSTALLED IN THE DRAIN LINE SHALL NOT BE PERMITTED. 7. HVAC SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 90A (STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEM). 8. EXHAUST DUCTS FOR CLOTHES DRYERS SHALL MEET THE REQUIREMENTS OF NEPA 211, SECTION 10.7.6. EXHAUST DUCTS FOR CLOTHES DRYERS SHALL MEET THE FOLLOWING CRITERIA: 1. THEY SHALL BE CONSTRUCTED OF RIGID SHEET METAL OR OTHER NONCOMBUSTIBLE MATERIAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. NEPA 211, SECTION 10.7.3, 2013 EDITION. 2. THEY SHALL HAVE A MINIMUM THICKNESS EQUIVALENT TO NO. 24 GALVANIZED STEEL GAUGE 0.024 IN. FOR TYPE 2 DUCTS AND NO. 28 GAUGE 0.016 IN. FOR TYPE 1 DUCTS. REFERENCE NOTES Q1 AHU-3 - OUTSIDE AIR UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. O OUTSIDE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE UNIT WITH A MOTORIZED DAMPER INTERLOCKED WITH AHU-2. Q3 PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. ® EF -1 - CEILING MOUNTED EXHAUST FAN - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. Q5 (2) 4'0 DRYER VENT RISE TO 600 DRYER VENT THRU WALL PROVIDE VENT RISER WITH CLEAN -OUTS AT BOTTOM. © 8" DRYER VENT TERMINATED WITH A LOUVERED DRYER VENT CAP. Q7 16x10 RELIEF DUCT. PROVIDE WITH BACKDRAFT DAMPER, EXHAUST GRILLE AND TERMINATED WITH A BRICK VENT. R MOUNTED A/C UNIT. tDINATE ACCESS TO WITH ARCHITECT. 6x20 60x24 O.A. LOUVER (5.0 SF MIN. FREE AREA REQ'D.) O I MECHANICAL - 3rd FLOOR PLAN SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Bite UnNersed, LLC. All Rhhts Reserved. CONSULTANT U2 s Z~ — o 0z X ZLLI w _ W Z N N � C m' - W= `" u� _ >�m oE Z _j�NC q Lu N D _ v �woYr��`�°� Z Z CL0�•.=-dam W 2-2 N wm caoU3 ZLu cc wo�LOO 3 a m c 1` ►� z co c J z v wa j3 PROJECT A W Lu d �000 W �LUoa �2_jU) Vl � Q LL LL �a-0 ~D LL C� M r/ `� Q MSI cn a SEAL DATE OF SEAL: 07/03/17 >> ititNttt�t1. AF A. �!. * 1 S�609S STATE NawwafAhmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 103 Elite Universal Job No. 08009 MECHANICAL - 4th FLOOR PLAN ; %-340 A_340 HVAC GENERAL NOTES: 1 • SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2) INSPECTION; AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNITS. 2. PROVIDE RADIATION DAMPER AT EACH CEILING MOUNTED SUPPLY, RETURN, AND EXHAUST AIR GRILLE 3. THE OPERATING TEMPERATURE OF A CEILING RADIA11ON DAMPER ACTUATION DEVICE SHALL BE 50'F ABOVE THE NORMAL TEMPERATURE WITHIN THE DUCT SYSTEM, BUT NOT LESS THAN 160-F 4. DUCT REGISTERS, GRILLES AND DIFFUSERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED AT EACH INDIVIDUAL DUCT REGISTER, GRILLE....OR_.DIFEU.SER,::.:EACH.:::.VOLUME-DAMPER ..:OR.._OTHER ::MEANS...OF.......... SUPPLY AIR ADJUSTMENT USED IN BALANCING SHALL BE PROVIDED WITH ACCESS. 5. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1 -PERCENT SLOPE). CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS SO AS TO CAUSE A NUISANCE. 6. A WATER -LEVEL DETECTION DEVICE CONFORMING TO UL 508 SHALL BE PROVIDED THAT WILL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN IS BLOCKED. THE DEVICE SHALL BE INSTALLED IN THE PRIMARY DRAIN LINE, THE OVERFLOW DRAIN LINE, OR IN THE EQUIPMENT -SUPPLIED DRAIN PAN, LOCATED AT A POINT HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION AND BELOW THE OVERFLOW RIM OF SUCH PAN. THIS DEVICE SHALL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY DRAIN BECOMES RESTRICTED. DEVICES INSTALLED IN THE DRAIN LINE SHALL NOT BE PERMITTED. 7. HVAC SHALL BE INSTALLED IN ACCORDANCE WITH NEPA 90A (STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEM). 8. EXHAUST DUCTS FOR CLOTHES DRYERS SHALL MEET THE REQUIREMENTS OF NFPA 211, SECTION 10.7.6. EXHAUST DUCTS FOR CLOTHES DRYERS SHALL MEET THE FOLLOWING CRITERIA: 1. THEY SHALL BE CONSTRUCTED OF RIGID SHEET METAL OR OTHER NONCOMBUSTIBLE MATERIAL AND SHALL HAVE A SMOOTH INTERIOR SURFACE. NEPA 211, SECTION 10.7.3, 2013 EDITION. 2. THEY SHALL HAVE A MINIMUM THICKNESS EQUIVALENT TO NO. 24 GALVANIZED STEEL GAUGE 0.024 IN. FOR TYPE 2 DUCTS AND NO. 28 GAUGE 0.016 IN. FOR TYPE 1 DUCTS. 2000 EN 2002 —.�. qnr*m1w_QA REFERENCE NOTES O1 AHU-1 - OUTSIDE AIR UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. O OUTSIDE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE UNIT WITH A MOTORIZED DAMPER INTERLOCKED WITH AHU-2. O3 PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. ® EF -1 - CEILING MOUNTED EXHAUST FAN - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. 05 AHU-2 - FLOOR MOUNTED AIR HANDLING UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. © (2) 4"1 DRYER VENT RISE TO 6"O DRYER VENT THRU WALL. PROVIDE VENT RISER WITH CLEAN -OUTS AT BOTTOM. O 8" DRYER VENT TERMINATED WITH A LOUVERED DRYER VENT CAP. FLOOR MOUNTED A/C UNIT. COORDINATE ACCESS TO A/C WITH ARCHITECT. 24x12 e 1 0 72x18 O.A. LOUVER (4.25 SF MIN. FREE AREA REQ'D.) O 0G SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.el iteu niversalarch itects.com ® Copynght 2017 Bite Univmd, LLC. All Rights Reserved. CONSULTANT PROJECT A 1 E2-315 E2-35 40 .' ti w� M 1 ,.E2 35 .. . O O Z W 0 Q rrTT '' CA � 4� 0 LL r `n Q I u) a ... » 2000 EN 2002 —.�. qnr*m1w_QA REFERENCE NOTES O1 AHU-1 - OUTSIDE AIR UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. O OUTSIDE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE UNIT WITH A MOTORIZED DAMPER INTERLOCKED WITH AHU-2. O3 PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. ® EF -1 - CEILING MOUNTED EXHAUST FAN - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. 05 AHU-2 - FLOOR MOUNTED AIR HANDLING UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. © (2) 4"1 DRYER VENT RISE TO 6"O DRYER VENT THRU WALL. PROVIDE VENT RISER WITH CLEAN -OUTS AT BOTTOM. O 8" DRYER VENT TERMINATED WITH A LOUVERED DRYER VENT CAP. FLOOR MOUNTED A/C UNIT. COORDINATE ACCESS TO A/C WITH ARCHITECT. 24x12 e 1 0 72x18 O.A. LOUVER (4.25 SF MIN. FREE AREA REQ'D.) O 0G SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.el iteu niversalarch itects.com ® Copynght 2017 Bite Univmd, LLC. All Rights Reserved. CONSULTANT PROJECT A 1 E2-315 E2-35 ti w� M 1 : , W O O Z 2000 EN 2002 —.�. qnr*m1w_QA REFERENCE NOTES O1 AHU-1 - OUTSIDE AIR UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. O OUTSIDE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE UNIT WITH A MOTORIZED DAMPER INTERLOCKED WITH AHU-2. O3 PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. ® EF -1 - CEILING MOUNTED EXHAUST FAN - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. 05 AHU-2 - FLOOR MOUNTED AIR HANDLING UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. © (2) 4"1 DRYER VENT RISE TO 6"O DRYER VENT THRU WALL. PROVIDE VENT RISER WITH CLEAN -OUTS AT BOTTOM. O 8" DRYER VENT TERMINATED WITH A LOUVERED DRYER VENT CAP. FLOOR MOUNTED A/C UNIT. COORDINATE ACCESS TO A/C WITH ARCHITECT. 24x12 e 1 0 72x18 O.A. LOUVER (4.25 SF MIN. FREE AREA REQ'D.) O 0G SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.el iteu niversalarch itects.com ® Copynght 2017 Bite Univmd, LLC. All Rights Reserved. CONSULTANT PROJECT A W ti w� M Q Q 2002 —.�. qnr*m1w_QA REFERENCE NOTES O1 AHU-1 - OUTSIDE AIR UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. O OUTSIDE AIR LOUVER - COORDINATE LOUVER LOCATION WITH ARCHITECTURAL PROVIDE UNIT WITH A MOTORIZED DAMPER INTERLOCKED WITH AHU-2. O3 PTAC - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. ® EF -1 - CEILING MOUNTED EXHAUST FAN - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. 05 AHU-2 - FLOOR MOUNTED AIR HANDLING UNIT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE UNIT WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTION. COORDINATE CONDENSATE DRAIN CONNECTION AND ROUTING WITH PLUMBING DRAWINGS. PROVIDE SMOKE DETECTOR IN SUPPLY. © (2) 4"1 DRYER VENT RISE TO 6"O DRYER VENT THRU WALL. PROVIDE VENT RISER WITH CLEAN -OUTS AT BOTTOM. O 8" DRYER VENT TERMINATED WITH A LOUVERED DRYER VENT CAP. FLOOR MOUNTED A/C UNIT. COORDINATE ACCESS TO A/C WITH ARCHITECT. 24x12 e 1 0 72x18 O.A. LOUVER (4.25 SF MIN. FREE AREA REQ'D.) O 0G SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.el iteu niversalarch itects.com ® Copynght 2017 Bite Univmd, LLC. All Rights Reserved. CONSULTANT PROJECT A W ti w� M Q Q W O O Z W 0 Q rrTT '' CA � QLL LL �a-0 0 LL r `n Q I u) a W; Id SEAL DATE OF SEAL: 07/03/17 *111tiitiry��� A Mp # : • *5095 NawwafAhmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 104 Elite Universal Job No. 08009 9 Frnnn rwnRlb wnN -.rnh_499.x,7199 unnn TNF'nPArATTnAT PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 B2 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 TAG OPTION FILTER(S) LIGHT(S) EXHAUST PLENUM BACKSPLASH 80.00" High X 206.00" Long 430 SS Vertical LEFT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High Insulated 430 SS HOOD HOOD CONFIG. TOTAL RISER(S) END TO 24" HOOD NO. TAG MODEL LENGTH COOKING MUA CFM AC CFM HOOD ELECTRICAL SWITCHESWIRE FIRE HOOD NO. 2 TYPE QTY. HEIGHT LENGTH TEMP. EXH. CFM WIDTH LENG. HEIGHT DIA. CFM S.P. 8" 125 0.049" AC CONSTRUCTION END ROW 5424 600 GUARD _'Co- TYPE SIZE MODEL # 430 SS PIPING WGHT 1 COOK LEFT Captrate Solo Filter 8' 1.00" Deg. 1940 85% See Filter Spec. 3 4" 14" 1940 -0.810" 1455 500 DCV -2111 LEFT ALONE 737 ND-2-ACPSP-F MLEXJL UA Connectio Where Exposed 1 Fan MUA Con LBS 5424 COOK RIGHT 600 6 20" 16" 85% See Filter Spec. 3 L55 Series E26 NO 430 SS 2 COOK RIGHT 502 8'0.00" Deg. 1920 4" 14" 1920 -0.794" 1306 500 5., I ® RIGHT ALONE ND-2-ACPSP-F LBS 3 DISH p Where Exposed 4824 NO 700 430 SS 3 DISH VHB 6'0.00" Deg 700 4" 12" 700 -0.063" 0 0 o ALONE ALONE 100% unnn TNF'nPArATTnAT PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 B2 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 HOOD NO. TAG OPTION FILTER(S) LIGHT(S) UTILITY CABINET(S) BACKSPLASH 80.00" High X 206.00" Long 430 SS Vertical LEFT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High Insulated 430 SS HOOD TAG FIELD WRAPPER 18.00" High Front RIGHT END STANDOFF 1" Wide 54" Long Insulated RIGHT SIDESPLASH 80.00" High X 54.00" Long 430 SS Vertical 24" 6" MUA 12" 24" 727 0.200" MUA 12" 24" 727 0.200" AC FIRE SYSTEM ELECTRICAL SWITCHESWIRE FIRE HOOD NO. 2 TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 9 MICRONS QTY. TYPE MUA LOCATION SIZE SYSTEM HANGING 8" 125 0.049" AC 8" 125 0.049" AC 8" 125 0.049" GUARD _'Co- TYPE SIZE MODEL # QUANTITY PIPING WGHT 1 COOK LEFT Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 L55 Series E26 NO Left 12"x54"x24" Ansul R102 3.0/3.0 DCV -2111 1 Light YES 737 7„7„ MLEXJL UA Connectio 1 Fan MUA Con LBS 2 COOK RIGHT Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 L55 Series E26 NO YES 502 8.. 8.. 8„ ® I 5 I 5 i 5 i ® 0 5" 1 5„ 1 5., I ® 5„ LBS 3 DISH p NO 188 LBS HOOD NO. TAG OPTION 1 COOK LEFT FIELD WRAPPER 18.00" High Front, Left BACKSPLASH 80.00" High X 206.00" Long 430 SS Vertical LEFT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High Insulated 430 SS 2 COOK RIGHT FIELD WRAPPER 18.00" High Front RIGHT END STANDOFF 1" Wide 54" Long Insulated RIGHT SIDESPLASH 80.00" High X 54.00" Long 430 SS Vertical PF-RFnPATFn gTTPPT.Y PT.FArTTMfR) HOOD NO. TAG POS. LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG. DIA. CFM S.P. 1 COOK LEFT Front 109" 24" 6" MUA 12" 24" 727 0.200" MUA 12" 24" 727 0.200" AC 8" 125 0.049" AC 8" 125 0.049" AC 8" 125 0.049" AC 8" 125 0.049" 2 COOK RIGHT Front 97" 24" 6" MUA 12" 24" 653 0.190" MUA 12" 24" 653 0.190" AC 8" 125 0.049" AC 8" 125 0.049" AC 8" 125 0.049" AC 8" 125 0.049" U 24" G 6' 0.00"Nom./6' 0.00"OD PLAN VIEW - Hood #3 (DISH) 6 0.00 LONG 4824VHB 3" 3.50 3.00 250 M Ca 2.00 J I co O O 11" 014" I 11" 014" 54" 1.50 Z U.L. Listed L55 Series E26 Canopy Light Fixture - 1.00 P, U.L. Listed L55 Series E26 Canopy Light Fixture - 54" 1..1� 000 O High Temp Assembly LL High Temp Assembly utility Cabinet V 24" 24" ® ® 24" 24" _'Co- 12" 12" - ----- -- -- 12" -- ----- ---- 12" --TM 24" 7 7„7„ MLEXJL UA Connectio MUA Con 24" HVAC Connections HVAC Connection 08" 08" fd8" 8.. 8.. 8„ ® I 5 I 5 i 5 i ® 0 5" 1 5„ 1 5., I ® 5„ MECHANICAL - 2nd FLOOR PLAN 12" - 131/2" 481/2" 148112" 1/4" I 541/2" 271/: 27" 27 1/2" - 8' 1.00"Nom./8' 1.00"OD 9'-1.00" Overall Length PLAN VIEW - Hood #1 (COOK LEFT) 8 1.00 LONG 5424ND-2-ACPSP-F ACPSP ships loose for field installation 48" 48" 241/4 -I 48112" �-- 24 1/2" 24" 24 1/2" 8' 0.00"Nom./8' 0.00"OD 8'-1.00" Overall Length PLAN VIEW - Hood #COOK RIGHT) 8 0.00 LONG 5424ND-2-ACPSP-F ACPSP ships loose for field installation 1" LAYER OF INSULATION FACTORY INSTALLED IN 1.00" END STANDOFF MEETS 0" REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. 112'- 13 TPI GRADE 5 (MINIMUM STEEL HEX NUTS 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2"-13 TPI GRADE 5 (MINIMUM STEEL ALL-THREAC 1 /7' - 13 TPI GRADE 5 (MINIMUM STEEL HEX NUT 1!7' GRADE 5 (MINIMUM) STEEL FLAT WASHER SPECIFICATION: CAPTRATE GAASE-STOP SOLE FILTER THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING A UNIQUE S -BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES NINE MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. THE CAPTRATE GREASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. EFFICIENCY VS. PARTICLE DIAMETER PRESSURE DROP VS. FLOW RATE 100 80 tz 60 w z 0 20 0 0.1 1.o 10.0 � PARTICLE DIAMETER (um) CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH:. NFPA #96 NSF STANDARD #2 UL STANDARD #1046 INT. MECH. CODE (IMC) ULC -S649 FLOW RA'Z'E (cfm) 1500 BUILT NSF IN AccoNoaNCE WITH NFPA No. 96 <13TE CAPTIVE-AIRE HOODS ARE ETL SANITATION LISTED AND BUILT IN COMPLIANCE WITH NSF/ANSI STANDARD 2, AND TO UL 710 & ULC710 STANDARDS. BUILT °A I N ACCORDANCE WITH T 5 F RA I i NFPArteN r 0 No. 96 Intertek E.T.L. LISTED 3054804-001 SUPPLY PLENUM HANGING ANGLE DWARE BY INSTALLER) SUPPLY PLENUM HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR SUPPLY PLENUM) 1/7' GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/7'-13 TPI GRADE 5 (MINIMUM, STEEL HEX NUT ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. 1/7' - 13 TPI GRADE 5 (MINIMUM; STEEL HEX NUTS 1 /2' GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/7'-13 TPI GRADE 5 (MINIMUM; STEEL ALL -THREAD 1/7'- 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT HOOD CORNER HANGING ANGLE "''1RDWARE BY INSTALLER) 1!7' GRADE 5 HOOD CORNER (MINIMUM) STEEL HANGING ANGLE FLAT WASHER (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" -13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. REVISIONS 3.50 3.00 250 M Ca 2.00 J �I �( co O O I� W q 1.50 Z VNj 1.00 P, �N 0.50 1..1� 000 0.1 1.o 10.0 � PARTICLE DIAMETER (um) CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH:. NFPA #96 NSF STANDARD #2 UL STANDARD #1046 INT. MECH. CODE (IMC) ULC -S649 FLOW RA'Z'E (cfm) 1500 BUILT NSF IN AccoNoaNCE WITH NFPA No. 96 <13TE CAPTIVE-AIRE HOODS ARE ETL SANITATION LISTED AND BUILT IN COMPLIANCE WITH NSF/ANSI STANDARD 2, AND TO UL 710 & ULC710 STANDARDS. BUILT °A I N ACCORDANCE WITH T 5 F RA I i NFPArteN r 0 No. 96 Intertek E.T.L. LISTED 3054804-001 SUPPLY PLENUM HANGING ANGLE DWARE BY INSTALLER) SUPPLY PLENUM HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR SUPPLY PLENUM) 1/7' GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/7'-13 TPI GRADE 5 (MINIMUM, STEEL HEX NUT ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. 1/7' - 13 TPI GRADE 5 (MINIMUM; STEEL HEX NUTS 1 /2' GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/7'-13 TPI GRADE 5 (MINIMUM; STEEL ALL -THREAD 1/7'- 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT HOOD CORNER HANGING ANGLE "''1RDWARE BY INSTALLER) 1!7' GRADE 5 HOOD CORNER (MINIMUM) STEEL HANGING ANGLE FLAT WASHER (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" -13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. REVISIONS DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 1 O (!J aT J 2 W M 0) U? x14 (14 N rn 0) a u_ 0 0 M N 00 0 0 v Z O 17IL r` r` N M u_ 0 0 3 ICY) 0 J 0 N W 1- U) M M U z M N SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2011 191te Universal, LLC. NI Ri hts Reserved. CONSULTANT PROJECT A Q J �I �( co Q O I� W N 11- Z U) I� �N 1..1� Zz O wL LL Q COr< L J V DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 1 O (!J aT J 2 W M 0) U? x14 (14 N rn 0) a u_ 0 0 M N 00 0 0 v Z O 17IL r` r` N M u_ 0 0 3 ICY) 0 J 0 N W 1- U) M M U z M N SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2011 191te Universal, LLC. NI Ri hts Reserved. CONSULTANT PROJECT A a M �I �( H �O<:,cO W tY Z I� w2°co � �a00 Z F 0 U_ I� Q U) J J U_ < Z W = U) U 0 mi 0 2 DATE OF SEAL: 07/03/17 *-011iEj 11111i 1 r No. # • 55095 • = y STATE of „* % ♦fel: > . t- Nawwaf Ahmed, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 201 Elite Universal Job No. osoos ARCHITECTURE - ENGINEERING- INTERIORS 3210S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Univac k LLC. Rights Reserved_ CONSULTANT PROJECT A W !�1 Q Q O < O W �w0Q REVISIONS LL �a0 l 000u -U L0 < �a DMIMIRON DATE- 0 0 wl U N cc V C) to m N J_ Q W M N N = X 3 Q LL O o O L55 SERIES E26 CANOPY LIGHT FIXTURE - M HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL 00 AND SHOCK RESISTANT GLOBE (L55 FIXTURE) L55 SERIES E26 CANOPY LIGHT FIXTURE - O HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL = v AND SHOCK RESISTANT GLOBE (L55 FIXTURE) O LLI FIELD WRAPPER 18.00" HIGH Z O= (SEE HOOD OPTIONS TABLE) O a- 54" 54" FIELD WRAPPER 18.00" HIGH "Q 0-' (SEE HOOD OPTIONS TABLE) 48„ ar N EXHAUST RISER 54" EXHAUST RISER M J HANGING ANGLE SUPPLY RISER WITH EXHAUST RISER OLUME DAMPER LL 0 SUPPLY RISER WITH HANGING ANGLE O EE HOOD TA E 6" 23.5% OPEN STAINLESS HANGING ANGLE OLUME DAMPER SEE HOOD T E 4" STEEL PERFORATED PANEL O 20" CAPTRATE SOLO EE HOOD TA E 6 23.5% OPEN STAINLESS FILTER WITH HOOK 6 4" STEEL PERFORATED PANEL o 20" CAPTRATE SOLO N FILTER WITH HOOK 6 1- 3" INTERNAL STANDOFF 24' -a 24" NOM. 24" NOM. -� � 18" 3" INTERNAL STANDOFF 24" m 24" NOM. 18" U IT IS THE RESPONSIBILITY c OF THE ARCHITECT/OWNER TO IT IS THE RESPONSIBILITY - ENSURE THAT THE HOOD CLEARANCE IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO Z FROM LIMITED -COMBUSTIBLE OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE AND COMBUSTIBLE MATERIALS ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE N IS IN COMPLIANCE WITH FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS LOCAL CODE REQUIREMENTS.IS AND COMBUSTIBLE MATERIALS IN COMPLIANCE WITH IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. LOCAL CODE REQUIREMENTS. 48.0" MAX GREASE DRAIN WITH REMOVABLE CUP 4 ' MAX GREASE DRAIN WITH REMOVABLE CUP BACKSPLASH 80.0 'H GH X 206.00" LONG 80" 80" 80" 80" 4" EQ PME T BY THE S EQUIPMENT EQUIPMENT BY OTHERS BY OTHERS 20° 1/2" I u —j J GAS CHASE CUTOUT POWER LINES) co Q O (FOR GAS AND 21" W Q% LEFT VERTICAL END PANEL WITH ADJUSTABLE LEGS 27 „ J E W SECTION VIEW - MODEL 5424ND-2 ACPSP-F HOOD - if COOK LEFT SECTION VIEW - MODEL 4824VHB Q SECTION VIEW - MODEL 5424ND-2 ACPSP-F HOOD - #3 DISH Z O HOOD - 2 CDOK RICHT Z w Z O 2 U-) i!} DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 2 MECHANICAL - 2nd FLOOR PLAN SCALE: 1/4"=1' ARCHITECTURE - ENGINEERING- INTERIORS 3210S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Univac k LLC. Rights Reserved_ CONSULTANT PROJECT A W !�1 Q Q O < O W �w0Q O LL �a0 l 000u -U L0 < �a ,\ SEAL DATE OF SEAL: 07/03/17 ••*r•rrresrrrl •�f # NO. 55095 z STATE (W �* y ,r el'k ��•��O���iAa•r•!•4i� �� NawwafAhmad,PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY29,2015 SHEET: M 202 Elite Universal Job No. 08009 Fero RjjC10,M_ Tm-fnryw»_n-14nn. — tn1� 2Q�7>I29 FIRE SYSTEM Tag TYPE SIZE FLOW INSTALLATION 5 0 -- 0 - METALCAP-CB BLOWOFF CAP - Metal NO. 0 7 CARTRIDGE (101-20) POINTS SYSTEM LOCATION ON HOOD 1 9A Ansul R102 3.0/3.0 17 Fire Cabinet Left Left Firp 44lcf0_m. Pnrtc T.i cf. T'o-ii FIRE SYSTEM NO. TAG KEY NUMBER -PART DESCRIPTION QTY. BY FACTORY QTY. BY DIST. OEM REGULATED ACTUATOR 5 0 -- 0 - METALCAP-CB BLOWOFF CAP - Metal 10 0 7 CARTRIDGE (101-20) 1 - 1 - AT - 3.0 TANK(#1 B) - 3.0 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UUULC)) Macola # 01-429862 2 0 CARTRIDGE (101-30) 9A 3 - 3 - ANS -OEM REGULATED RELEASE - Ansul Regulated Mechanical Release/Bracket Assembly, OEM, R-102, Cartridge Detection Included, Ansul Part # 79493 1 0 10 TEST LINK 5 - 5 - LIQ -3.0 AGENT - Ansulex Low PH Wet Chemical Agent, 3 Gallon (UL) 79372 0 2 HOSE ASSEMBLY 1100 9 - 9 - 101-30 CARTRIDGE - Carbon Dioxide, 101-30, Cartridge (R-102) 19-15851 0 1 1W NOZZLE ASSEMBLY (419336) 10 - 10 - TLINK LINK - Test Link (1 test link) Ansul Part # 24916, Macola # 20-24916 0 1 11 - 11 - MICRO -SDA MICROSWITCH KIT- Includes 2 switcvhes and Mounting Hardware. 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) Single Dual Electric Switch, One Standard Switch, One Alarm Duty Switch Ansul Part 1 0 NOZZLE ASSEMBLY (419343) 290 # 437155, Macola # 08-437155 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 12 - 12 - HOSE HOSE - Rubber Hose 1 0 HIGH TEMP FUSIBLE LINK MGV 14 - 14 - 419336 NOZZLE - 1 W Nozzle, Duct/Appliance (Replaces ANSUL Part# 419347, CAS Part# 419336) A0001266 2 0 34 REMOTE MANUAL PULL STATION 16 - 16 - 419335 NOZZLE - 1 N Nozzle, Plenum/Appliance (Replaces ANSUL Part# 419346, CAS Part# 419335) A0001265 3 0 1 -n . Co 19 - 19 - 419338 NOZZLE - 3N Nozzle, Appliance (Replaces ANSUL Part# 419349, CAS Part# 419338) A0001268 2 0 20 - 20 - 419340 NOZZLE - 245 Nozzle, Appliance (Replaces ANSUL Part# 419351, Part# 419340) A0001270 2 0 LL t� U2co C72M 24 - 24 - 419341 NOZZLE - 260 Nozzle, Appliance (Replaces ANSUL Part# 419352, CAS Part# 419341) A0001271 1 0 25 - 25 - 418569 NOZZLE ADAPTOR - Swivel Nozzle Adaptor (Replaces CAS Part # 418569) A0001274 2 0 26 - 26 - QSA-3/8 QUIK SEAL - 3/8" (UL) 10 0 27 - 27 - QPSA-1/2 PULLEY SEAL - 1/2" Hood Seal (UL) Ansul Part # 423253, Macola # 32-79768 5 0 28 - 28 - S -DET DETECTOR - Series (Scissor Linkage) Ansul Part # 435547/435548 (Old # 417369/434480); Macola # 05-417369 5 0 30 - 30 - ANS-500FL FUSIBLE LINK - 500deg F, R-102 and PIRANHA, Ansul Part # 439232 5 0 34 - 34 - RPS -A REMOTE PULL STATION - Red composite (without wire rope) 434618 (Old Macola #06-4835) 1 0 35 - 35 - PE -LT PULLEY ELBOW - Low Temp. Pulley Elbow, Set Screw Type Ansul Part # 415670, Macola # 11-415671 5 0 36 - 36 - PE -HT PULLEY ELBOW - High Temp Pulley Elbow, Compression Type, Ansul Part # 423251, Macola # 10-45771 4 0 LEGEND — FIRE CABINET ANSUL SYSTEM 1A 1.5 GALLON TANK 1 B 3 GALLON TANK 2 OEM AUTOMAN RELEASE 3 OEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT -A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) 1 F NOZZLE ASSEMBLY (419333) 1 N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR � I I II 24.00" 24.00" 24.00" v 11 II _. _ 11 Ll_ __ _..._. .............................._....................---....--..-__-.......... II II 24.00" 24.00" __........ 1_.___.....-.... J Q I) m M m 0*Q� �O<O w LL �Wz E W VaDO 2 Q 12f ZZ a m ❑ ❑ a- ❑ ❑ C:) Z C0 o CD �o�.o v1 t o CD +o o ❑ E ao p E co - ---------- — — — — — — — — — E� Co X 0 3 X x O J 3 X X O J X D O J X wo O J X O J 0 0)t0 a) r �pLG ............... -................... ....._....................................-.._.__..._..........._......_......._.._............................ 0) CD �Lp - - - - - - ............... AT Job #2957122Fioi _........-.................._.._...-......-............._.................. ................................................... _..._........................._......-__.............................. ....._........................_...--_...................................................................... -< --------------------------------i I 1w I I I ---------------------- --------------- 1-_........__......_._.......------------------.-----.._........._......_...__-_........ .--_----.--.---------_.._ .............................................. ..... .. 1B B ® OO 28 28 O OO 1 N 37.50" 21.50" 34 9129 I-- 14.00" 16.00" 8.00" 56.00" :)0.21.50" 25.00" 18.00" 245 245 260S 2s s° 1NS 1W 53.00" MECHANICAL - 2nd FLOOR PLAN DUCT PROTECTION NOZZLE DETECTOR REMOTE MANUAL PULL STATION REMOVABLE STAINLESS J STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ BRACKET ASSEMBLY 0 PLENUM PROTECTION NOZZLE APPLIANCE PROTECTION NOZZLE OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3-PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROLPANEL TYPICAL ANSUL R-102 SYSTEM LAYOUT NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #: 2957122 Job Name: MARINA ISLE ALF Drawn By: System Size: ANSUL-3.0/3.0 Total FP required: 17 Hood # 1 8`1.00" Long x 54" Wide x 24" High Riser # 1 Size: 14" Dia. Hood # 1 Metal Blow -Off Caps included. Hood # 2 8'0.00" Long x 54" Wide x 24" High Riser # 1 Size: 14" Dia. Hood # 2 Metal Blow -Off Caps included. NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS SPECIFICATIONS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. REVISIONS Iq W W J Q Q O M m 0*Q� �O<O w LL �Wz E W VaDO 2 Q 12f ZZ ❑ m ❑ ❑ ❑ ca ❑ ❑ C:) Z C0 o CD �o�.o v1 t o CD +o o ❑ E ao p E co E x E� Co X 3 X x O J 3 X X O J X D O J X wo O J X O J X 2-1 0)t0 a) r �pLG O 0) CD �Lp i , Z Co -n . Co 0 Co cc m Co Ca �) co > � Co LL t� U2co C72M �=M 02M MECHANICAL - 2nd FLOOR PLAN DUCT PROTECTION NOZZLE DETECTOR REMOTE MANUAL PULL STATION REMOVABLE STAINLESS J STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ BRACKET ASSEMBLY 0 PLENUM PROTECTION NOZZLE APPLIANCE PROTECTION NOZZLE OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3-PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROLPANEL TYPICAL ANSUL R-102 SYSTEM LAYOUT NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #: 2957122 Job Name: MARINA ISLE ALF Drawn By: System Size: ANSUL-3.0/3.0 Total FP required: 17 Hood # 1 8`1.00" Long x 54" Wide x 24" High Riser # 1 Size: 14" Dia. Hood # 1 Metal Blow -Off Caps included. Hood # 2 8'0.00" Long x 54" Wide x 24" High Riser # 1 Size: 14" Dia. Hood # 2 Metal Blow -Off Caps included. NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS SPECIFICATIONS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. REVISIONS Iq W DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 3 a) cc a) Q_ U 0 (.0 a) J Q W M u7 N N a) 0) 0 C:)_ M N ao n 0 v W Z O CL n N M LL 0 3 rn c 0 J 0 N W I— fn m 3 Z M N SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 bite Univers, LLC. NI Ri hIS Reservetl. CONSULTANT W z x Z_ LU N N O Si Wi f` Cp U Z 2QLU m Z p= .Y CN,, •fA U G d ZUJ E Y Uj co j 3 o ZW _j 3 coz � F v Ewa. LQJ PROJECT A W J Q Q O M W 0*Q� �O<O w LL �Wz E W VaDO 0 Q 12f ZZ Q MSI cn 0 a C:) Z G Lti v1 DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 3 a) cc a) Q_ U 0 (.0 a) J Q W M u7 N N a) 0) 0 C:)_ M N ao n 0 v W Z O CL n N M LL 0 3 rn c 0 J 0 N W I— fn m 3 Z M N SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 bite Univers, LLC. NI Ri hIS Reservetl. CONSULTANT W z x Z_ LU N N O Si Wi f` Cp U Z 2QLU m Z p= .Y CN,, •fA U G d ZUJ E Y Uj co j 3 o ZW _j 3 coz � F v Ewa. LQJ PROJECT A W q I4Q�O 0*Q� �O<O w LL �Wz awe°U) M��1 VaDO ZLF- c) o M��IU Q MSI cn a W U_ Z W = (i) W � � 0 O _ SEAL DATE OF SEAL: 07/03/17 X0111111#11 11. ��.• y1C1 lyS� t�' �:. # NO- S609S SIATc op 3 Ll / Nawwafof Ahmad, PE FL - 56095 REVISIONS: # I DATE I DESCRIPTION DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY29,2015 SHEET: M 203 Elite Universal Job No. 08009 F FYMATT.4T FAN TATFnPUATTnN FAN TAG - 1 EF -COOK LEFT DESIGN 2 EF -COOK RIGHT 1 - Ceiling Spring Isolators With Mounting Brackets - RMFI / BMFI 135. 3 EF -DISH 1 - SIF13 - Straight Discharge. Square Duct Connection. 1 - SIF13 - Inlet - Square Duct Connection UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA WEIGHT SONES NO. CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA ENTERING DB ENTERING WB (LBS) LEAVING WB 1 EF -COOK LEFT RMFI135CA 1940 1.750 1880 2.000 0.9950 3 208 5.9 184 19.9 2 EF -COOK RIGHT RMFI135CA 1920 1.750 1877 2.000 0.9870 3 1 208 5.9 184 19.9 3 EF -DISH SIF13DD-SS 700 0.750 1180 1.000 0.2830 1 115 11.6 128 8 MUA FAN IMFORMA TTON — JnhA2 957122 FAN TAG OPTION (Qty. - Descr.) 1 EF -COOK LEFT DESIGN 2 EF -COOK RIGHT 1 - Ceiling Spring Isolators With Mounting Brackets - RMFI / BMFI 135. 3 EF -DISH 1 - SIF13 - Straight Discharge. Square Duct Connection. 1 - SIF13 - Inlet - Square Duct Connection COOLING COIL COOLING COIL COOLING COILCOOLING COIL COOLING COIL COOLING COIL COOLING COIL WEIGHT 1 - Insulation Option for VBank filter section UNIT TAG FAN UNIT MODEL # BLOWER HOUSING CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA ENTERING DB ENTERING WB LEAVING DB LEAVING WB MAU-1 SENSIBLE LATENT SONES NO. TEMP. TEMP. TEMP. TEMP. TOTAL CAPACITY CAPACITY CAPACITY (LBS.) 4 MAU-1 A2 -G12 G12 A2 2761 0.500 734 2.000 0.6810 3 208 5.9 92.0°F 76.0°F 78.0°F 70.7°F 60.0 MBH 41.7 MBH 18.3 MBH 961 18.8 FAN nPTTnN4 FAN UNIT NO. TAG OPTION (Qty. - Descr.) 1 EF -COOK LEFT 1 - Ceiling Spring Isolators With Mounting Brackets - RMFI / BMFI 135. 2 EF -COOK RIGHT 1 - Ceiling Spring Isolators With Mounting Brackets - RMFI / BMFI 135. 3 EF -DISH 1 - SIF13 - Straight Discharge. Square Duct Connection. 1 - SIF13 - Inlet - Square Duct Connection 1 - SIF - Horizontal Overhead Mount - Pre -Installed Mounts (11-36). 1 - ECM Wiring Package - Manual or 0-1 OVDC Reference Speed Control (TELCO Motor), CCW Rotation 4 MAU-1 1 - A 2 Indoor Hanging Option - Includes 2 HSA125 Hanging Spring Isolators per Uni-Strut 1 - Full Crating For Untempered Fans 1 - Insulated Blower Section Size 1-2 Commercial 1 - Separate 120V Wiring Package (Required and used only for DCV or Prewire with VFD) - Three Phase Only 1 - Insulation Option for VBank filter section 1 - Cooling Thermostat, 2 Stage, 10 degree differential. Ships Loose With Untempered Fan. 1 - DX Coil Module -1,500 to 5,300 CFM (5 Ton 2 Circuit Coil) 1 - 5 Ton, 2 Circuit, 208/230V 3 Phase Condenser Kit. 1 - DXM 2-1 Refrigeration Parts Kit - R41 OA FAN ACCF.44nRTR.? FAN UNIT NO. TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 EF -COOK LEFT N U_ r�rTIIW0Q _j O LL a Q co 2 EF -COOK RIGHT to Q M~ V) Z O � Z 3 EF -DISH C:)CO Q U-) 4 MAU-1 YES FANS #1 (EF -COOK LEFT), #2 (EF -COOK RIGHT) - RMFI135CA EXHAUST FAN (8) NUMBER OF 9/16" DIA. HOLES ON A 20 3/8" DIA. B.C. STRADDLING CENTERLINE 1 1/2" 9 7/8" _�_ 9 7/8" 22 3/4" SEALED BELT GUARD 26 7/8" (MAX) 12 1/2" 3/4" DIA. (4) 00.50 MTG. HOLES AIR FLOW MOTOR FAN #3 SIF13DD-SS - EXHAUST FAN (EF -DISH) iff&A I I 2" j- 19" 23 1/8" ACCESS DOOR 21 3/4" O.D. FLANGE 18 9/16" INSIDE DUCT 233/8 41VERSAL MOUNTING BRACKET 1/2" DIA. THREADED ROD ONLY .560" DIA. MOUNTING HOLES SED WITH CEILING VIBRATION ISOLATORS iSED WITH FLOOR VIBRATION ISOLATORS N BE RELOCATED IN THE FIELD AS NEEDED FEATURES: - LEVEL II CONSTRUCTION - UL 762. - HIGH PRESSURE. - STRAIGHT THROUGH AIR FLOW. - WHEELS BACKWARD INCLINED, NON -OVERLOADING. - WHEELS STATICALLY AND DYNAMICALLY BALANCED. - HEAVY GAUGE STEEL CONSTRUCTION. - MULTIPLE ACCESS DOORS FOR WHEEL CLEANING. - BELT TUBES AND GUARDS. - EXTENDED LUBE LINES. - 2" GREASE DRAIN. OPTIONS CEILING SPRING ISOLATORS WITH MOUNTING BRACKETS - RMFI ! BMFI 135. 1/2-7/8" SHAFT DIA. e r7MENU EEFW AIRE�> FLOW 0 10 i • e �- 275/8 ---I 1" 297/8 1" FEATURES: - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) - TWO ACCESS DOORS FOR EASY ACCESS - BACKWARD INCLINED NON -OVERLOADING WHEELS - UL705 LISTING - AMCA AIR & SOUND CERTIFIED - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - DISCONNECT SWITCH - 1" NPT THREADED DRAIN CENTERED IN BASE (SS MODELS) OPTIONS SIF13 - STRAIGHT DISCHARGE. SQUARE DUCT CONNECTION. SIF13 - INLET - SQUARE DUCT CONNECTION SIF - HORIZONTAL OVERHEAD MOUNT - PRE-INSTALLED MOUNTS (11-36). ECM WIRING PACKAGE - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL (TELCO MOTOR), CCW ROTATION REVISIONS V 0 n DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: cc CL 0 CD co N J_ Q W M rn Ln r` N N rn rn X Q u_ 0 0 M N 00 (D 0 �s LLJ Z O _ rn ti ti N M J u_ O O 0 J 0 N W m m U c 3 Z M N SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 4 MECHANICAL - 2nd FLOOR PLAN SCALE: 1/4"=1'-0"01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 Copyright 2017 Site Univers, LLC. All Ri Ms Reserved. CONSULTANT Z9 6O Z= o Z X Z Lai W� �< Q N N O �. W !� W >- ;Nmg'w" Z 0 --' —C'4 z r -n W 7LL.i N cm V $$ W OYv2•H 2 Z z �It � USE o K W E ¢ LUC°DU3 m �0 LU c�cc 3 z r= wa 0-1 PROJECT A W N � LL J > Q Q O M W N U_ r�rTIIW0Q _j O LL a Q co 0 oLLLLU to Q M~ V) Z O � Z Z C:)CO Q U-) DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: cc CL 0 CD co N J_ Q W M rn Ln r` N N rn rn X Q u_ 0 0 M N 00 (D 0 �s LLJ Z O _ rn ti ti N M J u_ O O 0 J 0 N W m m U c 3 Z M N SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 4 MECHANICAL - 2nd FLOOR PLAN SCALE: 1/4"=1'-0"01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 Copyright 2017 Site Univers, LLC. All Ri Ms Reserved. CONSULTANT Z9 6O Z= o Z X Z Lai W� �< Q N N O �. W !� W >- ;Nmg'w" Z 0 --' —C'4 z r -n W 7LL.i N cm V $$ W OYv2•H 2 Z z �It � USE o K W E ¢ LUC°DU3 m �0 LU c�cc 3 z r= wa 0-1 PROJECT A W H I4 Q m 0 ISI Q �O0O W r�rTIIW0Q _j O LL a Q oLLLLU M Q M~ V) ►/I SEAL DATE OF SEAL: 07/03/17 Nawwaf Ahmed, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 204 Elite Universal Job No. osoos ARCHITECTURE - ENGINEERING - INTERIORS 3210 S, Osceola Ave. Orlando, FL 32806 407.325.3550 www,el iteuniversalarchitects.com ® Copynght 2017 Elite Universa, LLC. AI Ri hts Reserved. CONSULTANT Uo Z~ — o z x ZLLI � LL w _ c W Z Cm u�N N C C g E U W N 7 t2) Cp U' V% CO) N CIDCID 'Z Lj- Cp LLI V Y w C , ra) �°'� Z Z W-E�a N C 0 Zo Q �O Z ti r to wa o -j PROJECT C/) J J Z w TV Q �0 J U 0 Lu 00 SEAL DATE OF SEAL: 07/03/17 �xxt+j►1N � rt rg4r. �%%��Af ._ �4S •��www��sw�w� �`I �+ I ` * No. *095 srA?E op I +IO 1! +ewww ORIO'.w�ww '. i wwSM1�►wi1. N.af Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 205 Elite Universal Job No. 08009 W Lu V1 M Q �0<0 W �LL WEE z OQ � LL LL 0 ZH M�ICoZU F Lr) Q H U) C/) J J Z w TV Q �0 J U 0 Lu 00 SEAL DATE OF SEAL: 07/03/17 �xxt+j►1N � rt rg4r. �%%��Af ._ �4S •��www��sw�w� �`I �+ I ` * No. *095 srA?E op I +IO 1! +ewww ORIO'.w�ww '. i wwSM1�►wi1. N.af Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 205 Elite Universal Job No. 08009 F.L rTRrrAL PArrrAr_r.' _ _TnA!l9o�7r19� NO. TAG PACKAGE # LOCATION SWITCHES OPTION FANS CONTROLLED LOCATION QUANTITY FAN TAG TYPE 0 H.P. I VOLT FLA 1 MONITOR DCV -2111 Utility Cabinet Left 03 - Utility Cabinet Left 1 Light 1 Fan Smart Controls DCV EF -COOK LEFT Exhaust 3 2.000 208 5.9 EF -COOK RIGHT Exhaust 3 2.000 208 5.9 Hood # 1 MAU-1 Supply 3 2.000 208 5.9 Inaction n Houser or r-aTemet warn ry Wted Connection to Cellular KK CASlink Monitor and Control - Hood control panel to support communications to cloud -based Building Management System. - Hood Control Panel to allow cloud -based Building Management System to monitor mal time parameters outlined as MONITOR in the points list. Hood Control Panel to allow cloud -based Building Management System to control parameters outlined as CONTROL in the points list. Hood control panel to allow remote changes to system setting such as: VFD Frequencies, ECM speeds, temperature set points, fan and wash schedules, etc MONITORING AND CONTROL POINTS LIST DCV Packages Function Roan Temperare MONITOR Duct Temparalure(s) MONITOR MUA Dlsdrarge Temperature MONITOR Kitchen RTU Dectiarge Temperature MONITOR Fan Speed MONITOR Fan Amperage MONITOR Fan Parer MONITOR VFD Faults MONITOR Controller Faults MONITOR Fan Faults MONITOR Fan Status MONITOR PCU Faults MONITOR PCU Fitter Clog Percentages MONITOR Fre Condition MONITOR CORE Fre System MONITOR Bulding Pressures MONITOR Prep Tinne Button MONITOR & CONTROL Fans Button MONITOR & CONTROL Lights Button MONITOR & CONTROL Wash Button MONITOR & CONTROL MECHANICAL - 2nd FLOOR PLAN Be Packages Function Roan Temperature(e) MONITOR Duct TenpereWre(s) MONITOR MUA Discharge Temperature MONITOR Kitchen RTU Discharge Tamperahm MONITOR Controller Faults MONITOR Fan Faults MONITOR Fan Sewn MONITOR PCU Faults MONITOR PCU Fltar Clog Percentages MONITOR Fire Condition MONITOR CORE Fire System MONITOR Suldlrg Pressures MONITOR Fans Bultm(s) MONITOR & CONTROL Lights Butlon(s) MONITOR & CONTROL Wash Button MONITOR & CONTROL Joe NO Nu� DCV -2111 DESCRIPTION OF OPERATION: 2957122 INSTALL Ds 9W C*r&d VS gaft%w/mftd lbr2 EDW Fww I a ppy Fm. E*mwt an b Fhe, Llfb aur inFte. F-.WWb bred an dud W pw h- INVM;rrM DUTr NAIL TIaiEE PHASE MOTORREQUIREDI Fban bmpesw•.. ao sNppw I— for Red mmtlbwn Vdrcy dWeaw bk•• WD "Md., addaar aataoue applyr MARINA ISLE ALF cin°° amoOede 50 fat M11@077 ECP #1-1 t CONTROL PANEL BREAKER PANEL TO CONTROL PANEL Load Wring --J.919AEg:-_ - FAN: RA fig 04 W. logo Responsibility: Electrician SM -3 -- n"O -- - T: 2011V TO FACTORY TEMPERAIDIZrt� 1 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED -- O'O E 9-- - DUCTSENSOR WIRE TO SENSOR. MOUNTED IN EXHAUST DUCT RISER 1 BREAKER PANEL CONTROL PANEL VFD QUICK CIM - AL- MR CONNECTOR - 4guijW a_ - CONTROL PANEL - - - - - - - - - - - - - --- 4 --�L ---�-- - II BREAKER TPN -------------- TO DUCT SENSOR-____ - FOS2 120 V _ 4w- MUST HAVE ITS OWN CONDUIT SENSOR MOUNTED IN EXHAUST DUCT RISER 1 b 15A ------------- DO NOT SHARE CONDUrn CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER. CONTROL PANEL ------------- --- 96-7 REMOVEJUMPER TO � -� ----- --�f' POWER. SWITCH #1 DAMPER 1ST HOOD BREAKER SHARED WI CONTROL MAKE UP AIR IN MUA #1 PSP SENSOR SENSOR MOUNTED IN SUPPLY PLENUM. PSP TEMP ITCH ---_----_-- --------Jai PROVING -_---_------ BREAKER 3PH------- ---- a%_ INTERLOCK TEAMNAL NAMES CONTROL PANEL LOW VOLTAGE CONNECTION FOR - - - - - - - - - - - - - --�1 �V----__----- DAMPER INTERLOCK. SHOULD DOWrAPPLY MCA: 7.4A --------------- urs• HAVECONTINUITY WHEN DAMPER IF Lau BY OTHERS TO S .----- - F1f, -- -+SY'� IS PROVEN OPEN. AC -PSP SENSOR SENSOR MOUNTED IN AC PLENUM. AC TEMP 0 MOCP: 15 A NOT REQUIRED FOR ALL UNITS. EF-COOKL SM -1 SEE MAKE-UP AIR SCHEMATIC. WIRE TO VFD QUICK CONNECTOR THE FOLLOWING CONNECTIONS --------------- ..LIFE- MAY OR MAY NOT BE BREAKER 3PH---------------J2fE. REQUIRED BASED ON JOBSITE 206 V _-�v. SPECIFICATIONS MCA: 7.4 A 10 -------------- CONTROL PANEL TO ACCESSORY ITEMS sHutcaL MOCP: 15 EF -COOK R SM -2 Res CONTROLPANEI. ------ TTQSHUNTgQl Jo- Responsibility: Electrician SIGNAL FOR --- NrRALFRQM1vr QoLL. ----J WIRE TO VFD QUICK CONNECTOR NTR L PANEL COMPONENT EXTERNAL ST TERMINAL IS ENERGIZED if --------------- ung` SHUNT TRIP IN FIRE CONDITION. BREAKER 3PH MICROSWATCH I 2DSV--------------- IN€ 4=1 CONTROLPANEL GIP :NO CONTROL PANEL MCA 7.4A ---------------Jolt€ TO DEF ------_-- COMMON -_ �-------------- - NST, SPARE FIRE -------NORMALLY QPEti MOCP: 15A MAU-1 SM -3 FIRE SYSTEM wllLri'T�i iX�MM3N ---_J SYSTEM DRY SPARE CONTACTS WILL MAKE C2 TO 1� MICROSWITCH AR2 WHEN SYSTEM IS ARMED. THEY WARE TO VFD QUICK CONNECTOR WIRE ARI O NORMALLY CLOSED (2). CONTACT ARE USED TO DISABLE EQUIPMENT Cl O ARI SHOULD HAVEOR PROVIDE SIGNALS. (NOT FOR CONTINUITY WHEN ARMED. MS-1:NO IPF BUILDING FIRE ALARM WHICH MUST BE VARIED DIRECTL TO THE ANSUL ------------ i - 1 ALARM INITIATING SWITCH LOCATED • IF MORE THAN ONE r- --J IN ANSUL AUTOMAN) FIRE SYSTEM, WIRE MS -2 -No O BREAKER PANEL TO FANS wsERIESAssHowN 15 L- :U9, QN CONTROL PANEL -_____-__ cQMM Responsibility: Electrician -------------- ---N J DRY CONTACT-------NORMALLYQPEN __ BREAKER PANEL FA ON/OFF WITH - CQMMON SUPPLY FAN ----_--NORMALLY OPEN -_ CONTROL PANEL ALL SWITCHES FACTORY WIRED GROUP I SPARE CONTACTS WILL MAKE _ TO J4 CAT -5 CONNECTION COMMON TONORMALLY PLY RMAAN LON�N 17 SWITCHES CONTROL PANEL TO FANS ocvBPFED ____ U Responsibility: Electrician HOOD LIGHTS LIGHTS D-10VOUTPUT- - - - - - - - - - - - - -- OSMS CONTROL PANEL-_-------_-�i9�J<I ON WIRE TO EGPM03 TERMINALS. CONTROL PANEL FANS TO --_-------- + IM - CONFIGURABLE OUTPUT. HOOD LIGHTS ----------- GREFMN ----_1 (TOTAL) SEE ECPM03 OWNERS MANUAL „ FAN: 01 EF -COOK L Load WWg _Jd)OCNEg.L- - --{/b FA: is 1400WMAX WIRE TO J43OX ON TOP OF HOOD VFD ANALOG------------- SM-1--ytlJrrryt rr=- ----- --1 w 2ttt T: sov atovaUTPur------------- TO BMS - WIRE TO=-LP19NrdLL- _--_- --.p/b COMMNAL STRIP. CAT -5 ETHERNET CONNECTION ROUTER i PROPORTIONAL TTO VFD O FREQUENCY VFD OUICK - - - - - -F=jL --.RE CONTROL PANEL - _� (EACH VFD) SEE VFD OWNERS MANUAL. CONNECTOR WIRE TO TO - BMS SWITCH MUST HAVE ITS OWN CONDUIT DISCONNECT WORLD WIDE MOD DIRLE. SEE E CAS COMMUNICATION CONTROL PANEL 'b DO NOT SHARE CONOtM71 WEB MODULE.OR FURTHERILINK OWNERS TO -------------- -�� FAN: 02 EF -COOK R MANUAL FOR FURTHER INSTRUCTIONS. plom Load Wring _-M?QJFAI_ RA. ss EXTERNAL SIGNAL SWITCH THROUGH BMS SM -2 - 1°"O urOx - -_-__ •Cly 401 WILL ACTIVATEZONEI FANS AND WIRE TO - '+=+I4g' _- fib T" �V CONTROL PANEL - SWIG LIGHTS ----- ----nu---- - - - VFDQUICK---9L%W - ----- --�)I TO wl�mmmw - -J 23 CONNECTOR WIRE TO KITCHEN TEMP SENSOR MOUNTED IN ROOM AWAY ROOM TEMP MUST HAVE ITS OWN CONDUIT DISCONNECT SENSOR FROM HEAT SOURCES. SEE MANUAL _ DO NOT SHARE CONDO n 26 UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AWG. 1 J9 120V WH a 1121113 -- CONTROL INPUT BK _ 120V Hl =LINE, DAR BK N1=NEUTRAL, 15A BREAKER. DO NOT CONNECTTO SkE 2 SHUNTTRIP + 24 BK -- BREAKER. SEE PS -01 DC INSTALLATION C BK SCHEMATIC FOR ADDITIONAL REQ. PANEL LID I G� - R � z z x 09 3 4 1 IUi� fi •"� •:ult• �=�� Y) _ •1=+Ile a a.� •Pal• r , -.y- IA711 E.9711 C� � •7s:• [•Pj� 4l t_ w /�l �Cl13�I�-• 7 MOUNT IN ECP DOOR. 12DV AUDIBLE ALARM RA -1-2 2 H1 N1 MF AUDIBLE HARM ACTIVATES IN FITS. MAKE UP AIR INTERLOCK. PER 8 J10 ECPM03 9 / AirElkndlaa 00.,1..,. JOB 2957122 - MARINA ISLE ALF W DRAWING NUMBER A2957121-4 SHIP DATE 4111,2017 MODEL AN -41M2 w_j ATTENTION ELECTRICIANI Installed ODtlim DROP FOR DISCONNECT CONNECTION O IS FACTORY SUPPLIED W CONNECT POWER TO THE DROP L.L ' A DCV/VFD Wkhg 1 V /I kBK2 --- BK MT -01R -- C) BK CV 5F�W11 \�� N O. z -QXI N1 'mAMPa FOR CotrrROL�a ranrc 0 3 SRr$1 Z LL Component ldenB&atlon 0z (MAY NOT BE NEEDED DEPENDING ON OPTIONS) Abel Dom. Location Co IF DCV IS NOT PRESENT, RD AND WH WIRES FROM DATE: 4/11/2017 SEPARATE 120VAC SOURCE 4 2957122 DRAWN MT -01 Supply motor [2) 5 S SCALE: 7 3/4" = V-0" b 9 SW -M Mein disconnect aalch [2) 10 TS-0&WATHOUT DCV (Outdoor Air) TS -06 -WITH DCV (Outdoor Air) INK 2nd Stage Coolingan i - -C•P (riot used) (Y2) # Step '* Cep (fit Deed)°o°1"g (Y2} to Stege Coding (Y+) I- 1stStage=)i , ) Cap(not used) I --Cap (fld r8ed)�(Y t�(�-----_ Fmm Compaw2WM L--------------- FrDar cDnpe.erza 12 F.Riftlhft011- (R) TS -06 CooligTherrxmW (i1) 13 14 15 T INFO 15 SUPPLY 2HP .9 17 1s ELECTRICAL INFORMATION MOTOR Ciim; iI 7'37 CONTROL CIRCUIT MCA 1.11A MOTOR CIRCUIT MOP: 15A 19 CONTROL CIRCUIT MOP: 15A 20 21 NOTES ---- DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR 22 BK -BLACK YW-YELLOW BL -GLUE GR - GREEN GY-GRAY Y1 <.: ... PR -PURPLE RD -RED PK -PINK WH - WHITE I FACTORY WIRING MOTOR POWER CIRCUIT SCHEMATIC NOTE: IF VFD HAS 1PH 240V INPUT, USE Lt & L2 ONLY. CIRCUIT BOARDS IF VFD HAS 1PH 12UV INPUT, USE L1 & N ONLY. ECPM03 • MTR EF-COOKL DCV Rev. 2.00 14AWG FLA 5.9 HMI Rev. 2.00 3 PH O Urrl HP: 2'� P1o0: 01 RA. RD -X 208 V Vrr2 P701: WA cowl 15A W173 P102:0.0 �YY AC REELLAAY - W� to (;tt P103:67.1) P167: 00 NO _CORE Ll .'® DC+ + RJG1 Cd•pp L2 P1981: WA COL DG //��sa� O 1311 P150:01 Cal OOY 11 ® 1 VFD: ESV152NO2Y11B571 P194:225 �`•a!! P410: 11 Twiebd MTR: EF -COOK R COMPONENT LIST Pak 14 AWGT._ FLA-'5.9 I.��. DESCRIPTIOtI 3 PH HP: 2.000 ST -X Z -W Pioo: 01 FNraAr 208 V PIOl:N/A OL -X Wabad 15A P102:0.0 Fkl.M NOTE NI flan on ECPM03 J3 line m be daily cl shnsd ORP103:67.1 C -X Rtwiw hum ae component m the rued, wsh EOL120A at and P107: 00 p8-1 Pone SCP ZNDC of li e. PlacePR EOL120A in enyty RJ45 port. P1oa: 84 PILMOPI32NVC P131: WA RAX 120V RaryDPDr ECPM03IDAISY CHAIN P150: 01 O P167:60.0 Ptt34.i10.01st VFD: ESV+52NO2YXBb71 P194: 225 P410.12 MTR: MALL? M. 24VDC Light R•ey FLA,Rt3411D01ss0 Or Rr 3 PH 14 AWO jVrr2 1 : 2.000 TS -x r4tq(hanno at P1oo: 01 1 1 1 -2 1 208V "All P101:WA 15A T3 P102: 0.0 2 2 OR P103:80.0 P107: 00 P,08: a4 P131: WA M P150: 01 P167: 60.0 VFD: ESV1S2NO2Y0571 P194:225 P410:21 AA -2 AudaaAlarm AN SCEs ll RJCx RA5tDTwlk Pat PNR.NS-MWIN SCOW COMi CASUnk MODULE RLCOMMt1 DRY CONTACTS (SHOWN DE -ENERGIZED) 14AWG RA -1-1 - 14AWG RA -2-1 14AWG RA -2.2 LEGEND FACTORYW FLIM W SUICK YW-YELGN E. -311E GY-GREY BR, BMW PRPURPLE C R-ORAN(GE FD R00 WH-VIIHI E GR-GREN OROL-ORBLSDZPE BU DDSLROSTRFE RDIGN-(RD IGNISTRIPE WFIBL-NkVBL31RPE D -and COMB VwaWbn. w/ rand rs2 EMmwt Fain.1 Supply Fan. BXtmet an In Re. Ligbb out In Fte, Fan modWata lewd on duct bmpontun; INVERTER DUTY THREE PHASE MOTOR NEQuREDI RDom lwrpwaalp wnmahlpped lmaelurhad InsarwnVamI dbsmr• tetwm VFD and Motor, added i Cost coma aspy rcdteee. armada sO REVISIONS W ILE F_7". ) Y LP Q U O (0 N _J cQ G W M 0) LO N N y rn C X 3 UL O_ Q co N CD = CD O : LU II� Z O= \Y tit Ii [` _O c�) IL J UL 0 0 3 t� C J O N W t- ( m 7 C _ Z rn M N MASTER DRAWING SHEET NO. 6 SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteu niversalarch itects.00m ® Copyright 2017 Bite UnNersa, LLC. All Ri hte Reserved. CONSULTANT V2 X Z Lu 2 LLL w W zNNo O W - C9�MNoo'u�' _ N W � L� r- cm �wa'`M�a'�r Z as cc coc' W`2.2 LV V Z - L) 3 LU 0 CLO M 3 $ CO z co r� H _ I y wit PROJECT A W w_j Q d' Q O CM W N L.L ' A E LL O V /I Z � C) 0 V \�� N O. z 0 Z LL 0z 2 U-) Co DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = V-0" MASTER DRAWING SHEET NO. 6 SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteu niversalarch itects.00m ® Copyright 2017 Bite UnNersa, LLC. All Ri hte Reserved. CONSULTANT V2 X Z Lu 2 LLL w W zNNo O W - C9�MNoo'u�' _ N W � L� r- cm �wa'`M�a'�r Z as cc coc' W`2.2 LV V Z - L) 3 LU 0 CLO M 3 $ CO z co r� H _ I y wit PROJECT A W I� u 00 u NN F� L 1. 000 LL co LL O Z � 0 V i� L0 Q � CO SEAL DATE OF SEAL: 07/03/17 XF *l�11t1liifl�d��tNt ,�,4� • eeaas•rea4rrI A. #Nae S609S =�^ ar 'J2. {rw�� i STA Tg R1101"I 4F, If (� aaV+•.areae ,4 L NawwafAhmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY29,2015 SHEET: M 206 Elite Universal Job No. 08009 Demand Control Ventilation Hood Control Panel Specifications: - Controls shall be listed by ETL (UL 508A) and shall comply with demand ventilation system turndown requirements outlined in IECC 403.2.8 (2015). - The control enclosure shall be NEMA 1 rated and listed for installation inside of the exhaust hood utility cabinet. The control enclosure may be constructed of stainless steel or painted steel. - Temperature probe(s) located in the exhaust duct riser(s) shall be constructed of stainless steel. - A digital controller shall be provided to activate the hood exhaust fans dynamically based on a fixed differential between the ambient and duct temperatures sensors. This function shall meet the requirements of IMC 507.2.1.1 A digital controller shall provide adjustable hysteresis settings to prevent cycling of the fans after the cooking appliances have been turned off and/or the heat in the exhaust system is reduced. A digital controller shall provide an adjustable minimum fan run-time setting to prevent fan cycling. - Variable Frequency Drives (VFDs) shall be provided for fans as required. The digital controller shall modulate the VFDs between a minimum setpoint and a maximum setpoint on demand. The duct temperature sensor input(s) to the digital controller shall be used to calculate the speed reference signal. - The VFD speed range of operation shall be from 0% to 100% for the system, with the actual minimum speed set as required to meet minimum ventilation requirements. - An internal algorithm to the digital controller shall modulate supply fan VFD speed proportional to all exhaust fans that are located in the same fan group as the supply fan. - The system shall operate in PREP MODE during light cooking load or COOL DOWN MODE when sufficient heat remains underneath the hood system after cooking operations have completed. Operation during either of these periods will disable the supply fans and provide an exhaust fan speed that is equal to the minimum ventilation requirement. - A digital controller shall disable the supply fan(s), activate the exhaust fan(s), activate the appliance shunt trip, and disable an electric gas valve automatically when fire condition is detected on a covered hood. A digital controller shall allow for external BMS fan control via Dry Contact (external control shall not override fan operation logic as required by code). - An LCD interface shall be provided with the following features: a. On/Off push button fan $ light switch activation b. Integrated gas valve reset for electronic gas valves (no reset relay required) c. VFD Fault display with audible & visual alarm notification d. Duct temperature sensor failure detection with audible & visual alarm notification e. Mis-wired duct temperature sensor detection with audible & visual alarm notification f. A single low voltage Cat -5 RJ45 wiring connection g. An energy savings indicator that utilizes measured kWh from the VFDs System Design Verification (SDV) DUCI r I I ROOM TEMPERATURE SENSOR INTERFACE Sequence of Operations: The hood control panel is capable of operating in one or more of the following states at any given time: - Automatic: The system operates based on the differential between room temperature and the temperature at the hood cavity or exhaust duct collar. Fans activate at a configurable temperature differential threshold. Depending on the job configuration each fan zone can be configured as static or dynamic. These terms refer to whether a variable motor (such as EC Motors or VFD driven motors) modulate with temperature. If the panel is equipped with variable speed fans and the zone is defined as "dynamic", these will modulate within a user -defined range based on the temperature differential. Panels equipped with variable speed fans and a fan zone defined as "static", fans will run at a set speed calculated for the drive. Demand control ventilation systems are capable of modulating exhaust and make up air fan speeds per the requirements outlined in IECC 403.2.8. Manual: The system operates based on human input from an HMI. - Schedule: A weekly schedule can be set to run fans for a specified period throughout the day. There are three occupied times per day to allow for the user to set up a time that is suitable to their needs. Any time that is within the defined occupied time, the system will run at modulation mode and follow the fan procedure algorithm based on temperature during this time. During unoccupied time, the system will have an extra offset to prevent unintended activation of the system during a time where the system is not being occupied. - Other: The system operates based on the input from an external source (DDC, BMS or hard -wired interlock) If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and Installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolve a discrepancy that is a field issue, the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. �% GREASE DUCT SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "DW" IS LISTED TO UL -1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "DW' DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "DW" HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16" PER 12", HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12". DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL -2221 LISTED DOUBLE WALL GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW- 2R, 3R, OR 3Z" ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. CAPTIVEAIRE SYSTEMS RECOMMENDS THE USE OF LISTED, PRE -FABRICATED ROUND GREASE EXHAUST DUCT TO REDUCE STATIC PRESSURE IN THE SYSTEM, MINIMIZE INSTALLATION AND INSPECTION TIMES, AND ENSURE DUCT IS LIQUID TIGHT VERIFY CEILING HEIGHT HEIGHT REQUIRED TO VERIFY THAT HOOD FITS SPACE AND TO SIZE THE ENCLOSURE PANELS HVAC DISTRIBUTION NOTE IT IS RECOMMENDED NOT TO INSTALL HIGH VELOCITY DIFFUSERS OR HVAC RETURNS WITHIN TEN (10) FEET OF THE EXHAUST HOOD. PERFORATED DIFFUSERS ARE RECOMMENDED. CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ QIr:NATI IRF Your Title Date REVISIONS " N n IV i I DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" ca �pQ U C3 0 (1) Q w M rn I, - C14 N rn rn Q LL 0 0 M N 0 cD r; 0 S di Z O rn n r` N M J ILL 0 0 3 rn C: 0 J CD N LU Ir— U) in .0 U c Z 0 M N MASTER DRAWING SHEET NO. 7 MECHANICAL - 2nd FLOOR PLAN SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copoght 2017 Bite Universal, LLC. Al Rights Reserved. CONSULTANT w Z Ua Z~ o z X Z C'!) Z Z N N O E - N W >C;C'73LCO, w� Z L` LL _^ N C c N Z N �o W OY v�•y a Z Y�01 `.'.-y �a' W r, 2 m N :EE`, = wm ccoU3 ZCIDwo��n 3 g CD m C r v Z �Wa LQJ PROJECT A > LL J Q ti Q O F� Q IW O �O<LL LU a) U_ r�rTffW0Q O E LL rM Va-O U) LL0 U a: L0 < 00 z a O Q M Q DATE: 4/11/2017 DWG.#: 2957122 DRAWN BY: SCALE: 3/4" = 1'-0" ca �pQ U C3 0 (1) Q w M rn I, - C14 N rn rn Q LL 0 0 M N 0 cD r; 0 S di Z O rn n r` N M J ILL 0 0 3 rn C: 0 J CD N LU Ir— U) in .0 U c Z 0 M N MASTER DRAWING SHEET NO. 7 MECHANICAL - 2nd FLOOR PLAN SCALE: 1/4"=1'-0" 1 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copoght 2017 Bite Universal, LLC. Al Rights Reserved. CONSULTANT w Z Ua Z~ o z X Z C'!) Z Z N N O E - N W >C;C'73LCO, w� Z L` LL _^ N C c N Z N �o W OY v�•y a Z Y�01 `.'.-y �a' W r, 2 m N :EE`, = wm ccoU3 ZCIDwo��n 3 g CD m C r v Z �Wa LQJ PROJECT A `W l H ti LLJ 045AC, F� Q IW O �O<LL W r�rTffW0Q O M~ LL rM Va-O LL0 U 00 L0 < 00 a � ►i J � U H zo U 0 O s SEAL DATE OF SEAL. 07/03/17 �`,•��M.�eaar*�.I�,7 Ir, r ,»NO S609S do NawwafAhmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 207 Elite Universal Job No. 08009 ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Elite Universal, LLC, At Rights Reserved. CONSULTANT OZ ci Z~ J —o V) Z 2 LL w _ 1 L Q N N C C m W02 W Z L C7 (n JNood c z a Lu :;-,*t Om z `�4 .2'y a� Z() W w z�e�rn»=��ir W c., co N Z om caoU3 m wo�ia 3U co 2UJIL 0 PROJECT A ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UNLESS PROVIDE ANGLES SIDE TAKE -OFF FITTING - EQUAL SPECIFICALLY SHOWN OTHERWISE DUCT SEALER AT SPIN AT TOP AND SIDES TO FLEXMASTER STO (22 GA. MIN.) MAX. 15' TRANSITION 0.25 D COLLAR CONNECTION ADJUSTABLE CLAMP TO MAIN DAMPER WHERE SPECIFIED ROUND DUCT UPPER ATTACHMENT PER SMACNA SUPPLY DUCT SIZE AS CAULK (TYPICAL) RECTANGULAR DUCT 3 MAX. SAG 1/2* PER FOOT SHOWN ON PLANS ACCESS DOOR o T If u_ w TO AIR ° BETWEEN SUPPORT POINTS LO } VALVE -� a MAXIMUM D/8 OFFSET �) >< ALLOWED IN LAST D INCHES VOLUME DAMPER N TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER SEE NOTE 3 LOWER ADJUSTABLE CLAMP STAINLESS STEEL VOLUME DAMPER WITH LOCKING QUADRANT AND 2" STANDOFF NECK SIZE TO MATCH DUCT SEALER FLEX DUCT SIZE INDICATED INSULATE TOP PANEL OF LAY -IN DIFFUSER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN CAM LOCK LATCH PRODUCTS COMPANY MODEL 3200 -DS. 1 l� CEILING (T -BAR SHOWN) AIR DISTRIBUTION DEVICE, SEE PROVIDE CEILING ACCESS FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT GYPSUM BOARD SIMILAR SCHEDULE. LAY -IN SHOWN- PANEL FOR DAMPER ACCESS PROVIDE INSULATED METAL o MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS SURFACE MOUNT SIMILAR IN NON -ACCESSIBLE CEILINGS PANEL ON UNUSED PORTION AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT NOTES: OF LOUVER. CAULK EDGES �� EVERY 3'-0" FROM STRUCTURE. AIR TIGHT. 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. } 0 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 3. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES PER SMACNA FIGURE N 3-10. 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED. ELBOW RADIUS SHALL BE NO LESS THAN R/D=1.0. 1 DUCT CONNECTION TO LOUVER 2 DUCT CONNECTION DETAILS 3 FLEXIBLE DUCT INSTALLATION DETAIL NTS NTS NTS SEAL INSULATION JOINTS AND DRAWBAND ON OUTSIDE OF STRAP OR ANGLE BREAKS IN VAPOR BARRIER INSULATION AROUND JACKET MAX. 60"�I -- SEE NOTE 3 OVER 60" ---� WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) DRAWBAND ON FLEXIBLE THRSPRING AND NEOPRENE DUCT (INNER SLEEVE) HANG RERO VIBRATION ISOLATOR (TYPICAL) INSULATION AND JACKET a Z N '- a I OUTSIDE AIR DUCT MAIN DUCT N GALVANIZED FLEXIBLE DUCT N HANGER STRAP ALL THREAD ROD RETURN DUCT UNISTRUT OR CONNECTION TO ANGLE IRON I M STRUCTURE ABOVE IOII STRAP HANGERS TRAPEZE HANGERS 10 GAUGE STEEL WIRE HANGER (TYPICAL)C SCREWS TYPICAL CONTINUOUS HANGER STRAP 1" MIN AROUND DUCT HANGER FLEXIBLE DUCT CONNECTION (TYPICAL) OOBUMVDDWW/LOCKING NOTES: BAND 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE HANGER / 1 1/2" MIN BUTTERFLY DAMPER WITH BRACED BY ANGLE. FOR CROSS SECTION AREA RODS STRAPS SUPPLY DUCT LOCKING QUADRANT OPERATOR MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. WATER BASE DUCT SEALER ow SPIN IN FITTING BETWEEN FLEXIBLE DUCT AND 2. CUTTING AND PATCHING SHALL BE LIMITED TO A 36" DIA. MAX. FLOAT SWITCH TO INTERRUPT SHEETMETAL DUCT (APPLY SEALER MINIMUM AS REQUIRED FOR PROPER INSTALLATION. POWER WHEN WATER TO BOTH SHEETMETAL AND INSIDE ACCUMULATES IN PAN INSULATION AS SPECIFIED OF FLEX PRIOR TO ASSEMBLY) 3. REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. HANGER BAND REFRIGERANT LINES GALVANIZED STEEL AUXILIARY NOTES: OVERLAP FULL DISTANCE OF NECK 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS CONDENSATE PAN 3" MINIMUM 1" INSULATED ALL SIDES CONDENSATE LINE SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION TO MAIN MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL BAND DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT -H. 36" DIA. MAX. 4 FLEXIBLE DUCT CONNECTION DETAIL 5 TYPICAL HANGER DETAIL 6 TYPICAL SUSPENDED AHU DETAIL NTS NTS NTS SUPPLY AIR DUCT FIN.CEILING PROVIDE RADIA11ON OR FIRE DAMPER AT ......... < . .. '................ «.............:::::::::::"'-- :. CEILING PENETRATION SIZED AS FOLLOWS: FIRE DAMPER WITH (0-600 CFM) -12"x12" (601-750 165 F FUSIBLE LINK CFM) -12"x14" (751-950 CFM) -14"x14" AND VOLUME ADJUSTMENT (951-1500 CFM) -16"x16" 12 GAUGE STEEL WIRE ROD CLEVIS FLEXIBLE CONNECT10N (TYPICAL 4 PLACES) ATTACH CHANNEL TO DUCT AND 16 MSG. 1 1/2" SUPPORT FIRE DAMPER WITH 3/16" BOLT RETURN AIR DUCT CHANNEL ADJUSTABLE TO do NUT (2 PER SIDE), TYPICAL I BOTH SIDE OF DUCT DROP 16 SING WIRE 0 JOIST \`� THERMAL BLANKET11 3/4" INTERIOR WALLINSULATION INSULATION 2 3/4" O % .... ... .... .... .... .... :::::::::: AHU 2 9/16" MAX DRYWALL CEILING GRILLE OR DIFFUSER FLEXIBLE CONNECTION 1" MIN. TYP. C VIBRATION ISOLATION NOTES: 1. DAMPER SHALL BE U.L CLASSIFIED UNDER U.L STANDARD 555. SHIELD C c 2. THERMAL BLANKET INSULATION SHALL BE U.L CLASSIFIED UNDER U.L STANDARD 555. PIPE CHASE (SEE DETAIL THIS SHE 3. APPLIES TO DIFFUSERS RETURN GRILLES & TRANSFER GRILLES PENETRATING RATED CEILING. PIPE jj 4. NECK SIZE MUST BE SMALLER THAN CEILING OPENING SIZE. FIN.FIAOR 'C'CHANNEL SUPPORT AS REQ'D 7 VERTICAL AHU MOUNTING DETAIL 8 RADIATION DAMPER DEVICE SUPPORT 9 PIPE SUPPORT DETAIL NTS NTS NTS ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Elite Universal, LLC, At Rights Reserved. CONSULTANT OZ ci Z~ J —o V) Z 2 LL w _ 1 L Q N N C C m W02 W Z L C7 (n JNood c z a Lu :;-,*t Om z `�4 .2'y a� Z() W w z�e�rn»=��ir W c., co N Z om caoU3 m wo�ia 3U co 2UJIL 0 PROJECT A w M~Q�� .)080 W EEQ �I?LLLL do o 00 0 LL �'.�<M~ Q U J = W U p W SEAL DATE OF SEAL: 07/03/17 NawwafAhmad, PE r.,. FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 501 Elite Universal Job No. 08009 TURNING VANS ACTUAL SIZE OF DUCTS "C" AND "D" CONTINUED INTO CENTRAL. TAPER PIECE ADJUSTABLE SPUTTER DAMPER ON LOW AND MEDIUM PRESSURE SYSTEMS ONLY 3" CORNER MINIMUM NOTES: 1. DIMENSION "A" IN INCHES, DIMENSION "B" IN FEET. 2. DEPTH OF "C" AND b" WILL BE THE SAME. 3. PROPORTION SPLIT ACCORDING TO CFM IN EACH BRANCH. 4. OMIT SPLITTER DAMPER IN DUCTWORK BETWEEN AHU SUPPLY FAN AND TERMINAL BOX INLET. System No. W—L-7032 F Rating --1 Hr (See Items 2 and 3) T Ratings --0 Hr (See item 2 and 3) L Rating at Ambient --less than 1 CFM/sq ft L Rating At 400 F --less than 1 CFM/sq ft SECTION A -A 1. WALL ASSEMBLY --THE 1 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE 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. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD. GYPSUM --ONE LAYER OF MIN. 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 7 IN. 2. STEEL VENT DUCT --NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 18 (OR HEAVIER) GALVANIZED STEEL DUCT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITH IN THE FIRE STOP SYSTEM. AN ANNULAR SPACE OF MIN. 0 IN, (POINT CONTACT) TO MAX. 1 IN. IS REQUIRED WITH IN THE FIRE STOP SYSTEM. DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL --CAULK OR SEALANT-- MIN I IN. THICKNESS OF FILL MATERIAL APPLIED WITH ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT THE POINT OF CONTACT LOCATION BETWEEN DUCT AND WALLBOARD, A MIN. 1/2 IN. DIAM. BEAD OF SEALANT SHALL BE APPLIED AT THE WALL BOARD/DUCT INTERFACE ON BOTH SURFACES OF THE WALL ASSEMBLY. 1 1 SPLITTER DETAIL 2 THRU WALL DUCT PENETRATION DETAIL NTS I I NTS FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK: SUSPEND WITH PROPERLY SIZED CONCRETE INSERTS FOR METAL ROOF DECKS: (UNIT PRESSURE + 2") OR EXPANSION ANCHORS SUSPEND FROM STRUCTURAL STEEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL .,...o ,. STEEL ELEMENTS. DO NOT INSTALL INSERTS OR THREADED BEAM CLAMP ANCHORS IN THIN PORTIONS HANGING ROD OF CONCRETE NOTES: 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. 3. TRAP CONDENSATE AND DISCHARGE ONTO ROOF. 4. CONDENSATE WILL FLOW INTO NEAREST DOWN SPOUT AND CONNECT BELOW GRADE TO THE SITE STORM RETENTION SYSTEM. SUPPORT FAN FROM FACTORY MOUNTED BRACKETS CEILING EXHAUST GRILLE 3 CONDENSATE DRAIN DETAIL 4 CEILING MOUNTED EXHAUST FAN DETAIL NTS I NTS FASTENER QUANTITY TABLE LENGTH OF SIDE QUANTITY LESS THAN 12" 1 PER SIDE 12" TO 24" 2 PER SIDE 24" TO 36" 3 PER SIDE DOWN EQUIPMENT ON ALL SIDES WTI IH MINIMUM r14 SCREWS AND GASKETED WASHERS. FOLLOW TABLE FOR QUANTITY OF SCREWS PER SIDE TO USE BASED ON LENGTH OF SIDE TO BE SECURED. 5 GROUND MOUNTED EQUIPMENT TIE DOWN DETAIL 6 NTS NTS INSULATE ENTIRE LENGTH OF SUCTION LINE INSIDE PROVIDE CAULK AT CONDUIT ENTRANCE OR PACK WITH ROCK WOOL. SLAB FOOTER AIR FLOW OUTSIDE FLEXIBLE CONNECTOR WITH GROUND STRAP (TYP.) NEOPRENE GROMMET AND SHAFT SLEEVE SECURED WITH STEEL WASHERS & NUTS ON BOTH SIDES OF EACH MOUNTING BRACKET (TYPICAL -4) DO NOT SUPPORT FAN FROM CEILING 45' BEND ROUTE CONDUIT UNDER SLAB PVC CONDUIT WITH SOLVENT WELDED JOINT. 4" DIAMETER FOOTER AND COMPACTED FILL. FOR ONE SET OF LINES. 6" COMPACTED FILL SHALL BE AT DIAMETER FOR UP TO 3 SETS 4" LIFTS TO GRADE. SLOPE MIN. OF LINES. 1/8" FT TO OPEN END. UNDERGROUND REFRIGERANT LINES SEAL OPEN END WATER 71GHT WITH NON—TOXIC CAULK ROUTE REFRIGERANT LINES BELOW GRADE TO CU. APPLY 2 COATS OF VINLY—LACQUER TYPE FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION. NOTE: ONLY ONE 45' BEND ALLOWED PER CONDUIT. CONTRACTOR TO PROPERLY FIT & ROUTE PIPE SO THAT END TERMINATES AT PROPER PENETRATION POINT IN SLAB. INVERTED LOOP SOLENOID VALVE THERMAL VALVE 1" X 1/8" STEEL STRAP ANGLES F -1. SECURED TO CONDENSING UNIT WITH 1/4" BOLTS. (TYPICAL) AIR HANDLING FILTER/DRYER UNIT THERMOSTATIC ' EXPANSION VALVE SUCTION LINE LIQUID LINE TIE DOWN PER MANUFACTURER'S REQUIREMENTS TOP OF SLAB TO BE AT /FINISHED FLOOR ELEVATION OR HIGHER. ,,-- GROUND 'STEEL FRAME (COORDINATE SIGHT GLASS 1/4" ANCHOR BOLT WITH STRUCTURAL) ISOMODE PAD NOTE: PIPING SIZED AS PER MANUFACTURER'S RECOMMENDATIONS WITH CONSIDERATION FOR DISTANCE OF PIPING AND HEIGHT OF RISERS. � 7 REFRIGERANT PIPING SCHEMATIC I NITS 4'-0" MAXIMUM METAL STRAP MAXIMUM SAG 1/2" PER FOOT 1-1/2" MINIMUM EXTERIOR OF SUPPORT SPACING. WALL FLEXIBLE DUCT OUTSIDE AIR NOTES: LOUVER 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. THROWAWAY FILTER SEE PLANS FOR DUCT SIZE FIELD FABRICATED GALVANIZED STEEL OUTSIDE AIR PLENUM 8 FLEX DUCT SUPPORT 9 OUTSIDE AIR LOUVER DETAIL NTS I NTS SEALED TRANSFER DUCT ASSEMBLY BETWEEN STUDS IN WALL. TYPICAL DEPTH OF TRANSFER DUCT EQUAL TO THICKNESS OF WALL CAVITY. SIZE WIDTH TO OBTAIN CROSS SECTIONAL AREA OF TRANSFER DUCT EQUAL TO 1.5 TIMES THE CROSS SECTIONAL AREA OF THE SUPPLY DUCT(S) ENTERING THE ROOM BEING SERVED. TRANSFER GRILLE. SIZE GRILLE FREE AREA EQUAL TO 50 SQUARE INCHES PER 100 CFM BEING TRANSFERRED FROM ROOM (TYPICAL BOTH SIDES). INSTALL GRILLES WITH BLADES FACING UP OR DOWN SO AS TO OBSTRUCT VIEW FROM INSIDE OF DUCT. TRANSFER GRILLE HIGH IN WALL WITHIN 6 INCHES OF FINISHED CEILING. OPPOSITE TRANSFER GRILLE LOW IN OPPOSITE WALL WITHIN 61NCHES OF TOP OF BASEBOARD, OR TOP OF DOOR TRIM FOR ABOVE DOOR APPLICATIONS. 2X4 STUD IN WALL (TYP.) NOTE: COORDINATE LOCATION OF TRANSFER DUCT ASSEMBLY WITH ALL TRADES PRIOR TO INSTALLATION. COORDINATE LOCATION WITH LIGHT SWITCHES, ROUTING OF ELECTRICAL WIRE, ROUTING OF TELEPHONE, ROUTING OF CABLE, ETC. 10 � TRANSFER DUCT IN WALL ASSEMBLY DETAIL NTS WALL (TYPICAL). ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com 0 Copynt 2017 Bile Universal, LLC. NI Ri h t , Reserved. CONSULTANT 6oZ Z~ J F_ ZLLI s ua W aN N 0 O W < 2;z! L9 — N Lu } ch N CO Er d Z W _9�� � 0 W 8 Y M K Z .a C) W LUC7 U rn - mom' E N wm cao C-) z CiD wc�LO 3 g Mi G 117. U a co Z r' H ca 2wa LQJ PROJECT A W H r Q M MSI �oQ oo W �W0Q J LL LL 0 u- H �CL")) i J Q� U � Q Q U w Lu 0 10 SEAL DATE OF SEAL: 07/03/17 k>>tttlt3lfi/�1��� STA s =..tz ••"ORION j L tG'��� NawwafAhmad,PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY29,2015 SHEET: M 502 Elite Universal Job No. 08009 OPPOSED BLADE VOLUME DAMPER LOCKING QUADRI REFRIGER, 1" INSULATED CONDENSATE LINI TO DETAIL ON THIS SHEET FOR FLOAT SWITCH TO INTERRUPT POWER WHEN WATER ACCUMULATES IN PAN 173=1 InKI r%1 111T ;UPPLY DUCT FLEXIBLE DUCT CONNECTION O.A. DUCT ;AME ON WAFFLE PAD NOTE: CONDENSATE DISPOSAL SHALL BE INSTALLED PER SECTION 307 OF THE FBC-2014 MECHANICAL � 1 1 VERTICAL AHU DUCTS DETAIL NTS I-1 UNISTRUT PIPE CLAMP, USE FO OUTDOOR PIPING (TYPICAL) UNISTRUT 1 1/4"x1 1/4" CHANNELSUPPORT (TYPICAL) 12" A.F.R. REFRIGERANT PIPING EQUIPMENT SUPPORT LEG. BOLT TO FLOOR AS REQUIRED (TYPICAL) NOTES: 1- SUPPORTS SHALL BE INSTALLED A MAXIMUM 8'-0" O.C. AND AT EACH CHANGE OF DIRECTION OF PIPING �A 0 �A System No. W -L-2424 February 04. 2005 F Rating -1 and 2 Hr (See Item 1) T Rating -1 and 2 Hr (See Item 1) FH Rating -1 and 2 Hr (See Item 1) FTH Rating -1 and 2 Hr (See Item 1) SECTION A -A System tested with a pressure differential of 50 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side. 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 Series Wall and Partition Designs in the UL Fire Resistace 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 51 by 102 mm lumber spaced 406 mm O.C. Steel channel studs to be min 89 mm wide and spaced max 610 mm O.C. B. Gypsum Board* — 16 mm thick, 1.2 m wide with square aor tapered edges. Thickness, type, number of layers and fasteners type as specified in the individual Wall and Partition Design. Max diem of opening 40 mm. The F, T, FH and FTH Rating are equal to the 1 or 2 hr fire rating of the wall assembly in which it is installed. 2. Through Penetrants — One non—metallic pipe or conduit to be installed concentrically within the firestop system. The annular space shall be max 6 mm. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of non—metallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 51 mm diam (or smaller) sthin walled PVC pipe for use in closed (process or supply) piping system. Pipe wall thickness shall be a min of 2.4 mm. B. Chlorinated Polyvinyl Chloride (CPUC) Pipe — Nom 51 mm diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Rigid Electrical Non—Metallic Conduit (RNMC) — Nom 51 mm diam (or smaller) PVC conduit installed in accordance with Article 331 of the National Electrical Code (NFPA 70). 3. Fill, Void or Cavity Material* — Wrap Strip — one layer of 51 mm wide wrap strip wrapped around through—penetrant with the ends butted and held in place with masking tape. Wrap strip to protrude 10 mm from both surfaces of wall. RECTORSEAL — Metacaulk Wrap Strip 3 REFRIGERANT PIPING SUPPORT DETAIL 2 CEILING MOUNTED EXHAUST FAN DETAIL NTS I NTS INSTALLATION INSTRUCTIONS Sleeve Inside Outside Level 3. Slide the chassis into the watt sleeve until the chassis Stiffener ---------__� _ flanges scontact th To ensu that the unit oper es safely and efficiently,it must �^-� e front edge of the wall sleeve. U4 Bubble 01 . wa€I be installed, operated and inaintame� according..a _heseinsto,. ��i` > x: � a` Tilt To � SC;TeVYS Wail SIe@y;A Cation and. operating instruction,. and all local codes and ardi- \ ` Outside (3 on each Hanes or. in their absence, with the latest edition of the side of unit) National Electric Code. The proper installation of this unit is � Outside described in the ;fo.lowing sec 'ails. Folia yin the steps in the VYall -� — order presented should ensue proper installation,. Wall Sleeve with Stiffener Proper Sleeve Tilt AViIARNINi3 f3UTDOOR<GRII € E - -_-- Rear ClOSure An outside Witte friust be Inst.altedi to detect air flow#or proper j NGM VOLTAGE Panel unit operation and al so protect the outdoor coif, tie QriIte must DMCONRII ALL FORM BEFORE SERVICOM -- NIULn TLE Powe i SOURCES.MAY BE PRESENT. FALuas r:;: l •'; he 1 i tei,ed before nr>.tal it a the chassis. refer to the instalia Cabinet Front Removal View TO 00 $O MAY CAUSE PROPERTY DAMAGE,FEMORAL - tion ret u di ns suppli c'J .A h t're outdoor grille ,it r`or a nuuRY OR OBATN. Do NOT suRMICe THIS uwr wnmotrr FIRST........ ENSIIRMii THAT: can,, e, dose ipt ion of the nstaltatior proeedur THE ELECTRICAL Accassomn ARE warALLEo ONLY IN file his model regi T res eittier a Stamped! ri ie Kit.; M.o el s sK--B), ChasS1S PRE -MUM IIOUNi1NG.HOLES. a Polymer C;l.e kit Ilknde1 0,?(, or an .;r,..hitect,irsl. C, like kit Outside THE ELECTRICAL w me is NOT INSTALLER Am Dom NOT NANe BEI.oW THE PR@-Wi0.LiB MOUNTING HOLE OR LIN SI THE UIYT Stiffener Removal i�ouel +��K,--B , When, ; eplacing 3n , id chassis with an existing (� BASF PAN. gnil e or using a specialized grille :i a new Insta aatiar., please y, ® a y 2 chp k with you, sales. representative to dn eter ne if the new Chassis Installation View . oboes s,hruid beu edw th to non-standard spE tial.. ed grille t} Secure the chassis to the watt St2Ve L5i€> fI)T£'E' screws on SLEEVE STIFFENER AND REAR CLOSURE PANEL An improper outdoor a Silo car: decrease caa.ing or heating REMOVAL each side of the chassis to ensure a proper seal between .t capacity;:ricrea eenergpusageandLhortencomp essor'Ueand ... - Befaretnechas, is can be i;istalteci-in thewalL s€eeve, C:ie s(eewpcss`bty void ..he warranty:. the chassis and the watt sleeve.: The screwy are supplied stiffener and the rear r<asurc Hanel must be remaved.FRONT REMOVAL in a plastic flag attached t0 the power cord. 1. Remove the zigzag f.dtded cardboard s.eeve stiffener. Grasp the cabinet front. IMPORTANT NOTES; Rear Enclosure Panel Removal Front Tea n rg Sccrou ar ssed 2. Remover e rear closure parer bV fpidin the four Reps to auytyia rets 1. The unit is equipped with a rubber grommet.Mounted cE'rm- 3: Grasping the taa anr. 5ortcnflanges of Cha rear closure gWARNING Front Mounting Screw pressor. These grommets are factory set and require no ad- panel pt,ll the entire panel, outdiaganal€y from ane side: HIGH VOLTAGE +: Lift the cabinet front off .the chassis. Reverse ttilsprocedure juStment. Disco mECT ALL POWER BEFORE samiCINO. BRAIN KIT INSTALLATION (OPTIONAL ACCESSORY) vULTIPLEPOWER SOURCES RAY BEPRM r.FALuItE to rein tail She callinet front. TO DO 90 MAY CAUSE PROPERTY DANA<#, PERSONAL. 2.. If a standard :subbase ?s used, be sure the right hand subbase During normal reverse cycle heating operation, Condensate uAwonBEATH.OomyrsERmxnmuMrwmtouTFasT CHASSIS INSTALLATION cover is removed before the chassis is lnstatied in the sleeve. water w 8HUTTOG OFF POWER TO THE UMT FROM THE CIRCUIT rwnlave tFe cabT[ eE., ori.. e ctiassir as. dose-iC6 ; ih _. U drain out of the rear of the wail sleeve. if this - CUIT BRENtEB i, fr rr„r h ArH>IbRRBrwviyGTHE IBBrCORD SET PLUG FROM THE WALL int e water is objectionable, a drain hit shoutd he installed. The grrLET. Front Reni.3. On 230Vva„ , 30A Units installed 4Alitl i d€1 @XiStt{l4, SUbI?dt�. O$e~: drain, kit has provisions for draining the Grater from either the2. Inserttf e chas'is it the watt sieeue. the SUbLxaSe cQVc'r eXten(lOfi kit. right or Left side of the sleeve exterratty or from the bottom SLEEVE INSTALLATION walrsleeve of the sleeve internady:. ?'he drain kit rnust be installed �l. Check the indoor and outdoor rii.tf'S fOi".RbStrUctlO:nS t0 air In order for condensate water to drain property inside the before the outdoor grille is installed. Refer to heinstallation :, chassfs unit, the sleeve r ust be installed property, Cabinet Front Removal View 1 flow. The Unit rnust be located where curtains, furniture, r ,s_ruetions supplied with the Strain kit for a complete • Level fro In right to Left. descriFtion of the instauation procedure: trees_,: or rather objects do not. blockthe air flow to and from • A slight downward pitch from the indoor side to the out- 2. Putt the t[. orn of the at i!:eC front away -from the chassis der side as shown below. until the re.aini[1g cops disengage. NOTE, 3r f:or.t 1s se - the unit. if air is obstructed and./or deflected back into the cured with a scr %, rernove front nxlunting strew, then. Unit the air conditioner CoiTlpre550r YTia� C�tate Ort and Off Refer to the Insta tat on nstnact ons u pc ed with the PTA fol:aw front rerovat p ocedurc , wail steeve for a complete description of the installation Slid. In Outside , p�watt rapidly. This cetltd damage the cts'mpressrsr or possibly void'. pro, edure. Chassis Installatiotl View 1 the warranty. 5 PTAC INSTALLATION DETAILS NTS System No. C -AJ -2151 December 20. 2000 F Rating - 2 and 3 Hr T Rating - 0 and 3 Hr SECTION A -A 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Floor may also be constructed of any min 6 in. thick UL Classified hollow core Precast Concrete Units*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One non-metallic pipe to be installed either concentrically or eccentrically within the firestop system. Pipe to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of non-metallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 6 in. diam schedule 40 cellular or solid core PVC pipe for use in closed (process or supply) or vented (drain waste or vent) piping system. The annular space shall be min 0 in. to max 3/8 in. When PVC pipe is used, F Rating is 2 hrs and T Rating is 0 hr. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 6 in. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) piping systems. When pipe collars are provided on both sides of a wall, SDR 17 CPVC pipe may also be used in vented (drain, waste or vent) piping systems. The annular space shall be min 0 in. to max 3/8 in. When CPVC pipe is used, F Rating is 2 hrs and T Rating 0 hr. C. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 6 in. diam Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The annular space shall be min 0 in. to max 3/8 in. When ABS pipe is used, F Rating is 2 hrs and T Rating 0 hr. D. Flame Retardant Polypropylene (FRPP) Pipe - Nom 6 in. diam Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The annular space shall be npm 3/16 in. When FRPP pipe is used, F and T Ratings 3 hrs. 3. Flrestop Device* - Galy steel collar lined with an intumescent material sized to fit specific diam of the through penetrant. Device to be installed around through penetrant in accordance with the accompanying installation instructions. Device incorporates anchor tabs for securement to underside of the concrete floor by means of 1/4 in. long steel expansion bolts in conjunction with min 3/4 in. diam washers. Device secured at each tab. in walls, collar are installed on each side of wall. RECTORSEAL - Metalcoulk Pipe Collar SEAL PENE FLASH PER MANUFACT RECOMMEt TYPICAL EXTERIOR WALL //"— TION AND TIONS. 1 OR 2 -PIECE WALL CAP WALL CAP AS MANUFACTURED BY BROAN OR EQUIVALENT. OMIT SCREEN FOR DRYER VENT. INCLUDE BIRD SCREEN FOR FRESH AIR INTAKE AND BATHROOM EXHAUST. INSTALL PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. USE MODEL NUMBER PER CONNECTION DUCT SIZE ON PLANS. DUCT SIZE MODEL# 3" OR 4" 885AL 6" 641 7" 647 8" 643 � 4 WALL CAP INSTALLATION DETAILNTS I LAUNDRY ROOM WALLS TOP OF BOX MOUNTED 50” A.F.F. FOR STACKED WASHER/DRYER UNITS AND BOTTOM OF BOX MOUNTED 1" ABOVE BASEBOARD FOR INDIVIDUAL DRYER UNITS PREFABRICATED RECESSED DRYER VENT BOX MODEL 425 BY IN 0 VATE TECHNOLOGIES INC. OR APPROVED EQUAL 0 M DOWNWARD EXHAUST DIRECTION RECESSED DRYER VENT BOX DETAILS 4" GALVANIZED DRYER DUCT. 2" LONG STUB INTO DRYER BOX FOR FLEX HOSE CONNECTION FROM DRYER ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyn" 2017 Oita Universal, LLC. All Ri hrs Reserved. CONSULTANT PROJECT A W Mil � ti TT^� vt HQM� Q O W Z �W0< JLLLL �a00 F p LL F < is 0�_ SEAL DATE OF SEAL: 07/03/17 NawwafAhmad,PE FL - 56095 REVISIONS: # I DATE I DESCRIPTION DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 503 Elite Universal Job No. 08009 WALL 1" (25) MIN SEE NOTE 5 TYPICAL OVERLAP ON ALL SIDES OF DAMPER 1/4" (6) MIN. SEE NOTE 1 N z O LU m U U U SLEEVE SEE h o (SEE NOTE 3) 12" (305) 6" OR 16" MAX C—C (152 OR 406) MAX. SEE NOTE 3 FIGURE 1 RUNNER STAINLESS STEEL DAMPERS SEE NOTE 2 6" (152; MAX C—( ,"J6' (152/) MAX C—C �• '76) 4X l L 2 MA(52) MAX 1 1/2 HOUR FIGURE 2 SCREWS DOUBLE STUD NOT REQ'D ON PENETRATION 36 X 36 OR SMALLER TWO PANHEAD FLOOR RUNNER SCREWS OPENING PREPARATION DETAIL METAL STUD CONSTRUCTION CEILING RUNNEF DOUBLE A A E—STUD 36" MAX B II e C—H VENTED STUDS FLOOR RUNNER 24 O.C. 1 48 MAX. MAX.---" FRAMING DETAIL 0438 DETAIL SECTION A—A " MIN RUNNER 1 /2" MIN STUD 11;M fly DUCT CONNECTIONS STYLE A STYLE B 1" (25) MIN STYLE TYPICAL CR, & CO ON ALLOVERLAP DES OF DAMPER MASONRY FLOOR/CEILING 6" OR 16" Em I (152 OR 406) MAX SEE NOTE 5 SEE NOTE 3 SLEEVE i I 11/4- (6) MIN (SEE NOTE 3) SEE NOTE 1 FIGURE 3 1/2" MIN. GYPSUM 2 1/2" MIN STUD WALLBOARD OR RUNNER 1" MIN RETAINING ANGLE 2 HR WALL RATING DAMPER SLEEVE 1 1/2" MINERAL FIBER IN CAVITY, IF REQ'D 2 1/2- MIN STUD OR RUNNER 1MIN 1/2" MIN. GYPSUM WALLBOARD RETAINING ANGLE 1 HR WALL RATING DAMPER SLEEVE FRAMING DETAIL 0497 E—STUD CUT TO ALLOW 12" FOR PENETRATION A A 2" � Iii CA ATTACHED WITH 5/8 TYPE S-12 ISI Q t, M J—RUNNER HEADER 00 Q �ODO LOW PROFILE HEAD SCREWS _1�FW- 0 Q TOP OF OPENING O� 2w QLL� STAINLESS STEEL DAMPERS SEE NOTE 2 6" (152; MAX C—( ,"J6' (152/) MAX C—C �• '76) 4X l L 2 MA(52) MAX 1 1/2 HOUR FIGURE 2 SCREWS DOUBLE STUD NOT REQ'D ON PENETRATION 36 X 36 OR SMALLER TWO PANHEAD FLOOR RUNNER SCREWS OPENING PREPARATION DETAIL METAL STUD CONSTRUCTION CEILING RUNNEF DOUBLE A A E—STUD 36" MAX B II e C—H VENTED STUDS FLOOR RUNNER 24 O.C. 1 48 MAX. MAX.---" FRAMING DETAIL 0438 DETAIL SECTION A—A " MIN RUNNER 1 /2" MIN STUD 11;M fly DUCT CONNECTIONS STYLE A STYLE B 1" (25) MIN STYLE TYPICAL CR, & CO ON ALLOVERLAP DES OF DAMPER MASONRY FLOOR/CEILING 6" OR 16" Em I (152 OR 406) MAX SEE NOTE 5 SEE NOTE 3 SLEEVE i I 11/4- (6) MIN (SEE NOTE 3) SEE NOTE 1 FIGURE 3 1/2" MIN. GYPSUM 2 1/2" MIN STUD WALLBOARD OR RUNNER 1" MIN RETAINING ANGLE 2 HR WALL RATING DAMPER SLEEVE 1 1/2" MINERAL FIBER IN CAVITY, IF REQ'D 2 1/2- MIN STUD OR RUNNER 1MIN 1/2" MIN. GYPSUM WALLBOARD RETAINING ANGLE 1 HR WALL RATING DAMPER SLEEVE FRAMING DETAIL 0497 E—STUD CUT TO ALLOW 1 1/2 X 1 1/ 2 X 2 ANGLE / FOR PENETRATION OPENING � Iii CA ATTACHED WITH 5/8 TYPE S-12 ISI Q t, M J—RUNNER HEADER 00 Q �ODO LOW PROFILE HEAD SCREWS _1�FW- 0 Q TOP OF OPENING O� QLL� 000UU 00 04 J—RUNNER HEADER a TOP OF OPENING 1 1/2 X 1 1/2 X 2 ANGLE ATTACHED WITH 5/8 TYPE S-12 E—STUD CUT TO ALLOW LOW PROFILE HEAD SCREWS FOR PENETRATION OPENING SECTION A—A SECTION B—B X HEADERS WITH ENDS D TO FIT INTO I—STUE J—TRACK LENGTH b+t AND LEGS CUT AT TH LENGTHS AND FOLDED SHOWN TO SUP INTO ATTACH TO J—TRACK WITH PAN HEAD SCRE )ETAIL A —STUDS 3„ J—TRACK 1" (25) MII OVERU OPENING PREPARATION DETAIL WOOD STUD CONSTRUCTION 6"-y(152) MAX C—C 3" (76) FIGURE 4 SEE NOTE 2 -J MULLION PLATE SEE NOTE 2 1 1/2" MINERAL FIBER IN CAVITY, IF REQ'D 1/2" MIN. GYPSUM 2 1/2" MIN STUD WALLBOARD OR RUNNER ANGSING 1 HR WALL RATING `—DAMPER SLEEVE DOUBLE STUD NOT REQ'D 1/2" MIN. GYPSUM ON PENETRATION 36 X 36 2 1/2" MIN STUD WALLBOARD OR SMALLER OR RUNNER RETAINING r 1 MI ANGLE DAMPER 2 HR WALL RATING SLED INSTRUCTIONS: 1. Frame wall openings as shown. 2. Double vertical studs are not required for openings 36"wx36h" or smaller. 3. Full length studs are not required next to the damper if the spacing from the damper to the full length stud does not exceed the maximum stud spacing. The opening may be framed with studs that are attached to full length studs INER (see figure 2).d 4. All construction and fasteners must meet the requirements of the appropriate wall design and/or local codes. 5. Consult the authority having jurisdiction for the acceptance framing method. NOTE: The metal stud construction and wood stud construction figure abovedepict mounting angles installed on both sides of the partition. A single angle may be sufficient. Refer to the instructions for single angle installation requirements. NOTE 4 & 6 '.UT HERE AND 3END DOWN IN NNER NOTE 1 RUSKIN - MODEL IBD STATIC FIRE DAMPER & MODEL DIBD DYNAMIC FIRE DAMPER 0 0 0 0 FIGURE 1 ITS DESCRIPTION 1. PICTURE FRAME MOUNTING ANGLE (2 PER DAMPER/1 PER SIDE) 2. DAMPER/SLEEVE ASSEMBLY 3. FIRE RATED WALL OR FLOOR 4. FASTENER (SEE NOTE 2) FIRE DAMPER INSTALLATION REQUIREMENTS: STATIC FIRE DAMPERS—IBD models as manufactured by Ruskin—Not for use in dynamic (fans on) systems. DYNAMIC FIRE DAMPERS—DIBD models as manufactured by Ruskin—Use in Dynamic (fans on) or Static (fans off) Systems 1. Opening Clearance The opening in the wall or floor shall be larger than the damper/sleeve assembly to permit installation or expansion. For two angle installations the opening shall be a minimum of 1/8" per foot larger than the overall size of the damper/sleeve assembly. The maximum opening size shall not exceed 1/8" per foot plus 2", nor shall the opening be less than 1/4' larger than the damper/ sleeve assembly. For one angle installations, the opening shall be a minimum of 1/4" to a maximum of 1" arger than the overall size of the damper/sleeve assembly. 2. Fasteners and Multiple Section Assembly Use No. 10 bolts or screws, 3/16" rivets, tack welds or spot welds and spaced as follows when joining individual dampers to make multiple section damper assemblies or when fastening damper to the sleeve: Vertical Mount (In all) Galvanized steel dampers 12" spacing. Horizontal Mount (In floor) All dampers 6" spacing. Multiple section horizontal mount dampers require a 14 gage thick x 41/2" wide steel reinforcing plate sandwiched between the damper frames with 1/2" long welds staggered intermittently and spaced on maximum 6" centers. The reinforcing plate must be the same material as the dampers. The length must be equal to the damper width of two or more adjoining damper sections. Reinforcing plates are not required for assemblies consisting of two dampers attached end—to—end or three dampers attached side—to—side. 3. Damper Sleeve Sleeve thickness must be equal to or thicker than the duct connected to it. Sleeve gage requirements are listed in the SMACNA Fire, Smoke and Radiation Damper Installation Guide for HVAC Systems and in NFPA90A. If a breakaway style duct/sleeve connection is not used, the sleeve shall be a minimum of 16 gage for dampers up to 36" Wide by 24" high and 14 gage for dampers exceeding 36" wide by 24" high. Damper sleeve shall not extend more than 6" beyond the fire wall or partition unless damper is equipped with a factory installed access door. Sleeve may extend up to 16" beyond the fire wall or partition on sides equipped with a factory installed access door. Sleeve shall terminate at both sides of wall within dimensions shown. 4. Damper Orientation Use "Air Flow" and "Mount with Arrow Up" labels on Dynamic DIBD and DIBDX models for proper damper orientation. For Static IBD models use only "Mount With Arrow Up" label on damper for proper damper orientation. 5. Mounting Angles Mounting angles shall be a minimum of 11/2" x 11/2" x 20 gage steel. For openings in metal stud, wood stud walls or concrete/masonry walls and floors of sizes 90" x 49" or 49" x 90" and less mounting angles are only required on one side of the wall or top side of the floor. The angles must be attached to both the sleeve and the wall or floor. Mounting angles may be installed directly to the metal stud under the wall board on metal stud wall installations only. Larger openings require mounting angles on both sides of the partition and must be attached only to the sleeve. Mounting angles must overlap the partition a minimum of 1". Do not weld or fasten angles together at comers of dampers. Ruskin fire dampers may be installed using Ruskin FAST angle for one angle installation or Ruskin PFMA for two angle installations. 5.1. Mounting Angle Fasteners Sleeve: 110 bolts or screws, 3/16" steel rivets or 1/2" long welds. Masonry/Wall or Floor. #10 self—tapping concrete screws. Wood/Steel Stud Wall: #10 screws. 5.2. Mounting Angle Fastener Spacing For one angle installations the sleeve fasteners shall be spaced at 6" o.c. and the wall or floor fasteners shall be spaced at 12" o.c. with a minimum of 2 fasteners on each side, top and bottom. Screw fasteners used in metal stud must engage the metal stud a minimum of 1/2". Screw fasteners used in wood stud must engage the wood stud a minimum of 3/4 Screw fasteners used in masonry walls or floors must engage the wall a minimum of 11/2". For two angle installations the fasteners shall be paced at 8" o.c. 6. Duct/Sleeve Connections: 6.1. Break—away Duct/Sleeve Connections A maximum of two #10 sheet metal screws on each side and the bottom, located in the center of the slip pocket and penetrating both sides of the slip pocket may be used. Connections using these slip joints on the top and bottom with flat drive slips up to 20" long on the sides may also be used. 6.2. Round and Oval Break—away Connections Round and flat oval break—away connections must use either a 4" wide drowband or #10 sheet metal screws spaced equally around the circumference of the duct as follows: Duct diameters 22" and smaller, maximum 3 screws. Duct diameters over 22" and including 36", maximum 5 screws. Duct diameters over 36" and up to and including 191" total perimeter, maximum 8 screws. For flat oval ducts, the diameter is considered the largest (major) dimension of the duct. Note: When optional sealing - of these joints is desired, the following sealants may be applied in accordance with the sealant manufacturers instructions: Hardcast, Inc. — Iron Grip 601, Eco Duct Seal 44— 52, Precision — PA2084T, Design Polymerics — DP 1010 6.3. Flanged Break—away Style Duct Sleeve Connections. Flanged connection systems manufactured by Ductmate, Nexus or Ward are approved break—away connections when installed as shown on the Flanged System Breakaway Connections Supplement. TDC and TDF roll—formed flanged connections using 3/8" steel bolts and nuts, and metal cleats, as tested by SMACNA, are approved break—away connections when installed as shown on the Flanged System Breakaway Connections Supplement. 6.4. Non—Break—away Duct/Sleeve Connections. If other duct sleeve connections are used, the sleeve shall be a minimum of 16 gage for dampers up to 36" wide x 24" high and 14 gage for dampers exceeding 36" wide x 24" high. 7. Installation and Maintenance To ensure optimum operation and performance, the damper must be installed so it is square and free from racking. Each fire damper should be maintained and tested on a regular basis and in accordance With the latest editions of NFPA 90A and loca codes. Care should be exercised to ensure that such tests are I performed safely and do not cause system damage. 3 4 MULTI BLADE OR CURTAIN TYPE DAMPER SLEEVE 1 FIGURE 2 FIRE DAMPER INSTALLATION DETAIL SCALE: NTS ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. Al Rights Re ed. CONSULTANT CID UZ 0 Z= o Z2 W W<0 a N N O E WZ� W�� �� � N i CMN p�pC � ami Z z ��_�N� q� c�Z N��oL Zul m Z W U S ��NQ wm c_ccooU3 0 Z z UJ 0. LQJ PROJECT A w � Iii CA � r 00 UJ ISI Q t, M 00 Q �ODO W _1�FW- 0 Q O� QLL� 000UU 00 04 Q 00 to a J Q U J Q Q U w W SEAL DATE OF SEAL: 07/03/17 +` .NXF A. 1#0.s. S6095•' SMATFE71=# .. n. Nawwaf Ahmed, PE FL -56095 REVISIONS: # I DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 504 Elite Universal Job No. 08009 H INSTALLATION INSTRUCTIONS FSD60, FSD60-2, FSD60-V, FSD60XP, FSD60M AND FSD60-BAL COMBINATION FIRE AND SMOKE DAMPERS 11/2 VERTICAL INSTALLATION a. WALL FSD60 OBV VERTICAL INSTALLATION (ONLY) HOUR UL555 RATED UL555S LEAKAGE CLASS 1 AND 2 RATED g to 1. Opening Clearance z wo w Z The opening in the wall or floor shall be larger than the damper/ sleeve assembly � o m M � 6' (152) MIN. to permit installation or expansion. For two angle installations the opening shall b DUCT v a ¢ o THIS ACTUATOR LOCATION 16" (406) a minimum of 1/8" per foot (3 per 305) larger than the overall size of the a o o REQUIRES NON OIL -IMMERSED MAX TYR damper/sleeve assembly. The maximum opening size shall not exceed 1/8" per ACTUATORS ONLY (MA220, 223, foot (3 per 305) plus 2" (51), nor shall the opening be less than 1/4" (6) larger than 230, NF120, AND NF24). 8 the damper/sleeve assembly. For one angle installations, the opening shall be a 9 minimum of 1/4" (6) to a maximum of 1" (25) larger than the overall size of the PROVIDE damper/sleeve assembly. ADDRESSABLE SMOKE DETECTO 2. Fasteners and Multiple Section Assembly When joining multiple damper W/ RELAY BASE 7 assemblies or fastening the damper to the sleeve, dampers shall be fastened with ITEM. DESCRIPTION 5 1/4-20 (M6) bolts, number 10 (M5) screws, or 1/2" (13) long welds staggered 1. ACTUATOR (LOCATION MAY VARY). DAMPER MAY BE SUPPLIED 1 DUCT intermittently on both sides. Space fasteners 6" (152) on center and a maximum WITHOUT ACTUATOR INSTALLED. RUSKIN'S UL LISTED FIRE DAMPER 7 6 2" (51) from the ends of the joining sections or from each comer. When joining ACTUATORS MAY BE FIELD INSTALLED IF PROPERLY LABELED. SEE 4 multiple damper assemblies, a continuous 1/8" (3) bead of Dow -Corning 999-A, ACTUATOR INSTALLATION INSTRUCTIONS FOR FIELD MOUNTING OF 2 PROVIDE ADDRESSABLE Dow -Corning silastic 732 RTV, or GE RTV 108 sealant shall be applied on the DAMPER ACTUATORS. SMOKE DETECTOR W/ mullion joint. Press the surface of the sealant in place to dispel any air. Another RELAY BASE bead of the same sealant shall be applied between the damper and sleeve in the 2. OPTIONAL FIRESTAT OR SP100 o 0 4 same manner. Only one side of the damper requires caulking. Note the sealant is 3. AUXILLARY OPERATING JACK SHAFT 4. DAMPER 3 6 3 not required when dampers are supplied for fire damper applications only and are not required to be leakage rated. Multiple section high vertical mount dampers 5. OVER CENTER LOCK 9 include a 14 gage x 5" (2 x 127) wide steel mullion plate sandwiched between the 5 9 damper frames where required. The mullion plate must be the same material as 6. SLEEVE dAI 7. CAULKING MATERIAL the dampers. (MAY BE ON EITHER SIDE OF DAMPER FRAME 3. Damper Sleeve Sleeve thickness must be equal to or thicker than the duct 8. PFMA OR CONVENTIONAL MOUNTING ANGLES 9 connected to it. Sleeve gage requirements are listed in the SMACNA Fire, Smoke 9. S-JOINT/DUCT MATE, SLEEVE TO DUCT and Radiation Damper Installation Guide for HVAC Systems and in NFPA90A. If 8 FSD-60V MOTOR LOCATIONS " breakaway 16 gage (1.fo dampers p not"used,1 the idsleeve4"shall10)be a 1 (25) MIN TYPICAL minimum of 16 a e 1.5 for dam ers u to 36 914 wide b 24 610 highand 1/4'(6) OVERLAP ON ALL 14 gage II for dampers exceeding 36" (914) wide by 24" (610) high. Damper 6" (152) MIN. MIN. SIDES OF DAMPER sleeve shall not extend more than 6" (152) beyond the fire wall or partition unless damper is equipped with an actuator and/or factory installed access door. Sleeve may extend up to 16" (406) beyond the fire wall or partition on sides equipped with actuator and/or factory installed access door. Sleeve shall terminate at both THRUST WASHERSP sides of wall within dimensions shown. TYPICAL AIRFOIL INSTALLATION 4. Damper Orientation Damper is designed to operate with blades running horizontally and must be installed with leading edge of closed blades within the wall or floor when they are in the closed position. Use "Mount With Arrow Up" label as a guide for proper damper orientation. Horizontal mount dampers may be installed with actuator above or below the floor. HORIZONTAL INSTALLATION 5. Mounting Angles Mounting angles shall be a minimum of 11/2" x 11/2" x 20 gage steel (38 x 38 x 1.0). For openings in metal stud and wood stud and concrete/masonry walls of sizes 90" x 49" or 49" x 90" (2286 x 1245 or 1245 x FSD60 OUT OF WALL INSTALLATION 2286) and less mounting angles are only required on one side of the wall or top of the floor and must be attached to both the sleeve and the wall. Mounting angles DUCT THERMAL may be installed directly to the metal stud under the wall board on metal stud wall DUCT PROVIDE INSULATION 1'(25) installations only. Larger openings and floor installations require mounting angles 9 9 (SEE PAGE 2, #3 OVERLAP on both sides of the partition and must be attached only to the sleeve. Mounting ADDRESSABLE angles must overlap the partition a minimum of 1" (25). Do not weld or fasten 2 SMOKE DETECTOR 1/4" 6 TYP. W/ RELAY BASE 6 8 () angles together at corners of dampers. Ruskin fire/smoke dampers may be 1 DUCT MIN. installed using Ruskin FAST angle for one angle installation or Ruskin PFMA for two angle installations. 3 1" (25) MIN 1 /4" (6) MIN. 7 a TYPICAL OVERLAP 4 a. Mounting Angle Fasteners Sleeve: #10 bolts or screws, 3/16" (3) steel rivets or z ON ALL SIDES 1/2" (13) long welds. Masonry Wall or Floor: #10 self -tapping concrete screws 5 OF DAMPER PROVIDE Wood/Steel Stud Wall: #10 screws. ADDRESSABLE b. Mounting Angle Fastener Spacing For one angle installations the sleeve CID PROVIDE c SMOKE fasteners shall be spaced at 6" (152) o.c. and the wall or floor fasteners shall be v ADDRESSABLE DETECTOR W/ 7 10 SMOKE DETECTOR RELAY BASE spaced at 12" (305) o.c. with a minimum of 2 fasteners on each side, top and W/ RELAY BASE o 5 bottom. Screw fasteners used in metal stud must engage the metal stud a 0 1 " (25) MIN minimum of 1/2 (13). Screw fasteners used in wood stud must engage the wood 1 stud a minimum of 3/4" (19). Screw fasteners used in masonry walls or floors • TYPICAL OVERLAP z 4 must engage the wall or floor a minimum of 11/2" (38). For two angle installations ° ON ALL SIDES 5i Q2 the fasteners shall be spaced at 8" (203) o.c. o OF DAMPER Ln 3 6. Duct/Sleeve Connections o 6 a. Break -away Duct/Sleeve Connections Rectangular ducts must use one or more 1/4" (6) MIN 5 3 CIO • ° of the connections listed: plain "S" slip, hemmed "S" slip, double "S" slip, inside 4 7 3 slip joint, standing "S", standing "S" (angle reinforced), standing (alt.), standing "S' 6 1 (bar reinforced), or drive slip joint. A maximum of two #10 (M5) sheet metal 2 screws on each side and the bottom, located in the center of the slip pocket and 8 9 penetrating both sides of the slip pocket may be used. Connections using these slip joints on the top and bottom with flat drive slips up to 20" (508) long on the 9 9 9 sides may also be used. b. Round and Oval Break -away Connections Round and flat oval break -away connections must use either a 4" (102) wide drawband or #10 (M5) sheet metal 8 screws spaced equally around the circumference of the duct as follows: FSD-60 MOTOR LOCATIONSDuct diameters 22" (559) and smaller - maximum 3 screws. ACTUATOR ABOVE FLOOR ACTUATOR BELOW FLOOR 5M�) Duct diameters over 22" (559) and including 36" (914) - maximum 5 screws. Duct diameters over 36" (914) and up to and including 191" (4851) total perimeter - maximum 8 screws. For flat oval ducts, the diameter is considered FS D-34 35 36 & 37 the largest (major) dimension of the duct. These connections are depicted in the a SMACNA Fire, Smoke, and Radiation Damper Installation Guide. Note: When optional sealing of these joints is desired, the following sealants may be applied in accordance with the sealant manufacturer's instructions: Hardcast, Inc. - Iron Grip 601 Precision - PA2084T Eco Duct Seal 44-52 Desig Polymerics - DP 1010 APPLICATION INSTALLATION SUPPLEMENTS MAX UL CLASSIFIED SIZE c. Flanged Break -away Style Duct/Sleeve Connections. Flanged connection The FSD60, FSD60-2 and FSD60-V are combination fire and Refer to the appropriate Ruskin installation instructions supplementsFSD60 OB 60-1106 3708 3606 3508 3408 systems manufactured by Ductmate, Nexus or Ward are approved break -away smoke dampers designed to restrict the passage of flame and for additional information or special requirements: > when installed as shown on the Flanged Systems Breakaway Connections resist the passage of smoke. The FSD60 and FSD60-2 are • Optional Sealant of Dampers in Fire Rated Wall or Floor Openings Supplement. TDC and TDF roll -formed flanged connections using 3/8" (10) steel designed for installation with the blades running horizontally while . Transfer Openings and Duct Terminations bolts and nuts, and metal cleats, as tested by SMACNA, are approved the FSD60-V is designed for installation with the blades running • Optional FireStop Material break -away connections when installed as shown on the Flanged Systems vertically. The standard installation for all models is with the leading * " Breakaway Connections Supplement. edge of the dosed blades within the wall or floor. For out of the • Extension of Fire and Combination Fire and Smoke Damper A =126 (3200) FOR FSD360B 9 • Sleeves *A =120" (3048) FOR d. Non -Break -away Duct/Sleeve Connections If other duct/sleeve connections are wall or floor installations refer to the GA and OW versions of the FSD340B, 350B, 3708, 60 OB, used, the sleeve shall be a minimum of 16 gage (1.6) for dampers up to 36" (914) FSD60 and FSD60-2. • Fire and Combination Fire and Smoke Damper Installation in wide x 24" (610) high and 14 gage (2.0) for dampers 36" (914) wide x 24" (610) 60-1106 FSD60 and FSD60-2 MAXIMUM UL CLASSIFIED SIZES - • Concrete Floor with Steel Deck high. OPPOSED BLADE • Ddvemate No. 14880 Breakaway Connection Single section vertical - 37w x 48"h (813 x 1219). 0 Flanged System Breakaway Connections 7. Actuator Connections Electric and pneumatic actuators are to be connected in Single section horizontal - 30"w x 48"h (762 x 1219). . Cavi Shaft Wall Metal Stud Framing g 'B' accordance with applicable codes, ordinances and regulations. Damper Multiple sections vertical -120"w x 96 h (3048 x 2438). pP 9 P • TS150 FireStat for "Reopenable" Combination Fire and Smoke assemblies having more than one actuator must have all actuators wired to a Multiple sections horizontal -144"w x 96"h (3658 x 2438). 9 FSD60M MAXIMUM UL CLASSIFIED SIZES - • Dampers B* =122" (3099) FOR FSD360B single heat actuated device. This is required for simultaneous closure of all OPPOSED BLADE • SP100 Switch Package B* = 98" 2489 FOR FSD60OB, sections. Refer to the EFL, TS150, EFUSP100 or PFL Operation Instructions Single section vertical - 32"w x 48"h 813 x 1219. • EFL Electric Resettable "Fuse" Link 60-I IOB g ( ) Supplement for wiring and piping diagrams. Single section horizontal - 30"w x 48"h (762 x 1219). • EFUSP100 Electric Resettable "Fuse" Link B*= 96" (2438) FOR FSD340B, 3708 Multiple sections vertical -120"w x 48"h (3048 x 1219). . PFL Pneumatic Fuse Link 3506, 8. Installation and Maintenance Each fire/smoke damper should be examined on Multiple sections horizontal -120"w x 48"h (3048 x 1219) or . DSDF Flow Rated Duct Smoke Detector a regular basis to ensure it is not rusted or blocked. In addition, each damper 64"w x 911 (1626 x 2438). . DSDN No -Flow Rated Duct Smoke Detector should be tested periodically, (NFPA recommends annually or semiannually, FSD60-BAL MAXIMUM UL CLASSIFIED SIZES - depending on the application) to ensure it will perform as intended. Care should OPPOSED BLADE Single section vertical - 32"w x 48"h (813 x 1219). be exercised to ensure that such tests are performed safely and do not cause Single section horizontal - 30"w x 48"h (762 x 1219). system damage. FSD60-V MAXIMUM UL CLASSIFIED SIZES - 14 GAGE (2) X DAMPER OPPOSED BLADE Single section vertical - 48"w x 32"h (1219 x 813) "A" DIMENSION X 5" FSD60XP MAXIMUM UL CLASSIFIED SIZES - WIDE REINFORCING PLATE OPPOSED BLADE PLA Single section vertical - 32"w x 48"h (813 x 1219). Single section horizontal - 30"w x 48"h (762 x 1219). Multiple sections vertical - 64"w x 48"h (1626 x 1219). .A Multiple sections horizontal - 60"w x 48"h (1529 x 1219). Dimensions shown in parentheses () indicate millimeters. RUSKIN - MODEL FSD60 COMBINATION FIRE/SMOKE DAMPER FIRE SMOKE DAMPER INSTALLATION DETAIL SCALE: NTS ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copy"ght 2017 Site Unrversid, LLC. NI Ri hts Reserved. CONSULTANT Z Us Z= - o Z_W W �< W ZNNo UJ } �% �N p�pErc d Z -N W=3 c-4 `g ,n W - M 23 a rk Z U V m ' 113- Z Y W a' C7 U 4) :E E Ek; Q N om��U3 0 mo 3 a `n CIO �Z �N Awa LIMJ PROJECT A W F� ti H � ti Q H U_7 Q 0 W �LU0< Q lL LL �ad0 Z H ~M Z V U) M� J Q U) U J Q = w W � 2 SEAL DATE OF SEAL 07/03117 �t1►i4lfEitlt{ s,'�•••til Nc4'�';•,".�t'� *� # NO• 56095 /i i STATE 0?F {�S f L ♦S' NawwafAhmad, PE FL -56095 REVISIONS: I # I DATE I DESCRIPTION DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: M 505 Elite Universal Job No. 08009 ELECTRICAL SYMBOLS w LEGEND ABBREVIATIONS LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) POWER QM �OoO w Rz wQ a w2 °U) tl �ao0 THESE PLANS HAVE BEEN DESIGNED 0U ��Q �a A - AMPERES wuC - (THouSAND)) AMPERE 2'X 2' FLUORESCENT OR LED LIGHTING FIXTURE � DUPLEX RECEPTACLE - SEE ELECTRICAL SPECIFICATIONS FOR MOUNTING A/C - AIR CONDITIONING INTERRUPTING CAPACITY IN ACCORDANCE WITH THE FOLLOWING 2' x 2' EMERGENCY FLUORESCENT OR LED LIGHTING FIXTURE HEIGHTS' KCMIL - THOUSANDS OF CIRCULAR CODES AND REGULATIONS: WITH EMERGENCY BALLAST INTEGRAL 1400 LUMEN. (WP) WEATHERPROOF AC - ALTERNATING CURRENT A 2' X 4' FLUORESCENT OR LED LIGHTING FIXTURE (H) HORIZONTALLY MOUNTED (C) CEILING MOUNTED AFF - ABOVE FINISHED FLOOR KVA - KILOVOLT -AMPERES 2' x 4' EMERGENCY FLUORESCENT OR LED LIGHTING FIXTURE =1$ DOUBLE DUPLEX RECEPTACLE AFG - ABOVE FINISHED GRADE KW - KILOWATT 0 2011 NFPA 70 (NATIONAL WITH EMERGENCY BALLAST INTEGRAL 1400 LUMEN. AHU AIR HANDLING UNIT LED - LIGHT EMITTING DIODE ELECTRICAL CODE) 0 1'X 4' FLUORESCENT OR LED LIGHTING FIXTURE CONNECTED TO =9 "GFl" DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING AWG - AMERICAN WIRE GAUGE LTG - LIGHTING • 2014 FLORIDA FIRE PREVENTION EM EMERGENCY BALLAST. �W' "GFl" DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING/WEATHERPROOF COVER C - CONDUIT MCP - MOTOR CIRCUIT PROTECTION CODE (5TH ED.) 0 4' EMERGENCY OR LED FLUORESCENT LIGHTING FIXTURE WITH EMERGENCY Balasr INTEGRAL 1400 LUMEN. "GFl" DOUBLE DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING CFL - CCOOMP ACT FLUORESCENT MCU - MASTER CONTROL UNIT • 2010 N FPA 72 i--a-� FLUORESCENT OR LED STRIP LIGHTING "GFl" DOUBLE DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING, COUNTER HEIGHT CH - COUNTER HEIGHT MH - METAL HALIDE • 2012 N FPA 101 (LIFE SAFETY FLUORESCENT OR LED EMERGENCY STRIP LIGHTING WITH EMERGENCY BALLAST INTEGRAL 1400 LUMEN. DUPLEX RECEPTACLE - LOWER HALF SWITCHED - MOUNT 18" AFF CM - CARBON MONOXIDE N N - NA - NEUTRAL NOT APPLICABLE CODE • 5TH DITION OF THE FLORIDA Q LIGHTING FIXTURE � DUPLEX RECEPTACLE, COUNTER HEIGHT CONIC - CONCRETE NEC - NATIONAL. L ELECTRICAL CODE BUILDING CODE (2014) CONE - CONDUIT 0-I LIGHTING FIXTURE -WALL MOUNTED DOUBLE DUPLEX RECEPTACLE, COUNTER HEIGHT CU - COPPER NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION • 2014 FLORIDA ENERGY 0 WALL WASH / ACCENT FIXTURE - CEILING MOUNTED ® DUPLE( RECEPTACLE, COMMUNICATIONS AND COMPUTER OUTLETS MOUNTED TOGETHER DISC - DISCONNECT NEPA - NATIONAL FIRE PROTECTION CONSERVATION CODE 0 EMERGENCY LIGHTING FIXTURE WITH EMERGENCY BALLAST IN A FLUSH MOUNTED FLOOR BOX. EXTEND 1" CONCEALED CONDUIT TO ABOVE ECB - ENCLOSED CIRCUIT BREAKER ASSOCIATION • LATEST EDITION OF CITY OF INTEGRAL 1400 LUMEN. ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC BUSHING. NF - NON-FUSED SAN FO R D MUNICIPAL CODES a EMERGENCY LIGHTING FIXTURE - WALL MOUNTED WITH ® DUPLEX RECEPTACLE - FLUSH MOUNTED IN FLOOR BOX. ELEC - ELECTRICAL NIC - NOT IN CONTRACT EMERGENCY BALLAST INTEGRAL 1400 LUMEN. EM - EMERGENCY EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION- ® DOUBLE DUPLEX RECEPTACLE MOUNTED TOGETHER IN A FLUSH MOUNTED FLOOR BOX. EMS - ENERGY MANAGEMENT NL - NIGHT LIGHT ®� CEILING MOUNTED ®50 SPECIAL PURPOSE OUTLET - COORDINATE EXACT NEMA CONFIGURATION AMPACITY SYSTEM O.C. _ ON CENTER EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION- WALL 30 RATING AS INDICATED. EMT - ELECTRICAL METALUC TUBING P - POLE MOUNTED }e� EXIT SIGN -DOUBLE FACE -ARROW INDICATES DIRECTION - F JO CEILING FAN JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). EF - EXHAUST FAN PNL - PVC PANELBOARD CEILING MOUNTED Q WALL MOUNTED JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). EWC - ELECTRIC WATER COOLER _ POLYVINYL CHLORIDE RGS COMBINATION EMERGENCY EXIT SIGN AND BATTERY LIGHT MOTOR EX - EXISTING - RIGID GALVANIZED STEEL SINGLE FACE WITH DUAL HEADS AND INTEGRAL EMERGENCY F (� EXHAUST FAN FA - FIRE ALARM RM - ROOM BATTERY POWER SUPPLY. FACP - FIRE ALARM CONTROL PANEL SPEC - SPECIFICATION LIGHTNING PROTECTION SYSTEM EMERGENCY LIGHT WITH INTEGRAL BATTERY PACK - DUAL HEAD O PHOTO CELL FBC - FLORIDA BUILDING CODE SS - STAINLESS STEEL -($' DECORATIVE PENDANT WP ELECTRICAL SERVICE SHUNT TRIP BREAK GLASS STATION SQUARE V CLAS4900 1-K15 W/ CLASS 9001-K25 STAINLESS STEEL COVER GFI - GROUND FAULT INTERRUPTER TVSS - TRANSIENT VOLTAGE SURGE SUPPRESSION CONTRACTOR SHALL PROVIDE A COMPLETE "SERVICE GNC GROUND LIGHT TRACK - CEILING MOUNTED. PLATE. ENGRAVE DISCONNECT' MOUNT 7'-0" AFF./WEATHERPROOF HOUSING - NP - TYPICAL ROOF MOUNTED LIGHTNING PROTECTION LED COVE LIGHT AS INDICATED ® GROUND BAR GRC - GALVANIZED RIGID CONDUIT LION - UNLESS OTHERWISE NOTED SYSTEM FOR THE ENTIRE FACILITY THAT LCP LIGHTING CONTROL PANEL D ® DOORBELL CHIME - INSTAL PER PROTOTYPE DWGS. HVAC - AIR CON VENTILATING AND AIR COI�DMONING V - VOLTS MEETS THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS, THE NATIONAL 17021 DIMMING STATION DOOR BELL - INSTALL Q 46" AFF IWH INSTANTANEOUS WATER W - WIRE FIRE PROTECTION ASSOCIATION'S STANDARD WP - WEATHERPROOF FOR THE INSTALLATION OF LIGHTNING SWITCHES FIRE ALARM H.I.D. - HIGH INTENSITY DISCHARGE PROTECTION SYSTEMS, 2008 EDITION" I.G. — ISOLATED GROUND 780) AND THEINSTALLATION Q MANUAL PULL STATION(NEPA o SINGLE POLE SWITCH -TOGGLE TYPE. SEE ELECTRICAL SPECIFICATIONS J - JUNCTION REQUIREMENTS FOR LIGHTNING PROTECTION / FOR MOUNTING HEIGHTS. 6 E4 COMBINATION AUDIBLE AUDIOVISUAL SIGNALING UNIT- HORN/FLASHING "FIRE" LIGHT WALL SYSTEMS, UL 96A" OF UNDERWRITERS (3) 3 WAY (4) 4 WAY MOUNTED 48" AFF UNLESS OTHERWISE NOTED. WP=WEATHER PROOF. C= CEILING, 110 LABORATORIES INC. CANDELA UNLESS NOTED OTHERWISE. (2) DOUBLE POLE (P) WITH PILOT LIGHT INDICATION -Q VISUAL SIGNALING UNIT, WALL MOUNTED- FLASHING "FIRE" LIGHT ONLY (NO AUDIO DEVICE) (D) DIMMER 75 CANDELA UNLESS NOTED OTHERWISE. o (K) KEY QS 4 FIRE ALARM SYSTEM, RESIDENTIAL UNIT MINI -HORN. MOTOR RATED SWITCH - 1 POLE OR 2 POLE AS REQUIRED. 30 AMP OR AS o REQUIRED BY CIRCUIT WITH INTEGRAL THERMAL OVERLOADS. PHOTOELECTRIC DUCT SMOKE DETECTOR zSR=RETURN S S=SUPPLY WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH. ® FIRE ALARM SHUTDOWN OR CONTROL RELAY OSa CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH. LOWER DUCT DETECTOR REMOTE TROUBLE INDICATOR. MOUNT ADJACENT TO UNIT. SPECIFICATIONS: CASE (a) INDICATES MANUAL TOGGLE OVERRIDE ®2 FIRE ALARM HEAT DETECTOR. (2) INDICATES TO PROVIDE DUAL RATED CONVERTIBLE SEE DIVISION 26 PROJECT SERVICE AND DISTRIBUTION SPECIFICATIONS FOR ADDITIONAL Cliff„!!2 CEILING MOUNTED SMOKE DETECTOR. (2) INDICATES PROVIDE DUAL RATED CONVERTIBLE REQUIREMENTS. BRANCH CIRCUIT PANELBOARD, 120/208V, SURFACE CONTACT. WITH (CM) INDICATES SMOKE/CARBON MONOXIDE DETECTOR. MOUNTED. ® MAGNETIC DOOR HOLDER 3-m caj FUSED DISCONNECT SWITCH.3-POLE, 30AMP ASTERISK FACP FIRE ALARM CONTROL PANEL * INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 3R F® FIRE ALARM JUNCTION BOX. STAINLESS STEEL RATED OUTDOORS. o VOLTAGE DROP UTILITY TRANSFORMER REMOTE FIRE ALARM ANNUNCIATOR PANEL, FLUSHED MOUNTED. ® VISUAL STROBE THIS PROJECT IS IN COMPLIANCE WITH Q 11ZANSIENT VOLTAGE SURGE SUPPRESSOR. (TVSS) 2014 FBC—ENERGY CONSERVATION ® FIRE/SMOKE DAMPER. PROVIDE FIRE ALARM RELAY AND 120V 20A BRANCH C405.7.3 AND NEC 210.19 WITH CIRCIT BREAKER AS SHOWN ON POWER PLAN. REFER TO MECHANICAL DRAWINGS REGARDS TO VOLTAGE DROP FOR BOTH FOR EXACT REQUIREMENTS. FEEDER/CUSTOMER—OWNED SERVICE ® KNOX BOX CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). DATA/COMM DATA/COMM OUTLET WITH FLUSH MOUNTED 4" SQUARE SINGLE GANG JUNCTION BOX. MOUNT AT 18" A.F.F., UNLESS OTHERWISE NOTED. PROVIDE BLANK STAINLESS STEEL COVER PLATE. EXTEND 1" CONCEALED CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC BUSHING. OR AS NOTED. INSTALL PULL WIRE. SEE DATA/COMM. DRAWINGS FOR ALL WIRING REFER TO ARCHITECTURAL AND EQUIPMENT. OUTLETS BELOW ARE TYPICAL WITH DATA/COMM OUTLET REQUIREMENTS EXCEPT AS NOTED. FF = FIREFIGHTER'S PHONE JACK. D RAW I N G A131 FOR LIGHTING ® TELEVISION ouTLET. MOUNT 18 " ABOVE FINISHED FLOOR. FIXTURE SCHEDULE ® TELEPHONE TERMINAL BOARD, 3/4" THICK x (4' OR 6' AS NOTED) x 8'-0" (PROMDE FULL HEIGHT WHERE INDICATED) FIRE RETARDANT PLYWOOD BACKBOARD PAINTED GRAY. ® NURSE CALL ROUGH IN, PROVIDE 40X4" BACK BOX WITH 1" CONDUIT STUBED SEAL DATE: 07103/17 ABOVE CEILING, REFER TO OWNER VENDOR FOR COORDINATION OF ALL OUTLET LOCATIONS AND WIRING REQUIREMENTS. 0 '►CEN s!"� ® WIRELESS TELEPHONE TRANSCEIVER OUTLET (CAT5E PDE) REFER TO OWNER +' ♦�� � *�+ �,• S',�.•,-y' LOCATIONS AND WIRING REQUIREMENTS. VENDOR FOR COORDINATION OF ALL OU11�T LOCA Q � ,, ,��W ® CEILING MOUNTED SPEAKER 8" 20V INTERNAL VOLUME CONTROL (22 GAUGE WIRE) REFER TO OWNER •� : � � VENDOR FOR COORDINATION OF ALL OUTLET LOCATIONS AND WIRING REQUIREMENTS.OF ® CARD READER ACCESS (ONE WAY). MOUNT FLUSH MOUNT BOX AT 48" AFF UNLESS OTHERWISE NOTED 1 REFER TO OWNER VENDOR FOR COORDINATION OF AL OUTLET' LOCATIONS AND WIRING REQUIREMENTS. 02 CARD READER ACCESS (TWO WAY) MOUNT FLUSH MOUNT BOX AT 48" AFF UNLESS OTHERWISEJ` NOTED REFER TO OWNER VENDOR FOR COORDINATION OF ALL OUTLET LOCATIONS AND WIRING REQUIREMENTS. ' NawwafAhmad, PE FL - 56095 ARCHITECTURE -ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. el ite u n ive rsal a rc h itects. oo m ®Copyright 2017 Elite Universal, LLC, All Rights Reserved. CONSULTANT PROJECT A w V1 QM �OoO w Rz wQ a w2 °U) tl �ao0 Z 0 LLF- 0U ��Q �a 0 Z C w J O J m 0 z U) Q Q Z U 0 � Q U LU J w Lu � m m Q SEAL NAWWAF AHMAD, PE FLORIDA P.E. #556095 REVISIONS: #1 DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E001 Elite Universal Job No. 08009 I. GENERAL REQUIREMENTS: A All work shall be in compliance with the following code requirements: • International Building Code, 2009 with latest New Hampshire amendments • NFPA 101 - Latest adopted edition. • National Electrical Code (NEPA 70), 2014 Edition. • Regulations of the local utility telephone, cable television and power utility companies. Obtain and pay for any and all required permits, inspections, certificates of inspections and approval, and the like, and deliver such certificates to the Engineer. B. The Contractor shall furnish, perform, or otherwise provide all labor (including, but not limited to, all planning, purchasing, painting, transporting, rigging, hoisting, storing, installing, testing, chasing, channeling, cutting, trenching, excavating and backfilling), coordination, field verification, equipment installation, support, and safety, supplies, and materials necessary for the correct installation of complete and functional electrical systems (as described or implied by these specifications and the applicable drawings). C. All drawings and specifications on the project are complementary, each to all other sets, and they shall be used in combination for the execution of this work. DIVISION 16 work shown on any one set of drawings, including all architectural drawings, mechanical, plumbing and fire protection drawings for general work and equipment, and DIVISION 16 work called for under any section of the project specifications, shall be considered as included in this work unless specifically excluded by inclusion in some other branch of the work. This shall include roughing -in for connections and equipment as called for or inferred. The Contractor shall check all drawings and specifications for the project and shall be responsible for the installation of all DIVISION 16 work. D. The Contractor shall carefully check the drawings and specifications of all other trades and divisions before installing any of his work. He shall in all cases consider the work of all other trades, and shall coordinate his work with them so that the best arrangements of all equipment, piping, conduit, ducts, rough -in, etc., can be obtained. E Locations designated for outlets, switches, devices, equipment, etc., are approximate and final locations shall be verified in the field. Contractor shall locate all devices up to 5 feet in any, direction as directed by Owner and per Code. Where instructions or notes are insufficient to convey the intent of the design, consult the Owner prior to bidding and installation. F. Contractor shall be responsible for verifying and coordinating the locations of devices to be used and coordinating the final locations of electrical equipment with millwork, sinks, benches, counters and shelving prior to bidding and installation. All discrepancies shall be brought to the attention of the Owner. G. DIVISION 16 Contractor shall have had experience of at least the some size and scope as this project, on at least two other projects within the last five years in order to be qualified to bid this project. H. Contractor shall and does hereby warrant all materials and equipment furnished under this section of the specifications to be free from defects and to function or operate satisfactorily for one year after final acceptance of the work, and that any items not meeting this requirement will be made good by him without cost to Owner, provided such defects or failures are not due to abuse, neglect, or lack of reasonable and ordinary maintenance. I. All work shall be executed in a workmanship manner and shall present a neat mechanical appearance upon completion. J. Balance load as equally as practicable on all feeders, branch circuits and panel buses. K. The Contractor shall provide adequate protection, wherever work is to be performed in finished/occupied spaces, to prevent damage to adjacent areas, equipment, or furnishings; to prevent accidental injury to building occupants and the public; to prevent the spreading of dust, dirt, debris, and moisture from the area where work is being performed; and to prevent dust, dirt, debris, and moisture from getting on or in the building occupant's furnishings or equipment. L The Contractor shall repair, at no cost to the Owner, any damage done by himself or his employees. He shall also be responsible for all cutting and patching required to properly install his work. This shall also include the patching of existing roadways (paved or improved), parking areas, sidewalks, walls, stairs, mechanical work, curbs, gutters, etc., cut to install work provided by the Contractor. Patch work shall comply with the applicable sections of these specifications and shall match the existing finishes. M. Upon completion of work, the entire wiring system shall be tested, and shall be shown to be in proper working condition in accordance with intent of specifications and drawings. It shall be the responsibility of the Contractor to have all systems ready for operation and to have an electrician available to operate some in accordance with and under the supervision of the inspection representative of the Engineer. The Contractor shall be available to assist in removal of panel fronts, etc., to permit inspection as required. N. In accordance with DIVISION 1 and the Conditions of the Contract, the Contractor shall provide and keep up to date a complete record set of construction "As-Builts' blueline prints which shall be corrected daily, and shall show every change from the original contract drawings, including addenda and change orders in accordance with General Requirements and Special Conditions. This set of prints shall be kept on the job site, and shall be used only as a record set This shall not be construed as authorization for the Contractors to make changes in the layout without definite instruction in each case. IL ELECTRICAL SCOPE: A Furnishing and installation of electric lighting systems, power systems, and auxiliary systems as shown or herein specified. B. Connection of all equipment requiring electrical connection, mentioned in this division or shown on drawings, whether furnished by Division 16 or under other divisions, or furnished by Owner. C. Furnishing and installation of outlet boxes, conduit raceways, terminal boards, power and grounding for a complete telephone, television and data raceway distribution system. (Telephone and data hardware, as well as wiring and software is not included.) D. Furnish and install a complete roof top lightning protection system. E. Furnish and install a complete fire alarm system. F. The Contractor shall be fully responsible for contacting the offices of all local and/or state authorities having jurisdiction over this project in order to schedule all required inspections and obtain all necessary permits, etc. The Contractor shall notify the Architect/Engineer of all scheduled inspections at least two weeks in advance of the scheduled date. G. The Contractor shall replace any defective materials, equipment, or workmanship without cost to the Owner within the stipulated guaranteed period. H. It shall be the responsibility of the Division 16 Contractor to have all systems ready for operation and to have an electrician available for all inspections. The Contractor shall provide personnel to assist in removal of panel fronts, etc. to permit inspection as required. 1. Submit to the Architect/Engineer promptly after award of contract and prior to purchasing, six copies of manufacturers shop drawings. Provide SUBMITTALS for the following items. All shop drawings of a specific item or system shall be made in one submittal and within ten days after award of contract 1. Panelboords 7. Disconnect switches 2. Lighting Fixtures 8. Conduit 3. Fire Alarm Systems 9. Wire 4. Wiring Devices 10. Motor Starters 5. Switchboards 6. Lightning Protection System J. Completed wiring systems shall be free from short circuits and after completion, perform tests for insulation resistance in accordance with the requirements of the National Electrical Code. All wiring systems shall be completely and totally 'bafed?during construction. Only qualified personnel shall handle electrical systems. K. The electrical circuits, components, and controls for all equipment are selected and sized, based on the equipment specified. If substitutions and/or equivalent equipment are furnished, it shall be the responsibility of all parties concerned, involved in, and fumishing the substitute and/or equivalent equipment to verify and compare the electrical characteristics and requirements of that furnished to that specked and/or shown. If greater capacity or more materials or labor is required for the rough -in, circuitry or connections than for the item specified and provided for, then it shall be the responsibility of the parties involved in providing the substitute and/or equivalent items of equipment to provide all compensation for additional charges made for the proper rough -in, circuitry and connections for the equipment fumished. No additional charges above the Base Bid shall be allowed for such revisions. L Before rough -in of circuitry or connecting to equipment, furnished under this division, any other division, or by the Owner, the Contractor shall verify the electrical characteristics and requirements of the equipment being furnished and for that specified and shown on the drawings and provide for proper rough -in and connection. M. Excavation for Underground Electrical Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.110% plus a sufficient distance to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. N. Trenching: Excavate trenches for electrical installations as follows: 1. Excavate trenches to the uniform width, sufficiently wide to provide ample working room and a minimum of 6" to 9" clearance on both sides of raceways and equipment. 2. Excavate trenches to depth indicated or required. 3. Limit the length of open trench to that in which installations can be made and the trench backfilled within the some day. 4. Where rock is encountered, carry excavation below required elevation and backfill with a layer of crushed stone or gravel prior to installation of raceways and equipment. Provide a minimum of 6' of stone or grovel cushion between rock bearing surface and electrical installations. 0. The Contractor shall provide all inserts for the support of DIVISION 16 to be laced in concrete or through concrete equipmentp g rete slabs as construction progresses. He shall provide all miscellaneous hanging and supporting hardware. All electrical work is to be concealed in or built into general construction shall be placed as construction progresses. Failure of the Contractor to coordinate work with other trades and the project construction progress shall make him responsible for all cost of cutting and patching, as required to install work. No structural member, masonry construction or finished work shall be cut or altered without prior written approval by the Architect/Engineer. Contractor shall fire rote all penetrations through all fire rated slabs or walls per the intended rating. P. The Contractor shall supply and set into place all wall sleeves for conduits and ceiling inserts for hangers in areas of new construction as building construction progresses. Install equipment noted to be concealed in walls before walls are constructed in order that walls may be constructed around conduits, enclosures, etc. Q. Metallic materials shall be protected against contusion. Equipment enclosures shall be given rust -inhibiting treatment and standard finish by manufacturer. Aluminum shall not be used on contact with earth, and, where connected to dissimilar metal, shall be protected by suitable fittings and treatment All ferrous metals such as anchors, bolts, braces, boxes, bodies, clamps, fittings, guards, nuts, pins, rods, shims, thimbles, washers, and miscellaneous parts, not of stainless steel or nonferrous materials, shall be hot -dipped galvanized. R. All conduits stubbed out for future use shall have a pull wire installed, a plastic cap installed and be identified as to the conduit origin. S. The responsibility for any cutting of construction which is required for the installation of DIVISION 16 work, shall be by the Contractor. The Contractor shall coordinate with all other Trades and the Owner before any cutting and obtain approval from the Architect/Engineer prior to any cutting. All patching and finishing shall be by the Contractor. T. Where openings or holes are cut in construction and the cutting breaks electrical circuitry or control circuitry conduit and wiring, then it shall be the responsibility of the Contractor to reroute the circuitry conduit and rewiring and to complete the circuitry as required and as approved by the Architect/Engineer. Temporary completion shall be provided where necessary before the permanent rerouting and completion work is finished. U. Any penetrations of fire or smoke rated assemblies made by this Contractor in vertical or horizontal construction shall be sealed and protected by this Contractor in order to maintain the established fire rating with methods as approved by the authority having jurisdiction. III. IDENTIFICATION: A Identification nameplates shall be laminated plastic, secured to equipment with two screws. B. Each panelboord and switchboard shall be equipped with a permanent plastic nameplate with 1/2' minimum letters, securely fastened to the device. C. Each individually mounted circuit breaker, switch, vfd, motor starter, relay panel, lighting contactor, transformer and/or any other control or protective device including equipment disconnect switches shall be equipped with a permanent plastic nameplate with 1/2" minimum letters. D. Ponelboords shall havewritt type en directories. All circuits to be identified by devices served and room numbers (i.e., lighting Room 216). Handwritten directories will not be allowed. E Each junction box cabinet or wireway larger than 6" x 6" shall be equipped with a permanent plastic nameplate with 1/2" minimum letters indicating the system enclosed. F. All Systems junction boxes and conduit shall be color coded inside and outside of the box prior to the installation of conductors per the following: 1. CCTV System: Green 2. Telephone Data System: Blue 3. Fire Alarm System Red G. Entire box inside and out , including cover, shall be painted prior to installing conductors. C. Shall be steel threaded compression type. All couplings and connectors shall be Efcor or Raco. Pressure indented type connectors or cast metal will not be approved for any location. D. Connectors shall have plastic insulated throat inserts. E. The use of Metal Clad Cable is acceptable in locations as accepted by the NEC and all local jurisdictional codes. F. Steel metal clad cable, Type MC, employing circuit conductors #12 solid to 12 AWG, solid or stranded copper with THHN insulation, an insulated green grounding conductor and galvanized steel interlocked armor cladding. The cables shall be suitable for use in concealed dry locations at temperatures not exceeding 90' C on ad circuits up to 600 volts in accordance with N.E.C., Article 334. The cable shall be one and two hour fire rated per ANSI/UL 1479 for use concealed in wall, ceiling and floor assemblies. G. Flexible metallic conduit raceways may be used to connect HVAC units located in interior mechanical areas. Minimum size 3/40 . H. Conduit shall be sized in accordance with the latest National Electrical Code except that no conduit shall be smaller than 3/4" unless otherwise noted. Conduit shall be sized larger than required above when so shown on the drawings or when required by local Code. I. Any conduit stubbed out for future shall be capped with a plastic cap and narked with a 2' minimum red metal tag which identifies conduit origin. Conduits stubbed up above grade or roof shall be tagged on the conduit Conduit stubbed out below grade shall be tagged on nearest building wall, curb, etc., directly over the conduit All empty conduits shall have pull wires. VI. SCHEDULE 40 RIGID PVC: A Conduit shall be composed of polyvinylchloride and shall be UL rated Type 40 for use with 90EC rated conductors. Conduit shall conform to NEMA standards and applicable sections of NEC. B. Installation of rigid non-metallic conduit shall comply with Article 347 of the National Electrical Code (NEPA 70) and these specifications. C. Provide a continuous, insulated, grounding conductor in every rigid, non-metallic raceway even N not shown on the drawings. The grounding conductor shall be connected to ground at each end of the raceway in accordance with Article 250 of the National Electrical Code (NEPA 70). D. Where rigid non-metallic conduit transitions to metallic conduit, the location of the transition shall be underground. E No PVC conduit shall be run exposed, or above grade. VII. WIRE AND CABLE 600 VOLT: A Conductors shall have current carrying capacities as per NEC and with 600 volt insulation, 112 average minimum for 20 amp circuits. Conductors shall be copper. B. J12 and 110 shall be solid, type THWNMHN insulation. C. 18 and larger, and any size to motors shall be stranded type THHN. D. Shall be made with T do B Sta-Kon wire joints, PT series, complete with insulating caps and installed with W1`161 Tool or W172000 Tool, Ideal Super Nuts (not wire Ideal Wing Nuts, or Buchanan Elec. Products B Cap or Series 2000 Pres Sure connectors complete with nylon snap -on insulators and installed with C24 pressure tool. E. All joints and splices in wire shall be made with approved solderless connectors, and covered so that insulation is Owner approved equal to conductor insulation. Splices shall not be permitted in control, security, fire alarm, television or communications systems, or where otherwise noted. Splicing of wire or cables will not be allowed below grade, including in boxes below grade. F. Both conductors and conduits shall be continuous from outlet to outlet G. In installing the main electrical service, additional slack conductors shall be provided and terminated as required by electric utility for connection to their equipment Field coordinate with utility prior to installing conductors. H. In installing parallel conductors it is mandatory that all conductors making up the feeder be exactly the some length, the some size and the some type of conductor with the same insulation. Further, each group of conductors making up a phase or neutral must be bonded at both ends in an approved manner. I. Conductor sizes indicated on circuit homeruns or in ponelboard schedules shall be installed over the entire length of the circuit unless noted otherwise on the drawings. J. Conductors shall be continuous and unspliced where installed in conduit. Splices shall occur only within wiring troughs, wireways, junction boxes, outlet boxes, or equipment enclosures where sufficient additional room is provided for all splices. K. Each branch circuit and feeder conductor shall be color coded. For conductor sizes thru No. 6 AWG, the insulation shall be of the color as indicated below. Color code shall be strictly adhered to. For conductor sizes No. 4 AWG and larger, color coded phase tape may be applied completely around the conductor insulation within 8" of each end of the conductor and in each pull or junction box or whenever conductors are physically exposed to view. Grounding conductors and grounded conductors shall have insulation' color as indicated for sizes through 16 AWG. 120/208 V, 3phose,4w Phase A. Color. Black Phase B, Color. Red Phase C. Color. Blue Neutral, Color. White Ground, Color. Green VIII GROUNDING• IV. WIRING DEVICES: A Switches shall be 20 amp commercial grade 125 vac. Grey in color with stainless steel coverplates. B. Receptacles shall be 20 amp specification grade 125 vac. Grey in color with stainless steel coverplates. C. Weatherproof receptacles shall be GFCI types with gasketed stainless steel key lockable flip cover type coverplates. Surge suppression type outlets in MDFs and IDFs shall be Hubbell 183625 (blue) or equal. D. Receptacles provided for attachment of cord and plug equipment shall be heavy duty, specification grade. non -interchangeable, flush mounted types of the proper NEMA configuration to serve the equipment NEMA configurations shall be verified prior to installation of circuit conductors. E. All devices shall have proper plates, carpet flanges, trims, rings, escutcheons, etc., as manufactured by same manufacturer as devices. Any telephone or other outlet which is not equipped with a plate furnished by others shall have one provided by this Contractor. Device plates shall be color and type as shown below. a. All Spaces: 1. Grey Devices 2. Stainless Steel or Stamped Galvanized Steel on Surface Mounted Boxes 3. Stainless Steel Plates on Flush Mounted Boxes H. Mounting heights are approximate. The exact locations and mounting heights shall be determined on the job and it shall be the Contractors responsibility to coordinate with all trades to insure correct installation, i.e., over counters in or above back -splashes, in block walls, tile, and other specific construction features. Location of outlets mounted in built- ins, millwork, and cabinetry shall be verified. Outlets mounted in kick or toe spaces shall be mounted horizontally. Outlet boxes shall be mounted to prevent device plate from overlapping backsplash, trim, tile, etc. Locate so device plate will lay flat against surface completely around the perimeter of plate. 1. Outlets, other than those coordinated with counter tops, shelves, and cabinets, shall be located with the center line of outlet boxes the following distance above the finished floor, unless otherwise indicated: 1. Receptacles, General: 1'-6' AFF 2. Telephone Outlets: 1'-6' AFF 3. Switches, General: 4'-0" AFF V. RACEWAYS A Shall be galvanized outside and inside by hot dipping. E.M.T. shall be Electro - Galvanized. Conduits shall be as manufactured by Republic, Pittsburgh Standard, Wheatland, Triangle, Allied, or Youngstown. B. Shall be standard threaded type, galvanized outside and inside by hot dipping. Threadless and clamp type not acceptable. Shall be as manufactured by Raco, Efcor, or Appleton. A This section deals with the grounding of service equipment, transformers, non- current carrying conductive surfaces of equipment, metal building, structures and other equipment B. All grounding connections shall be installed in accordance with the National Electrical Code and all local codes and requirements. Such codes shall be considered minimum requirements and the installation of the grounding system shall insure freedom from dangerous shock exposure and shall provide a low impedance ground fault path to permit operation of overcurrent and ground fault protective devices. C. All service and equipment grounding conductors, and bonding jumpers shall be insulated copper, type THHN, THWN, or THW conductors (unless noted otherwise) and shall be sized in accordance with the applicable portions of Articles 250 and 517 of the National Electrical Code. Grounding conductors 16 AWG and smaller shall have a green color insulation. All grounding conductors J4 AWG and larger shall be adequately identified with a green tracer and/or green colored tape at each end of the grounding conductor and at each pullbox or other accessible location. D. The main service grounding electrode system shall consist of the following items bonded together by the grounding electrode conductors in accordance with NEC Article 250, Part H: 1. The main underground cold water pipe, NEC 250 2. Metal frame of building where available, NEC 250 3. Concrete encased electrode, NEC 250 4. The building lightning protection system. E The neutral conductor shall be grounded at the service entrance main disconnect, and at each separately derived system only per NEC Article 250. F. A #4 insulated copper conductor installed in 3/4" concealed conduit shall be connected from the building grounding electrode system to each building telephone terminal/data IDF terminal boards, or cabinets, fire alarm control cabinets, CCTV system cabinets, EMS cabinets, Relay cabinets, and security system cabinets. Terminate on an appropriately sized (8) terminal multi -conductor connection grounding lug located within cabinet or on terminal boards. IX. PANELBOARDS: A Panelboards shall be dead front type and shall be in accordance with Underwriters' Laboratories, Inc., standard for ponelboards and enclosing cabinets and so labeled. B. Panelboards shall be factory assembled with branch breakers arranged as shown in schedules. Breakers shall be numbered vertically beginning top left Breaker numbers shall be permanently attached to trim. Panel shall be minimum 20' wide, unless specifically noted otherwise. D. My special requirements on the drawings or schedules, such as ground fault 1. Fire alarm devices and equipment to be installed outdoors in exterior locations shall protection, be specifically designed and U.L listed as weather and waterproof. Provide Increased interrupting capacity, shunt trip type circuit breaker, weatherproof Neoprene gaskets between wall mounting surface and fire alarm feed thru panelboards, etc., shall supersede these specifications, but only insofar as that device for all devices mounted outdoors. particular requirement is concerned and as indicated. J. Available Manufacturers: Subject to compliance with requirements. All devices E. Wiring in panelboard gutters shall be done in a neat and workmanlike manner. Wiring shall be provided for and manufactured by SIMPLEX, EST, NOTIFIER, or shall be grouped into neat bundles and secured with nylon tie wraps. PYROTRONICS. F. Provide type written directories for each panelboard indicating the load served. K. Description: Double -action non -break glass, addressable type, fabricated of metal or plastic, and finished in white with molded, raised -letter operating instructions of X. LIGHTING FIXTURES: ' II be fie Id -sett bl 'th t ' I 41 A Lighting fixtures shall be furnished as shown on drawings and in the Lighting Fixture Schedule. It shall specifically be the responsibility of the Contractor to verify exact type ceiling and recessing depth of all recessed fixtures and to furnish the mounting trims and accessories of the specified and/or approved fixtures for the ceiling to be installed. Lighting fixtures shall be provided with joiner plates, end caps, retaining clips, plaster frames, housings, and all other accessories required for a complete installation. B. All fixtures shall be equipped with lamps unless otherwise noted. Lamps shall be installed new, immediately prior to final inspection, and shall not be used for construction. C. Fixture catalog number represents basic luminary size, type, quality and configuration. Accessories shall be furnished with each unit as required for a complete finished installation. Basic accessories shall include, but are not limited to, the following: 1. Joining plates, end caps, retaining clips, etc. 2. Trims for recessed fixtures. 3. Fixture stems and canopies finished to match fixtures. 4. Special mounting brackets, tenons, slip filters, concrete bases, poles, anchor bolts, junction boxes, and stanchions for all exterior lighting fixtures. Provide all weatherproofing for all lighting fixtures to be installed in exterior locations. D. Structural support of all fixtures shall be the responsibility of the Contractor. E. The system grounding conductor shall be secured to each fixture body by means of a bonding screw. F. Owner will have right to relocate lighting fixtures or lighting switches within 72' of location shown on first walk-through at no additional expense. Coordinate the walk-through prior to the installation of the wiring. red color. Address of urn st h XI. LIGHTNING PROTECTION SYSTEMS: A Description of Systems: 1. A Lightning Protection System shall be placed on the structure by experienced installers in compliance with provisions of Code for Lightning Protection Systems as adopted by the National Fire Protection Association and Underwriters' Laboratories. Intent of the lightning protection systems shall be to protect the new building against damage by lightning. All equipment to that result shall be included whether or not specifically called for herein. Installers shall be LPI (Lightning Protection Institute) certified, master and Journeyman in accordance with LPI Standards or of equal qualifications as approved by Engineer. A U.L Master Label for the system and a witness of grounding form, similar to that required by LPI (Form 175-A), shall be required. 2. Materials shall comply in weight, size and composition with the requirements of Underwriters' Laboratories and the National Fre Protection Code relating to this type of installation, and shall be U.L Labeled. 3. Contractor shall be required to pull a permit for their work and provide a complete package of permit, drawings, specifications and details for a complete tumkey system, including but not limited to: a. Air terminals b. Bonding plates C. Conductors d. Connectors e. Fasteners f. Grounding plates g. Grounding rods h. Rod clamps I. Splicers j. Fittings k. Test wells. B. Roof conductors shall consist of aluminum; to be coordinated with the building flashing materials, complying with the weight and construction requirements of the Code, and shall be coursed to interconnect with air terminals, and in general, provide a two-way minimum path to ground. The angle of any tum shall not exceed 90 degrees, and shall provide an approximately horizontal or downward course. Down conductors shall be copper, and shall be installed in concealed PVC conduit and concealed within the structure. Approved bi-metal transitions from aluminum roof conductors to copper down conductors shall be provided where aluminum building flashing is used. C. Ground connections shall be made in accordance with requirements of all applicable codes.Ground rods shall be placed in a minimum of two (2) feet from building foundations. In addition to above artificial grounds, one down conductor of each two - path system shall be connected to water piping system with approved water pipe type strap connector. All ground rods shall be 5/8" X 30' copperweld type. D. Installation shall be made in an inconspicuous (concealed) manner with conductors coursed to conceal equipment as much as possible. Down conductors shall be concealed within structure, and shall be run in 1' PIC concealed conduit All metallic equipment within 6 feet of any lightning conductor shall be bonded to conductor. System shall also be tied to the main service electrical grounding conductor. E. During construction, inspection and testing shall be made to assure a low resistance path throughout the system. Upon completion, the air terminals shall be tested for resistance to the grounding electrode system. Any air terminal which has more than 5 ohms resistance to ground shall be connected by additional approved means to reduce the resistance to 5 ohms or less. XII. FIRE ALARM SYSTEMS A This Section includes automatic addressable fire alarm systems, including Fire Alarm Control Panel, and remote annunciator, manual pull stations, heat and smoke detectors, fire alarm audio, visual signal equipment, controls, and surge protection devices. Coordinate all wiring and device interfaces with Owners representative. The Fire Alarm System shall meet the latest adopted edition of all local, State of New Hampshire and Federal ADA requirements. All devices shall be white in color with red lettering. B. General: Complete, zoned, noncoded, addressable, microprocessor -based fire detection alarm system with manual and automatic alarm initiation signals from a supervised fire alarm sound distribution system. Devices located outdoors shall be specifically designed for exterior service. Provide battery back-up based upon total load per NFPA 72. Alarm shall achieve a minimum of 80 db throughout occupiable spaces and meet ADA requirements. C. Transmission to Remote Central Station: Provide wiring to automatically route an alarm, supervisory, and trouble signals to the Grand Sandestin central station service transmitter located in main fire alarm control panel using listed and approved equipment Provide all necessary wiring connection by this Contractor. D. General Alarm: A system general alarm includes: a. Indicating the general alarm condition at the FACP and the integral annunciator. b. Identifying the device that is the source of the alarm at the FACP and the annunciator. C. Initiating audible and visible alarm signals throughout the building. d. Stopping HVAC supply and return fans. e. Initiating transmission of alarm signal to remote central station. f. Close fire/smoke doors. g. Close fire/smoke dampers. h. Manual station alarm operation initiates a general alarm. i. Water -flow alarm switch operation: Initiates a general alarm. j. Smoke or heat detection initiates a general alarm. a a e wt ou specie oo s. L Initiation Circuits (Loop): Initiation loop conductors shall be West Penn #D991 for 3000'-O' in length and less. West Penn #D995 shall be used for circuits over 3000 0' in length. Below grade, wet or damp location installed cable, including cable installed on the top of exterior walkways, shall be West Penn AQUASEAL multi - conductor (14 gauge), unless noted otherwise, shall be installed in conduit. M. Signal Circuits: Signal circuits shall be 112 AWG THWN 19 strand copper. N. Annunciator Circuits: J12 AWG THWN 19 strand copper. 0. Each and every wire shall be labeled at each end with SLC J, channel IIl or signal EEach separate circuit, initiation, signal and auxiliary shall have a sPeaific number. Label each conductor by this circuit number at the control connections and at each terminal connection in the terminal cabinets. P. Provide complete signal, data loop and power side surge suppression modules on all wiring entering or leaving each building. The Contractor shall repair any damaged components or wiring due to transient voltage surges for a period of one year from substantial completion date at no additional cost. Q. Provide relays for other local control such as HVAC shutdown, roll -up door activation, fire/smoke damper release or smoke evacuation intiation. Relays shall be 10 amp rated relays. Upon activation of the fire alarm system, the relay shall activate and shutdown the controlled equipment Locate all relays within 36" of equipment controlled. Provide weatherproof units where indicated or install in weatherproof boxes. R. Provide remote audio/visual power supply and battery charger in a self-contained lockable cabinet Provide (4) Style Y notification circuits, and an integral battery charger. Provide unit with integral 120 volt input A/C power and integral lead acid battery. Provide surge suppression for 120 volt branch circuit and provide a 20 amp 125 vac specification grade key type switch to control the power to the signal expander for maintenance. Identify the 120 volt circuit serving the switch (.i.e panelboard and branch circuit number). S. Provide a flush mounted LCD remote annunciator. Unit shall be no larger than 12" tall x 16" long, and shall be completely flush mounted in the main entrance of the facility. T. Wiring Method: Install wiring in metal raceway. Conceal raceway except in unfinished spaces and as indicated. U. No fire alarm conductors shall be installed below grade with the exception of conductors routed from building to building, as noted, or where absolutely necessary and with prior written permission of the Owner and Engineer. All other wiring shall be overhead installed in concealed conduit minimum 1/2". No underground, on ground or underground splices in pull boxes will be allowed. V. Mounting boxes for horn/strobes, control and monitor modules shall be installed in deep junction boxes with extension ring attached. BB. Minimum System Tests: Test the system according to the procedures outlined in NFPA 72. Minimum required tests are as follows: 1. Verify the absence of unwanted voltages between circuit conductors and ground. 2. Megger test all conductors other than those intentionally and permanently grounded with electronic components disconnected. Test for resistance to ground. Report readings of less than 1 -megohm for evaluation. 3. Test all conductors for short circuits utilizing an insulation -testing device. 4. With each circuit pair, short circuit at the for end of the circuit and measure the circuit resistance with an ohmmeter. Record the circuit resistance of each circuit on the record drawings. 5. Verify the control unit is in the normal condition as detailed in the manufacturers operating and maintenance manual. 6. Test initiating and indicating circuits for proper signal transmission under One connection each should be o open circuit conditions.pened at not less than 10 percent of the initiating and indicating devices. Observe proper signal transmission according to class of wiring used. 7. Test each initiating and indicating device for alarm operation and proper response at the control unit Test smoke detectors with actual products of combustion. 8. Test the system for all specified functions according to the manufacturers operating and maintenance manual. Systematically initiate specified functional performance items at each station including making all possible alarm and monitoring initiations and using all communications options. For each item, observe related performance at all devices required to be affected by the item under all system sequences. Observe indicating lights, displays, signal tones, and annunciator indications. Observe all voice audio for routing, clarity, quality, freedom from noise and distortion, and proper volume level. 9. Test both primary power and secondary power. Verify, by test, the secondary power system is capable of operating the system for the period and in the manner specified. CC. Occupancy Adjustments: When requested within one year of date of Substantial Completion, provide on-site assistance in adjusting sound levels and adjusting controls and sensitivities to suit actual occupied conditions. Provide up to five prepaid visits to the site for this purpose. DD. Provide the services of a factory -authorized service representative to demonstrate the system and train Owners maintenance personnel as specified below. 1. Train Owners maintenance personnel in the location of devices, boxes, procedures and schedules involved in operating, troubleshooting, servicing, and preventive maintaining of the system. Provide a minimum of 4 hours' training. Training shall include a complete project walkdown with Owner's authorized representative to identify device locations, junction box locations and surge suppression module locations. 2. Schedule training with the Owner at least seven working days in advance. SPECIFICATIONS: SEE DIVISIONS 26, 27 AND 28 PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SEAL DATE: 07/03/17 %%.%%,, AF's• [fes *4* 1r.*••srssra* `7 ## 4'A-..110 ,IGEN, ;'*,'10! * : - S609S -At 37A�do tl�» 10 I `` Nawwaf Ahmad, PE FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Elite Univesrg, LLC. CONSULTANT Wk w Z 2 lL 2 W WW 0 i Z N N c, E m W o� _ - ., W -N _ Z Yi� -� N2 -. w o J^ Nd ` C _ W =O Y pi ' H y Zvm -•�wt Z Y a- C',=-d,E W G9 9 a; -:E E Ra w ,` c ao Lj Z w `n 3 W O 3 CID g �co o ti Z r4 y n FMWa LQJ PROJECT A W Z �* , H t` Z MaQc�� �O0O W �UJEZ w0Q *4 w�_J� I* � LL a 0 �ZZF_- 0 11111110 o UZ4jL0< *0W W :� Z 0 I` Q U LL L11 CL C/) Q U_ W U UJ LU SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE I DESCRIPTION 07/03117 1 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E002 Elite Universal Job No. 08009 . . . . ......... . . . . . ............................. ....... ...... ELECTRICAL SITE PLAN SCALE: 1 " = 20' REFERENCE NOTES: Q1 NEW UTILffY COMPANY TRANSFORMER. PROVIDE CONCRETE HOUSEKEEPING PAD PER U11UTY COMPANY REQUIREMENTS. SECONDARY VOLTAGE = 120/208V, 30, 4W. 02 UNDERGROUND PRIMARY CONDUITS. REFER TO ONE -LINE ELECTRICAL RISER DIAGRAM DRAWING FOR REQUIREMENTS. FIELD COORDINATE THE EXACT ROUTING AND TERMINATION POINT PRIOR TO BIDDING. 03 UNDERGROUND 120/208V, 30, 4W ELECTRICAL SECONDARY SERVICE ENTRANCE. REFER TO ONE -UNE ELECTRICAL RISER DIAGRAM DRAWING FOR REQUIREMENTS. FIELD COORDINATE THE EXACT ROUTING AND TERMINATION POINT PRIOR TO BIDDING. ® APPROXIMATE LOCATION OF MAIN ELECTRICAL DISTRIBUTION EQUIPMENT. 50 (4) 4" UNDERGROUND CONDUITS BURIED 30" B.F.G. TO PROPERTY LINE FOR OUTSIDE PLANT COMMUNICATIONS CABLING, TELEPHONE/TELEVISION, AND CABLE TV SERVICE ENTRANCE. UTILIZE LONG RADIUS ELBOWS. INSTALL NYLON PULL WIRE IN ALL CONDUITS. TERMINATE AT PROPERTY LINE. CAP CONDUIT AND INSTALL MARKER. © APPROXIMATE LOCATION OF MAIN TELEPHONE, TELEVISION TERMINAL BOARD AND CONDUIT STUB -UPS. REFER TO FLOOR PLANS FOR EXACT TERMINATION LOCATION. STUP-UP (4) 4" CONDUITS 4" AFF FOR TELEPHONE AND TELEVISION SERVICE. CAP AND IDENTIFY. COORDINATE EXACT COMMUNICATIONS REQUIREMENT PRIOR TO INSTALLATION. O7 PROVIDE W.P. JUNCTION BOX, TOGGLE SWITCH AND 120V 20A BRANCH CIRCUIT FOR EXTERIOR SIGNAGE. COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH -IN. ® EXTERIOR LIGHTING FIXTURES SHALL BE CONTROLLED BY PHOTOCELL VIA LIGHTING CONTACTOR LC -1. Q9 COORDINATE EXACT MOUNTING HEIGHT, LOCATION AND REQUIREMENTS OF IRRIGATION PUMP PRIOR TO CONSTRUCTION. 10 PROVIDE WP/GCFI POWER RECEPTACLE AND 1 -GANG BOX WITH WEATHERPROOF WHILE -IN -USE COVER (INTERMATIC IWP1010MXD OR EQUAL). MOUNT ON GALVANIZED UNISTRUT STAND AT A MINIMUM OF 12" AFF. UTILIZE SCHEDULE 40 PVC U.G. CONDUIT FOR SUPPLY OF 120V 20A BRANCH CIRCUIT. COORDINATE AND VERIFY EXACT LOCATION PRIOR TO INSTALLATION. 11 GENERATOR SET SHALL BE LOCATED IN ACCORDANCE WITH NFPA 37, SECTION 4.1.4. NOTE: EXERCISE EXTREME CAUTION WHEN EXCAVATING IN THE AREAS IN THE SCOPE OF WORK. CONTRACTOR SHALL OBTAIN AN UNDERGROUND REPORT PRIOR TO EXCAVATION. SITE ELECTRICAL U.G. UTILITY LEGEND ------PRI------ PRIMARY U.G. SERVICE ENTRANCE CONDUITS ----- SEC------ UNDERGROUND SECONDARY SERVICE ENTRANCE FEEDERS. ----- T ------ U.G. SERVICE ENTRANCE TELECOMMUNICATIONS CONDUITS INSTALLED AT 30" BELOW FINISHED GRADE. SEAL DATE: 07/03/17 o islota ,r No. 56Q9 s SIATEOjr '•� "•!.'�Oittt)?'- , w' 01, tri Nawwaf Ahmad, PE ' FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. eliteun iversalarch itects. oom ® Copynght 2017 Elise Untumal, LLC, NI Rights Reserved. CONSULTANT . N ( a '3- 0 — Lu Z Lu LL W W y '�3'V5N ecog, d C7 (ZT j,�N V W� Y M ®y a U m Z_- w w Z z _ "a�� W Ci U Q,Q:EWE�a N wm cmU3 Zco Lu 1A j 3 g <� o Z �= 2uua L f)J PROJECT A W MSI � Q oo w .)oQ W Q 04 P602 O M� U) �a0 L I C) U `n Q MSI cn a Z Q J F_ Q U F_ Lu J W SEA] NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # I DATE I DESCRIPTION 07/03117 1 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: El OOA Elite Universal Job No - 08009 Ef El 0 IC 0 Landreth Lighting Luminaire Schedule Symbol [MANUFAC] Lithonia Lighting Lithonia Lighting Lithonia Lighting Lithonia Lighting NATIONAL LIGHTING SOLUTIONS Qty Label Arrangement Description 1 SLA2 BACK -BACK DSXO LED 40C 530 40K T5M MVOLT RPA FINISH; MOUNTED @ 25' AFG ON RTA POLE - 4 SLB 0.0 DSXO LED 40C 530 40K T2M MVOLT RPA FINISH; MOUNTED @ 25' AFG ON RTA POLE Ef El 0 IC 0 Landreth Lighting Luminaire Schedule Symbol [MANUFAC] Lithonia Lighting Lithonia Lighting Lithonia Lighting Lithonia Lighting NATIONAL LIGHTING SOLUTIONS Qty Label Arrangement Description 1 SLA2 BACK -BACK DSXO LED 40C 530 40K T5M MVOLT RPA FINISH; MOUNTED @ 25' AFG ON RTA POLE - 4 SLB SINGLE DSXO LED 40C 530 40K T2M MVOLT RPA FINISH; MOUNTED @ 25' AFG ON RTA POLE 1 SLD SINGLE DSXO LED 40C 530 40K TFTM MVOLT RPA FINISH; MOUNTED @ 25' AFG ON RTA POLE 4 SLC SINGLE DSXO LED 40C 530 40K T3M MVOLT RPA FINISH; MOUNTED @ 25' AFG ON RTA POLE 2 SLP SINGLE SVN-I-SHX-T3-16L-35-40K-UNV-PT-COLOR; POLE MOUNTED @ 15' AFG Landreth Lighting Calculation Summary Lum. Watts 1.000 68 1.000 68 1.000 68 Label Boundary CalcType Illuminance Units Fc Avg 0.08 Max 1.0 Min 0.0 Avg/Min N.A. Max/Min N.A. Sidewalk Illuminance Fc 1.78 2.5 1.0 1.78 2.50 Site Lighting Illuminance Fc 1.34 2.4 0.6 2.23 4.00 LLF Lum. Watts 1.000 68 1.000 68 1.000 68 1.000 68 1.000 1 17 Lum. Lumens BUG Rating 9196 B3 -UO -G2 8573 B2 -UO -G2 8627 B2 -UO -G2 8640 B2 -UO -G3 1666 1 B2 -UO -G2 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o ,,. ,,.. ... .. ........ ... ....,. », f?0 #Q..:.;, 0.0 .t3, 0::0. 0.0 0ti fl:(3. 00 0.0 0.D 0.0 0 00:: p..0 0.0 0.0 0.0 0 :. : .. :.:.. 0 00 00 00 00 00 00 00 00 0.0 0<0 SCALE: 1 " = 20' 1 1.7 1.3 0.8 4 1 1 Ell 0 SEAL DATE: 07/03/17 ♦���+iF A. >i u,,,, �` fir► .rlr STATE OF Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyn% 2017 Elite Universal, LLC, All Ri h(s Reserve0. CONSULTANT v i x Z 2 � w < N N O E m W <!! f� OD U W - N E _ % 69MN COw U ZN L_ to w 0y � Ny �tY Z ad C-' m W d w UQE Z Y N W � ai :E � a W C Z� W o Ln 3 m O ~ U CO ' OO ti � O F � y Tn Ewa. LOJ PROJECT A 1:.1 1.5 1.7 1.9 21 1; 21 aQc1f)o 1.6 1.3 J'0 W 1.0 1.2 1.4 1.7 Z 0 0 I - _ 2 3.3 H 2. 21 .2 2 4 2 3 . i .o 1.1 h .4 1.5 1.7 1 9 2 :.;.:.:. 1.8�»:: .............. 1.3 ( 1 :: 11 13 14 16 1 8 21 1 21 21 0 0 ........ : 1.0 1.1 1.2 1.2 1.4 1.5 1.5 1.4 1.2 1.2 i 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.4 1 1.6 1.6 1.6 1.4 1.3 1.4 1.6 1.7 1.8 1.8 1.7 :: {t.0 ..... .... 0...9 0.9 0. 9 ' 1.0 0.9 0.9 0.9 1.1 1.2 1.2 1.2 1.1 1k 1.2 1.1 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.1 0.9 0.8 0.9 1.0 1.2 1.4 1.3 1.2 )0 1'1 1.0 1.0 0.7` 0.8 01;9 .1 1.3 1.4 ; 1.4 1.2' ! 1.3 1.4 1.5f 1.9: 1.9 118 1.5 1.0 , 1.4 1.3 1.1 0.9 ',; 0 .7 0.7 0 9.1 ,1.4 1.7 8 1.4 e 1.3 13 1 5 2 0. 21 1.4 .... 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SLB ... 1.3 1.6 1.8 2.0 2.0 1.9 1.7 1.5 1.2 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.1 0.9 0.9 0.8 0.8 0.9 0.9 1.1 1.3 1.3 1.5 1.8 2.2 2.3 2.3 2.4 2 2.2 1.8 1.5 0.9 1.2 1.4 1.6 1.8 1.9 1.7 1.5 1.3 1.1 0.9 0.8 0.7 0.6 0.7 .:: 0.8 0.9 0.8 ..... 0.8 0.8 0.8 0.9 0.8 0.7 0.7 0.7 0.7 0.8 1.0 1.0 1.1 1.3 1. 1.9 2.0 2.1 2.1 2.1 1.9 ». 4 � _�::n 1 A 1 1) 1 1 1 n na n7 n9 r) r, r) r, nr nc nc n n .,t SCALE: 1 " = 20' 1 1.7 1.3 0.8 4 1 1 Ell 0 SEAL DATE: 07/03/17 ♦���+iF A. >i u,,,, �` fir► .rlr STATE OF Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyn% 2017 Elite Universal, LLC, All Ri h(s Reserve0. CONSULTANT v i x Z 2 � w < N N O E m W <!! f� OD U W - N E _ % 69MN COw U ZN L_ to w 0y � Ny �tY Z ad C-' m W d w UQE Z Y N W � ai :E � a W C Z� W o Ln 3 m O ~ U CO ' OO ti � O F � y Tn Ewa. LOJ PROJECT A W N� aQc1f)o Q �°°z W LL LL aoo Z 0 0 I - _ M�IZU o H Q fA z Q J U W 0 0 z _V J W C!) SEAL NAWWAF A HMAD PE FLORIDA P.E. #56095 REVISIONS: # I DATE I DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: El OOB Elite Universal Job No. 08009 2#11 HP1 M-2:4 WP HP1 M-33 99: 1 1 1 1 1 1 1 1 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP1-, UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL "EM1 UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP1". 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. GENERAL NOTES: 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FBC-ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTING FIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NEPA AND FLORIDA FIRE PREVENTION CODE. SEAL DATE: 07/03/17 . . ,r.i ,.......... XF ....�. r�� ins+"�1 xc EX®EM'1 1O *� R R • SS09S NL"�`''� NL E11-12 ,+� STATE EM 1 10 F :C7'• d ( A 1 FIRST FLOOR ELECTRICAL PLAN -� E 101 SCALE: » — a l r NawFL - hmad,6095 PE FL -56095 1/8 - 1 0 ARCHITECTURE - ENGINEERING - INTERIORS 3210S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyright 2017 Elite Universal, LLC. A Po hts Reserved. CONSULTANT 0 6 O Z~ _a co UZ X Z W w< W � —N� � m m Z �JNM.D8 . =�N w Z to W 2 V � Ws?dM Ems¢ N Z uj ccl?U3 30 m 0 n U < Z �ED CD CD 05 U) Mwa. LQJ PROJECT A W ►:�am� Q W z �w )< �� J - LL Lo ~ U rLO< a �i Z J 00- 0 J J Q LL. U U) � U LL, w J W SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # I DATE I DESCRIPTION DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E101 Elite Universal Job No. 08009 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2 UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL "EMY, UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2". 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. SECOND FLOOR ELECTRICAL PLAN `)L ALL: 1/0 = I -U GENERAL NOTES: 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FBC-ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTING FIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-2. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NEPA AND FLORIDA FIRE PREVENTION CODE. SEAL DATE: 07/03/17 Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Elite Universal, LLC. All R hts Reserved. CONSULTANT UZ 0 J 6Z x w Z 2 1, Fxaww IL Z NN o E f Wamo'.n o� W ZLLI ���;N�m to w OY®y r -H V U WNIE'. Z°° �_v �gI WC7-c�e_.a Zc.�i�E�¢ N m z_caoU3 Ep wn 3 S J Q C:, ti CO � Z EWA LQ I PROJECT A W � N M Q l Q v O 0 W LL �W 0Q 616111( Z> � LL �(LQ Z F- 00 c) LL U a �z O -i 00- -j J LL Q p U Z W O �- U U Lu w w SEAL NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E1 02 Elite Universal Job No. 08009 GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM CORRIDORS/ COMMON AREAS SHALL BE CONNECTED Lu ACCORDANCE WITH 2014 FBC—ENERGY CONSERVATION SECTION REQUIREMENTS. TO 120/208V 30, 4W PANEL 'HP3", UNLESS OTHERWISE NOTED. W C405.1—C405.6. w�°U) LL0 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC—ENERGY 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO CORRIDORS/ COMMON AREAS SHALL BE CONNECTED PLANS' ELECTRICAL REQUIREMENTS. VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER—OWNED TO 120/208V 30, 4W EMERGENCY PANEL •EMY, UNLESS SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT OTHERWISE NOTED. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTING FIXTURES SHALL CONDUCTORS (3%). 3. BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE PANEL LCP-3. THIS SHALL PROVIDE AUTOMATIC LIGHTING 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN CONNECTED TO 120/208V 30, 4W PANEL •HP3". CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF ACCORDANCE 4. DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR WITH NEPA AND FLORIDA FIRE PREVENTION CODE. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT HOURS. LIGHTING FIXTURE LOCATION. 5. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC OVERRIDE TO LIGHTING CONTROL SYSTEM. 410.130 (WHERE APPLICABLE). 6. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. AHEAD OF SWITCHING. 1 E208 3 E208 THIRD FLOOR ELECTRICAL PLAN E103 J SCALE: 1/8 " = 1'-0" 2 E208 SEAL DATE: 07/03/17 • . ` 40- S609S : S i .lir �IA" „ OF b w Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyright 2017 Elite Universe, LLC. A.II FIIhIs Reserved. CONSULTANT ds Z~ _a V zX W Q Z � W� W N N O w W —N Y N N occ p r" 9 ZU, W CYC m.h A 6 ZU Z Wca�cnff -U:— wm` �ON°U3 m Z Wo�� 3a Q f0 z ti F �to co 2uja. LQ I PROJECT A W Lu 00amCC Q ° W Z �W)a w�°U) LL0 zZM�IMU Q z � J 0 r 0 J Q IL U_ U = w ~ J W SEAT NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: 4:: DATE DESCRION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E103 Elite Universal Job No. 08009 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/20BV 30, 4W PANEL "HP4-, UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/20BV 30, 4W EMERGENCY PANEL "EM3", UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/20BV 30, 4W PANEL "HP4 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. FOURTH FLOOR ELECTRICAL PLAN J%,MLL. I / O = I —U GENERAL NOTES: 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FBC-ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTING FIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-4. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NEPA AND FLORIDA FIRE PREVENTION CODE. SEAL DATE: 07/03/17 �t�11lli(ljt�l ►SAF A..d i Nawwaf Ahmad, PE f FL - 56095 !3so Will, w. a. .r 4 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. el iteu n iversal arch itects. oo m ®Copyright 2017 Elite Universal, LLC. All fights Reserved. CONSULTANT Z Wk x ZILLI �c 2 LL. U W< N N O E �� O W > V=`yN Cw ZLI W pY�#V,a� C7 Z z���-�� W 0 ycn�-Ea wm cmU3 z� Lu o C6 3 J C n U rAQco � o Z Ewa. LTJ PROJECT A W Lu �. M Q 0 8 0 W V d��Q'. a w�°� z 0~_ u- ►� M= o U >,`�Q M H U) �a �z O -� O a - J J LL Q = U M U O Lu LL J Lu SEAL NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: Elite Universal Job No. 08009 RECEPTACLES GENERAL INSTALLATION REQUIREMENTS: • RECEPTACLES SHALL BE LISTED AND MARKED WITH THE MANUFACTURER'S NAME OR IDENTIFICATION AND VOLTAGE AND AMPERE RATINGS. THE INTENT IS TO ENSURE THAT THE RECEPTACLE IS SUITABLE FOR THE BRANCH -CIRCUIT VOLTAGE AND THE LOAD CURRENT THAT THE RECEPTACLE MUST CONDUCT. • RECEPTACLES AND CORD CONNECTORS SHALL BE RATED NOT LESS THAN 15 AMPERES, 125 VOLTS, OR 15 AMPERES, 250 VOLTS, AND SHALL BE OF A TYPE NOT SUITABLE FOR USE AS LAMP HOLDERS. • RECEPTACLES SHALL BE MOUNTED IN BOXES OR ASSEMBLIES DESIGNED FOR THE PURPOSE, AND SUCH BOXES OR ASSEMBLIES SHALL BE SECURELY FASTENED IN PLACE UNLESS OTHERWISE PERMITTED BY THE NEC. • A RECEPTACLE INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL HAVE AN ENCLOSURE FOR THE RECEPTACLE THAT IS WEATHERPROOF. WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT INSERTED AND RECEPTACLE COVERS CLOSED). • 15- AND 20 -AMPERE, 125- AND 250 -VOLT RECEPTACLES INSTALLED IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL 15- AND 20 -AMPERE, 125- AND 250 -VOLT NON-LOCKING • RECEPTACLES SHALL BE LISTED WEATHER -RESISTANT TYPE. • RECEPTACLES SHALL NOT BE INSTALLED WITHIN OR DIRECTLY OVER A BATHTUB OR SHOWER STALL • REPLACEMENT OF RECEPTACLES SHALL COMPLY WITH SECTION 406.4(D)(1) THROUGH (D)(6) AS APPLICABLE: (1) GROUNDING -TYPE RECEPTACLES. WHERE A GROUNDING MEANS EXISTS IN THE RECEPTACLE ENCLOSURE OR AN EQUIPMENT GROUNDING CONDUCTOR IS INSTALLED IN ACCORDANCE WITH 250.130(C), GROUNDING -TYPE RECEPTACLES SHALL BE USED AND SHALL BE CONNECTED TO THE EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH 406.4(C) OR 250.130(C). (2) NON -GROUNDING -TYPE RECEPTACLES. WHERE ATTACHMENT TO AN EQUIPMENT GROUNDING CONDUCTOR DOES NOT EXIST IN THE RECEPTACLE ENCLOSURE, THE INSTALLA110N SHALL COMPLY WITH (D)(2)(A), (D)(2)(B), OR (D)(2)(C). (a) A NON -GROUNDING -TYPE RECEPTACLE(S) SHALL BE PERMITTED TO BE REPLACED WITH ANOTHER NON -GROUNDING -TYPE RECEPTACLE(S). (b) A NON -GROUNDING -TYPE RECEPTACLE(S) SHALL BE PER MITTED TO BE REPLACED WITH A GROUND -FAULT CIRCUIT INTERRUPTER TYPE OF RECEPTACLE(S). THESE RECEPTACLES SHALL BE MARKED "NO EQUIPMENT GROUND." AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE CONNECTED FROM THE GROUND -FAULT CIRCUIT INTERRUPTER -TYPE RECEPTACLE TO ANY OUTLET SUPPLIED FROM THE GROUND -FAULT CIRCUIT -INTERRUPTER RECEPTACLE. (c) A NON -GROUNDING -TYPE RECEPTACLE(S) SHALL BE PERMITTED TO BE REPLACED WITH A GROUNDING -TYPE RECEPTACLE(S) WHERE SUPPLIED THROUGH A GROUND -FAULT CIRCUIT INTERRUPTER. GROUNDING -TYPE RECEPTACLES SUPPLIED THROUGH THE GROUND FAULT CIRCUIT INTERRUPTER SHALL BE MARKED "GFCI PROTECTED" AND "NO EQUIPMENT GROUND." AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE CONNECTED BETWEEN THE GROUNDING TYPE RECEPTACLES. (3) GROUND -FAULT CIRCUIT INTERRUPTERS. GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTED RECEPTACLES SHALL BE PROVIDED WHERE REPLACEMENTS ARE MADE AT RECEPTACLE OUTLETS THAT ARE REQUIRED TO BE SO PROTECTED BY THE NEC (4) ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION. WHERE THE RECEPTACLE OUTLET IS SUPPLIED BY A BRANCH CIRCUIT THAT REQUIRES ARC -FAULT CIRCUIT INTERRUPTER PROTECTION AS SPECIFIED BY THE NEC, A REPLACEMENT RECEPTACLE AT THIS OUTLET SHALL BE ONE OF THE FOLLOWING: 1. A LISTED OUTLET BRANCH CIRCUIT TYPE ARC -FAULT CIRCUIT INTERRUPTER RECEPTACLE 2. A RECEPTACLE PROTECTED BY A LISTED OUTLET BRANCH CIRCUIT TYPE ARC -FAULT CIRCUIT INTERRUPTER TYPE RECEPTACLE 3. A RECEPTACLE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER TYPE CIRCUIT BREAKER (5) TAMPER-RESISTANT RECEPTACLES. LISTED TAMPER-RESISTANT RECEPTACLES SHALL BE PROVIDED WHERE REPLACEMENT ARE MADE AT RECEPTACLE OUTLETS THAT REQUIRED TO BE TAMPER-RESISTANT BY THE NEC. THIS REQUIREMENT DOESN'T MANDATE RECEPTACLE REPLACEMENT. IT MERELY INSTITUTES A REQUIREMENT FOR THE RECEPTACLE IF IT IS REPLACED. INSTALLATION IS REQUIRE PER NEC SECTIONS 406.12 406.13 (SEE GENERAL NOTES ON THIS SHEET) (6) WEATHER -RESISTANT RECEPTACLES SHALL BE PROVIDED WHERE REPLACEMENTS ARE MADE AT RECEPTACLE OUTLETS THAT ARE REQUIRED TO BE SO PROTECTED BY THE NEC 1 E200 ENLARGED RESIDENT UNIT ELECTRICAL PLAN SCALE: 3/8" = 1'-0" NOTE: MODEL UNIT AND ADULT DAY CARE ARE IDENTICAL TO RESIDENT UNIT ENLARGED SPA UNIT � ELECTRICAL PLAN E20O SCALE: 3/8" = 1'-0° GENERAL NOTES: 1. ALL DWELLING UNIT CIRCUITS SHALL BE CONNECTED TO CIRCUITS AS DESIGNATED ON PLANS AND PANEL SCHEDULE. LETTER INDICATES BRANCH CIRCUIT WHICH MATCHES A CORRESPONDING LETTER ON OVERALL ELECTRICAL PLAN. 2. REFER REFER TO UNIT CALCULATIONS FOR EXACT BRANCH CIRCUIT REQUIREMENTS. 3. ACCESSIBLE ROOMS SHALL BE EQUIPPED WITH TOGGLE -TYPE SWITCHES. 4. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 5. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2X) AND BRANCH CIRCUIT CONDUCTORS (3X). 6. PROVIDE DWELLING UNIT RECEPTACLES, BRANCH CIRCUIT WIRING AND DEVICES PER NEC 210.52. 7. ALL RESIDENTIAL UNIT SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN THREE FEET OF A KITCHEN, A/C VENT OR BATHROOM DOOR WITH A TUB\SHOWER. ALL DETECTORS SHALL ALARM TOGETHER WITHIN THE UNIT. 8. PROVIDE TAMPER-RESISTANT RECEPTACLES PER NEC 406.12. 9. PROVIDE ARC FAULT (AFCI) BRANCH CIRCUIT BREAKERS FOR ALL DWELLING UNIT BRANCH CIRCUITS PER NEC 210.12(A). 10. CONTRACTOR SHALL PROVIDE PUTTY PACK IN OUTLET BOX IF LOCATED WITHIN 24" OF RECEPTACLES ON OPPOSITE SIDE OF THE WALL 11. ALL SWITCHES ARE MOUNTED AT 48" AFF UNLESS NOTED OTHERWISE. 12. COORDINATE EXACT LOCATIONS AND QUANTITIES OF HEARING IMPAIRED AND ADA ROOMS WITH ARCHITECTURAL DRAWINGS. REFERENCE NOTES: Qt ALL DEVICES SHALL BE OFFSET SO THAT NO DEVICE IN ADJACENT GUESTROOMS ARE BACK-TO-BACK. O2 BRANCH CIRCUITS INDICATE QUANTITY OF CIRCUITS PER ROOM. SEE OVERALL FLOOR PLANS AND PANEL SCHEDULES FOR ROOM TYPE AND CORRESPONDING CIRCUIT DESIGNATIONS. Q3 PTAC UNIT. PROVIDE DEDICATED 208V 14 BRANCH CIRCUIT AS NOTED ON OVERALL PLANS AND PANEL SCHEDULES. PROVIDE NEMA L620R RECEPTACLE IN BASE BELOW PTAC UNIT. REFER TO MECHANICAL DRAWINGS FOR EXACT PTAC SPECIFICATIONS. SPA/HOT TUB. PROVIDE DEDICATED 208V 10 BRANCH CIRCUIT AS NOTED ON OVERALL PLANS AND PANEL SCHEDULES. PROVIDE NEMA L630R RECEPTACLE IN BASE BELOW UNIT. SEAL DATE: 07/03/17 wr ♦ • V Ir NATE Com' .+�*���`f`-., 1. �>t•'�"� t� tt NawwafAhmad, PE f FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Bite Un.md, LLC. .NI Ri hts Reserved. CONSULTANT Z Us Z= —o UZ X ZL Lf C', W _ Lu pl, ' N t•R. W 0 Y VN Z U Z Y ` N W E Lu oa N m � CID w in 3a n m C ti U ✓ate ✓Z a o r EWA LQJ PROJECT A w MSI MSI , < Ma �OO W r ILL � uj O _j LL a O � zI— ►� oLU �)< My a C/) E- Z Z J M J W Q 0 U Q �Z- Z U W J W SEA NAWWAF AHMAD, PE FLORIDA P -E. 856095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: ull Elite Universal Job No. 08009 1 E201 >. S NLQ i is I I S I I NLQ 5 NLQ S S NLQ C C NLQ C EMf`-1 EM1-1 LJ; EM1-1 EM1-1 HP1-86 EM1-1Elf' i HP1-88 EM1-1 HP1-88 ENLARGED FIRST FLOOR LIGHTING PLAN SCALE: 1/4" = 1'-0" 0 HP1-121 C GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP1-, UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/209V 30, 4W EMERGENCY PANEL "EM1", UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FISC -ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDMDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTING FIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. REFERENCE NOTES: O PROVIDE CEILING MOUNTED JUNCTION BOX AND 120V 20A BRANCH CIRCUIT FOR ROPE/COVE LIGHTING. COORDINATE EXACT REQUIREMENTS PRIOR TO INSTALLATION. SEAL DATE: 07/03/17 do i►''` *��..•.,. � 'fes a� � i► x��,, wo No. S S S .. r _. SIATE � S a , at Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Colryright 2017 Elile Universal, LLC. All Po hI. Reserved. CONSULTANT Us Z~ _0 ULLI Z x ZW� LL WQ N N O E m W Z W z o n' ,� m Z U c` _ nao "E � Z - W (7 `"Z�E a N 505 U mcZMaoC)3m Z = Wo�� 3s m� q co Z � F y Ewa LOJ PROJECT A W �N a�� a LL w w 0 Q �QO� L.LLL ►� 00 C) LL U M= �CQ a Or - 0 0 LLL Z Cn a - w 0 LL Z 0 W = � J Q J Z W SEAL NAWWAFAHMAD, PE FLORIDA P.E. #556095 REVISIONS: # DATE DESCRIPTION 07/03117 1 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E201 Elite Universal Job No. 08009 L LA LA HP1 95 1-1 L ........:.::...C..,::...... . QNL 01 EM1-3 QNL EM1-5 HP1-125 EX ID EM1-1 0 HP1-97 HP1-125 QNL EM1-5 0 HPI -97 EX EM1-5 QNL EM1-5 a a P.. .. ...... .. .. . . HP1 '93 1 E202 C 0 HP1-88 SCALE: 1/4" = 1'-0" C NLQ EM1-1 EX 1191 EM1-1 C 0 HP1-88 OOR LIGHTING PLAN C NLQ EM1-5 C 0 HP1-88 M>1 1 Q°3 —101 HPl--1-101 C NLQ EM1-5 HP1-101 P HP1-105:. P Q N1 EM1-7 GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP1-, UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SWILL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL -EM1-, UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FBC—ENERGY CONSERVATION SECTION C405.1—C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTINGFIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. REFERENCE NOTES: 0 PROVIDE CEILING MOUNTED JUNCTION BOX AND 120V 20A BRANCH CIRCUIT FOR ROPE/COVE LIGHTING. COORDINATE EXACT REQUIREMENTS PRIOR TO INSTALLATION. Q2 PROVIDE CEILING MOUNTED JUNCTION BOX AND 120V 20A BRANCH CIRCUIT FOR FUTURE DECORATIVE LIGHTING FIXTURES. COORDINATE EXACT REQUIREMENTS PRIOR TO INSTALLATION. 03 INSTALL ELECTRICAL DEVICES IN ELEVATOR PIT PER ELEVATOR CODE (ANSI/ASME A17.1) AND NEC ARTICLE 620. 04 PROVIDE WALL MOUNTED LED ENCLOSED GASKETED ELEVAOTR PIT LIGHT. LITHONIA JDMW2—L24-3000LM—ACL—MD—MVOLT-40K-80CRI OR EQUAL SEAL DATE: 07/03/17 �t�t�3�ttrr�>f�ri �%%14 XF A �'yF r .rr•rrr�rrr�� i��� No sr srq OF r,.w �C�tsfnI- bra Nawwaf Ahmad, PE ' FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyright 201, Bile Universal, LLC. NI Po hts Reserved. CONSULTANT PROJECT A W N� �H M Q Q �OC,Z w � awe Lu< - U) LL �ao0 Z0� ��ILL 0 MU ��< a 0 0 � Z E ---j Cl) 0- LL- Z 0 �— W = � J Q J Z W SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 1 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E202 Elite Universal Job No. 08009 1 E203 ENLARGED FIRST FLOOR LIGHTING PLAN SCALE: 1/4" = 1'-0" :j" HP1-113 GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL 'HP1 UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS SWILL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL 'EM1', UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30. 4W PANEL 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FBC-ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTINGFIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. REFERENCE NOTES: REFER TO KITCHEN EQUIPMENT VENDOR DRAWINGS AND POWER PLAN FOR LIGHTING BRANCH CIRCUITS WITHIN WALK-IN COOLER/FREEZER. O EXTERIOR LIGHTING FIXTURES SHALL BE CONTROLLED VIA LIGHTING CONTACTOR LC -1. SEAL DATE: 07/03/17 �. • 6095 STATe OF # +i R10- Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www, eliteun iversalarch itects.00m ® Copynght 2017 Elite Universal, LLC. All Rights Reserved. CONSULTANT — o 001)z x Z w � _ W >11 CV5 -d Z0�5Z IL, rn 0 w p m y�� Z U m -.Z W CL U Q� Z Y 01 d W CJ 2 d MEi� 4 N + Zom=�GO "3L wo�ia 3 J O QN U CO ti Z PROJECT A W N� 00¢C"t)w a °�Z W �CW0Q a w�_jch �hLL U- do w >- ~0OC.) M �Lm) < NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXX)O( SHEET: E203 Elite Universal Job No. 08009 0 ENLARGED FIRST FLOOR POWER PLAN -WEST SCALE: 1/4" = V-0" GENERAL NOTES: 1. ALL POWER SHOWN ON THIS DRAWING SHALL BE CONNECTED TO 120/208V 30, 4W PANELS AS DESIGNATED. 2. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 3. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC—ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER—OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 4. ALL WALLS WHERE RECESSED/FLUSH MOUNTED PANELBOARDS ARE INSTALLED SHALL BE MINIMUM 6" THICK. 5. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NEPA AND FLORIDA FIRE PREVENTION CODE. 6. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS. 7. HVAC UNIT LOCATIONS MAY VARY SLIGHTLY FROM MECHANICAL DRAWINGS FOR THE SAKE OF CLARITY. REFER TO MECHANICAL DRAWINGS FOR EXACT HVAC UNITS' LOCATIONS. REFERENCE NOTES: O TELEPHONE TERMINAL BOARD. PROVIDE 8'-0" HIGH, 3/4" CDX PLYWOOD WITH FIRE RETARDANT PAINT. LENGTH AS SHOWN. Q PROVIDE NEW 8" FLOOR MOUNTED JUNCTIONS BOXES FOR POWER AND DATA RECEPTACLES. MOUNT FLUSH TO CONCRETE. CORE DRILL AND SAW CUT FLOOR SLAB AS REQUIRED. COORDINATE EXACT FLOOR CONSTRUCTION, ACCESS, PENETRATION, LOCATION AND CONDUIT ROUTING PRIOR TO ROUGH—IN. EACH FLOOR BOX SHALL BE 2—GANG SHALLOW, WITH BRONZE PLATED FINISH. HUBBELL OR EQUAL COORDINATE EXACT FINAL LOCATION OF FLOOR BOXES WITH OWNER PRIOR TO ROUGH—IN. Q3 (4) 4" U.G. CONDUITS TO PROPERTY LINE FOR COMMUNICATIONS SERVICE PROVIDER CABLING. PROVIDE NYLON PULL STRING. CAP AND LABEL AT BOTH ENDS. ',f♦, SEAL DATE: 07/03/17 a ,F A, Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. e l i to u n iv a rsal a rch itects. oo m ®Copyn% 2017 Elite Universal, LLC. All Ri hts Reserved. CONSULTANT w (U o Z~ o V co z x Z W �< W � NNo e.� d t[1 a r A O2 V W `"C/3 v3 u*� co Z W � Zad Z W WF-,-t!_,M E_= wm cOOC)3 m ZLU co wm C, 3 g C pr < CO z cm 19 cmL co Ewa. LOJ PROJECT A w aQMo �0�0 w���Q w2 -,U) LL � H 0u— ��Q M~ � 0 U) J W IL U) ry Z J C) M W orf C� LSI J 0 Z CL W NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE I DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E204 Elite Universal Job No. 08009 SEA] 7 rj� ENLARGED FIRST FLOOR POWER PLAN -EAST E205 SCALE: 1/4° = 1'-0" PUSHBUTTOW ` GENERAL NOTES: 1. ALL POWER SHOWN ON THIS DRAWING SHALL BE CONNECTED TO 120/208V 30, 4W PANELS AS DESIGNATED. 2. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 3. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2X) AND BRANCH CIRCUIT CONDUCTORS (3%). 4. ALL WALLS WHERE RECESSED/FLUSH MOUNTED PANELBOARDS ARE INSTALLED SHALL BE MINIMUM 6" THICK. 5. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NEPA AND FLORIDA FIRE PREVENTION CODE. 6. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS. 7. HVAC UNIT LOCATIONS MAY VARY SLIGHTLY FROM MECHANICAL DRAWINGS FOR THE SAKE OF CLARITY. REFER TO MECHANICAL DRAWINGS FOR EXACT HVAC UNITS' LOCATIONS. REFERENCE NOTES: Q1 MOUNT POWER, DATA/COMM AND COAX RECEPTACLES ON WALL AT 72" AFF. COORDINATE EXACT REQUIREMENTS, LOCATION AND MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. < PROVIDE NEW 8" FLOOR MOUNTED JUNCTIONS BOXES FOR POWER AND DATA RECEPTACLES. MOUNT FLUSH TO CONCRETE. CORE DRILL AND SAW CUT FLOOR SLAB AS REQUIRED. COORDINATE EXACT FLOOR CONSTRUCTION, ACCESS, PENETRATION, LOCATION AND CONDUIT ROUTING PRIOR TO ROUGH -IN. EACH FLOOR BOX SHALL BE 2 -GANG SHALLOW, WITH BRONZE PLATED FINISH. HUBBELL OR EQUAL COORDINATE EXACT FINAL LOCATION OF FLOOR BOXES WITH OWNER PRIOR TO ROUGH -IN. O3 INSTALL ELECTRICAL DEVICES IN ELEVATOR PIT PER ELEVATOR CODE (ANSI/ASME A17.1) AND NEC ARTICLE 620. ® PROVIDE 120V 20A BRANCH CIRCUIT, JUNCTION BOX AND MOTOR RATED SWITCH FOR ELEVATOR SUMP PUMP. 05 PROVIDE POWER RECEPTACLE MOUNTED WITHIN CEILING FOR HVAC SERVICE RECEPTACLE, PER NEC 210.63. SEAL DATE: 07/03/17 to Ilo, lJ O SAF A• 1 No. S609S A : SLATE Ar' # +�'i�► fy ip Nawwaf Ahmad, PE f ' FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210S. Osceola Ave. Odando, FL 32806 407.325.3550 www.el iteun iversalarch itects. oom ® Copyright 2017 Elite Universal, LLC. All R hts Reseved. CONSULTANT d 0 Z,- 0 _0) C') z x ZW� aN N 0 r= W < O lf) W N pt;; N O c w � ZLu ^CVC w Z N cm V WLu O v- ZU c0 4-- w m ZYa �� -E: W c7 �M 'E�¢ 0 J O ti U rA <CID Z 2uuo. LQ I PROJECT A W MSI � aQ�o H �lQ v O Z �WpQ a w�_jch LL LL o0 z 0 _ LH oU ��< ~ W a In w C!) ILLQ W c/) Z 9� Q LL. J 0 W C,7 W J 0 Z a" W SE NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E205 Elite Universal Job No. 08009 -21 HP1-21 O 3� C 2` HP1 M-25:27 THESE DRAWINGS HAVE BEEN PRODUCED WITH AND AS AN INTEGRAL DESIGN ELEMENT IN CONJUNCTION WITH THE KITCHEN EQUIPMENT VENDOR DRAWINGS AND DESIGN CRITERIA. THE CONTRACTOR SHALL INCLUDE ALL WORK AS REQUIRED, STATED OR INDICATED FOR THE PROJECT AS PER THE KITCHEN EQUIPMENT VENDOR DRAWINGS AND DESIGN CRITERIA. CONTRACTOR SHALL BID, PERMIT, FURNISH AND INSTALL A FULL ELECTRICAL SYSTEM THAT IS BASED ON BOTH THE ELECTRICAL ENGINEERING DRAWINGS AND THE KITCHEN EQUIPMENT VENDOR EQUIPMENT DRAWINGS. 0 HP1 17 K-21 +48" CHEF'S COUNTER LOADCENTER : o n HP1-17 e7j� ENLARGED FIRST FLOOR POWER PLAN -WEST E206 SCALE: 1/4" = 1'-0" h. ALL 15AMP AND 20AMP 120V RECEPTACLES SHALL BE GFCI PROTECTED PER NEC 210.8(B)2. THIS REQUIREMENT APPLIES TO ALL 15A AND 20A KITCHEN RECEPTACLES, WHETHER OR NOT THE RECEPTACLE SERIVES COUNTERTOP AREAS. ALL GFI RECEPTACLES ARE TO BE TESTED MONTHLY. -21 -21 OC -19 HP1-19 HP1- WP 1 HP1-17 HPdh D�FTF HP1-15 HP1-15 +44" SPRINKLKER RISER ROOM, FIRE rl CONTRACTOR SHALL COORDIANTE SPRINKLER CONTRACTOR'S SHOP INGS WITH ALL FIRE ALARM ECTIONS/REQUIRMENTS GENERAL NOTES: 1. ALL POWER SHOWN ON THIS DRAWING SHALL BE CONNECTED TO 120/208V 30, 4W PANELS AS DESIGNATED. 2. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 3. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 4. ALL WALLS WHERE RECESSED/FLUSH MOUNTED PANELBOARDS ARE INSTALLED SHALL BE MINIMUM 6" THICK. 5. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NEPA AND FLORIDA FIRE PREVENTION CODE. 6. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS. 7. HVAC UNIT LOCATIONS MAY VARY SLIGHTLY FROM MECHANICAL DRAWINGS FOR THE SAKE OF CLARITY. REFER TO MECHANICAL DRAWINGS FOR EXACT HVAC UNITS' LOCATIONS. REFERENCE NOTES: Oj PROVIDE W.P. JUNCTION BOX AND 120V 20A BRANCH CIRCUIT CONNECTION TO WALK-IN DOOR HEATER, LIGHTING AND SWITCHING. Q2 PROVIDE W.P. JUNCTION BOX AND BRANCH CIRCUIT AS NOTED FOR EVAPORATOR EQUIPMENT. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF REFRIGERATION EQUIPMENT PRIOR TO CONSTRUCTION. O3 PROVIDE CONDUIT SEAL -OFF FITTINGS FOR TEMPERATURE DIFFERENTIAL PER NEC 300.7(A). VERIFY THE EXACT LOCATION OF DISCONNECT SWITCHING PRIOR TO ROUGH -IN. ® IN ACCORDANCE WITH NEC 427.22, PROVIDE GROUND FAULT PROTECTION OF EQUIPMENT TO COOLER AND FREEZER ELECTRICAL DEVICES DUE TO FLAT SURFACES OUTSIDE OF THE FREEZER GENERATING HEAT AND TRANSFERRING THE HEAT. O5 POWER RECEPTACLES AT CHEF'S COUNTER SHALL BE SERVED FROM CHEF'S COUNTER LOAD CENTER. CONNECT TO LOADCENTER VIA BRANCH CIRCUITS AS SHOWN ON KITCHEN EQUIPMENT MANUFACTURER'S DRAWINGS. © PROVIDE JUNCTION BOX FOR HOOD LIGHTING / ANSUL SYSTEM CIRCUIT. COORDINATE EXACT REQUIREMENTS PRIOR TO ROUGH -IN. LOCATION AND CONDITION PRIOR TO CONSTRUCTION. 07 PROVIDE MANUAL ACTIVATION SHUTDOWN DEVICE FOR KITCHEN EXHAUST SYSTEM IN COMPLIANCE WITH FBC 904.11.1. ® ALL BRANCH CIRCUITS SERVING EQUIPMENT UNDER THE KITCHEN HOOD SHALL BE PROTECTED BY SHUNT TRIP CIRCUIT BREAKERS. REFER TO PANEL SCHEDULE "K" FOR THIS RECEPTACLE'S SHUNT TRIP DESIGNATION. Q9 MOUNT POWER, DATA/COMM AND COAX RECEPTACLES ON WALL AT 72" AFF. COORDINATE EXACT REQUIREMENTS, LOCATION AND MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. SEAL DATE: 07/03/17 %j%Jse11111l't� AFI, �. ST,�T = # Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copynght 2017 Bile Universal, LLC, Al Rights Reserve. CONSULTANT PROJECT A w H � ti < Ma �)O8O W LL �W0Q OJ LL �adoo �! z 1-- 0 M�IoZU F Q �a w O u) J LLJ U- C/) � Z � J C LTJ or_ CD Lu w J 0 Z 0— Lu SEAL NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE FESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXX)O( SHEET: E206 Elite Universal Job No. 08009 CONCRETE GENERATOR PAD - REFER TO DETAIL ON THIS DWG—\ r- - - - - - -- L— — — — — — 1— — — — — — — I FMI-13 — — — — — — — — — — — — — — — — — — � 3'-0" CLEARANCE ON ALL SIDES - TYP. 2 CONCRETE PAD SHALL BE SIZED TO 5" LARGER THAN GENERATOR SET ON ALL SIDES L------------------------------� GENERATOR DETAIL E207) SCALE: 1/2 " = 1'-0" 0 ENLARGED PARTIAL 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" CONCRETE GENERATOR PAD (3000 PSI) REINFORCED WITH J5012" O.C. EACH WAY AT MID -DEPTH, SLOPE TO EDGES OF SLAB FOR DRAINAGE. SIZE PAD 12" LARGER THAN TOTAL FOOT PRINT OF GENERATOR IN ALL DIRECTIONS. T/ SLAB A EL SEE PLAN ro Z 4 FINAL GRADE u. OR PAVEMENT COMPACT SOIL TO 9596 COMPACTION PRIOR TO NOS: PLACEMENT OF GENERATOR PAD 1. COORDINATE WITH EQUIPMENT MANUFACTURER FOR ACTUAL AND EXACT SIZE OF PADS. 2. SAWCUT SLAB WITH 1\" MIN. DEPTH ® 10'-0" O.C. MAX IN EACH DIRECTION © � U , � 111114 CAI. E207 % SCALE: N.T.S. REFERENCE NOTES: 01 TELEPHONE TERMINAL BOARD. PROVIDE 8'-0" HIGH, 3/4" CDX PLYWOOD WITH FIRE RETARDANT PAINT. LENGTH AS SHOWN. 02 INSTALL U.G. CONDUITS FOR GENERATOR CIRCUITS PER ELECTRICAL RISER DIAGRAM. FIELD COORDINATE THE EXACT LOCATION OF CONDUIT ROUTING AND STUB -UP LOCATIONS PRIOR TO BIDDING. Q GENERATOR ENCLOSURE SHALL BE INSTALLED WITH LIFE SAFETY EMERGENCY LIGHTING FIXTURES AS SHOWN IN THIS DIAGRAM. CONNECT LIGHTING FIXTURES TO DESIGNATED LIFE SAFETY BRANCH CIRCUIT AS NOTED. REFER TO GENERATOR DETAILS ON DRAWING E6.1 AND E6.2 FOR EXACT GENERATOR REQUIREMENTS. 2 E207 ENLARGED PARTIAL 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 3 E207 GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON SECOND FLOOR SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2", UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON SECOND FLOOR SHALL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL "EM3", UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2", UNLESS OTHERWISE NOTED. 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FISC -ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR UGHTTNGFIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY 11ME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA AND FLORIDA FIRE PREVENTION CODE. 15. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS. ENLARGED PARTIAL 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" SEAL DATE: 07/03/17 ,11111111111,fI � MAF A. Nawwaf Ahmad, PE FL - 56095 .. I ARCHITECTURE - ENGINEERING - INTERIORS 3210S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. eliteu niversalarchitects.00m ® Copynghl R3 2017 Elite Univemd, LLC. All hts Reserved. CONSULTANT UZ 0 9J O w CQ z x ZW2 FEW� Go- Z N N p E a W L? W Z `tm �=-NC mz W C, 2-y ZCIS U m cuuw �� Z Y CD ._ rL n d LL1Sp ._2 � C-5 ch N ZLu C? CJ wo��n 3 $ mo ti w co ti 2uja LQJ PROJECT A •. w • CHAR J W.P. W.P. HQ�� �Acr F �l Q v O w mom— AIR DISCHARGE EM1-11 I INTAKE '• .. �1QE 03 SIDE .4 125KW DIESEL 00 i I GENERATOR .4 120/208V 30, 4W • . ..y • . • 3'-0" CLEARANCE ON ALL SIDES - TYP. 2 CONCRETE PAD SHALL BE SIZED TO 5" LARGER THAN GENERATOR SET ON ALL SIDES L------------------------------� GENERATOR DETAIL E207) SCALE: 1/2 " = 1'-0" 0 ENLARGED PARTIAL 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" CONCRETE GENERATOR PAD (3000 PSI) REINFORCED WITH J5012" O.C. EACH WAY AT MID -DEPTH, SLOPE TO EDGES OF SLAB FOR DRAINAGE. SIZE PAD 12" LARGER THAN TOTAL FOOT PRINT OF GENERATOR IN ALL DIRECTIONS. T/ SLAB A EL SEE PLAN ro Z 4 FINAL GRADE u. OR PAVEMENT COMPACT SOIL TO 9596 COMPACTION PRIOR TO NOS: PLACEMENT OF GENERATOR PAD 1. COORDINATE WITH EQUIPMENT MANUFACTURER FOR ACTUAL AND EXACT SIZE OF PADS. 2. SAWCUT SLAB WITH 1\" MIN. DEPTH ® 10'-0" O.C. MAX IN EACH DIRECTION © � U , � 111114 CAI. E207 % SCALE: N.T.S. REFERENCE NOTES: 01 TELEPHONE TERMINAL BOARD. PROVIDE 8'-0" HIGH, 3/4" CDX PLYWOOD WITH FIRE RETARDANT PAINT. LENGTH AS SHOWN. 02 INSTALL U.G. CONDUITS FOR GENERATOR CIRCUITS PER ELECTRICAL RISER DIAGRAM. FIELD COORDINATE THE EXACT LOCATION OF CONDUIT ROUTING AND STUB -UP LOCATIONS PRIOR TO BIDDING. Q GENERATOR ENCLOSURE SHALL BE INSTALLED WITH LIFE SAFETY EMERGENCY LIGHTING FIXTURES AS SHOWN IN THIS DIAGRAM. CONNECT LIGHTING FIXTURES TO DESIGNATED LIFE SAFETY BRANCH CIRCUIT AS NOTED. REFER TO GENERATOR DETAILS ON DRAWING E6.1 AND E6.2 FOR EXACT GENERATOR REQUIREMENTS. 2 E207 ENLARGED PARTIAL 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 3 E207 GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON SECOND FLOOR SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2", UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON SECOND FLOOR SHALL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL "EM3", UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2", UNLESS OTHERWISE NOTED. 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FISC -ENERGY CONSERVATION SECTION C405.1 -C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR UGHTTNGFIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY 11ME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER-OWNED SERVICE CONDUCTORS (2%) AND BRANCH CIRCUIT CONDUCTORS (3%). 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA AND FLORIDA FIRE PREVENTION CODE. 15. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS. ENLARGED PARTIAL 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" SEAL DATE: 07/03/17 ,11111111111,fI � MAF A. Nawwaf Ahmad, PE FL - 56095 .. I ARCHITECTURE - ENGINEERING - INTERIORS 3210S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. eliteu niversalarchitects.00m ® Copynghl R3 2017 Elite Univemd, LLC. All hts Reserved. CONSULTANT UZ 0 9J O w CQ z x ZW2 FEW� Go- Z N N p E a W L? W Z `tm �=-NC mz W C, 2-y ZCIS U m cuuw �� Z Y CD ._ rL n d LL1Sp ._2 � C-5 ch N ZLu C? CJ wo��n 3 $ mo ti w co ti 2uja LQJ PROJECT A w MSI HIt ti HQ�� �l Q v O w Z �wo< F� M��I _j LL aDLL0 I00oLLU >. CC M� a 0 W CD � orf Z J Q Z -� W O aC 0 U M U Z J 0 w U Lu W SEAL NAWWAFAHMAD, PE FLORIDA P . /156095 REVISIONS: 1! DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E207 Elite Universal Job No. 08009 1 E208 ENLARGED PARTIAL 3RD FLOOR ELECTRICAL PLAN SCALE: 1/4 " = 1'-0" 2 E208 ENLARGED PARTIAL 3RD FLOOR ELECTRICAL PLAN SCALE: 1/4 " = 1'-0" ENLARGED PARTIAL 3RD FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" REFERENCE NOTES: Q1 TELEPHONE TERMINAL BOARD. PROVIDE 8'-0" HIGH, 3/4" CDX PLYWOOD WITH FIRE RETARDANT PAINT. LENGTH AS SHOWN. 02 PROVIDE NEW 8" FLOOR MOUNTED JUNCTIONS BOXES FOR POWER AND DATA RECEPTACLES. MOUNT FLUSH TO CONCRETE. CORE DRILL AND SAW CUT FLOOR SLAB AS REQUIRED. COORDINATE EXACT FLOOR CONSTRUCTION, ACCESS, PENETRATION, LOCATION AND CONDUIT ROUTING PRIOR TO ROUGH—IN. EACH FLOOR BOX SHALL BE 2—GANG SHALLOW, WITH BRONZE PLATED FINISH. HUBBELL OR EQUAL COORDINATE EXACT FINAL LOCATION OF FLOOR BOXES WITH OWNER PRIOR TO ROUGH—IN. WP Un Lu HP4-25 C......... Q EM3-5 NL . C NLQ EM3-5 GENERAL NOTES: 1. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON THIRD FLOOR SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP3", UNLESS OTHERWISE NOTED. ALL NORMAL LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON FOURTH FLOOR SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP4", UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY LIGHTING BRANCH CIRCUITS IN CORRIDORS/ COMMON AREAS ON THIRD AND FOURTH FLOORS SHALL BE CONNECTED TO 120/208V 30, 4W EMERGENCY PANEL "EM3", UNLESS OTHERWISE NOTED. 3. ALL POWER DEVICES IN CORRIDORS/COMMON AREAS SHALL BE CONNECTED TO 120/208V 30, 4W PANEL "HP2 UNLESS OTHERWISE NOTED. 4. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATION. 5. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130 (WHERE APPLICABLE). 6. , CONNECT ALL EMERGENCY LIGHTING AND EMERGENCY EXIT SIGNS AHEAD OF SWITCHING. 7. ALL LIGHTING AND LIGHTING CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE WITH 2014 FBC—ENERGY CONSERVATION SECTION C405.1—C405.6. 8. REFER TO DRAWING E200 FOR ENLARGED INDIVIDUAL UNIT PLANS' ELECTRICAL REQUIREMENTS. 9. ALL NORMAL INTERIOR FIRST FLOOR LIGHTINGFIXTURES SHALL BE ROUTED THROUGH AND CONTROLLED VIA LIGHTING CONTROL PANEL LCP-1. THIS SHALL PROVIDE AUTOMATIC LIGHTING CONTROL THAT SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN FOUR HOURS. 10. INDIVIDUAL LIGHTING CONTROL SWITCHES SHALL ACT AS MANUAL OVERRIDE TO LIGHTING CONTROL SYSTEM. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE AND ADDITIONAL LIGHTING CONTROL REQUIREMENTS. 12. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 13. THIS PROJECT IS IN COMPLIANCE WITH 2014 FISC—ENERGY CONSERVA11ON C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH FEEDER/CUSTOMER—OWNED SERVICE CONDUCTORS (2X) AND BRANCH CIRCUIT CONDUCTORS (3X). 14. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA AND FLORIDA FIRE PREVENTION CODE. 15. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATIONS AND MOUNTING HEIGHT'S. P Ht�'4— 7 .. Q NL HP�F 29Li P M. HP4-6 HP4 HP4-6 Hp4 EX EM3-5 P El HP4-6 4 E208 C NL(;) ..: EM3-5 ENLARGED PARTIAL 4TH FLOOR ELECTRICAL PLAN SCALE: 1/4 " = 1'-0" 5 E208 U ENLARGED PARTIAL 4TH FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ENLARGED PARTIAL 4TH FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" SEAL DATE: 07/03/17 $A►F Aowl , r � �. Ivo/ S60 SM a SIAre OF ,F Nawwaf Ahmad, PE f FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyright 2017 Elite Universal, LLC. A1I Rights Reserved. CONSULTANT ds Z J o Z_ 2 w Z N N O gr LU <W - N - Q NJN �d K. Z �N Z o v2'N o � m Z 6U dI W C7 2 ycnigE � N Z c6 wo�LO 3 g J O ti U nz z r= 2W�o. L_CIJ PROJECT A w H I�QM� Q �OO W LL �W0Q OLL U0U ��< U) �Q O0- J J LL Q U O W LL J Q W Q � ww =a E- z W NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: Elite Universal Job No. 08009 W.P. SHUNT TRIP INSTALLED WITHIN W.P. KNOX BOX AT THE FRONT ENTRY RMF PANEL PANEL PANEL PANEL PANEL "R4A" "R4A" "R48'f "R4B" „ „ LIGHTING YSECT.q�1 YSET.q�2 4SpE�CTq�1 YSET.q�2 �H5Pg4� CONTROL LO. P/0. PMLPPp�PLCP-4/ 4pW8V 3¢ 4W 12PANEL 0/ 4W / 4W 1230, 4W 9 9 4TH FLOOR 9❑ PANEL PANEL PANEL PANEL ffR3A" "R3A" "R3B" "R3B" PANEL LIGHTING PANEL 4SpEpCT..�1 4SpEpCT..2 4%0 MP 1 4SEEpCT.. 2 HP3 CONTROL iM g31M.O. PM.PMPMp.�P2 51�MP PANEL 1 0 P121268V 120/ 4W 130/ 0 123¢ 0 12NM0' LCP-3 13� W �� 0 �, f 9 9 3RD FLOOR 12 PANEL PANEL RB NAEL PANL "P.213" PANEL PHPZL LIGHTING 4SpE�CT. 1 4SEE�CT.. 2 4SpEpCTT. 1 4SEEpCT... 2 CONTROL 120%2Q_P 12U/20 P 12 /20081/P 120/2o0�8VP 12 �208VP LC PANEL2 1 0 TO ROOFTOP LPS LIGHTNING PROTECTION SYSTEM BUENG STEL CONCRETE ENCASED ELECTRODE PANEL PANEL PANEL "HPI" "HPI" "HPI" LIGHTING 4SpEpCT. 1 4SpEpCT.2 4SEEpCT. 3 CONTROL M.LO. P MMP .LO. P M.Lt. LCP-1 120/20_ 120/20 120/20 PANEL PANEL CHEF'S CTR PANEL " "HPI M" 25 qM2"�(" LO2AD5CEgNTMER 25 q� 1 b(.LO. P M.LO. P 1 M.J. P 2 M.LO. F 120/208V 12 208V 120/208V 120/208' 3_N 1• N (1) #4/0 CU GROUND IN 1" CONDUIT TO 5/8"x30' CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE, BLDG STEEL, ROOFTOP LIGHTING PROTECTION SYSTEM, AND TO MDF AND IDF GROUND BARS. -, MDF/TTB GROUND BAR ROOM/COMMUICATION ROOM METALLIC WATER PIPE ELECTRICAL RISER DIAGRAM - NTS 2ND FLOOR n PANEL "EMIR 32M 2f tMP 123, 4W (SERVED W/ 200A C.B.) ELECTRICAL RISER NOTES iI UTILITY COMPANY TRANSFORMER WITH INTEGRAL CURRENT TRANSFORMER CABINET. CONCRETE HOUSEKEEPING PAD CONSTRUCTED PER UTILITY CO. REQUIREMENTS. FIELD VERIFY THE EXACT LOCATION PRIOR TO BIDDING. SECONDARY VOLTAGE IS 120/208V 30, 4W. REFER TO SITE PLAN DRAWING E100 FOR EXACT LOCATION. 20 120/208V 30, 4W WEATHERPROOF ELECTRICAL METER MOUNTED ON 6"X6"X10' CONCRETE PEDESTAL ADJACENT TO UTILITY TRANSFORMER. 3❑ PROVIDE (3) 5" U.G. CONDUIT WITH #10 AWG PULLWIRE FOR PRIMARY SERVICE ENTRANCE. FIELD COORDINATE AND VERIFY THE EXACT TERMINATION LOCATION WITH UTILITY CO. PRIMARY CONDUITS AND CONDUCTORS BY UTILITY CO. ® 120/208V 3e, 4W, NEMA 1, FREE STANDING SWITCHBOARD "MDP" WITH 100% RATED 2000 AMP 100 KAIC MAIN CIRCUIT BREAKER AND DISTRIBUTION AS NOTED. PROVIDE 120V SHUNT TRIP. ALL CIRCUIT BREAKERS LOCATED IN SWITCHBOARD "MDP" SHALL BE 100% RATED. BOND PER NEC. ALL LUGS SHALL BE CU/AL RATED. TRANSIENT VOLTAGE SURGE SUPPRESSION. TOTAL PROTECTION SOLUTIONS "SERVICE TRACK" TK -SERIES OR EQUAL © 120/208V 30, 4W 125KW DIESEL EMERGENCY GENERATOR WITH WEATHERPROOF HOUSING, GENERATOR WITH DOUBLE CONTAINMENT BASE MOUNT FUEL TANK. CRITICAL SILENCER WITH ALARMS. REFER TO DRAWINGS E502 FOR GENERATOR DETAILS. PROVIDE INTEGRAL CIRCUIT BREAKERS AS INDICATED. Z] REMOTE START/STOP PUSH BUTTON OPERATOR. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. ® GENERATOR ANNUNCIATOR PANEL LOCATED IN MAIN FIRST FLOOR ELECTRICAL ROOM. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. 9❑ EMERGENCY TRANSFER SWITCH AND PANELBOARD PER NEC ARTICLE 700. 10 OPTIONAL STANDBY TRANSFER SWITCH AND PANELBOARD PER NEC ARTICLE 702. 10 PANCEL D "OS" ATS -EM 2V ?P 120/208V 1220 30, 4W, SN 30, 4W 200A (SERVED W/ 20 AA C.B.) WIRE AND CONDUIT SCHEDULE 3000 CONDUCTORS COPPER GROUND CONDUIT &�O)_j OARD"M.C.B8VT O 1600 KCMIL AL X (9) PARALLEL SETS 1600 KCMIL AL X (9) PARALLEL SETS --- 4" x (9) SETS + (1) 4 SPARE O#12 ["L1022 --- --- 1-1/4" O--- � TRIP #4/0 AWG CU G N O4 BOND J10 AWG CU ; .. .•��4?=• ••�, OJ600 KCMIL CU #600 KCMIL CU TO ROOFTOP LPS LIGHTNING PROTECTION SYSTEM BUENG STEL CONCRETE ENCASED ELECTRODE PANEL PANEL PANEL "HPI" "HPI" "HPI" LIGHTING 4SpEpCT. 1 4SpEpCT.2 4SEEpCT. 3 CONTROL M.LO. P MMP .LO. P M.Lt. LCP-1 120/20_ 120/20 120/20 PANEL PANEL CHEF'S CTR PANEL " "HPI M" 25 qM2"�(" LO2AD5CEgNTMER 25 q� 1 b(.LO. P M.LO. P 1 M.J. P 2 M.LO. F 120/208V 12 208V 120/208V 120/208' 3_N 1• N (1) #4/0 CU GROUND IN 1" CONDUIT TO 5/8"x30' CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE, BLDG STEEL, ROOFTOP LIGHTING PROTECTION SYSTEM, AND TO MDF AND IDF GROUND BARS. -, MDF/TTB GROUND BAR ROOM/COMMUICATION ROOM METALLIC WATER PIPE ELECTRICAL RISER DIAGRAM - NTS 2ND FLOOR n PANEL "EMIR 32M 2f tMP 123, 4W (SERVED W/ 200A C.B.) ELECTRICAL RISER NOTES iI UTILITY COMPANY TRANSFORMER WITH INTEGRAL CURRENT TRANSFORMER CABINET. CONCRETE HOUSEKEEPING PAD CONSTRUCTED PER UTILITY CO. REQUIREMENTS. FIELD VERIFY THE EXACT LOCATION PRIOR TO BIDDING. SECONDARY VOLTAGE IS 120/208V 30, 4W. REFER TO SITE PLAN DRAWING E100 FOR EXACT LOCATION. 20 120/208V 30, 4W WEATHERPROOF ELECTRICAL METER MOUNTED ON 6"X6"X10' CONCRETE PEDESTAL ADJACENT TO UTILITY TRANSFORMER. 3❑ PROVIDE (3) 5" U.G. CONDUIT WITH #10 AWG PULLWIRE FOR PRIMARY SERVICE ENTRANCE. FIELD COORDINATE AND VERIFY THE EXACT TERMINATION LOCATION WITH UTILITY CO. PRIMARY CONDUITS AND CONDUCTORS BY UTILITY CO. ® 120/208V 3e, 4W, NEMA 1, FREE STANDING SWITCHBOARD "MDP" WITH 100% RATED 2000 AMP 100 KAIC MAIN CIRCUIT BREAKER AND DISTRIBUTION AS NOTED. PROVIDE 120V SHUNT TRIP. ALL CIRCUIT BREAKERS LOCATED IN SWITCHBOARD "MDP" SHALL BE 100% RATED. BOND PER NEC. ALL LUGS SHALL BE CU/AL RATED. TRANSIENT VOLTAGE SURGE SUPPRESSION. TOTAL PROTECTION SOLUTIONS "SERVICE TRACK" TK -SERIES OR EQUAL © 120/208V 30, 4W 125KW DIESEL EMERGENCY GENERATOR WITH WEATHERPROOF HOUSING, GENERATOR WITH DOUBLE CONTAINMENT BASE MOUNT FUEL TANK. CRITICAL SILENCER WITH ALARMS. REFER TO DRAWINGS E502 FOR GENERATOR DETAILS. PROVIDE INTEGRAL CIRCUIT BREAKERS AS INDICATED. Z] REMOTE START/STOP PUSH BUTTON OPERATOR. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. ® GENERATOR ANNUNCIATOR PANEL LOCATED IN MAIN FIRST FLOOR ELECTRICAL ROOM. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. 9❑ EMERGENCY TRANSFER SWITCH AND PANELBOARD PER NEC ARTICLE 700. 10 OPTIONAL STANDBY TRANSFER SWITCH AND PANELBOARD PER NEC ARTICLE 702. 10 PANCEL D "OS" ATS -EM 2V ?P 120/208V 1220 30, 4W, SN 30, 4W 200A (SERVED W/ 20 AA C.B.) WIRE AND CONDUIT SCHEDULE SYMB CONDUCTORS COPPER GROUND CONDUIT PER/PHASE NEUTRAL O 1600 KCMIL AL X (9) PARALLEL SETS 1600 KCMIL AL X (9) PARALLEL SETS --- 4" x (9) SETS + (1) 4 SPARE O#12 PULL WIRE --- --- 1-1/4" O--- � --- #4/0 AWG CU in O4 J10 AWG CU J10 AWG CU 110 AWG CU 3/4" OJ600 KCMIL CU #600 KCMIL CU J3 AWG CU 49' O11/0 AWG CU j1/0 AWG CU J6 AWG CU 2" O#350 KCMIL CU 1,350 KCMIL CU 13 AWG CU 3" 10 J6 AWG CU j6 AWG CU 16 AWG CU 1" 12 1250 KCMIL CU 1250 KCMIL CU #4 AWG CU 3" 13 J2 AWG CU 12 AWG CU 16 AWG 1 1/2" 14 #3/0 AWG CU -- 16 AWG CU 2" 15 J3/0 AWG CU #3/0 AWG CU J6 AWG CU 2" 16 #1 AWG CU #1 AWG CU #6 AWG CU 2" 1/4" PROVIDE (4) 1/400 4" DRILLED AND TAPPED HOLES & (4) 3/8"0 DRILLED AND TAPPED HOLES. w 2" I J4/0 AWG " METALLIC METAC TYPICAL CADWELD ALL 2 WATER PIPING CONNECTIONS TYPE 2" "Lx" #4/0 AWG , TO BUILDING " STEEL #4/0 AWG COPPER TO ATS GROUND BUS J4/0 AWG TO MDA/TIB GB -1. GROUND BAR DETAIL N.T.S. I ❑ GENSET ANNUNCIATOR ❑7 E E WP BATTERY CHARGER HEATER 3'1 WP '" 204 0 3 O� 3 5/8'1 CU CLAD GROUND ROD, BOND FRAME ONLY. DO NOT BOND GROUND/NEUTRAL ALUMINUM BRACKET FABRICATE WITH 5/16" THICK MATERIAL INSULATOR (TYPICAL) SOLID COPPER BAR MOUNT BOTTOM 24" ABOVE FINISHED FLOOR © GENERATOR 125 KW 120/208V 30, 4W WP BOND GENSET FRAME ONLY FIRST FLOOR SEAL DATE: 07/03/17 �,l4sr1#1iex1i No. S609S "t nin SIATC O 116 «4r Z ��►A, �!p Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copynght 2017 Elite Universal, LLC. All Rights Reserved. CONSULTANT UZ 0 Z~ _o C7Z X Zw a W L i a N N Lu Fq Lu -N V• (/l � N O D N w m ZLL:N� 'n W 0 y y a CC v "d Z CL CL Um cadww W=�c_a�N�E�Q Zom�c6 3 Worn m G A U z r• L Awa LQJ PROJECT A W u.i ti � C.)O8O W LL �W Q �2_jU) � LL �a-0 0LLU L"r)) Q uu 1� U) w Ll U) J Q Q U � Q U � Lu Lu SEAL NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: At DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX - SHEET: E300 Elite Universal Job No. 08009 COMMUNICATIONS INFRASTRUCTURE RISER DIAGRAM W11 TO SHUNT TRIP CIRCUIT BRFJIKER� OF ELEVATOR POWER CKT. FIRE ALARM ZONE FOR ELEVATOR NOTES: 1. DERIVE POWER FOR FLASHING WARNING LIGHT FROM VISUAL ALARM CIRCUIT IN FIRE ALARM CONTROL. PANEL 2. COORDINATED HEAT DETECTOR SHALL BE FIXED TEMPERATURE 135 DEG F & SPRINKLER HEAD SHALL BE 286 DEG F. I INITIATION OF ELEVATOR LOBBY, TOP OF SHAFT, OR MACHINE ROOM SMOKE DETECTOR LOOP SHALL PLACE ELEVATOR CONTROL INTO PHASE 1 RECALL MODE do RETURN ELEVATOR TO DESIGNATED SAFE PLACE. LEGEND ® SMOKE DETECTOR AND 135 DEG F FIXED TEMPRATURE HEAT DETECTOR IN ELEVATOR MACHINE ROOM. 0 SHUNT TRIP CONTACT -TYPICAL (AUXILIARY CONTACT IN HEAT DETECTOR) © FLASHING WARNING LIGHT LOCATED ADJACENT TO ELEVATOR 'PHASE 1' RECALL SWITCH (WHERE REQUIRED) FLASHING WARNING LIGHTS LOCATED IN ELEVATOR CAB. © FIRE SPRINKLER VALVE TAMPER SWITCH FQ DUAL CONTACT SMOKE DETECTOR LOCATED IN ELEVATOR LOBBY. ELEVATOR MACHINE ROOM ELEVATOR FIRE ALARM DETAIL rN1' EM FIRE ALARM SYSTEM SEQUENCE OF OPERATIONS (REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) A. FIRE ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES: F. ACTUATION OF ALARM NOTIFICATION APPLIANCES, ANNUNCIATION, AND ELEVATOR RECALL 1. MANUAL STATIONS. 2. HEAT DETECTORS. ACTUATION OF SUPPRESSION SYSTEMS SHALL OCCUR WITHIN 10 SECONDS AFTER THE 3. SMOKE DETECTORS. ACTIVATION OF AN INITIATING DEVICE. 4. VERIFIED AUTOMATIC ALARM OPERATION OF SMOKE DETECTORS. G. SMOKE -ALARM VERIFICATION: 5. AUTOMATIC SPRINKLER SYSTEM WATER FLOW. 1. INITIATE AUDIBLE AND VISIBLE INDICATION OF AN 'ALARM VERIFICATION" SIGNAL AT THE B. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: FACP. 1. ALARM NOTIFICATION APPLIANCES SHALL OPERATE CONTINUOUSLY. 2. ACTIVATE A LISTED AND APPROVED 'ALARM VERIFICATION' SEQUENCE AT THE FACP AND 2. IDENTIFY ALARM AT THE FACP AND REMOTE ANNUNCIATORS. THE DETECTOR. 3. TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 3. RECORD EVENTS. 4. SWITCH HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT CONTROLS TO FIRE 4. SOUND GENERAL ALARM IF THE ALARM IS VERIFIED. ALARM MODE. 5. CANCEL FACP INDICATION AND SYSTEM RESET IF THE ALARM IS NOT VERIFIED. 5. RECORD EVENTS IN THE SYSTEM MEMORY. H. POWER SUPPLY FOR SUPERVISION EQUIPMENT: SUPPLY FOR AUDIBLE AND VISUAL EQUIPMENT C. SUPERVISORY SIGNAL INITIATION SHALL BE BY OPERATION OF A FIRE -PROTECTION SYSTEM FOR SUPERVISION OF THE AC POWER SHALL BE FROM A DEDICATED DC POWER SUPPLY, AND VALVE TAMPER. POWER FOR THE DC COMPONENT SHALL BE FROM THE AC SUPPLY. I. ALARM SILENCING, TROUBLE, AND SUPERVISORY ALARM RESET: MANUAL RESET AT THE D. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES FACP AND REMOTE ANNUNCIATORS, AFTER INITIATING DEVICES ARE RESTORED TO NORMAL OR ACTIONS: 1. SILENCING -SWITCH OPERATION HALTS ALARM OPERATION OF NOTIFICATION APPLIANCES AND 1. OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING DEVICE, SIGNALING LINE, ACTIVATES AN "ALARM SILENCE' LIGHT. DISPLAY OF IDENTITY OF THE ALARM ZONE OR AND NOTIFICATION -APPLIANCE CIRCUITS. DEVICE IS RETAINED. 2. OPENING, TAMPERING, OR REMOVAL OF ALARM -INITIATING AND SUPERVISORY 2. SUBSEQUENT ALARM SIGNALS FROM OTHER DEVICES OR ZONES REACTIVATE NOTIFICATION SIGNAL -INITIATING DEVICES. APPLIANCES UNTIL SILENCING SWITCH IS OPERATED AGAIN. 3. LOSS OF PRIMARY POWER AT THE FACP. 3. WHEN ALARM -INITIATING DEVICES RETURN TO NORMAL AND SYSTEM RESET SWITCH IS 4. GROUND OR A SINGLE BREAK IN FACP INTERNAL CIRCUITS. OPERATED, NOTIFICATION APPLIANCES OPERATE AGAIN UNTIL ALARM SILENCE SWITCH IS 5. ABNORMAL AC VOLTAGE AT THE FACP. RESET. 6. A BREAK IN STANDBY BATTERY CIRCUITRY. 7. FAILURE OF BATTERY CHARGING. 8. ABNORMAL POSITION OF ANY SWITCH AT THE FACP OR ANNUNCIATOR. J. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. E SYSTEM TROUBLE AND SUPERVISORY SIGNAL ACTIONS• RING TROUBLE BELL AND ANNUNCIATE AT THE FACP AND REMOTE ANNUNCIATORS. RECORD THE EVENT. FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMATICAL SEE FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES. WIRING SHALL BE AS RECOMMENDED BY SYSTEMS MANUFACTURER. FIRE ALARM DESIGN CRITERIA 1. 2• 3. 4. 5. 6. 7. 8. 9. 10. 11. ELEVATOR SHAFT VENT 12' TOP OF SHAFT H I F 2 FIRE ALARM FLOOR ZONE B FIRE ALARM SUPERVISORY CIRCUIT 3RD. FLOOR E 0--,ful 2 FIRE ALARM FLOOR ZONE FIRE ALARM SUPERVISORY CIRCUIT 2ND.FLOORE _ FIRE ALARM FLOOR ZONE FIRE ALARM TS E ELEVATOR PIT SUPERVISORY CIRCUIT FIRE ALARM RISER DIAGRAM_ NTS NOTE: UPON ACTNATION OF ELEVATOR SHAFT HEAT DETECTOR, POWER TO ELEVATOR SHALL SHUTDOWN PRIOR TO THE APPLICATION OF WATER. TYPICAL 135 RATE OF RISE HEAT DETECTOR NTH 120V CONVERTIBLE CONTACTS - 120 VOLTS r NN TOP OF SHAFT 2 BOTTOM OF SHAFT v2 ELEV. MACHINE 2 F --- F� F-0 & I o L____J ELEVATOR SHUNT TRIP CIRCUIT BREAKER AM. 120 VOLT ELEVATOR SHUTDOWN CIRCUIT SHALL BE MONITORED AT THE FIRE ALARM PANEL VIA AN ALARM RELAY. IF LOSS OF POWER OCCURS AN AUDIBLE ALARM SHALL ACTIVATE AT THE FIRE ALARM PANEL INDICATING LOSS OF POWER AT THIS CIRCUIT. TYPICAL ELEVATOR SHAFT POWER SHUTDOWN DETAIL GROUND LEVEL FIRE ALARM SYSTEM SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 5TH EDITION. PER FLORIDA ADMINISTRATIVE CODE 61G15-30.003, 3, THE ENGINEER SHOWN ON THIS SHEET DOES NOT INTEND TO ACCEPT RESPONSIBILITY FOR THE DESIGN SHOWN. MINIMUM FIRE ALARM DESIGN CRITERIA IS SHOWN IN THESE DRAWINGS PER FLORIDA ADMINISTRATIVE CODE 61G15-33.006 DESIGN OF ALARM AND SIGNALING SYSTEMS. FIRE ALARM SYSTEM DESIGN SHOWN IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST THE AUTHORITY HAVING JURISDICTION DURING THE PERMIT REVIEW PROCESS, AND TO ASSIST CONTRACTORS DURING THE PROPOSAL CYCLE. INSTALLING FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT ENGINEERED SIGNED AND SEAL SHOP DRAWINGS TO AUTHORITY HAVING JURISDICTION COMPLYING WITH STATE AND LOCAL CODES/STANDARDS TO SECURE A FIRE ALARM SYSTEM PERMIT. FIRE ALARM CONTRACTOR SHALL BE AWARE THAT THE OCCUPANCY WILL HAVE DISPLAYS. COORDINATION WITH STAKEHOLDERS SHALL BE PERFORMED TO ENSURE DISPLAY PLACEMENT WILL NOT OBSTRUCT FIRE ALARM DEVICES. FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 70 AND 72 FOR INSTALLATION PRACTICES. FIRE ALARM INSTALLATION SHALL BE SUPERVISED BY TECHNICIAN WITH CURRENT CERTIFICATION AS A NICET LEVEL III IN FIRE ALARM. FIRE ALARM PATHWAYS IN OPEN CEILING AREAS SHALL BE IN 3/4" EMT. ALL FIRE ALARM WIRING SHALL BE ROUTED THROUGH CONDUIT THAT IS STRICTLY DEDICATED FOR FIRE ALARM. NO OTHER SYSTEMS MAY UTILIZE FIRE ALARM WIRING CONDUIT. FIRE ALARM CIRCUITS SHALL NOT HAVE SPLICES. CIRCUITS SHALL BE EXTENDED FROM DEVICE AND APPLIANCE SCREW TERMINALS. FIRE ALARM FREE WIRE PRACTICES SHALL BE INSTALLED PER NFPA 70 AND NFPA 72. FIRE ALARM STROBE LIGHTS SHALL BE MINIMUM OF 75cd UNLESS OTHERWISE NOTED. FIRE ALARM SPEAKER AMBIENT SOUND LEVEL AUDIBILITY SHALL BE A MINIMUM OF 95dB, AND SHALL COMPLY WITH NFPA 72 A.18.4.3 FOR SOUND LEVELS THROUGHOUT THE SCOPE OF WORK. COMMUNICATIONS RISER NOTES 10 TELEPHONE TERMINAL BOARD (TIB). PROVIDE 8' HIGH, 3/4" COX A -C GRADE FIRE RETARDANT PLYWOOD WITH 2 -COATS OF GREY PAINT. LENGTH AS SHOWN ON PLANS. INSTALL 6" AFF. 20 PROVIDE (4) 4" UNDERGROUND CONDUITS FOR SERVICE PROVIDER CABLING. PROVIDE NYLON PULLSTRING. CAP AND LABEL AT BOTH ENDS. STUB UP CONDUIT 4" A.F.F. IN MAIN COMM ROOM AND 24" A.F.F. AT PROPERTY LINE, IN LOCATION DESIGNATED BY SERVICE PROVIDERS. COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO INSTALLATION. 3� REFER TO GROUND BAR DETAILS FOR REQUIREMENTS. ® PROVIDE (4) 4" SLEEVES STUBBED 4' ABOVE AND BELOW STRUCTURAL FLOOR/CEILING. PROVIDE FlRESTOPPING FOR ALL PENETRATIONS. 5❑ TYPICAL RESIDENTIAL UNIT TELEPHONE OUTLET. PROVIDE 4"x4'x2" BACK BOX AND 1" CONDUIT WITH PULLSTRING; TO EACH OUTLET. REFER TO UNIT PLANS FOR QUANTITIES AND LOCATIONS. REFER TO TECHNOLOGY CONSULTANT'S DRAWINGS FOR CABLING AND OUTLET REQUIREMENTS. © TYPICAL RESIDENTIAL UNIT TELEVISION OUTLET. PROVIDE 4'x4"x2" BACK BOX AND 1" CONDUIT WITH PULLSTRING TO EACH OUTLET. REFER TO UNIT PLANS FOR QUANTITIES AND LOCATIONS. REFER TO TECHNOLOGY CONSULTANT'S DRAWINGS FOR CABLING AND OUTLET REQUIREMENTS. TO OTHER DEVICES JUNCTION TO OTHER DEVICES BOX CEILING ADDRESSABLE TRANSPONDER HEAT DETECTOR HEAT DETECTOR DETAIL. N.T.S SEAL DATE: 07/03/17 ASF A. .r • +` w * . 5609; wars -" Rf fk/ 40 �1 � 1 �% Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copy it 2017 Elite Universal, LLC. All F3 hIs Reserved. CONSULTANT Z Us Z~ - o 0) UZ x Z ILLI w W a N NE O N 01 rn W G7y��"ONw i Z��; (^ ty2 LI V N N w s Z z _ �a� LLI N m cO° LL, C33 0 Z u 3= wo�� O 6 3 1'j m ^ U V <� z a o W a. PROJECT A W ti HLLJ� Q Q �O�O W W Z awe °U) F��I �M LL VaO>- �! it z Zo 00 a u- �L000 < Ofw cf);!�w H p NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E301 Elite Universal Job No - 08009 MAIN SWITCHBOARD M D P RATING SERVICE 3000 AMP M.C.B. W/ SHUNT TRIP 120/208V, 38, 4W LUG LOCATION BOTTOM MOUNTING FREE-STANDING SURFACE A.I.C. TYPE 100 KAIC SQUARE D QED2 OR EQUAL W CKT NO EQUIPMENT SERVED Q KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. NO. EQUIPMENT SERVED CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. BRANCH CIRCUIT TR 0 NEUT GND COND 1 PANEL "HP1" 0.72 26.65 3 400 600 600 3 4w A 2 PANEL 111 1 18.96 3 225 250 250 4 3 26.65 -- -- 600 B 18.96 -- -- 250 1 26.65 -- -- 600 C 18.96 -- -- 250 12 3 PANEL "K" B 13.22 3 225 4/0 4 0 4 2-1/2 A 4 PANEL "113.49 1.25 13.49 3 225 250j 250 4 j 3" 13.22 -- --4 0 B -- -- 2501 1 6 LIGHTING 13.22 -- -- 4 0 C 13.49 -- -- 250 20 5 PANEL 111 1 2' 9.99 3 125 1 1 6 2" A 6 PANEL "HP4" A 15.01 3 225 250 250 4 3" 9.99 -- -- 1 B 15.01 -- -- 250 9 9.99 -- -- 1 C 15.01 -- -- 250 3 7 PANEL "HP1 M" 10 17.88 3 225 250 250 4 3110 A 8 PANEL 111 1 2" 24.65 3 300 350 350 3 3 17.88 -- -- 250 B 24.65 -- -- 350 -- 17.88 -- -- 250 C 24.65 -- -- 350 12 ACCU-5 * 9 PANEL 'RW 20 24.65 3 300 350 350 3 3 A 10 PANEL 111 10 -- 23.22 3 300 350 350 3 3" 24.65 -- -- 350 B 23.22 -- -- 350 12 24.65 -- -- 350 C 23.22 -- -- 350 15 11 PANEL 111 3 23.22 3 300 350 350 3 3" A 12 SPACE 25 10 -- 3 3 4" 17 ---- 23.22 -- -- 350 B -- -- -- 23.22 -- -- 350 C -- -- 19 ---- 13 PANEL 111 18 ---- 24.65 3 300 350 350 3 3" A 14 INDUSTRIAL TUMBLE DRYER 10.00 3 100 2 2 6 __7_2w 24.65 -- -- 350 B 10.00 -- -- 2 24.65 -- -- 350 C 10.00 -- -- 2 15 PANEL "R3B" 20 24.65 3 300 350 350 3 3" A 16 PANEL "EM 1in 12 13.56 3 200 3/0 3/0 6 2 24.65 -- -- 350 B 13.56 -- -- 3/0 12 24.65 -- -- 350 C 13.56 -- -- 3 0 23 17 SPACE 1 20 3 12 1/2"' 0.72 C A 18 PANEL 'OS" 25 18.33 3 200 3/0 3/0 6 2" -- -- B 18.33 -- -- 3/0 20 1 -- -- C 18.33 -- -- 3/0 1/2- 19 SPACE 26 ---- 1.83 3 -_10 1 2 35 1 8 -- A 20 SPACE 1 20 3 12 1/20 1 1/2- -- -- B -- -- 1.83 -- -- C -- 8 -- 21 ELEVATOR W/ SHUNT TRIP 29 18.00 3 200 3 0 3 0 6 2 A 22 SPACE 30 ---- 1.83 3 -- 8 6 18.00 -- -- 3/0 B -- -- SECOND FLOOR RECEPS. 18.00 -- -- 3/0 C -- -- 20 23 ELEVATOR W/ SHUNT TRIP 1/2- 18.00 3 200 3/0 3/0 6 2 A 24 SPACE 33 LAUNDRY RECEPTACLES 3 1 20 12 12 18.00-- -- 3 0 B -- -- 25 18.00 -- -- 3 0 C -- -- 5.28 25 SPACE 6 37 SPACE 3 35 -- 0.45 1 A 26 SPACE 1/2- 2.21 3 36 ---- 5.28 -- -- -- B -- -- C -- EF -1 27 SPACE 20 12 12 3 1/2m EQUIPMENT SERVED A 38 ACCU-2 * A 28 SPACE 10 -- 10 3 39 AHU-5 * 1.83 -- -- B -- -- 10 -- C -- -- 29 TVSS 2.21 -- 3 60 6 -- 6 1 A 30 SPACE -- 10 3 HVAC EQUIPMENT 19,95 1.00 19,95 C -- -- -- 6 B -- -- -- - 6 C -- -- EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD KVA REMARKS - - - - - 100% RATED MAIN CIRCUIT BREAKER SERVICE ENTRANCE RATED SWITCHBOARD PROVIDE NAMEPLATE FOR ALL CIRCUIT BREAKERS PROVIDE GRND BUS & NEUTRAL BUS PROVIDE TYPE WRITTEN DIRECTORY 2,816 AMPS PANELS 876.61 1.00 876.61 ELEVATOR 108.00 1.00 108.00 MISC. EQUIPMENT 30.00 1.00 30.00 TOTAL 56.89 TOTAL 1014.61 PANEL H P2 RATING SERVICE 225 AMP M.L.O. 120/208V, 38, 4W 4W -- LUG LOCATION TOP MOUNTING SURFACE A.I.C. TYPE W 22MC SQ. D NQ OR EQUAL Q CKT. NO. EQUIPMENT SERVED KVA CKT. POLE BKR. TR IBRANCH CIRCUff 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 111 GND COND 1 CORRIDOR RECEPTACLES 0.72 1 20 12 12 12 1/2" 0.48 A 2 LIGHTING 0.48 1 20 12 12 12 1 2' 3 CORRIDOR RECEPTACLES 0.54 1 20 12 12 12 1/2" 20 B 4 LIGHTING 0.84 1 20 12 12 12 1 2" 5 WASHER 1.25 1 20 12 12 12 1 2' C 6 LIGHTING 1.08 1 20 12 12 12 1 2' 7 WASHER 1.25 1 20 12 1 12 12 1 1/2* 9 DRYER A 8 LIGHTING 0.76 1 20 12 1 12 12 1 2" 9 DRYER 2.50 3 30 10 -- 10 3/4' -- B 10 CEILING FANS 1.20 1 20 12 12 12 1 2" 11 ---- 2.50 -- -- 10 -- -- 10 C 12 ACCU-5 * 1.25 2 20 12 -- 12 3 4' 13 ---- 2.50 -- -- 10 10 -- 10 3/4- A 14 ---- 1.25 -- -- 12 3/4" 15 DRYER 2.50 3 30 10 -- 10 3 4" B 16 AHU-6 * 1.83 2 25 10 -- 10 3 4" 17 ---- 2.50 -- -- 10 20 SPACE 19 ---- 2.50 C 18 ---- 1.83 -- -- 10 1 20 19 ---- 2.50 -- -- 10 21 LAUNDRY RECEPTACLES 0.54 1 A 20 ACCU-6 * 1.25 2 20 12 -- 12 3/4* 21 SECOND FLOOR RECEPS. 0.72 1 20 12 12 12 1/2"' 20 B 22 ---- 1.25 -- -- 12 1/2- A 23 SECOND FLOOR RECEPS. 0.54 1 20 12 12 12 1/2"' 0.72 C 24 AHU-7 * 1.83 2 25 10 -- 10 3 4' 25 REFRIGERATOR 1.00 1 20 1 12 12 1 12 1/2- 20 A 26 ---- 1.83 -- -_10 1 2 35 1 8 -- 27 SECOND FLOOR RECEPS. 0.72 1 20 12 12 12 1/20 1 1/2- B 28 ACCU-7 * 1.83 1 2 35 8 -- 8 1" 29 SECOND FLOOR RECEPS. 0.54 1 20 12 12 12 1/2" B C 30 ---- 1.83 -- -- 8 6 35 SPACE 31 SECOND FLOOR RECEPS. 0.90 1 20 12 12 12 1/2- 5.28 A 32 AHU-4 * 5.28 3 60 6 -- 6 1" 33 LAUNDRY RECEPTACLES 0.54 1 20 12 12 12 1/2m 25 B 34 ---- 5.28 -- -- 6 37 SPACE 35 EF -1 0.45 1 20 12 12 12 1/2- 2.21 C 36 ---- 5.28 -- -- 6 37 EF -1 0.45 1 20 12 12 12 1/2m EQUIPMENT SERVED A 38 ACCU-2 * 2.21 3 25 10 -- 10 3 4" 39 AHU-5 * 1.83 2 25 10 -- 10 3/4- -- B 40 ---- 2.21 -- -- 10 CONN. LOAD 41 ---- 1.83 -- -- 10 RECEPTACLES AND EQUIPMENT 22,00 1,00 22,00 HVAC EQUIPMENT 19,95 1.00 19,95 C 42 ---- 2.21 -- -- 10 EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY 158 AMPS LIGHTING 4.36 1.25 5.45 RECEPTACLES AND EQUIPMENT 23.72 1.00 23.72 HVAC EQUIPMENT 27.72 1,00 27.72 TOTAL 56.89 * = AHU AND ACCU LOADS ARE NON -COINCIDENTAL PANEL HP3 RATING SERVICE 225 AMP M.L.O. 120/208V, 3s, 4W -- LUG LOCATION TOP MOUNTING SURFACE A.I.C. TYPE W 22MC SQ. D NQ OR EQUAL Q CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. I TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR IBRANCH CIRCUIT 0 NEUT GND COND 1 CORRIDOR RECEPTACLES 0.72 1 20 12 12 12 1/20 A 2 LIGHTING 0.48 1 20 12 12 12 1/2w 3 CORRIDOR RECEPTACLES 0.54 1 20 12 12 12 1/2' B 4 LIGHTING 0.78 1 20 12 12 12 1/20 5 WASHER 1.25 1 20 12 12 12 1/2- C 6 LIGHTING 0.32 1 20 12 12 12 1/2* 7 WASHER 1.25 1 20 12 1 12 12 1/2- A 8 CEILING FANS 0.60 1 1 20 1 12 1 12 12 1/2" 9 DRYER 2.50 3 30 10 -- 10 3/4- B 10 SPACE 10 3/4* B 10 SPACE 11 ---- 2.50 -- -- 10 11 ---- 2.50 C 12 SPACE 10 C 12 SPACE 13 ---- 2.50 -- -- 10 13 ---- A 14 SPACE -- 10 A 15 DRYER 2.50 3 30 10 -- 10 3/4- B 16 1 SPACE 3 30 10 -- 10 3/4" 17 ---- 2.50 -- -- 10 C 18 ISPACE 2.50 -- -- 10 19 ---- 2.50 -- -- 10 A 20 SPACE 19 ---- 2.50 -- -- 10 21 LAUNDRY RECEPTACLES 0.54 1 20 12 12 12 1/2- B 22 SPACE 21 LAUNDRY RECEPTACLES 0.54 1 20 12 12 23 OFFICE RECEPTACLES 0.72 1 20 1 12 12 1 12 1/2* 1 C 24 SPACE 23 OFFICE RECEPTACLES 0.72 1 20 25 COMMON RECEPTACLES 0.72 1 20 12 12 12 1/2- A 26 SPACE 10 -- 10 3 4" 25 PORCH RECEPTACLES 0.54 1 27 COMMON RECEPTACLES 0.72 1 20 12 12 12 1/2- B 28 1 SPACE -- 10 27 COMMON AREA RECEPTACLES 0.72 29 EF -1 0.45 1 20 12 12 12 112m C 30 SPACE 1 2 35 1 8 -- 8 1" 29 COMMON AREA RECEPTACLES 31 SPACE 1 20 12 12 12 1 1/2- A 32 AHU-3 * 5.28 3 60 6 -- 6 1" 33 SPACE 0.45 1 20 12 12 12 1/2- B 34 ---- 5.28 -- -- 6 6 -- 6 35 SPACE 33 SPACE C 36 ---- 5.28 -- -- 6 -- 6 37 SPACE 35 SPACE A 38 ACCU-3 * 2.21 3 25 10 -- 10 3/4' 39 SPACE 37 SPACE B 40 -- -- 2.21 -- -- 10 2.21 3 41 SPACE 1 10 1-- 10 3 4' 39 SPACE C 42 ---- 2.21 -- -- 10 40 ---- 2.21 EQUIPMENT SERVED -- 10 CONN. LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY 113 AMPS LIGHTING 2.18 1.25 2.73 RECEPTACLES AND EQUIPMENT 21.46 1.00 21.46 HVAC EQUIPMENT 16.29 1 1.00 16.29 C 42 ---- TOTAL 40.48 * = AHU AND ACCU LOADS ARE NON -COINCIDENTAL PANEL HP4 RATING SERVICE 225 AMP M.L.O. 120/208V, 38, 4W HP3 -- LUG LOCATION TOP MOUNTING SURFACE A.I.C. TYPE W 22KAIC SQ. D NO OR EQUAL Q CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 CORRIDOR RECEPTACLES 0.72 1 20 12 12 12 1/2" A 2 LIGHTING 0.38 1 20 12 12 12 1 2" 3 CORRIDOR RECEPTACLES 0.54 1 20 12 12 12 1/2" B 4 LIGHTING 0.84 1 20 12 12 12 1 2" 5 WASHER 1.25 1 1 20 1 12 12 1 12 1/2- C 6 LIGHTING 0.78 1 1 20 12 12 12 1 2" 7 WASHER 1.25 1 20 12 12 12 1/2- A 8 CEILING FANS 0.60 1 20 1 12 12 1 12 1/2- 2"9 9 DRYER 2.50 3 30 10 -- 10 3/4* B 10 SPACE 11 ---- 2.50 -- -- 10 C 12 SPACE 13 ---- 2.50 -- -- 10 A 14 SPACE 15 DRYER 2.50 3 30 10 -- 10 3/4" B 16 SPACE 17 ---- 2.50 -- -- 10 C 18 SPACE 19 ---- 2.50 -- -- 10 A 20 SPACE 21 LAUNDRY RECEPTACLES 0.54 1 20 12 12 12 1/2" B 22 SPACE 23 OFFICE RECEPTACLES 0.72 1 20 12 12 12 1/20 C 24 AHU-2 * 1.83 2 25 10 -- 10 3 4" 25 PORCH RECEPTACLES 0.54 1 20 12 12 12 1/2- A 26 ---- 1.83 -- -- 10 27 COMMON AREA RECEPTACLES 0.72 1 20 1 12 12 12 1/2- B 28 ACCU-2 * 1.83 1 2 35 1 8 -- 8 1" 29 COMMON AREA RECEPTACLES 0.72 1 20 12 12 12 1 1/2- C 30 ---- 1.83 -- -- 8 31 EF -1 0.45 1 20 12 12 12 1/2- A 32 AHU-1 * 5.28 3 60 6 -- 6 1" 33 SPACE B 34 ---- 5.28 -- -- 6 35 SPACE C 36 ---- 5.28 -- -- 6 37 SPACE A 38 ACCU-4 * 2.21 3 25 1 10 1-- 10 3 4' 39 SPACE B 40 ---- 2.21 -- -- 10 41 SPACE C 42 ---- 2.21 -- -- 10 EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY 126 AMPS LIGHTING 2.60 1.25 3.25 RECEPTACLES AND EQUIPMENT 22,00 1,00 22,00 HVAC EQUIPMENT 19,95 1.00 19,95 TOTALI 45.20 * = AHU AND ACCU LOADS ARE NON -COINCIDENTAL PANEL DIRECTORY MDP HP2 -- HP3 -- HP4 SEAL DATE: 07/03/17 41%J111111It, I f�F A rr► +++a>rwRr1++ •+i+► 5609,E f 2 -P STATe OF NawwafAhmad,PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. eliteun iversalarch itects.com ® Copynght 2017 Elite Universal, LLC. NI Rights Reserved. CONSULTANT PROJECT A W w Z W J I4QMo Q MSI O w ..)O8Q LL w 0Q �_ 0LL Q O U CU W 000LLU CL")) M � Q U) W a 9 J W Z W J � Q � U W �_ U CU W J W SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 ', REVISIONS: # DATE DESCRIPTION 07103117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E401 Elite Universal Job No. 08009 PANEL HPI SECTION 1 RATING SERVICE 400 AMP 120/208V, M.L.O. 30, 4W 4W LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION TOP MOUNTING SURFACE A.I.C. TYPE A.I.C. TYPE 22MC SQ. D NQ OR EQUAL EQUAL BKR. TR BRANCH CIRCUIT 0 NEUT GND PANEL SECTION 2 HPI RATING SERVICE 400 AMP 120/208V, M.L.O. 30, 4W BRANCH CIRCUIT 0 NEUT GND LUG LOCATION TOP MOUNTING SURFACE 0 A.I.C. TYPE EQUIPMENT SERVED 22MC SQ. D NQ OR EQUAL BRANCH CIRCUIT 0 NEUT GND I COND CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND NO EQUIPMENT SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT a NEUT GND COND 0 CKT. NO. EQUIPMENT SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 WASHER 1.25 1 20 12 12 12 1/2- 1 2 A 2 SITE LIGHTING 0.32 2 20 8 -- 8 12 1" 43 DRYER 2.50 3 30 10 -- 10 3/4- A 44 CHAPEL RECEPTACLES 0.90 1 20 10 10 10 3/4' 20 3 WASHER 1.25 1 20 12 12 12 1/2* 1 B 4 ---- 0.32 -- -- 8 -- A 92 DINING LIGHTING 45 ---- 2.50 -- -- 10 12 B 46 CHAPE POTING RECEPS. 0.90 1 20 10 10 10 3/4m 1/2* 5 WASHER 1.25 1 20 12 1 12 12 1/2' 1 12 C 6 SITE LIGHTING 0.41 2 1 20 10 -- 10 3/4- 12 47 1 ---- 2.50 -- -- 10 96 C 48 EXERCISE RECEPTACLES 0.54 1 20 12 12 12 1/2* SITTING LIVING LIGHTING 7 WASHER 1.25 1 20 12 12 12 1/2* 20 A 8 ---- 0.41 -- -- 10 12 1 12 1/2- 49 DRYER 2.50 3 30 10 -- 10 3/4-m A 50 EXERCISE RECEPTACLES 0.72 1 1 20 12 12 1 12 1 2' 9 WASHER 1.25 1 20 12 12 12 1/2- 0.32 B 10 SITE RECEPTACLES 0.54 1 20 10 10 10 3/4- LC -1 51 ---- 2.50 -- -- 10 12 B 52 TREADMILL 0.50 1 1 20 12 12 12 1 2" 11 WASHER 1.25 1 20 12 12 12 1/2 0 C 12 SITE RECEPTACLES 0.72 1 20 10 10 10 3/4- 12 53 ---- 2.50 -- -- 10 106 C 54 TREADMILL 0.50 1 20 12 12 12 1/2m KITCHEN LIGHTING 13 LAUNDRY RECEPTACLES 0.54 1 20 12 12 12 1/2* ---- A 14 SIGNAGE 1.05 1 20 8 8 8 12 1" 55 SPACE KITCHEN LIGHTING 0.51 1 1 20 A 56 EXERCISE RECEPTACLES 0.36 1 20 12 12 12 1 2' 15 TRASH RM RECEPTACLES 0.72 1 20 12 12 12 1/2' 0.45 B 16 SIGNAGE 1.05 1 20 8 1 8 8 112 1" 57 SPACE C 30 CONN. LOAD LF B 58 SALON RECEPTACLES 0.90 1 20 12 12 12 1 2' 17 DINING RECEPTACLES 0.90 1 20 12 12 12 1/2- SPACE C 18 IRRIGATION PUMP 0.96 3 20 10 -- 10 1 3/4 12 59 SPACE 1/2" TOTAL 53.64 A 116 C 60 EWC 0.70 1 1 20 12 12 1 12 1/2' ELEC RM OFFICE LTG. 19 PRIVATE RM RECEPTACLES 0.90 1 20 12 12 12 1/2- A 20 ---- 0.96 -- -- 10 61 SPACE LOBBY LIGHTING 0.54 1 20 A 62 LOUNGE RECEPTACLES 0.36 1 20 12 12 12 1/2" 20 21 DINING RECEPTACLES 0.90 1 20 12 12 12 1/2' 0.49 B 22 ---- 0.96 -- -- 10 A 122 EF -1 63 SPACE 20 12 12 12 B 64 LOUNGE REFRIG. 1.00 1 20 1 12 12 12 1/2s 1/2' 23 HVAC SERVICE RECEPS. 0.36 1 20 12 12 12 1/2' 12 C 24 ELEVATOR SUMP PUMP 1.50 1 20 1 12 12 12 1/2* 10 1 65 SPACE 3/4' - PROVIDE GRND BUS &NEUTRAL - PROVIDE TYPE WRITTEN C 126 C 66 TTB RECEPTACLES 0.72 1 20 12 12 12 1 2' 25 OFFICE RECEPTACLES 0.72 1 20 12 12 12 1/2' A 26 ELEVATOR SUMP PUMP 1.50 1 20 12 12 12 1/2' 67 SPACE A 68 TTB RECEPTACLES 0.72 1 20 12 12 12 1 2' 27 THEATER RECEPTACLES 0.90 1 20 12 12 12 1 2" B 28 ELEVATOR PIT RECEPTACLES 0.36 1 20 12 12 12 1/2- 69 SPACE B 70 KITCHEN RECEPTACLES 0.90 1 20 12 12 12 1 2' 29 LIVING RECEPTACLES 0.72 1 20 12 12 12 1/2- C 30 LOBBY RECEPTACLES 0.90 1 20 12 12 12 1/2- 71 SPACE C 72 POS 43 0.36 1 20 12 12 12 1/2' 31 SCRND PORCH RECEPS. 0.72 1 20 12 12 12 1 2" A 32 BUSINESS RECEPTACLES 0.90 1 20 12 12 12 1/2- 73 1 SPACE A 74 U.C. REFRIG. 44 0.60 1 20 12 12 12 1/2" 33 SCRND PORCH RECEPS. 0.90 1 20 12 12 12 1/2* B 34 CLINIC RECEPTACLES 0.90 1 20 12 12 12 1/2 a 75 SPACE B 76 U.C. REFRIG. 44 0.60 1 20 12 12 12 1 2' 35 SCRND PORCH RECEPS. 0.72 1 20 12 12 12 1/2* C 36 OFFICE RECEPTACLES 0.72 1 20 12 12 12 1/2- 77 SPACE C 78 DISPLAY CASE 45 1.44 1 20 12 12 12 1 2' 37 RESTROOM RECEPTACLES 0.72 1 20 12 12 12 1/2- A 38 OFFICE RECEPTACLES 0.90 1 20 12 12 12 1/2- 79 OFFICE RECEPTACLES 0.90 1 20 12 12 12 1/2- A 80 SITTING RECEPTACLES 0.90 1 20 12 12 12 1 2" 39 COPIER 1.00 1 20 12 12 12 1/2- B 40 MASSAGE RECEPTACLES 0.90 1 1 20 12 12 12 1/2- 81 HVAC SERVICE RECEPS. 0.36 1 20 12 12 12 1 2" B 82 SPACE 41 GAS WATER HEATERS 0.90 1 20 12 12 12 1/2' C 42 MASSAGE RECEPTACLES 0.90 1 20 12 12 12 1/2- 83 SPACE C 84 SPACE EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 84 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS 222 AMPS REMARKS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) #600 KCMILCU, (1) 13 CU GRND IN 4" C. -PROVIDE FEED THRU LUGS LIGHTING 24.64 1.251 30.80 RECEPTACLES AND EQUIPMENT 10.00 1.00 10.00 RECEPTACLES AND EQUIPMENT 31.74 0.50 15.87 HVAC, PLUMBING & MISC. EQUIPMENT 23.28 1.00 23.28 TOTAL 79.95 PANEL SECTION 3 HPI RATING SERVICE 400 AMP 120/208V, M.L.O. 39, 4W LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION TOP MOUNTING SURFACE 22MC SQ. D NQ OR EQUAL A.I.C. TYPE CKT. EQUIPMENT NO. SERVED 22KAIC SQ. D NQ OR EQUAL BKR. TR BRANCH CIRCUIT 0 NEUT GND NO EQUIPMENT SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND I COND 85 CHAPEL LIGHTING 1.23 1 20 12 12 12 1/2* 20 A 86 CORRIDOR UGHTING 0.32 1 20 12 12 12 1/2' 5 UNIT 101 RECEPTACLES 87 MASSAGE LIGHTING 0.78 1 20 12 12 12 1/2- 1 2 B 88 CORRIDOR LIGHTING 0.56 1 20 12 12 12 1 2" 89 ACTIVITY RM LIGHTING 0.51 1 1 20 12 1 12 12 1/2" -- C 90 DINING LIGHTING 0.21 1 20 12 12 12 1/20 11 UNIT 102 RECEPTACLES 91 OFFICE LIGHTING 0.53 1 20 12 12 12 1/2- -- A 92 DINING LIGHTING 0.74 1 20 12 12 12 1 2" 93 CLINIC NURSE LIGHTING 0.84 1 20 12 12 12 1/2* 20 B 94 DINING LIGHTING 1.20 1 20 1 12 12 12 1 1/20 17 UNIT 102 PTAC 95 CAFE LIGHTING 1.10 1 20 12 12 12 1/2- 17 AHU-12 * C 96 DINING LIGHTING 1.50 1 20 12 12 12 1/2" A 97 SITTING LIVING LIGHTING 0.25 1 20 12 12 12 1/2' 20 A 98 DINING LIGHTING 0.32 1 20 12 12 12 1/2- 2"99 99_ SITTING LIVING LIGHTING 1.44 1 20 1 12 1 12 12 1/2- 8 B 100 ELEVATOR PIT LIGHTING 0.26 1 20 12 12 12 1 2" 101 THEATER LIGHTING 0.32 1 20 12 12 12 1/2- 20 C 102 LC -1 0.30 1 20 12 12 12 1/2" 29 ---- 103 THEATER LIGHTING 0.43 1 20 12 12 12 1/2' 3.54 A 104 EXTERIOR RECEPTACLES 0.72 1 20 10 10 10 3/4s A 105 RESTROOM LIGHTING 0.35 1 20 12 12 12 1/2' 23 B 106 ELEV. CAB. LTG. 0.24 1 20 12 12 12 1/2- 2"107 107, KITCHEN LIGHTING 0.58 1 20 12 12 12 1/2" ---- C 108 ELEV. CAB. LTG. 0.24 1 20 12 12 12 1/2- 2'109 109 KITCHEN LIGHTING 0.51 1 1 20 12 1 12 12 1/2* 0.86 A 110 SPACE B 40 SPACE B 28 SHUNT TRIP 38 SPACE 41 SPACE 111 LAUNDRY LIGHTING 0.45 1 20 12 12 12 1/2- 1 B 112 SPACE EQUIPMENT SERVED C 30 CONN. LOAD LF DF DESIGN LOAD KVA 113 EXTERIOR LIGHTING 0.41 1 20 12 12 12 1/2' C 114 SPACE A 32 SPACE CONN.LOAD LF DF 115 PRIVATE RM LIGHTING 1.20 1 20 12 12 12 1/2" TOTAL 53.64 A 116 SPACE B 34 SPACE 117 ELEC RM OFFICE LTG. 0.58 1 20 12 12 12 1/2* B 118 SPACE 36 SPACE 119 LOBBY LIGHTING 0.54 1 20 12 12 12 1/2- C 120 EF -1'S 0.80 1 20 12 12 12 1 2" 121 LOBBY LIGHTING 0.49 1 20 12 12 12 1/2' A 122 EF -1 0.40 1 20 12 12 12 1 2" 123 LOBBY UGHTING 0.75 1 20 12 12 12 1/2' C B 124 EF -2 0.60 1 20 12 12 12 1/2" EQUIPMENT SERVED 125 CEILING FANS 1.50 1 20 10 10 10 3/4' - PROVIDE GRND BUS &NEUTRAL - PROVIDE TYPE WRITTEN C 126 EF -2 0.60 1 20 1 12 1 12 12 1/2 - 2"REMARKS REMARKS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) 14/0 AWG CU, (1) 14 CU GRND IN 2-1/2- C. PANEL RIA RATING SERVICE 125 AMP M.L.O. 120/208V, 30, 4W 4W LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION TOP MOUNTING SURFACE A.I.C. TYPE 22MC SQ. D NQ OR EQUAL 22KAIC SQ. D NQ OR EQUAL CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. BRANCH CIRCUIT POLE TR 0 NEUT GND COND 1 UNIT 101 RECEPTACLES 0.72 1 20 12 12 12 1/2- A 2 MASSAGE THEIR. PTAC 1.54 2 20 12 -- 12 1/2" 3 UNIT 101 LIGHTING 0.48 1 20 12 12 12 1 2" B 4 ---- 1.54 -- -- 12 1' 3 5 UNIT 101 RECEPTACLES 0.54 1 1 20 12 12 1 12 1/2- C 6 MASSAGE THER. PTAC 1.54 1 2 20 12 -- 12 1/2* 7 UNIT 101 PTAC 1.54 2 20 12 -- 12 1/2m A 8 ---- 1.54 -- -- 12 1/2* 8 ---- 9 ---- 1.54 -- -- 12 -- 6 B 10 MASSAGE THER. WHIRLPOOL 2.25 2 30 10 -- 10 3 4" 11 UNIT 102 RECEPTACLES 0.72 1 20 12 12 12 A C 12 ---- 2.25 -- -- 10 12 12 13 UNIT 102 LIGHTING 0.48 1 20 12 1 12 12 _V2 1/2- A 14 MASSAGE THEIR. WHIRLPOOL 2.25 2 1 30 10 -- 10 3 4" 15 UNIT 102 RECEPTACLES 0.54 1 20 12 12 12 1/2- B 16 ---- 2.25 -- -- 10 1 20 17 UNIT 102 PTAC 1.54 2 20 12 -- 12 1/2- C 18 SPACE 17 AHU-12 * 2.25 2 30 19 ---- 1.54 -- -- 12 20 12 12 A 20 SPACE 1 A 14 RANGE 3 0.30 21 UNIT 120 RECEPTACLES 0.72 1 20 12 12 12 1/2- B 22 SPACE 0.96 1 20 12 12 12 23 UNIT 120 LIGHTING 0.48 1 20 12 1 12 12 Z2- C 24 SPACE 35 8 -- 8 1" 17 25 UNIT 120 RECEPTACLES 0.54 1 20 12 12 12 _j 1/2* A 26 SPACE 18 CHARBROILER 4 0.35 1 20 27 UNIT 120 PTAC 1.54 2 20 12 -- 12 1/2- B 28 SPACE 20 12 12 12 1/20 -- 6 29 ---- 1.54 -- -- 12 10 C 30 SPACE 28 ---- 3.54 21 KITCHEN RECEPTACLES 0.72 31 SPACE 20 12 12 12 1/2' 30 B A 32 SPACE 0.63 1 20 12 12 33 SPACE 1 2" 23 COFFEE BREWER 34 3.03 2 B 34 SPACE 8 A 1' C 24 35 SPACE 6 33 HVAC SERVICE RECEP. 0.18 1 C 36 SPACE 25 ---- 3.03 -- -- 37 SPACE A 26 FRYERS 6 A 38 SPACE 20 12 12 12 1/2' 39 SPACE 27 P.T. REFRIG. 29 0.86 1 20 12 12 B 40 SPACE B 28 SHUNT TRIP 38 SPACE 41 SPACE 39 SPACE C 42 SPACE 1.44 1 20 12 12 12 EQUIPMENT SERVED C 30 CONN. LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS -PROVIDE GRND BUS &NEUTRAL - PROVIDE TYPE WRITTEN BUS DIRECTORY 83 AMPS LIGHTING 1.44 1.25 1.80 RECEPTACLES AND EQUIPMENT 12.78 1.00 12'78 PTAC'S 15.40 1.00 15.40 SPACE 42 SPACE TOTAL 29.98 PANEL K RATING SERVICE 225 AMP 120/208V, M.L.O. 3e, 4W LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION TOP MOUNTING SURFACE A.I.C. TYPE A.I.C. TYPE 22KAIC SQ. D NQ OR EQUAL 22KAIC SQ. D NQ OR EQUAL KVA CKT. POLE CKT. NO. EQUIPMENT SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. NO. EQUIPMENT SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 WALK-IN LTS DR HTR 0.75 1 20 12 12 12 1/2- -- 6 A 2 DISHWASHER 27 4.30 3 60 6 -- 6 4 ---- 1' 3 WALK-IN LTS DR HTR 0.75 1 20 12 12 12 1/2- 30 B 4 ---- 4.30 -- -- 6 45 1 8 -- 8 1" 5 1 W.I. COOLER EVAP. 1.05 1 20 12 12 12 1 1/2* 8 ---- C 6 ---- 4.30 -- -- 6 2.25 2 30 10 -- 7 W.I. FREEZER EVAP. 1.35 1 20 12 12 12 1/2- -- 6 A 8 HOOD LIGHTING 7 0.60 1 20 12 12 12 1 2" 9 KITCHEN RECEPTACLES 0.72 1 20 12 12 12 1/2- 30 B 10 CONY. OVEN 2 0.42 1 20 12 12 12 1 2- 11 FOOD SUCER 12 0.36 1 20 12 12 12 1/2- 16 ---- C 12 SHUNT TRIP 6 17 AHU-12 * 2.25 2 30 10 -- 13 WATER FILTER 25 0.48 1 1 20 12 12 12 1/2" 1 A 14 RANGE 3 0.30 1 1 20 1 12 12 12 1 2" 15 BEV. DISP. 35 0.96 1 20 12 12 12 1/2- 30 B 16 SHUNT TRIP B 22 ACCU-13 * 2.29 2 35 8 -- 8 1" 17 TEA BREWER 32 1.50 1 20 12 12 12 1/2- 24 ---- C 18 CHARBROILER 4 0.35 1 20 12 12 12 1 2" 19 TEA DISPENSER 33 1.50 1 20 12 12 12 1/20 -- 6 A 20 SHUNT TRIP -- -- 10 B 28 ---- 3.54 21 KITCHEN RECEPTACLES 0.72 1 20 12 12 12 1/2' 30 B 22 GRIDDLE 5 0.63 1 20 12 12 12 1 2" 23 COFFEE BREWER 34 3.03 2 40 8 -- 8 A 1' C 24 SHUNT TRIP 6 33 HVAC SERVICE RECEP. 0.18 1 1 20 10 10 25 ---- 3.03 -- -- 8 A 26 FRYERS 6 0.50 1 20 12 12 12 1/2' 27 P.T. REFRIG. 29 0.86 1 20 12 12 12 1/2- B 28 SHUNT TRIP 38 SPACE 39 SPACE 29 ICE CUBE MACH. 24 1.44 1 20 12 12 12 1/2- C 30 MIXER 9 1.20 1 20 12 12 12 1 2' 31 SPACE 42 SPACE A 32 SPACE CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & - PROVIDE TYPE WRITTEN NEUTRAL BUS DIRECTORY 149 AMPS 33 SPACE TOTAL 53.64 B 34 SPACE 35 SPACE C 36 SPACE 37 SPACE A 38 SPACE 39 SPACE B 40 CHEF'S CTR LOADCENTER 8.32 2 125 1 1 6 2" 41 ISPACE C 42 ---- 8.32 -- -- 1 EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD KVA REMARKS 84 CIRCUITS - PROVIDE GRND BUS &NEUTRAL - PROVIDE TYPE WRITTEN BUS DIRECTORY 110 AMPS KITCHEN COOKING EQUIPMENT * 35.40 0.65 23.01 CHEF'S COUNTER LOADCENTER 16.64 1.00 16.64 TOTAL 39.65 * = INDICATES KITCHEN COOKING EQUIPMENT PER NEC 220.56 PANEL H P 1 M RATING SERVICE 225 AMP 120/208V, M.L.O. 3e, 4W HPI LUG LOCATION TOP MOUNTING SURFACE SECTION 3 A.I.C. TYPE R1A 22KAIC SQ. D NQ OR EQUAL MM�Q"'� �O-DO CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 AHU-8 * 2.25 2 30 10 -- 10 3/4- A 2 ACCO -8 * 3.54 2 60 6 -- 6 1" 3 ---- 2.25 -- -- 10 B 4 ---- 3.54 -- -- 6 5 AHU-9 * 2.08 2 30 10 -- 10 3/4* C 6 ACCU-9 * 3.02 2 45 1 8 -- 8 1" 7 ---- 2.08 1 -- -- 1 10 1 A 8 ---- 3.02 -- -- 8 9 AHU-10 * 2.25 2 30 10 -- 10 3/40 B 10 ACCU-10 * 3.54 2 60 6 -- 6 1" 11 ---- 2.25 -- -- 10 C 12 ---- 3.54 -- -- 6 13 AHU-11 * 2.25 2 30 10 -- 10 3/4- A 14 ACCU-11 * 3.54 2 60 6 -- 6 1" 15 ---- 2.25 -- -- 10 B 16 ---- 3.54 -- -- 6 17 AHU-12 * 2.25 2 30 10 -- 10 3/4- C 18 ACCU-12 * 3.54 2 60 1 6 -- 6 1" 19 ---- 2.25 -- -- 10 A 20 ---- 3.54 -- -- 6 21 AHU-13 * 1.83 2 30 10 -- 10 3/4- B 22 ACCU-13 * 2.29 2 35 8 -- 8 1" 23 ---- 1.83 -- -- 10 C 24 ---- 2.29 -- -- 8 25 AHU-14 * 2.25 1 2 30 1 10 --1 10 3/4- A 26 ACCO -14 * 3.54 2 60 6 -- 6 1" 27 ---- 2.25 -- -- 10 B 28 ---- 3.54 -- -- 6 29 AHU-15 * 2.25 2 30 10 -- 10 3/40 C 30 ACCU-15 * 3.54 2 60 6 -- 6 1' 31 ---- 2.25 -- -- 10 A 32 ---- 3.54 -- -- 6 33 HVAC SERVICE RECEP. 0.18 1 1 20 10 10 10 3/4* B 34 SPACE 35 HVAC SERVICE RECEPS. 0.36 1 20 10 10 10 314' C 36 SPACE 37 SPACE A 38 SPACE 39 SPACE B 40 SPACE 41 SPACE C 42 SPACE EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & - PROVIDE TYPE WRITTEN NEUTRAL BUS DIRECTORY 149 AMPS HVAC EQUIPMENT 53.10 1.00 53.10 RECEPTACLES 0.54 1.00 0.54 TOTAL 53.64 * = AHU AND ACCU LOADS ARE NON -COINCIDENTAL PANEL DIRECTORY HPI HPI SECTION 1 SECTION 2 HPI SECTION 3 K R1A HP1M SEAL DATE: 07/03/17 ,`���+111tt)tljl! .� NO. S609S : � w as t 31 ATE 01: Nawwaf Ahmad, PE ' FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copydghl 2017 Elite Universal, LLC. All Po hIs Reserved. CONSULTANT V z X ILLI Q Z2 li iNNo W < 2�tl� d 1� W U W -N Y ��NO�DC w"o Z K `�%+Nc o z tw. w YCN•! 1.H 8 V � Z zY 6 Ud W :_i U ~ N wm cQj Z oto w��6 3U a `ID z i:z� ~ 7W- F03N 2uwa LQJ PROJECT A W u.i ti MM�Q"'� �O-DO w LL � W �Q 0LL H M0IoLLU ��Q F� cn a 1i J W zC/) W J Q � U C) W Orf Z U C/) w Lu NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E402 Elite Universal Job No. 08009 PANEL SECTION 1 R2A RATING SERVICE (SERI DPW/ M.L.O. C.B.) 120 208V, 30, 4W M.L.O. C.B.) 30, 4W LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION MOUNTING A.I.C. TYPE SECTION 2 22MC SQ. D NQ OR EQUAL 22KAIC SQ. D NQ OR EQUAL PANEL SECTION 2 ��A RATING SERVICE (SEW/DPW/ M.L.O. C.B.) 120/208V, 30, 4W R�� LUG LOCATION MOUNTING TOP SURFACE 300A C.B.) 30, 4W A.I.C. TYPE LUG LOCATION TOP MOUNTING SURFACE 22KAIC SQ. D NQ OR EQUAL EQUAL 22MC SQ. D NQ OR CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND NO EQUIPMENT SERVED BRANCH CIRCUIT 0 NEUT GND KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. NO. EQUIPMENT SERVED COND KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 UNIT 201 RECEPTACLES 0.72 1 20 12 12 12 1/2- A 2 UNIT 205 RECEPTACLES 0.72 1 20 12 12 12 1/2' 12 43 UNIT 209 RECEPTACLES 0.72 1 20 12 12 12 1/2- 12 A 44 UNIT 213 RECEPTACLES 0.72 1 20 12 12 12 1 2" 3 UNIT 201 LIGHTING 0.48 1 20 12 12 12 1/2* B 4 UNIT 205 LIGHTING 0.48 1 20 12 12 12 1/2- 12 45 UNIT 209 LIGHTING 0.48 1 20 12 12 12 1/20 12 B 46 UNIT 213 LIGHTING 0.48 1 20 12 12 12 1 2" 5 UNIT 201 RECEPTACLES 0.54 1 20 12 12 12 1 2" C 6 UNIT 205 RECEPTACLES 0.54 1 20 12 12 12 1 2' 47 UNIT 209 RECEPTACLES 0.54 1 20 12 12 12 1 2' C 48 UNIT 213 RECEPTACLES 0.54 1 20 12 12 12 1 2' 7 UNIT 201 PTAC 1.54 2 20 12 -- 12 1/2* A 8 UNIT 205 PTAC 1.54 2 20 12 -- 12 1/2- 1 -- 49 UNIT 209 PTAC 1.54 2 20 12 1 -- 12 1/2- -- A 50 UNIT 213 PTAC 1.54 2 20 12 -- 12 1/20 -- 9 ---- 1.54 -- -- 12 -- -- B 10 ---- 1.54 -- -- 12 1.54 -- -- 12 51 ---- 51 1.54 -- -- 12 1.54 -- -- 12 B 52 ---- 52 1.54 -- -- 12 -- -- 12 11 UNIT 202 RECEPTACLES 0.72 1 20 12 12 12 1/2* C 12 UNIT 206 RECEPTACLES 0.72 1 20 12 12 12 1/2- 12 53 UNIT 210 RECEPTACLES 0.72 1 20 12 12 12 1/20 12 C 54 UNIT 214 RECEPTACLES 0.72 1 20 12 12 12 1/2* 12 13 UNIT 202 LIGHTING 0.48 1 20 12 12 12 1/2* A 14 UNIT 206 LIGHTING 0.48 1 20 12 12 12 1/2- 12 55 UNIT 210 LIGHTING 0.48 1 20 12 12 12 1/2- 12 A 56 UNIT 214 LIGHTING 0.48 1 20 12 12 12 1 2' 15 UNIT 202 RECEPTACLES 0.54 1 20 12 12 12 1/20 B 16 UNIT 206 RECEPTACLES 0.54 1 20 12 12 12 1/2' 12 1 57 UNIT 210 RECEPTACLES 0.54 1 1 20 1 12 12 12 1/2' 12 B 58 UNIT 214 RECEPTACLES 0.54 1 20 12 12 12 1/2* 12 17 UNIT 202 PTAC 1.54 2 20 12 -- 12 1/2- C 18 UNIT 206 PTAC 1.54 2 20 12 -- 12 1/2' -- 59 UNIT 210 PTAC 1.54 2 20 12 -- 12 1 2' C 60 UNIT 214 PTAC 1.54 2 20 12 -- 12 1/2' 1 -- 19 ---- 1.54 -- -- 12 -- -- A 20 ---- 1.54 -- -- 12 1.54 -- -- 12 61 ---- 61 1.54 -- -- 12 1.54 -- -- 12 A 62 ---- 62 1.54 -- -- 12 -- -- 12 21 UNIT 203 RECEPTACLES 0.72 1 20 12 12 12 1/2- B 22 UNIT 207 RECEPTACLES 0.72 1 20 12 12 12 1/20 12 63 UNIT 211 RECEPTACLES 0.72 1 20 12 12 12 1 2' B 64 UNIT 215 RECEPTACLES 0.72 1 20 12 12 12 1/2m 12 23 UNIT 203 LIGHTING 0.48 1 20 12 12 12 1/2" C 24 UNIT 207 LIGHTING 0.48 1 20 12 12 12 1/2- 12 65 UNIT 211 LIGHTING 0.48 1 20 12 12 12 1 2' C 66 UNIT 215 LIGHTING 0.48 1 20 12 12 12 1/2' 12 25 UNIT 203 RECEPTACLES 0.54 1 20 12 12 12 1/2" A 26 UNIT 207 RECEPTACLES 0.54 1 20 12 12 12 1/2- 12 67 UNIT 211 RECEPTACLES 0.54 1 20 1 12 12 12 1/2' 12 A 68 UNIT 215 RECEPTACLES 0.54 1 1 20 12 12 12 1/2- 2"27 27 UNIT 203 PTAC 1.54 2 20 12 -- 12 1/2* B 28 UNIT 207 PTAC 1.54 2 20 12 -- 12 1/2- -- 69 UNIT 211 PTAC 1.54 2 20 12 -- 12 1/20 -- B 70 UNIT 215 PTAC 1.54 2 20 12 -- 12 1/2' -- 29 ---- 1.54 -- -- 12 -- -- C 30 ---- 1.54 -- -- 12 1.54 -- -- 12 71 ---- 71 1.54 -- -- 12 1.54 -- -- 12 C 72 ---- 72 1.54 -- -- 12 -- -- 12 31 UNIT 204 RECEPTACLES 0.72 1 20 12 12 12 1/20 A 32 UNIT 208 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1/2" 73 UNIT 212 RECEPTACLES 0.72 1 20 12 12 12 1/2* 12 A 74 UNIT 216 RECEPTACLES 0.72 1 20 12 12 12 1 2' 33 UNIT 204 LIGHTING 0.48 1 20 12 12 12 1/2- B 34 UNIT 208 LIGHTING 0.48 1 20 12 12 12 1/2- 1/2* 75 UNIT 212 LIGHTING 0.48 1 20 12 12 12 1/2* 20 B 76 UNIT 216 LIGHTING 0.48 1 20 12 12 12 1 2' 35 UNIT 204 RECEPTACLES 0.54 1 1 20 12 12 12 1/2' C 36 UNIT 208 RECEPTACLES 0.54 1 20 12 12 12 1/2* 1/2- 77 UNIT 212 RECEPTACLES 0.54 1 20 12 12 12 1/2* 1 1 C 78 UNIT 216 RECEPTACLES 0.54 1 20 12 12 12 1 2" 37 UNIT 204 PTAC 1.54 2 20 12 -- 12 1/2* A 38 UNIT 208 PTAC 1.54 2 20 12 -- 12 1/2- 1/2- 79 UNIT 212 PTAC 1.54 2 20 12 -- 12 1/2' 1.54 A 80 UNIT 216 PTAC 1.54 2 20 12 -- 12 1 2" 39 ---- 1.54 -- -- 12 12B B 40 ---- 1.54 -- -- 12 -- B 40 SPACE 81 ---- 81 1.54 -- -- 12 -- 81 ---- B 82 ---- 12 1.54 -- -- 12 B 82 SPACE 41 SPACE 41 SPACE C 42 SPACE 42 SPACE C 42 SPACE 83 SPACE 83 SPACE 83 SPACE C 84 SPACE 84 SPACE C 84 SPACE EQUIPMENT SERVED EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 84 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS 222 AMPS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 84 CIRCUITS -PROVIDE GRND BUS &NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS 222 AMPS REMARKS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) J4/0 AWG CU, (1) 14 CU GRND IN 2-1/2" C. REMARKS LIGHTING 7.68 1.25 9.60 RECEPTACLES AND EQUIPMENT 10.00 1.00 10.00 RECEPTACLES AND EQUIPMENT 10.16 0.50 5.08 PTAC'S 1 49.28 1.00 49.28 -PROVIDE GRND BUS &NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) #4/0 AWG CU, (1) #4 CU GRND IN 2-1/2" C. TOTAL 73.96 PANEL SECTION 1 R�� RATING SERVICE (SERV DPW/ 120/208V, / M.L.O. C.B.) 30, 4W 11213 LUG LOCATION MOUNTING TOP SURFACE SECTION 2 A.I.C. TYPE R3A 22KAIC SQ. D NQ OR EQUAL U �5_j� PANEL SECTION 2 PANEL SECTION 2 R�� RATING SERVICE (SEORV DPW% 120/208V, 300A C.B.) 30, 4W v LUG LOCATION TOP MOUNTING SURFACE J A.I.C. TYPE EQUAL 22MC SQ. D NQ OR EQUAL CKT. EQUIPMENT NO. SERVED KVA CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED CKT. BKR. POLE TR KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND NO EQUIPMENT SERVED CKT. POLE KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT`j GND COND 0 CKT. NO. EQUIPMENT SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 UNIT 231 RECEPTACLES 0.72 1 20 12 12 12 1/2* A 2 UNIT 235 RECEPTACLES 0.72 1 20 12 12 12 1/2- UNIT 309 43 UNIT 238 RECEPTACLES 0.72 1 20 12 12 121 A 2" A 44 UNIT 242 RECEPTACLES 0.72 1 20 12 12 12 1/2m 0.48 3 UNIT 231 LIGHTING 0.48 1 20 12 12 12 1/2- B 4 UNIT 235 LIGHTING 0.48 1 20 12 12 12 1/2* UNIT 309 45 UNIT 238 LIGHTING 0.48 1 20 12 12 12 1 2' B 46 UNIT 242 LIGHTING 0.48 1 20 12 12 12 1/2* 0.54 5 UNIT 231 RECEPTACLES 0.54 1 20 12 12 12 1/2- C 6 UNIT 235 RECEPTACLES 0.54 1 20 12 12 12 1/2- UNIT 309 47 UNIT 238 RECEPTACLES 0.54 1 20 12 12 12 1 2" C 1 48 UNIT 242 RECEPTACLES 0.54 1 20 12 12 12 1/2" 1.54 7 UNIT 231 PTAC 1.54 2 20 12 1 -- 12 1/2- A 8 UNIT 235 PTAC 1.54 2 20 12 1 -- 12 1/2- UNIT 309 49 UNIT 238 PTAC 1.54 2 1 20 12 -- 12 1/2* 50 A 50 UNIT 242 PTAC 1.54 2 20 12 -- 12 1/2* 1.54 9 ---- 1.54 -- -- 12 B 10 ---- B 10 ---- -- 1.54 -- -- 12 51 ---- 51 ---- -- 1.54 -- -- 12 B 52 B 52 ---- 1.54 -- -- 12 11 UNIT 302 RECEPTACLES 0.72 11 UNIT 232 RECEPTACLES 0.72 1 20 12 12 12 1/2 111111, C 12 UNIT 236 RECEPTACLES 0.72 1 20 12 12 12 1/2- UNIT 310 53 UNIT 239 RECEPTACLES 0.72 1 20 12 12 12 1/2- 54 C 54 UNIT 243 RECEPTACLES 0.72 1 20 12 12 12 1/2- 0.48 13 UNIT 232 LIGHTING 0.48 1 20 12 12 12 1/2' A 14 UNIT 236 LIGHTING 0.48 1 20 12 12 12 1/2- UNIT 310 55 UNIT 239 LIGHTING 0.48 1 20 12 12 12 1 2" A 56 UNIT 243 LIGHTING 0.48 1 20 12 12 12 1/2m 0.54 15 UNIT 232 RECEPTACLES 0.54 1 20 12 12 12 1/2* B 16 UNIT 236 RECEPTACLES 0.54 1 20 12 12 12 1/2- UNIT 310 57 UNIT 239 RECEPTACLES 0.54 1 1 20 12 12 12 1 2" B 58 UNIT 243 RECEPTACLES 0.54 1 20 12 12 12 1/20 1.54 17 UNIT 232 PTAC 1.54 2 20 12 1 -- 12 1/2' C 18 UNIT 236 PTAC 1.54 2 20 12 -- 12 1/2- UNIT 310 59 UNIT 239 PTAC 1.54 2 20 12 -- 12 1/2* 60 C 60 UNIT 243 PTAC 1.54 2 20 12 1 -- 12 1 1/2- 1.54 19 ---- 1.54 -- -- 12 A 20 ---- A 20 ---- -- 1.54 -- -- 12 1 61 ---- 1 61 ---- -- 1.54 -- -- 12 A 62 A 62 ---- 1.54 -- -- 12 21 UNIT 303 RECEPTACLES 0.72 21 UNIT 233 RECEPTACLES 0.72 1 20 12 12 12 1/2- B 22 UNIT 237 RECEPTACLES 0.72 1 1 20 12 12 12 1/2- UNIT 311 63 UNIT 240 RECEPTACLES 0.72 1 20 12 12 12 1/2" 64 B 64 UNIT 244 RECEPTACLES 0.72 1 20 12 12 12 1 2" 23 UNIT 233 LIGHTING 0.48 1 20 12 12 12 1/20 C 24 UNIT 237 LIGHTING 0.48 1 20 12 12 12 1/2* UNIT 311 65 UNIT 240 LIGHTING 0.48 1 20 12 12 12 1/2* 66 C 66 UNIT 244 LIGHTING 0.48 1 20 12 12 12 1/27 0.54 25 UNIT 233 RECEPTACLES 0.54 1 20 12 12 12 1/2* A 26 UNIT 237 RECEPTACLES 0.54 1 20 12 12 12 1/2- UNIT 311 67 UNIT 240 RECEPTACLES 0.54 1 20 12 12 12 1/2- 68 A 68 UNIT 244 RECEPTACLES 0.54 1 20 12 12 12 1 2' 27 UNIT 233 PTAC 1.54 2 20 12 -- 12 1/2* B 28 UNIT 237 PTAC 1.54 2 20 12 -- 12 1/2- UNIT 311 69 UNIT 240 PTAC 1.54 2 20 12 -- 12 1/2* 70 B 70 UNIT 244 PTAC 1.54 2 20 12 -- 12 1/2* 1.54 29 ---- 1.54 -- -- 12 C 30 ---- C 30 ---- -- 1.54 -- -- 12 71 ---- 71 ---- -- 1.54 -- -- 12 C 72 C 72 ---- 1.54 -- -- 12 31 UNIT 304 RECEPTACLES 0.72 31 1 UNIT 234 RECEPTACLES 0.72 1 20 12 12 12 1/2' A 32 SPACE 20 12 12 12 1/2" 73 UNIT 312 RECEPTACLES 73 UNIT 241 RECEPTACLES 0.72 1 20 12 12 1 12 1/2* UNIT 316 RECEPTACLES A 74 SPACE 12 12 12 1/2" 33 UNIT 304 LIGHTING 0.48 1 33 UNIT 234 LIGHTING 0.48 1 20 12 12 12 1/2' B 34 SPACE 12 12 12 1/2* 75 UNIT 312 LIGHTING 0.48 75 UNIT 241 LIGHTING 0.48 1 20 12 12 12 1/2' 0.48 B 76 SPACE 12 12 1/2- 2'35 35 UNIT 304 RECEPTACLES 0.54 1 20 35 UNIT 234 RECEPTACLES 0.54 1 20 12 12 12 1/2' C 36 SPACE 12 12 1/2- 77 UNIT 312 RECEPTACLES 0.54 1 77 UNIT 241 RECEPTACLES 0.54 1 1 20 12 12 12 1/2* 1 1 C 78 SPACE 12 1/20 37 UNIT 304 PTAC 1.54 2 20 12 1 -- 37 UNIT 234 PTAC 1.54 2 20 12 -- 12 1/2* A 38 SPACE 12 1/2- 79 UNIT 312 PTAC 1.54 2 20 79 UNIT 241 PTAC 1.54 2 20 12 -- 12 1/2' 20 A 80 SPACE 1 2- 39 ---- 1.54 -- -- 12B 39 ---- 1.54 -- -- 12 -- -- B 40 SPACE 81 ---- 1.54 -- -- 81 ---- 1.54 -- -- 12 ---- 1.54 -- -- B 82 SPACE 41 SPACE 41 1 SPACE C 42 SPACE C 42 SPACE 83 SPACE 83 SPACE C 84 SPACE C 84 SPACE EQUIPMENT SERVED CONN.LOAD LF EQUIPMENT SERVED DESIGN LOAD KVA REMARKS 84 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 84 CIRCUITS -PROVIDE GRND BUS &NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS 222 AMPS REMARKS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) #4/0 AWG CU, (1) #4 CU GRND IN 2-1/2' C. REMARKS -PROVIDE GRND BUS &NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) #4/0 AWG CU, (1) #4 CU GRND IN 2-1/2" C. RECEPTACLES AND EQUIPMENT 10.16 0.50 5.08 PTAC'S 49.28 1.00 49.28 LIGHTING 7.20 1.25 9.00 RECEPTACLES AND EQUIPMENT 10.00 1 1.00 10.00 RECEPTACLES AND EQUIPMENT 8. 90 0.50 4.45 PTAC'S 469 0 1.00 4.45 TOTAL 69.65 PANEL SECTION 1 R3A RATING SERVICE (SEORVEDPW/ 120/208V, M.L.O. C.B.) 30, 4W 11213 LUG LOCATION MOUNTING TOP SURFACE SECTION 2 A.I.C. TYPE R3A 22KAIC SQ. D NQ OR EQUAL r) U �5_j� PANEL SECTION 2 R3A RATING SERVICE (SERV DPW/ M.L.O. C.B.) 120/208V, 30, 4W LUG LOCATION TOP MOUNTING SURFACE v A.I.C. TYPE J 22MC SQ. D NQ OR EQUAL CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND NO EQUIPMENT SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. NO. EQUIPMENT SERVED KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 UNIT 301 RECEPTACLES 0.72 1 20 12 12 12 1/2* A 2 UNIT 305 RECEPTACLES 0.72 1 20 12 12 12 1/2- 43 UNIT 309 RECEPTACLES 0.72 1 20 12 12 12 1/2- A 44 UNIT 313 RECEPTACLES 0.72 1 20 12 12 12 1 2' 3 UNIT 301 LIGHTING 0.48 1 20 12 12 12 1/2' B 4 UNIT 305 LIGHTING 0.48 1 20 12 12 12 1/2- 45 UNIT 309 LIGHTING 0.48 1 20 12 12 12 1/2- B 46 UNIT 313 LIGHTING 0.48 1 20 12 12 12 1 2' 5 UNIT 301 RECEPTACLES 0.54 1 20 12 12 12 1/2-* C 6 UNIT 305 RECEPTACLES 0.54 1 20 12 12 12 1/2- 47 UNIT 309 RECEPTACLES 0.54 1 20 12 12 12 1 2" C 48 UNIT 313 RECEPTACLES 0.54 1 20 12 12 12 1 2' 7 UNIT 301 PTAC 1.54 2 20 12 -- 12 1/2' A 8 UNIT 305 PTAC 1.54 2 20 12 -- 12 1/2- 49 UNIT 309 PTAC 1.54 2 20 12 -- 12 1/2- A 50 UNIT 313 PTAC 1.54 2 20 12 -- 12 1 2' 9 ---- 1.54 -- -- 12 B 10 ---- 1.54 -- -- 12 51 ---- 1.54 -- -- 12 B 52 ---- 1.54 -- -- 12 11 UNIT 302 RECEPTACLES 0.72 1 20 12 12 12 1/2- C 12 UNIT 306 RECEPTACLES 0.72 1 20 12 12 12 1/2' 53 UNIT 310 RECEPTACLES 0.72 1 20 12 12 12 1/2- C 54 UNIT 314 RECEPTACLES 0.72 1 20 12 12 12 1/2- 2" 13 UNIT 302 LIGHTING 13 0.48 1 20 12 12 12 1/2' A 14 UNIT 306 LIGHTING 0.48 1 20 12 12 12 1/2- 55 UNIT 310 LIGHTING 0.48 1 20 12 12 12 1/2- A 56 UNIT 314 LIGHTING 0.48 1 20 12 12 12 1 2' 15 UNIT 302 RECEPTACLES 0.54 1 20 12 12 12 1/2- B 16 UNIT 306 RECEPTACLES 0.54 1 20 12 12 12 1/2- 57 UNIT 310 RECEPTACLES 0.54 1 20 12 12 12 1/2- B 58 UNIT 314 RECEPTACLES 0.54 1 20 12 12 12 1/2* 17 UNIT 302 PTAC 1.54 2 20 12 -- 12 1/2* C 18 UNIT 306 PTAC 1.54 2 20 12 -- 12 1 2' 59 UNIT 310 PTAC 1.54 2 20 12 -- 12 1 2" C 60 UNIT 314 PTAC 1.54 2 20 12 -- 12 1 2" 19 ---- 1.54 -- -- 12 A 20 ---- 1.54 -- -- 12 61 ---- 1.54 -- -- 12 A 62 ---- 1.54 -- -- 12 21 UNIT 303 RECEPTACLES 0.72 1 20 12 12 12 1/2" B 22 UNIT 307 RECEPTACLES 0.72 1 20 12 12 12 1 2" 63 UNIT 311 RECEPTACLES 0.72 1 20 12 12 12 1 2" B 64 UNIT 315 RECEPTACLES 0.72 1 20 12 12 12 1 2" 23 UNIT 303 LIGHTING 0.48 1 20 12 12 12 1 2" C 24 UNIT 307 LIGHTING 0.48 1 20 12 12 12 1 2' 65 UNIT 311 LIGHTING 0.48 1 20 12 12 12 1/2- C 66 UNIT 315 LIGHTING 0.48 1 20 12 12 12 1/20 25 UNIT 303 RECEPTACLES 0.54 1 20 12 12 12 1 2" A 26 UNIT 307 RECEPTACLES 0.54 1 20 12 12 12 1 2" 67 UNIT 311 RECEPTACLES 0.54 1 20 12 12 12 1 2" A 68 UNIT 315 RECEPTACLES 0.54 1 20 12 12 12 12' 27 UNIT 303 PTAC 1.54 2 20 12 1 -- 12 1/2* B 28 UNIT 307 PTAC 1.54 2 20 12 -- 12 1/2- 69 UNIT 311 PTAC 1.54 2 20 12 -- 12 1/2- B 70 UNIT 315 PTAC 1.54 2 1 20 12 -- 1 12 1 2' 29 ---- 1.54 -- -- 12 C 30 ---- 1.54 -- -- 12 71 ---- 1.54 -- -- 12 C 72 ---- 1.54 -- -- 12 31 UNIT 304 RECEPTACLES 0.72 1 1 20 12 12 12 1/2* A 32 UNIT 308 RECEPTACLES 0.72 1 20 12 12 12 1/2" 73 UNIT 312 RECEPTACLES 0.72 1 20 12 12 12 1/2* A 74 UNIT 316 RECEPTACLES 0.72 1 20 12 12 12 1/2" 33 UNIT 304 LIGHTING 0.48 1 20 12 12 12 1/2* B 34 UNIT 308 LIGHTING 0.48 1 20 12 12 12 1/2* 75 UNIT 312 LIGHTING 0.48 1 20 12 12 12 1 2" B 76 UNIT 316 LIGHTING 0.48 1 20 12 12 12 1/2- 2'35 35 UNIT 304 RECEPTACLES 0.54 1 20 12 12 12 1/2- C 36 UNIT 308 RECEPTACLES 0.54 1 20 12 12 12 1/2- 77 UNIT 312 RECEPTACLES 0.54 1 20 12 12 12 1/2- C 78 UNIT 316 RECEPTACLES 0.54 1 1 20 1 12 12 12 1/20 37 UNIT 304 PTAC 1.54 2 20 12 1 -- 12 1 1/2" A 38 UNIT 308 PTAC 1.54 1 2 20 12 -- 12 1/2- 79 UNIT 312 PTAC 1.54 2 20 12 -- 12 1/2- A 80 UNIT 316 PTAC 1.54 2 20 12 -- 1 12 1 2- 39 ---- 1.54 -- -- 12B 40 ---- 1.54 -- -- 12 81 ---- 1.54 -- -- 12 B 82 ---- 1.54 -- -- 12 41 SPACE C 42 SPACE 83 SPACE C 84 SPACE EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS 84 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE FEED THRU LUGS REMARKS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY - SERVED FROM FEED THRU LUGS VIA (4) #4/0 AWG CU, (1) #4 CU GRND IN 2-1/2' C. LIGHTING 7.68 1.25 9.60 RECEPTACLES AND EQUIPMENT 10.00 1 1.00 10.00 RECEPTACLES AND EQUIPMENT 10.16 0.50 5.08 PTAC'S 49.28 1.00 49.28 TOTAL 73.96 PANEL DIRECTORY R2A R2A SECTION 1 SECTION 2 11213 11213 SECTION 1 SECTION 2 R3A R3A SECTION 1 SECTION 2 SEAL DATE: 07/03/17 No S60 � aw emi w�,�'�+w i I •.r !� a. e4o P. RID OF 60L Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bile Universal, LLC. All Po his Reserved. CONSULTANT d s Z~ UZ X ZLLI W < L? 00 T W _ N�N a O d w i 0 �. Z LL WO Y MikN V Z Y d V _�� - W �- E�¢ N ZL..26 m Wow 30 O N U CO Z ~ c co Awa L_OJ PROJECT A w Q ti �QM� J Q ..)O�Z W r) U �5_j� ado U �Z0H M0oILL U M �n Z v H � a J 0i J uiz Q C) W J J Q r) U W U cU W J W SEAL NAWWAFAHMAD, PE I FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E403 Elite Universal Job No. 08009 PANEL 11313 11313 RATING (SERVED W/ 300A C.B.) 400 AMP M.L.O. (SERVED W/ 300A LUG LOCATION TOP LUG LOCATION A.I.C. 22MC 22MCCR4A SECTION 2 22MC U PANEL P PANEL LL RATING (SEo W/ 300A C.B.) (SERVED 400 AMP M.L.O. (SERVED W/ "A C.B.) LUG LOCATION TOP TOP A.I.C. A.I.C. 22KAIC 22MC LUG LOCATION TOP R3B R4A 22MC PANEL R4B R3B R4B SECTION 1 SECTION 1 SERVICE 120/208V, 3e, 4W 4W MOUNTING SURFACE SURFACE TYPE SQ. D NQ OR EQUAL NQ OR EQUAL NQ OR SECTION 2 SERVICE 120/208V, 3e, 4W 30, 4W 30, MOUNTING SURFACE MOUNTING TYPE MOUNTING SURFACE SQ. D NQ OR EQUAL NQ OR EQUAL CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT BKR. BRANCH CIRCUIT CKT. EQUIPMENT BRANCH CIRCUIT KVA CKT. BKR. BRANCH CIRCUIT CKT. BKR. BRANCH CIRCUIT CKT. BKR. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT BKR. BRANCH CIRCUIT BKR. CKT. EQUIPMENT CKT. KVA CKT. BKR. IBRANCH CIRCUIT CKT. BKR. BRANCH CIRCUIT NO. SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED 0 NO. SERVED POLE TR 0 NEUT GND COND GND NO SERVED SERVED NO POLE TR 0 NEUT GND COND COND NO. SERVED SERVED NO. POLE TR 0 NEUT GND ' 1 UNIT 318 RECEPTACLES 0.72 1 20 12 12 12 1/2m A 2 UNIT 333 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1/2- 43 UNIT 337 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1/20 A 44 UNIT 341 RECEPTACLES 0.72 1 20 12 12 12 NOND ' 3 UNIT 318 LIGHTING 0.48 1 20 12 12 12 1/2" B 4 UNIT 333 LIGHTING 0.48 1 20 12 12 12 1/2' 1/2' 45 UNIT 337 LIGHTING 0.48 1 20 12 12 12 1/2 A B 46 UNIT 341 LIGHTING 0.48 1 20 12 12 12 12 1/2w 5 UNIT 318 RECEPTACLES 0.54 1 20 12 12 12 1/2- C 6 UNIT 333 RECEPTACLES 0.54 1 20 12 12 12 1/2" 1/2- 47 UNIT 337 RECEPTACLES 0.54 1 20 12 12 12 1/2* 1/2w C 48 UNIT 341 RECEPTACLES 0.54 1 20 12 12 12 1 2" 7 UNIT 318 PTAC 1.54 2 20 12 -- 12 1/2- A 8 UNIT 333 PTAC 1.54 2 20 12 -- 12 1/2" 1/2' 49 UNIT 337 PTAC 1.54 2 20 12 -- 12 1/2' 1/2" A 50 UNIT 341 PTAC 1.54 2 20 12 -- 12 1/20 1 9 ---- 1.54 -- -- 12 12 9 ---- B 10 ---- 10 ---- 1.54 -- -- 12 12 10 ---- 1.54 51 ---- ---- 1.54 -- -- 12 12 ---- 1.54 B 52 ---- ---- 1.54 -- -- 12 12 ---- 1.54 -- 11 UNIT 330 RECEPTACLES 0.72 1 20 12 12 12 1/2- C 12 UNIT 334 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1/2- 53 UNIT 338 RECEPTACLES 0.72 1 20 12 12 12 1/2" 1/2- C 54 UNIT 342 RECEPTACLES 0.72 1 20 12 12 12 1 2' 13 UNIT 330 LIGHTING 0.48 1 20 12 12 12 1/2* A 14 UNIT 334 LIGHTING 0.48 1 20 12 12 12 1/2* 1/2" 55 UNIT 338 LIGHTING 0.48 1 20 12 12 12 1/2- 1/2" A 56 UNIT 342 LIGHTING 0.48 1 20 12 12 12 1 2' 15 UNIT 330 RECEPTACLES 0.54 1 20 12 12 12 1/2- B 16 UNIT 334 RECEPTACLES 0.54 1 20 12 12 12 1/2- 1/2' 57 UNIT 338 RECEPTACLES 0.54 1 20 12 12 12 1/2- 1/2"' B 58 UNIT 342 RECEPTACLES 0.54 1 20 12 12 12 1/2' 1 17 UNIT 330 PTAC 1.54 2 20 12 -- 12 1/2- C 18 UNIT 334 PTAC 1.54 2 20 12 -- 12 1/2- 1/2- 59 UNIT 338 PTAC 1.54 2 20 12 -- 12 1 2' C 60 UNIT 342 PTAC 1.54 2 20 12 -- 12 1/ 2" 19 ---- 1.54 -- -- 12 12 -- A 20 ---- 20 ---- 1.54 -- -- 12 12 12 61 ---- ---- 1.54 -- -- 12 12 A 62 ---- ---- 1.54 -- -- 12 12 A 21 UNIT 331 RECEPTACLES 0.72 1 20 12 12 12 l 2-_ B 22 UNIT 335 RECEPTACLES 0.72 1 20 12 12 12 1 2' 63 UNIT 339 RECEPTACLES 0.72 1 20 12 12 12 1 2" B 64 UNIT 343 RECEPTACLES 0.72 1 20 12 12 12 1 2' 23 UNIT 331 LIGHTING 0.48 1 20 12 12 12 1 2" C 24 UNIT 335 LIGHTING 0.48 1 20 12 12 12 1 2' 65 UNIT 339 LIGHTING 0.48 1 20 12 12 12 1 2' C 66 UNIT 343 LIGHTING 0.48 1 20 12 12 12 1 2' 25 UNIT 331 RECEPTACLES 0.54 1 20 12 12 12 1/2* A 26 UNIT 335 RECEPTACLES 0.54 1 20 12 12 12 1/2- 1/2' 67 UNIT 339 RECEPTACLES 0.54 1 20 12 12 12 1/2- 1/2- A 68 UNIT 343 RECEPTACLES 0.54 1 20 12 12 12 1 2' 27 UNIT 331 PTAC 1.54 2 20 12 -- 12 1/2- B 28 UNIT 335 PTAC 1.54 2 20 12 -- 12 1/2- 1/2- 69 UNIT 339 PTAC 1.54 2 20 12 -- 12 1/2- 1/2 B 70 UNIT 343 PTAC 1.54 2 20 12 -- 12 1 2' 29 ---- 1.54 -- -- 12 12 1.54 C 30 ---- 30 ---- 1.54 -- -- 12 12 1.54 -- 71 ---- ---- 1.54 -- -- 12 12 -- -- 12 C 72 ---- ---- 1.54 -- -- 12 12 -- 12 31 UNIT 332 RECEPTACLES 0.72 1 20 12 12 12 1/20 A 32 UNIT 336 RECEPTACLES 0.72 1 20 12 12 12 1/2"' 1/2- 73 UNIT 340 RECEPTACLES 0.72 1 20 12 12 12 1/2m 1/2- A 74 UNIT 344 RECEPTACLES 0.72 1 20 12 12 12 1 2" 33 UNIT 332 LIGHTING 0.48 1 20 12 12 12 1/2* B 34 UNIT 336 LIGHTING 0.48 1 20 12 12 12 1/2* 1/2* 75 UNIT 340 LIGHTING 0.48 1 20 12 12 12 1 2" B 76 UNIT 344 LIGHTING 0.48 1 20 12 12 12 1 2" 35 UNIT 332 RECEPTACLES 0.54 1 20 12 12 12 1/2" C 36 UNIT 336 RECEPTACLES 0.54 1 20 12 12 12 1/2- 1/2- 77 UNIT 340 RECEPTACLES 0.54 1 20 12 12 12 1/2 1/2- C 78 UNIT 344 RECEPTACLES 0.54 1 20 12 12 12 1 2" 37 UNIT 332 PTAC 1.54 2 20 12 -- 12 1/2" A 38 UNIT 336 PTAC 1.54 2 20 12 -- 12 1/2- 1/2 79 UNIT 340 PTAC 1.54 2 20 12 -- 12 1/2- 1/2- A 80 UNIT 344 PTAC 1.54 2 20 12 -- 12 1 2' 39 ---- 1.54 -- -- 12 12 B 40 ---- 40 ---- 1.54 -- -- 12 12 81 ---- ---- 1.54 -- -- 12 12 B 40 ---- B 82 ---- ---- 1.54 -- -- 12 12 ---- 1.54 41 SPACE 41 SPACE 12 C 42 SPACE 42 SPACE 83 SPACE 1 SPACE C 42 SPACE C 84 SPACE 1 SPACE 83 SPACE F EQUIPMENT SERVED EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS - PROVIDE GRND BUS do NEUTRAL BUS NEUTRAL BUS EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS REMARKS - PROVIDE GRND BUS do NEUTRAL BUS BUS LIGHTING 7.68 1.25 9.60 RECEPTACLES AND EQUIPMENT 10.00 1.00 10.00 0.50 5.08 RECEPTACLES AND EQUIPMENT RECEPTACLES AND EQUIPMENT 10.16 10.16 - PROVIDE TYPE WRIT" DIRECTORY DIRECTORY LIGHTING 7.20 1.25 9.00 RECEPTACLES AND EQUIPMENT 10.00 1.00 10.00 8. 90 0.50 4.45 RECEPTACLES AND EQUIPMENT - PROVIDE TYPE WRITTEN DIRECTORY DIRECTORY 49.28 1.00 49.28 PTAC'S PTHC S 49.28 - PROVIDE FEED THRU LUGS - PROVIDE FEED THRU LUGS DIRECTORY 469 0 1.00 4.45 PTAC'S - SERVED FROM FEED THRU LUGS VIA - SERVED FROM FEED THRU LUGS VIA - SERVED FROM FEED THRU LUGS VIA (4) J4/0 AWG CU, (1) 14 CU GRND IN (4) 14/0 2-1/2" AWG CU, C. (1) #4 CU GRND IN TOTAL 73.96 (4) 14/0 AWG CU, (1) #4 CU GRND IN 69.65 84 CIRCUITS 205 AMPS 2-1/2" C. 84 CIRCUITS C. 205 AMPS 84 CIRCUITS 193 AMPS PANEL 11313 11313 RATING 400 AMP M.L.O. (SERVED W 3" C.B.) 400 AMP M.L.O. (SERVED W/ 300A LUG LOCATION TOP LUG LOCATION A.I.C. R4B 22MCCR4A SECTION 2 22MC U �2_jU) P PANEL LL U RATING 400 AMP M.L.O. (SERVED W/ "A C.B.) I�111111111I0LL �/ LO Q LUG LOCATION TOP 400 AMP M.L.O.PANEL (SERVED W/ 300A A.I.C. 22MC LUG LOCATION TOP A.I.C. R4A 22MC PANEL R4B R4B SECTION 1 SERVICE 120/208V, 30, 4W 30, MOUNTING SURFACE MOUNTING TYPE SQ. D NQ OR EQUAL NQ OR EQUAL SECTION 2 SERVICE 120/208V, 30, 4W 30, 4W MOUNTING SURFACE MOUNTING SURFACE TYPE TYPE SQ. D NQ OR EQUAL EQUAL CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. BKR. BRANCH CIRCUIT EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT. KVA CKT. BKR. BRANCH CIRCUIT BRANCH CIRCUIT NO. SERVED NO. SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED 0 NO. SERVED POLE TR 0 NEUT GND COND NO SERVED NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED NO. SERVED POLE TR 0 NEUT GND COND 1 UNIT 401 RECEPTACLES 0.72 1 20 12 12 12 1/2' A 2 UNIT 405 RECEPTACLES 0.72 1 20 12 12 12 1/2- 12 43 UNIT 409 RECEPTACLES 0.72 1 20 12 12 12 1/20 12 A 44 UNIT 413 RECEPTACLES 0.72 1 20 12 12 12 1 2' 3 UNIT 401 LIGHTING 0.48 1 20 12 12 12 1/2a B 4 UNIT 405 LIGHTING 0.48 1 20 12 12 12 1/2' 12 45 UNIT 409 LIGHTING 0.48 1 20 12 12 12 1/2- 12 B 46 UNIT 413 LIGHTING 0.48 1 20 12 12 12 1/2w 12 5 UNIT 401 RECEPTACLES 0.54 1 20 12 12 12 1/2" C 6 UNIT 405 RECEPTACLES 0.54 1 20 12 12 12 1/2- 12 47 UNIT 409 RECEPTACLES 0.54 1 20 12 12 12 1/2w 12 C 48 UNIT 413 RECEPTACLES 0.54 1 20 12 12 12 1/2' 12 7 UNIT 401 PTAC 1.54 2 20 12 -- 12 1/2* A 8 UNIT 405 PTAC 1.54 2 20 12 -- 1 12 1/2' 20 49 UNIT 409 PTAC 1.54 2 20 12 -- 12 1/2" 20 A 50 UNIT 413 PTAC 1.54 2 1 20 12 -- 12 1 2" 9 ---- 1.54 -- -- 12 9 ---- B 10 ---- -- 1.54 -- -- 12 10 ---- 1.54 -- 51 ---- 1.54 -- -- 12 ---- 1.54 -- B 52 ---- 1.54 -- -- 12 ---- 1.54 -- -- 11 UNIT 402 RECEPTACLES 0.72 1 20 12 12 1 12 1/2- 1 C 12 UNIT 406 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1 53 UNIT 410 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1 C 54 UNIT 414 RECEPTACLES 0.72 1 20 12 12 12 1/2* 1 13 UNIT 402 LIGHTING 0.48 1 20 12 12 12 1/2" A 14 UNIT 406 LIGHTING 0.48 1 1 20 12 12 12 1/2" 0.48 55 UNIT 410 LIGHTING 0.48 1 20 12 12 12 1/2" 0.48 A 56 UNIT 414 LIGHTING 0.48 1 20 12 12 12 1 2" 15 UNIT 402 RECEPTACLES 0.54 1 20 12 12 12 1/2- B 16 UNIT 406 RECEPTACLES 0.54 1 20 12 12 12 1/2' 16 UNIT 435 RECEPTACLES 57 UNIT 410 RECEPTACLES 0.54 1 20 12 12 12 1/2"' RECEPTACLES B 58 UNIT 414 RECEPTACLES 0.54 1 20 12 12 12 1 2' 17 UNIT 402 PTAC 1.54 2 20 12 -- 12 1/2' C 18 UNIT 406 PTAC 1.54 2 20 12 -- 12 1/2- C 59 UNIT 410 PTAC 1.54 2 20 12 -- 12 1/2- UNIT 439 C 60 UNIT 414 PTAC 1.54 2 20 12 -- 12 1 2' 19 ---- 1.54 -- -- 12 -- 12 A 20 ---- 19 ---- 1.54 -- -- 12 12 A 61 ---- 1.54 1.54 -- -- 12 61 A 62 ---- -- 1.54 -- -- 12 A 62 21 UNIT 403 RECEPTACLES 0.72 1 20 12 12 12 1/2 B 22 UNIT 407 RECEPTACLES 0.72 1 20 12 12 12 1/20 1/2' 63 UNIT 411 RECEPTACLES 0.72 1 20 12 12 12 1/2- 63 B 64 UNIT 415 RECEPTACLES 0.72 1 20 12 12 12 1 2" 23 UNIT 403 LIGHTING 0.48 1 20 12 12 12 1/2" C 24 UNIT 407 LIGHTING 0.48 1 20 12 12 12 1 1/2' 12 65 1 UNIT 411 LIGHTING 0.48 1 20 12 12 12 1/2" C 66 UNIT 415 LIGHTING 0.48 1 20 12 12 12 1/20 25 UNIT 403 RECEPTACLES 0.54 1 20 12 12 12 1/2- A 26 UNIT 407 RECEPTACLES 0.54 1 20 12 12 12 1/2' 12 12 67 UNIT 411 RECEPTACLES 0.54 1 20 12 12 12 1/2- 1/2" A 68 UNIT 415 RECEPTACLES 0.54 1 20 12 12 12 1 2' 27 UNIT 403 PTAC 1.54 2 20 12 -- 12 1/2 0 B 28 UNIT 407 PTAC 1.54 2 20 12 -- 12 1/2- 20 69 UNIT 411 PTAC 1.54 2 20 12 -- 12 1/2 12 B 70 UNIT 415 PTAC 1.54 2 1 20 12 -- 12 1 2' 29 ---- 1.54 -- -- 12 1.54 2 1 C 30 ---- -- 1.54 -- -- 12 1.54 -- -- 71 ---- 1.54 -- -- 12 -- -- 12 1 C 72 ---- 71 1.54 -- -- 12 -- 12 31 UNIT 404 RECEPTACLES 0.72 1 20 12 12 12 1/2" A 32 UNIT 408 RECEPTACLES 0.72 1 20 12 12 12 1/2- 1 73 UNIT 412 RECEPTACLES 0.72 1 20 12 12 12 1/2- 12 A 74 UNIT 416 RECEPTACLES 0.72 1 20 12 12 12 1 2' 33 UNIT 404 LIGHTING 0.48 1 20 12 12 12 1/2"' B 34 UNIT 408 LIGHTING 0.48 1 20 12 12 12 1/2* 0.48 1 75 UNIT 412 LIGHTING 0.48 1 20 12 12 12 1/2- 12 B 76 UNIT 416 LIGHTING 0.48 1 20 12 12 12 1/2: ' 35 UNIT 404 RECEPTACLES 0.54 1 20 12 12 12 1/2* C 36 UNIT 408 RECEPTACLES 0.54 1 20 12 12 12 1/2- RECEPTACLES 77 UNIT 412 RECEPTACLES 0.54 1 20 12 12 12 1/2- 20 C 78 UNIT 416 RECEPTACLES 0.54 1 20 12 12 12 1/2 20 37 UNIT 404 PTAC 1.54 2 20 12 1 -- 12 1/2- A 38 UNIT 408 PTAC 1.54 2 20 12 -- 12 1/2 0 79 UNIT 412 PTAC 1.54 1 2 20 12 -- 12 1/2- 2 A 80 UNIT 416 PTAC 1.54 2 20 12 -- 12 1/20 2 39 ---- 1.54 -- -- 12 A B 40 ---- 1.54 -- -- 12 39 ---- 81 ---- -- 1.54 -- -- 12 B 40 ---- 1.54 B 82 ---- 1.54 -- -- 12 ---- 1.54 -- 41 SPACE 12 B C 42 SPACE 41 SPACE 83 1 SPACE C 42 SPACE C 84 1 SPACE 83 SPACE F EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS -PROVIDE GRND BUS do NEUTRAL BUS EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS -PROVIDE GRND BUS do REMARKS -PROVIDE GRND BUS &NEUTRAL BUS LIGHTING 7.68 1.25 9.60 RECEPTACLES AND EQUIPMENT 10.00 1 1.00 10.00 0.50 5.08 RECEPTACLES AND EQUIPMENT 10.16 REMARKS - PROVIDE TYPE WRITTEN DIRECTORY LIGHTING 7.20 1.25 9.00 RECEPTACLES AND EQUIPMENT 10.00 1.00 10.00 8. 90 0.50 4.45 RECEPTACLES AND EQUIPMENT - PROVIDE TYPE WRITTEN - PROVIDE TYPE WRITTEN DIRECTORY 1.00 49.28 PTHC S 49.28 - PROVIDE FEED THRU LUGS DIRECTORY 469 0 1.00 4.45 PTAC'S - PROVIDE FEED THRU LUGS - SERVED FROM FEED THRU LUGS VIA - SERVED FROM FEED THRU LUGS VIA (4) 14/0 2-1/2" AWG CU, C. (1) #4 CU GRND IN TOTAL 73.96 (4) 14/0 AWG CU, (1) #4 CU GRND IN 69.65 84 CIRCUITS 205 AMPS PANEL DIRECTORY 11313 11313 SECTION 1 RATING 400 AMP M.L.O. (SERVED W/ 300A C.B.) SECTION 1 LUG LOCATION TOP R4B A.I.C. SECTION 2 22MC U �2_jU) w LL U ►�►� I�111111111I0LL �/ LO Q 1= RATING 400 AMP M.L.O.PANEL (SERVED W/ 300A C.B.) LUG LOCATION TOP A.I.C. 22MC PANEL R4B R4B SECTION 1 SERVICE 120/208V, 30, 4W MOUNTING SURFACE TYPE SQ. D NQ OR EQUAL SECTION 2 SERVICE 120/208V, 30, 4W MOUNTING SURFACE TYPE SQ. D NQ OR EQUAL CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT KVA CKT. BKR. BRANCH CIRCUIT NO. SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND COND NO SERVED POLE TR 0 1 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND COND 1 UNIT 418 RECEPTACLES 0.72 1 20 12 12 12 1/2- A 2 UNIT 434 RECEPTACLES 0.72 1 20 12 12 12 1/2* 43 UNIT 438 RECEPTACLES 0.72 1 20 12 12 12 1/2- A 44 UNIT 442 RECEPTACLES 0.72 1 20 12 12 12 1 2" 3 UNIT 418 LIGHTING 0.48 1 20 12 12 12 1/2' B 4 UNIT 434 LIGHTING 0.48 1 20 12 12 12 1/2- 45 UNIT 438 LIGHTING 0.48 1 20 12 12 12 1/2' 1 B 46 UNIT 442 LIGHTING 0.48 1 20 12 12 12 1/2m 5 UNIT 418 RECEPTACLES 0.54 1 20 1 12 12 12 1/2" C 6 UNIT 434 RECEPTACLES 0.54 1 20 12 1 12 12 1/2" 47 1 UNIT 438 RECEPTACLES 0.54 1 20 12 12 12 1/2- C 48 UNIT 442 RECEPTACLES 0.54 1 20 12 12 12 1 2' 7 UNIT 418 PTAC 1.54 2 20 1 12 -- 12 1/2- A 8 UNIT 434 PTAC 1.54 2 20 12 -- 12 1/2- 49 1 UNIT 438 PTAC 1.54 2 20 12 -- 12 1/2- A 50 UNIT 442 PTAC 1.54 2 20 12 -- 12 1/2- 2'9 9 ---- 1.54 -- -- 12 B 10 ---- 1.54 -- -- 12 51 ---- 1.54 -- -- 12 B 52 ---- 1.54 -- -- 12 11 UNIT 431 RECEPTACLES 0.72 1 20 12 12 12 1/2*- C 12 UNIT 435 RECEPTACLES 0.72 1 20 12 12 12 1/2- 53 UNIT 439 RECEPTACLES 0.72 1 20 12 12 12 1/2- C 54 UNIT 443 RECEPTACLES 0.72 1 20 12 12 12 1 2' 13 UNIT 431 LIGHTING 0.48 1 20 12 12 12 1/2* A 14 UNIT 435 LIGHTING 0.48 1 1 20 12 12 1 12 1/2m 55 UNIT 439 LIGHTING 0.48 1 20 12 1 12 12 1/2* A 56 UNIT 443 LIGHTING 0.48 1 20 12 12 12 1/20 15 UNIT 431 RECEPTACLES 0.54 1 20 12 12 12 1/2' B 16 UNIT 435 RECEPTACLES 0.54 1 20 1 12 12 12 1/2' 57 UNIT 439 RECEPTACLES 0.54 1 20 12 12 12 1/2m B 58 UNIT 443 RECEPTACLES 0.54 1 1 20 1 12 12 1 12 1/2 17 UNIT 431 PTAC 1.54 2 20 12 -- 12 1/2 0 C 18 UNIT 435 PrTAC 1.54 2 20 12 -- 12 1/2- 59 UNIT 439 PTHC 1.54 2 20 12 -- 12 1/2 C 60 UNIT 443 PTAC 1.54 2 20 12 -- 12 1/2' 19 ---- 1.54 -- -- 12 A 20 ---- 1.54 -- -- 12 61 ---- 1.54 -- -- 12 A 62 ---- 1.54 -- -- 12 21 UNIT 432 RECEPTACLES 0.72 1 20 12 12 12 1/2' B 22 UNIT 436 RECEPTACLES 0.72 1 20 12 12 12 1/2- 63 UNIT 440 RECEPTACLES 0.72 1 20 12 12 12 1/2* B 64 UNIT 444 RECEPTACLES 0.72 1 20 12 12 12 1/2 23 UNIT 432 LIGHTING 0.48 1 20 12 12 12 1/2- C 24 UNIT 436 LIGHTING 0.48 1 20 12 12 12 1/2' 65 UNIT 440 LIGHTING 0.48 1 20 12 12 12 1/2' C 66 UNIT 444 LIGHTING 0.48 1 20 12 12 12 1/2" 25 UNIT 432 RECEPTACLES 0.54 1 20 12 12 12 1/2" A 26 UNIT 436 RECEPTACLES 0.54 1 20 1 12 12 12 1/2" 67 UNIT 440 RECEPTACLES 0.54 1 20 12 12 12 1/2* A 68 UNIT 444 RECEPTACLES 0.54 1 1 20 12 12 12 1/2' 27 UNIT 432 PTAC 1.54 2 20 12 -- 12 1/2- B 28 UNIT 436 PTAC 1.54 2 20 12 -- 12 1/2- 69 UNIT 440 PTAC 1.54 2 20 12 -- 12 1/2- B 70 UNIT 444 PTAC 1.54 2 1 20 12 -- 12 1/2* 29 ---- 1.54 -- -- 12 C 30 ---- 1.54 -- -- 12 1 71 ---- 1.54 -- -- 12 C 72 ---- 1.54 -- -- 12 31 UNIT 433 RECEPTACLES 0.72 1 20 12 12 12 1/2' A 32 UNIT 437 RECEPTACLES 0.72 1 1 20 12 12 1 12 1/2" 73 UNIT 441 RECEPTACLES 0.72 1 20 12 1 12 12 1/2* A 74 SPACE 33 UNIT 433 LIGHTING 0.48 1 20 12 12 12 1/2" B 34 UNIT 437 LIGHTING 0.48 1 20 12 12 12 1/2- 75 UNIT 441 LIGHTING 0.48 1 20 12 12 12 1/2' 1 B 76 SPACE 35 UNIT 433 RECEPTACLES 0.54 1 1 20 12 1 12 12 1/2- C 36 UNIT 437 RECEPTACLES 0.54 1 20 12 12 12 1/2- 77 UNIT 441 RECEPTACLES 0.54 1 20 12 12 12 1/2m C 78 SPACE 37 UNIT 433 PTAC 1.54 2 20 12 -- 12 1/2" A 38 UNIT 437 PTAC 1.54 2 20 12 -- 12 1/2- 79 UNIT 441 PTAC 1.54 2 20 12 -- 12 1/2- A 80 SPACE 39 ---- 1.54 -- -- 12 B 40 ---- 1.54 -- -- 12 81 ---- 1.54 -- -- 12 B 82 SPACE 41 SPACE C 42 SPACE 83 SPACE F C 84 SPACE EQUIPMENT SERVED CONN.LOAD LF DF DESIGN LOAD KVA REMARKS -PROVIDE GRND BUS do NEUTRAL BUS REMARKS -PROVIDE GRND BUS &NEUTRAL BUS LIGHTING 7.20 1.25 9.00 RECEPTACLES AND EQUIPMENT 10.00 1.00 10.00 8. 90 0.50 4.45 RECEPTACLES AND EQUIPMENT - PROVIDE TYPE WRITTEN DIRECTORY - PROVIDE TYPE WRITTEN DIRECTORY 469 0 1.00 4.45 PTAC'S - PROVIDE FEED THRU LUGS - SERVED FROM FEED THRU LUGS VIA (4) 14/0 AWG CU, (1) #4 CU GRND IN 69.65 TOTAL 2-1/2" C. 84 CIRCUITS 193 AMPS PANEL DIRECTORY 11313 11313 SECTION 1 SECTION 2 R4A Rill SECTION 1 SECTION 2 11413 R4B SECTION 1 SECTION 2 SEAL DATE 07/03/17 r Nawwaf Ahmed, PE FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eiiteuniversalarchitects.com ®Copydghl 2017 Elite Universe, LLC. All Ri hN Reserved. CONSULTANT w z x Z_Lu WLIL. _ Z N N o E w LLI < W -r Y � , N oZ;p Z w -'��_O_fmbi '^ W 0- cn my aCL Z°6 U n4u- Z Y cn LLI a,N� Ela wIC- Z `� 3 a Wo�U�p mo n- 3v a `D z � �N gulm LOJ PROJECT A W E• I H MSI � V1 w J QM Q �O�O Q LL W 0Q U �2_jU) w LL U ►�►� I�111111111I0LL �/ LO Q 1= 00 U) a ►5 NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE XXXXXXX SHEET: E404 Elite Universal Job No. 08009 w z CI) w J � Q 0 U w w Z U tU/) Luw NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE XXXXXXX SHEET: E404 Elite Universal Job No. 08009 LIGHTING CONTROL PANEL "LCP-1" RELAY SCHEDULE RATING SERVICE RELAY NUMBER CONTROLLED BY: INPUT CIRCUIT LOAD TYPE: 1 ON OFF HP1-85 LED 2 ON OFF HP1-87 LED 3 ON OFF HP1-89 LED 4 ON OFF HP1-91 LED 5 ON OFF HP1-93 LED 6 ON/OFF HP1-95 LED 7 ON OFF HPI -97 LED 8 ON/OFF HP1-99 LED 9 ON OFF HP1-101 LED 10 ON/OFF HP1-103 LED 11 ON OFF HP1-105 LED 12 ON/OFF HP1-107 LED 13 ON OFF HP1-109 LED 14 ON/OFF HP1-111 LED 15 ON OFF HP1-115 LED 16 ON/OFF HP1-117 LED 17 ON/OFF HP1-119 LED 18 ON OFF HP1-121 LED 19 ON OFF HP1-123 LED 20 ON OFF HP1-125 CEILING FANS 21 ON OFF HP1-86 LED 22 ON OFF HP1-88 LED 23 ON OFF HP1-90 LED 24 ON/OFF HP1-92 LED 25 ON OFF HP1-94 LED 26 ON/OFF HP1-96 LED 27 ON OFF HPI -98 LED 28 SPACE 1 10 10 29 SPACE 13 GENSET BATTERY CHARGER 1.15 30 SPACE 10 10 10 31 SPACE 14 SPACE C 32 SPACE C 24 SPARE 15 GENSET BLOCK HEATER 1.35 LIGHTING CONTROL PANEL "LCP-2" RELAY SCHEDULE RATING SERVICE RELAY NUMBER CONTROLLED BY: INPUT CIRCUIT LOAD TYPE: 1 ON/OFF HP2-2 LED 2 ON OFF HP2-4 LED 3 ON OFF HP2-6 LED 4 ON OFF HP2-8 LED 5 ON/OFF HP2-10 CEILING FANS 6 SPACE SPACE 12 7 SPACE 2 STAIRWELL LIGHTING 10 8 SPACE 11 SPACE 9 SPACE SPACE 0.63 10 SPACE 12 12 14 11 SPACE 15 SPACE 12 SPACE SPACE 10 13 SPACE 5 1 FIRST FLOOR EM LTG. 0.86 14 SPACE 12 12 12 15 SPACE 6 STAIRWELL LIGHTING 0.48 16 SPACE 10 10 3/4- 4"7 7 FIRST FLOOR EM LTG. 1.22 LIGHTING CONTROL PANEL "LCP-3" RELAY SCHEDULE RATING SERVICE RELAY NUMBER CONTROLLED BY: INPUT CIRCUIT LOAD TYPE: 1 ON/OFF HP3-2 LED 2 ON OFF HP3-4 LED 3 ON OFF HP3-6 LED 4 ON OFF HP3-8 CEILING FANS 5 SPACE CKT. EQUIPMENT NO. SERVED 6 SPACE COND 7 SPACE 1 8 SPACE 12 9 SPACE 2 STAIRWELL LIGHTING 10 SPACE 20 10 11 SPACE 3/4m 12 SPACE 0.63 13 SPACE 12 12 14 SPACE B 15 SPACE 1 16 SPACE 10 314-w 1 20 5 1 FIRST FLOOR EM LTG. LIGHTING CONTROL PANEL "LCP-4" RELAY SCHEDULE RATING SERVICE RELAY NUMBER CONTROLLED BY: INPUT CIRCUIT YPE:1 LOAD TYPE:- 1 ON/OFF HP4-2 LED 2 ON OFF HP4-4 LED 3 ON OFF HP4-6 LED 4 ON OFF HP4-8 CEILING FANS 5 SPACE CKT. EQUIPMENT NO. SERVED 6 SPACE COND 7 SPACE 1 8 SPACE 12 9 SPACE 2 STAIRWELL LIGHTING 10 SPACE 20 10 11 SPACE 3/4m 12 SPACE 0.63 13 SPACE 12 12 14 SPACE B 15 SPACE 1 16 SPACE 10 314-w 1 20 5 1 FIRST FLOOR EM LTG. PANEL EMI RATING SERVICE SERX WM./LO. OA C.B.) 120/208V, 3e, 4W M.L.O. 3e, 4W LUG LOCATION TOP MOUNTING SURFACE LUG LOCATION MOUNTING A.I.C.. TYPE 22KNC SQ. D NQ OR EQUAL BKR. TR CKT. EQUIPMENT KVA NO. SERVED CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED KVA CKT. BKR. BRANCH CIRCUIT POLE TR 0 NEUT GND COND 1 FIRST FLOOR EM LTG. 0.60 1 20 12 12 12 1/2- A 2 STAIRWELL LIGHTING 0.24 1 20 10 10 10 3/4m 1/2- 3 FIRST FLOOR EM LTG. 0.63 1 20 12 12 12 1/2- B 4 STAIRWELL LIGHTING 0.24 1 20 10 10 10 314-w 1 20 5 1 FIRST FLOOR EM LTG. 0.86 1 20 12 12 12 1/2- C 6 STAIRWELL LIGHTING 0.48 1 20 10 10 10 3/4- 4"7 7 FIRST FLOOR EM LTG. 1.22 1 20 12 12 12 1/2- A 8 STAIRWELL LIGHTING 0.24 1 20 10 10 10 3/40 20 9 SPACE 1 C 12 SPACE B 16 SPARE B 10 STAIRWELL LIGHTING 0.12 1 20 10 10 10 3/4 0 11 GENSET EM. LTG. 0.20 1 20 10 10 10 3/4- C 12 STAIRWELL LIGHTING 0.12 1 20 10 1 10 10 3/40 1 13 GENSET BATTERY CHARGER 1.15 1 20 10 10 10 3/4" A 14 SPACE C 18 SPACE C 24 SPARE 15 GENSET BLOCK HEATER 1.35 1 20 10 10 10 3/4* 1 B 16 SPACE 27 SPACE 21 SPACE 17 SPACE B 28 SPACE B 22 SPACE 29 SPACE C 18 SPACE 23 SPACE 30 SPACE 19 SPACE 24 SPACE A 32 SPACE A 20 SPACE 33 SPACE A 26 SPACE B 21 SPACE 35 SPACE 27 SPACE B 22 SPACE C B 28 SPACE 37 SPACE 23 SPACE 29 SPACE A 38 SPACE C 24 SPACE B 40 SPACE 31 SPACE 25 SPACE 41 SPACE A 32 SPACE A 26 SPACE 33 SPACE CONN. LOAD LF 27 SPACE B 34 SPACE - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY 152 AMPS FUTURE LOAD 55.00 1.00 55.00 B 28 SPACE 35 SPACE C 36 SPACE 29 SPACE 37 SPACE C 30 SPACE A 38 SPACE 31 SPACE 39 SPACE A 32 SPACE 40 SPACE 33 SPACE 1 20 12 12 12 1/20 C 42 SPACE B 34 SPACE EQUIPMENT SERVED CONN. LOAD 35 SPACE DF DESIGN LOAD KVA REMARKS CIRCUITS - PROVIDE GRND BUS & - PROVIDE TYPE WRITTEN NEUTRAL BUS DIRECTORY 15 AMPS LIGHTING 3.28 1.25 4.10 C 36 SPACE ** = PROVIDE LOCKABLE TYPE RED CIRCUIT BREAKER FOR TOTAL 5.10 FIRE ALARM CONTROL PANEL / FATC'S 142 37 SPACE A 38 PANEL "EM3" 1.70 3 100 2 2 6 39 FIRE ALARM CTRL PNL ** 0.45 1 1 20 12 12 12 1/2- B 40 ---- 1.70 -- -- 2 41 FIRE SMOKE DAMPERS 1.44 1 20 12 12 12 1/2- C 42 ---- 1.70 -- -- 2 EQUIPMENT SERVED CONN. LOAD LF I DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & - PROVIDE TYPE WRITTEN NEUTRAL BUS DIRECTORY 113 AMPS LIGHTING 4.95 1.251 6.19 EQUIPMENT 4.39 1.00 4.39 PANEL "EM3" 5.10 1.00 5.10 FUTURE LOAD 1 25.00 1.00 25.00 ** = PROVIDE LOCKABLE TYPE RED CIRCUIT BREAKER FOR TOTAL 40.68 FIRE ALARM CONTROL PANEL PANEL E M 3 RATING SERVICE 100 AMP 120/208V, M.L.O. 3e, 4W LUG LOCATION MOUNTING LUG LOCATION MOUNTING TOP SURFACE 22KAIC SQ. D NQ OR EQUAL A.I.C. TYPE 22MC SQ. D NQ OR EQUAL BKR. TR CKT. EQUIPMENT KVA NO. SERVED CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED 1 SPARE KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 1 SECOND FLOOR EM LTG. 1.24 1 20 12 12 12 1/2- A 2 2ND FLR. FATC ** 0.33 1 20 12 12 12 1 2" 3 THIRD FLOOR EM LTG. 1.08 1 20 12 12 12 1/2- B 4 3RD FLR. FATC ** 0.33 1 20 12 12 12 1 2" 5 FOURTH FLOOR EM LTG. 0.96 1 20 12 12 12 1/2' C 6 4TH FLR. FATC ** 0.33 1 20 12 12 12 1/2" 7 SPACE 20 B A 8 SPACE 1 20 11 SPARE 1 20 9 SPACE C 12 SPARE 1 B 10 SPACE 1 20 A 14 SPARE 11 SPACE 1 20 15 SPARE 1 C 12 SPACE B 16 SPARE 1 20 13 SPACE 1 20 A 14 SPACE 1 20 19 SPARE 1 20 15 SPACE A 20 SPARE B 16 SPACE 21 SPARE 1 20 B 17 SPACE 1 20 23 SPARE C 18 SPACE C 24 SPARE 1 19 SPACE 25 SPACE A 20 SPACE 26 SPACE 27 SPACE 21 SPACE B 28 SPACE B 22 SPACE 29 SPACE 23 SPACE 30 SPACE C 24 SPACE A 32 SPACE 25 SPACE 33 SPACE A 26 SPACE B 34 SPACE 35 SPACE 27 SPACE C B 28 SPACE 37 SPACE 29 SPACE A 38 SPACE C 30 SPACE B 40 SPACE 31 SPACE 41 SPACE A 32 SPACE C 42 SPACE 33 SPACE CONN. LOAD LF DF B 34 SPACE - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY 152 AMPS FUTURE LOAD 55.00 1.00 55.00 35 SPACE C 36 SPACE 37 SPACE A 38 SPACE 39 SPACE B 40 SPACE 41 FIRE SMOKE DAMPERS 1.44 1 20 12 12 12 1/20 C 42 SPACE EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD KVA REMARKS CIRCUITS - PROVIDE GRND BUS & - PROVIDE TYPE WRITTEN NEUTRAL BUS DIRECTORY 15 AMPS LIGHTING 3.28 1.25 4.10 EQUIPMENT 1.00 1.00 1.00 ** = PROVIDE LOCKABLE TYPE RED CIRCUIT BREAKER FOR TOTAL 5.10 FIRE ALARM CONTROL PANEL / FATC'S 142 PANEL RATING OS SERVICE SERVED 5 AMP L.O. WN00A C.B.) 120/208V, 3e, 4W LCP-2 LUG LOCATION MOUNTING TOP SURFACE A.I.C. TYPE 22KAIC SQ. D NQ OR EQUAL CKT. EQUIPMENT NO. SERVED KVA CKT. POLE BKR. TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT. EQUIPMENT NO. SERVED �Z>-j�', KVA CKT. BKR. BRANCH CIRCUIT POLE TR 0 NEUT GND COND 1 SPARE 1 20 ►� o�U >`")Q A 2 SPARE 1 20 3 SPARE 1 20 B 4 SPARE 1 20 5 SPARE 1 1 20 1 1 C 6 SPARE 1 20 7 SPARE 1 20 A 8 SPARE 1 20 9 SPARE 1 20 B 10 SPARE 1 20 11 SPARE 1 20 C 12 SPARE 1 20 13 SPARE 1 20 A 14 SPARE 1 20 15 SPARE 1 1 20 1 1 B 16 SPARE 1 20 17 SPARE 1 20 C 18 SPARE 1 20 19 SPARE 1 20 A 20 SPARE 1 20 21 SPARE 1 20 B 22 SPARE 1 20 23 SPARE 1 20 C 24 SPARE 1 20 25 SPACE A 26 SPACE 27 SPACE B 28 SPACE 29 SPACE C 30 SPACE 31 SPACE A 32 SPACE 33 SPACE B 34 SPACE 35 SPACE C 36 SPACE 37 SPACE A 38 SPACE 39 SPACE B 40 SPACE 41 SPACE C 42 SPACE EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD KVA REMARKS 42 CIRCUITS - PROVIDE GRND BUS & NEUTRAL BUS - PROVIDE TYPE WRITTEN DIRECTORY 152 AMPS FUTURE LOAD 55.00 1.00 55.00 TOTAL 55.00 NOTE: PANEL "OS" IS FOR OPTIONAL STANDBY EQUIPMENT. THE EXACT EQUIPMENT TO BE CONNECTED IS CURRENTLY UNDER DEVELOPMENT. PANEL DIRECTORY LCP-1 EMI LCP-2 EM3 LCP-3 OS LCP-4 SEAL DATE: 07/03/17 �1,1>�11I!'i1l�,t a+ 4 Nor, $6098 ,. 31A '.` " tZOR101" • ter Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www. eliteun iversalarch itects.00m ® Copyright 2017 Elite Universal, LLC, All Rights Reserved. CONSULTANT Ua y Z Z~ - o _CO UZ x w w < N N O E W < LI? W _N Z KLZU o'z •w■ Z -za W a ca ¢ wm cQ1 Z = wC=, 3 0 <in CO z � �Wn. PROJECT A w Lu ,0)O W -<O j Q I4 �Z>-j�', H �LL a�0 ►� o�U >`")Q M H r� a J W zc/) W � J Q � U C) W U CU!) W W SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E405 Elite Universal Job No. 08009 Specifications EPA: Length Width Height: Weight (Max). .. .. E� ! ,,.a5...w:« x > ,p"' 1t'! ( f f ._....... ...... . e 3. , t r a .� s43a.a+'i.$ .f.`# 4 33d 3_£. L i L DLL .,. � $ r z.�� a �: fit. L r��� <,._. t:a.�(£c7"1 t€YL ( 7<h,t' tvP,2 Rti IX Poi. t 1 ax 'les,.. C, rwoi n. taN. by ,3'ir�r�;•<`�Ci G'.E?t'€ 3 ��-z_ ... E AN PLL- DSXC LED =iitC 1000 40K T 3 M MV0L ` KA 1~ DE,,XD 1 < : r r EiSS'Ci1itd N tE.S � $ .. :ti � i<i:. ! 3's •7 • ,. -3 i f zL't, fz '.;{ ( tet } (ss} :1::K!1:113' 1A 3?'+k, taraiz) (>} 1 Tp.x: E l Mitre FrA H £#1Cd (tis` h,f• A+MR, NEMA 5-15P 2 31L Foam J te_- 6 r 3 k i3f- , i.A' (14) rd E?>�ir.G r y t t_v f A SPittrli€A White Pv.Wer Coat £k Sof r; c3 1 r�tYs 1 y -ts.� � �I#L•ittiA ., ,.1.. ,: .. .. � 33 ..... ` i ':i >f➢`fr' ., . .. `' j �i3#1;ESi!pM'8tK(�' tit 5 (48L) (Y2 { S(f} T }; e GRIDDLE 4 { is. E I y£ (8b'td 2)L (TS) If £ '6 z jft f: Sht(r�adkilstaEi�d Ers4 iEtii' i<;�J stiipiafifi'sktytlt2'r E18N�1 , << �.i.-. yh? Lrsn_:: Gi1 :.. OTY fr2), ( tet } (ss} Bare} (uEvvl taraiz) (>} 1 Tp.x: E l Mitre (f,<.< t'k1Cai h,f• Ix UX,: NEMA 5-15P 2 31L „1 - aft.:.Aiilitllilil"#1 J te_- 6 r 3 k i3f- , i.A' (14) rd E?>�ir.G r y t t_v f A Lf.t 0C White Pv.Wer Coat £k Sof r; c3 } « (PLY) Silver Nn Hard {�esssP) e tit y „ £ 2yc tr Rol GC Gry2 r ovale Coal £eH2% tit 5 (48L) (Y2 { S(f} T }; e GRIDDLE 4 { is. E I y£ (8b'td 2)L (TS) Ta(e?esA a , 13mT:b^ la* Si 2.3w 71w, Oil iject lelante: { STAR POWER7u OPTICAL SYSTEM \ The Star PowerlrO reflector is an STARIiWE excellent system which provides great t>z()ffF f< value and performance: LED WATTAGE CHART >c: ;jf ..;:, ::. .kr�r.i''. Ev•'><: i<;�J �- •-•.--••- Pc :. Gala - Aluminuin '1 �..;.,_: , << �.i.-. yh? Lrsn_:: Gi1 :.. OTY fr2), ( tet } (ss} Bare} (uEvvl taraiz) (>} 1 Tp.x: E l �63 (f,<.< (PT) h,f• Finish NEMA 5-15P 2 31L „1 - aft.:.Aiilitllilil"#1 J te_- 6 r 3 k i3f- , i.A' (14) (¢�} 811k Black Polder Goat, - (0-90) NoSicts ��H 3 White Pv.Wer Coat 15 (15) ti (PLY) Silver Nn Hard {�esssP) e tit y „ £ 2yc tr (svR) GC Gry2 r ovale Coal £eH2% tit 5 (48L) (Y2 { S(f} T }; e GRIDDLE 4 { is. E I y£ (8b'td 2)L (TS) Ta(e?esA a , 13mT:b^ (T-90) jft u,i 1 en: fi:loy 60,63-T6 BAKERSP _ -qua re 115V 60 1 PH ex {}IHR) re:;t SS,tr a I Rlour;ti 13' (18) ' ALUMINUM O 1 it dtt �t a _1 u a ^,r.. k (81.1() i� (QD}. H W1i F.f (,..er 68!Vaf57e; (DBRSAP) 2C' (20) () t31i3) (i3)1 (GLV) VOLLRATH 40757 ...t4J d1'e GI 31,h za.- 1/4 Hp NEMA 5-15P 20 QT. 10 771 t na e -`f, (21) (5S) T83:in Black Tenon ..tra;,lh 11 1 i TTEAN STAINLESS (gL 1s an;:t,+.i (T2R) (01111188AP) 22' {22} 5 scalare (6S) 2,C- in aid ltiite 3 :9c.:nft(T3R) 115V 60 1PH 3.0 AMPS (YSi1) (G H) 3 W' mount: (T312R) s#i, , n iaRe, _ iDBff1AP).��7 a {2q) 9SUB-30 41,5 Rowir. (T412R) 14 () IF -SA -HD (GR",raY) 315 q a (T312S) 1/3 Hp NEMA 5-15P 15 1 {L&11 WARING 416 5c1 -::.a, t- (T412S) 120V 60 1PH 18.3AMPS 2.2 KW NEMA 5-20P 16 is t �•ti2).,.. . 6 w square (T512S) WARING WM01 20 208V 60 1 PH 8.33AMPS 1.8 KW -Hp NEMA 6-20P 62 Handhole CS Butt Diameter t'e"tJllnl line 51 'M 2 Wire A c: ss 9nt : 3,_4' x F„ E 7.tt)0 LU Led' j e WARNING Safi t 00 io.s" ;yrInolt.M5, CUS7mmm NAME: PROJECT: LoCATiDra: NoTEs: QUANTITY: RTA25D6BE " f':S'sF/.t,!c.°, .l.a "c1A;35SQ?ably ss.al. i>v t rr r� gJ£;7s�;. BERM, MI, =111711111=11110�� b t '; LIzio,, &XI t3 3 z ,ted w-.digrt L C 7 t'o m M9, , 11 ttOm r&hon N" u ? be Tar#reefy fin(:d;-e ii U sPa riith Csi`;t11 �; i xdC S f Y + icc= wX br provki,dd l -'4'h Y7Yi y�>uidzr. 5-Y 4JtiflrGms ✓3 v lequ:'r8 er it St atlid tv. deter? + ed by, $w+,led st rc f>,ai KACIY✓t"fr�r: , �?fink ... l•. k,7' y / f,o a r46,' }:L Us a� Side 1t7ft Mount .4tr4'T�2- a LUE \ 2a; 1$(i 2,70'- . 70 pr Tenon Win i - Weldod of Spun ! ' Alph-kd Te. EPA Notes F a ? e EPA". t not Lt t>• y p�.{tr � > c. r30 a l :g ''^ ? £ ria .( f ,:} 5 ?72a1 Hillman H;.Tyv3y wo£r ad ri "414?.:) ?'D-.ltF.,1r1 tet ? I'3uL:J,rir,f;t COATING Allpoles have minimum 3mm powder coat finish. All poles are sandblasted prier to powder coat application BASE COVER, HAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap installed. Pole caps are plastic snap -in caps in Black finish. Rase covers are made of Aluminum and powder coated to match the pale extrusion. The hand hole corers are provided with internal'brldge support. For added strength, a reinforcement (HHR), constructed of 3' x 5" rectangular steel tubing, is welded to pole shaft. Hand hole, slots and 3l4" coupling are standard. M Project Name, STEEL lc(10) 4 .' , .. �- •-•.--••- Pc :. Gala - Aluminuin Se (3i c nzC . No Cau .11r': j With Stainless Steel OTY (4R } it iri R (Tenon Option Availably (ORZ) ( .p ..va ht > P:?':z \ See ivIo nt:ng Dp Gn .son) 1 ilia) E l D Top diameter 1RS-HDll (DB#iSSP) 5.5 AMP Finish NEMA 5-15P 2 1 „1 - aft.:.Aiilitllilil"#1 J te_- 6 r 3 k i3f- , i.A' (14) (¢�} 811k Black Polder Goat, - (0-90) NoSicts ��H 3 White Pv.Wer Coat 15 (15) 36 -BP -6B -S30 IM - D'c_ 1` c z ? vyGe t tt Silver Nn Hard {�esssP) ;AJ _ ark it f r �f D v _ L, mat nm�1 2yc tr BAKERS PRIDE GC Gry2 r ovale Coal (NH) ! 120.0 MBTU F:t = Sped`} Finish S1 T }; e GRIDDLE E $ Wall Thickness F 1 Ta(e?esA a , 13mT:b^ (T-90) jft ; HandHole iole `fucerrlFrt fi:loy 60,63-T6 BAKERSP _ -qua re 115V 60 1 PH ex {}IHR) re:;t SS,tr a I Rlour;ti 13' (18) Handhole CS Butt Diameter t'e"tJllnl line 51 'M 2 Wire A c: ss 9nt : 3,_4' x F„ E 7.tt)0 LU Led' j e WARNING Safi t 00 io.s" ;yrInolt.M5, CUS7mmm NAME: PROJECT: LoCATiDra: NoTEs: QUANTITY: RTA25D6BE " f':S'sF/.t,!c.°, .l.a "c1A;35SQ?ably ss.al. i>v t rr r� gJ£;7s�;. BERM, MI, =111711111=11110�� b t '; LIzio,, &XI t3 3 z ,ted w-.digrt L C 7 t'o m M9, , 11 ttOm r&hon N" u ? be Tar#reefy fin(:d;-e ii U sPa riith Csi`;t11 �; i xdC S f Y + icc= wX br provki,dd l -'4'h Y7Yi y�>uidzr. 5-Y 4JtiflrGms ✓3 v lequ:'r8 er it St atlid tv. deter? + ed by, $w+,led st rc f>,ai KACIY✓t"fr�r: , �?fink ... l•. k,7' y / f,o a r46,' }:L Us a� Side 1t7ft Mount .4tr4'T�2- a LUE \ 2a; 1$(i 2,70'- . 70 pr Tenon Win i - Weldod of Spun ! ' Alph-kd Te. EPA Notes F a ? e EPA". t not Lt t>• y p�.{tr � > c. r30 a l :g ''^ ? £ ria .( f ,:} 5 ?72a1 Hillman H;.Tyv3y wo£r ad ri "414?.:) ?'D-.ltF.,1r1 tet ? I'3uL:J,rir,f;t COATING Allpoles have minimum 3mm powder coat finish. All poles are sandblasted prier to powder coat application BASE COVER, HAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap installed. Pole caps are plastic snap -in caps in Black finish. Rase covers are made of Aluminum and powder coated to match the pale extrusion. The hand hole corers are provided with internal'brldge support. For added strength, a reinforcement (HHR), constructed of 3' x 5" rectangular steel tubing, is welded to pole shaft. Hand hole, slots and 3l4" coupling are standard. M Project Name, STEEL lc(10) 4 .' , .. 3TEEi Se (3i c nzC . No Cau .11r': j 1 OTY (4R } it iri (SGL). (ORZ) ( .p ..va ht > P:?':z Ii" (12) 1 ilia) a3 CONTINENTAL 1RS-HDll (DB#iSSP) 5.5 AMP :`Round3c.hir,: NEMA 5-15P 2 1 CONVECTION OVEN J te_- 6 r 3 k i3f- , i.A' (14) (¢�} 1Bein (TO) - (0-90) NoSicts ��H 3 I 15 (15) 36 -BP -6B -S30 (D ten) Silver Nn Hard {�esssP) 4 nm�1 2yc tr BAKERS PRIDE (SVR) (NH) - 120.0 MBTU (6R) (25} T }; e GRIDDLE ACCUTEMPG F 1'it (76} 65.0 MBTU (T-90) Creen ; HandHole iole `fucerrlFrt .ALUMINUM BAKERSP _ -qua re 115V 60 1 PH (GRN) {}IHR) re:;t SS,tr a I Rlour;ti 13' (18) ' ALUMINUM O 1 it dtt �t a _1 u 1 (QD}. H W1i F.f (,..er 68!Vaf57e; (DBRSAP) 2C' (20) g (i3)1 (GLV) VOLLRATH 40757 ...t4J d1'e 10 AMPS 1/4 Hp NEMA 5-15P 20 QT. 10 771 t na e -`f, (21) (5S) T83:in Black Tenon ..tra;,lh 11 1 i TTEAN STAINLESS (gL 1s an;:t,+.i (T2R) (01111188AP) 22' {22} 5 scalare (6S) 2,C- in aid ltiite 3 :9c.:nft(T3R) 115V 60 1PH 3.0 AMPS (YSi1) (G H) 3 W' mount: (T312R) s#i, , n iaRe, _ iDBff1AP).��7 a {2q) 9SUB-30 41,5 Rowir. (T412R) 14 IF -SA -HD (GR",raY) 315 q a (T312S) 1/3 Hp NEMA 5-15P 15 1 TOASTER WARING 416 5c1 -::.a, t- (T412S) 120V 60 1PH 18.3AMPS 2.2 KW NEMA 5-20P 16 us) (CS) 6 w square (T512S) 136 EXTERRIOR SITE LIGHTING DETAILS PHOTOCELL "PC" MOUNTED NORTH SIDE OF BUILDING- HP1-102 I.9 il PC 120V 20AMP W.P. OVERRIDE TOGGLE SWITCH LOCATED ADJACENT TO PANEL "HP1" TYP. BRANCH CIRCUIT NUMBER HP1-2 HP1-4 HP1-6 HP1-8 HP1-113 SPARE SPARE SPARE J_ J_ J_ T T T TO DaRIOR LIGHTING FIXTURES EXTERIOR LIGHTING CONTROL DIAGRAM 11LC-1" HTS LIGHTING CONTACTOR LC -1 20AMP 8 -POLE NEMA 1 ELECTRICALLY HELD. MOUNT ADJACENT TO PANEL "HP1" O 1' 1/8- 101 1 " TYPICAL 1 1/2- O O O O 0 O O O O O O O O O O O O O O O O O O O O O O O {� O 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O L01 CHATSWORTH "UL" 3120 (54) .4370 (8) PART N0. GROUND BAR LABEL 40153-020 GROUNDING BUSBAR DETAIL N.T.S. SEAL #DA T#,E:p■0l7/®033/17 �% �It#, XF A `� eeease�soe�� �j 10 f NO w r w� STATE i Nawwaf Ahmad, PE 'r FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ©Copyn% 2017 Elite Universal, LLC. All Ri hls Reserved. CONSULTANT PROJECT [A Ir^, KITCHEN EQUIPMENT SCHEDULE l ITEM OTY DESCRIPTION MANUFACTURER MODEL VOLTS AMPS POWER -Hp- REMARKS 1 1 REACH IN REFRIGERATOR CONTINENTAL 1RS-HDll 601PH 5.5 AMP 1 T4 NEMA 5-15P 2 1 CONVECTION OVEN BAKERS PRIDE QDCOzG2115V 60 1 PH 3.5 AMPS 120.0 MBTU _�GAS SUPPLY LINE 3 1 G - RNR 36 -BP -6B -S30 - - 280.0 MBTU 3 4 GAS SUPPLY LINE 4 1 CHARBROILER BAKERS PRIDE BPHCB-24361 - - 120.0 MBTU 314w GAS SUPPLY LINE 5 1 GRIDDLE ACCUTEMPG F - 120V 60 1PH 65.0 MBTU 3 4 GAS SUPPLY LINE 6 2 FRO BAKERSP PF -40 0 115V 60 1 PH 114.0 MBTU 2 3/40 GAS SUPPLY UNE 7 BY CAPTIVE ARE 8 1 SHELVING4 g 1 PLANELWY MIXER VOLLRATH 40757 120V 60 1PH 10 AMPS 1/4 Hp NEMA 5-15P 20 QT. 10 1 STAINLESS WORK TABLE TITM STAIN I- 11 1 STAINLESS WORK TABLE TTEAN STAINLESS 12 115V 60 1PH 3.0 AMPS 1 2 H 13 1 STAINLESS WORK TABLE ITEAN STAJNLFSS 9SUB-30 14 IF -SA -HD 115V 60 1PH 6.3 AMS 1/3 Hp NEMA 5-15P 15 1 TOASTER WARING 120V 60 1PH 18.3AMPS 2.2 KW NEMA 5-20P 16 1 MICROWAVE WARING WM01 20 208V 60 1 PH 8.33AMPS 1.8 KW -Hp NEMA 6-20P 17 1 PIZZA PREP TABLE CONTIN115V 60 1PH 13 AMPS 1 2 NEMA 5-15P 18 1 DROP-IN- 208-240V 60 1PH 27 AMPS 6.4 KW 1/2" COLD 142* WASTE 19 1 - SM -50-11D 208-240V 60 1PH 27 AMPS 0.66 KW 112w COLD 1/2" WASTE 20 2W60/1 1 PH 7.5 AMPS 0.9 KW 21 2 HEAT LAMP APW WYOTT FDD -36L -1120V 60 1PH 1.15 KW 36 LENGTH 22 23 1 1 CHEFS CO NTER FLOOR THROUGH ITIM STAI LESS lTrrm STAINLESS CUSTOM 12FBFT-1818"x24" 120V 60 1 PH 125 AMPS BY KTICHEN SUPPLIER; W 1/2* HT CLD WTR & 3 INDIRECT DRN FIBERGLASS GRATE STAINLESS STEEL 24 1 ICE CUBE MACHINE- MAH 115V 60 1 PH 120 AMPS 1/2- COLD + INDIRECT WASTE 25IAR-40000 ITEM OTY DESCRIPTION MANUFACTURER MODELVOLTS AMPS POWER REMARKS 26 1 CLEAN DISH TARIF TITAN STAIN 2FBFr-181/2" CLD 1/2* HT (T-1.7- DIRECT WASTE 27 1 DISHWASHER ELECTROLUX 504279 240V 60Hz 3PH 50 AMPS 12.9 KW 28 3 SOILEDTIT - - 1/2* CLD 1/2" HT 1.5 DIRECT WASTE 29 1 PASS THRU REFRIGERATOR CONTINENTAL IR -SA -PT -HD 115V 60 1 PH 7.2 AMPS 1/4 Hp NEMA 5-15P 30 17 CLD 1/2' HT 1.5 DIRECT WASTE 31 1 WALL MOUNTED SHELVING TITM STAINLESS BWS-12 32 1 TEA -BREW R BLOOMFIE 8748-5G 120V60/1 PH 13 AMPS 1.5 KW 1/2* CLD NEMA 5-15P 33 1 TEA DISPENSERLOO Fl - 34 1 COFFEE B EWER BLOOMFIELD7 0 - V 268V 60 1PH 25 AMPS 6.05 KW 1 2 CLD NEMA 5-15P 3585-1506A-101 115V 60 1PH 7.8 AMPS 897 KW,1 3 Hp 1/2' CLD 1 1.5 DIRECT WASTE I NEMA 5-15P 36 1 MOP SINK FS UTILITY SINK FS -R 37 1 SPARE - 38 2 TRACK SH LVING SYSTEM SEGAX1PG 39 1 WALK-IN COOLER I FREEZER ARTIC CUSTOM 120-208V 1 PH NT-3TT INDIRECT WASTE 40 1 COOLER SHELVING - - 120-208V 3PH 50 AMPS 41 1 FREEZER SHELVING - - 42 1 SPARE 43 1 CASH REGISTER ALOHA P1550 POS WITH RADIENT TERMINALS 44 115V 60 1PH 5.0 AMPS 1/3 H 45 1 DISPLAY CASE MERCHANDISER TRUE -TUC-27F-HC TCGG-48-S-LD115V 60 1PH 11.8AMPS NEMA 5-15P 46 1 HANDSINK WITH SPLASHMOUIJT KROWNE 18-icWITH LEGS AND STAINLESS SIDE SPLASHMOUNT 47 1 3-COMPARTMENT18-53-C WITH LEGS AND STAINLESS DRAINBOARDS 48 1 3 -COM ENT SINK WITH DRAINBOARDS - - 2100 9 - - SEAL #DA T#,E:p■0l7/®033/17 �% �It#, XF A `� eeease�soe�� �j 10 f NO w r w� STATE i Nawwaf Ahmad, PE 'r FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ©Copyn% 2017 Elite Universal, LLC. All Ri hls Reserved. CONSULTANT PROJECT J Q W 0 J Q U_ U LUJ W SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: x VYM SHEET: E501 Elite Universal Job No, 08009 [A Ir^, l 1� uu Lu [` Q Q LL � LU 0 < w�LLLL O, � 0- 0 Z 0 l-- O 0 CO LL C) Z M� ��< J Q W 0 J Q U_ U LUJ W SEAL NAWWAF AHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: x VYM SHEET: E501 Elite Universal Job No, 08009 Model: 125R EOZJ4 KOHLE Power �. 0�%�ieSystems 208-600 v Diesel 0A -t-9 Tier Final EPA -Certified for Standard Features Ef3,eat StationaryEmergencyand ittwiirr? ., >;;S • Kohler Co. provides one -source responsibility for the generating Non -Emergency Applications system and accessories. Ratings Range • The generator set and its components are prototype -tested, 9 factory -built, and production -tested. Standby; kW 1077-11330 g &• The 64 Hz generator set offers a UL 2200 listing. kVA 107-162,5 • The generator set accepts rated load in one step. 07 Prime,kVY • The 60 Hz generator set meets NFPA 110, Level 1, when 99.5-1.17 kVA 99.5-146 equipped with the necessary accessories and installed per Continuous: kW 99.5-117 NFPA standards. kVA 99.5-146 • A one-year limited warranty covers all generator set systems and components. Two- and five-year extended limited warranties are also available. _ • Alternator features: The unique Fast -Response-' X excitation system delivers - --' excellent voltage response and short-circuit capability using a rare-earth, permanent magnet (PM) exalted a(temator, : The brushless, rotating field alternator has broadeange reconnectabllity. . MOM:( • Engine features: K } The generator set 'engine is certified by the Environmental Protection Agency (EPA) to conform to Tier 4 Final nonroad emissions regulations, Heavy-duty air cleaner with air restrictor indicator. k o Lockable battery disconnect switch, Standard Skid Model • Other features: o Kohler designed controller for guaranteed system integration and remote communication. See Controller on page 3. --------------- c, The low coolant level shutdown prevents overheating, <> .......::................:::.....::. Durable steel sound -attenuating housing with qui et operation ' of 70 dB(A) log averse @ 7 m 23 ft. with full load at the prime rating, MMM URON Stainless mess stee1 hinges and lockable latches on doors. o 125% environmental containment basin for oil and coolant: I wzm ID 1101 secondary containment tank far fuel. UL 142 listed subbase fuel tank for 24-hour run time with full load at the prime rating (minimum). o Fuel fill and Diesel Exhaust Fluid (DEF) fill with lockable caps. c Customer connection panel with main circuit breaker, remote Field Draggaable Skid Model start connection, and emergency stop switch, Generator Set Ratings 130"Cise R 105 >C Rise 105 z C Rise Standby Rating Prime Rating Continuous Rating Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps kW/kVA Amps 1201208 3 60 130/163 451 117[146 406 114/143 396' 120/240 3 60 125/156 376 113]141 340 113/141 340 4R13X 120/240 1 60 107/107 446 99./99 413 99/99 413 277484 3 60 130/163 195 117il46 176 117/146 176 347/600 3 60 130/163 156 1141143 137 114/143 137 RATINGS. Ali three-phase units are rated al 0:8 r factor. Air single-phase powe rgPe phase unRs are rated at 1:0 Power Wo, Shrrtaby R©Hr,gs: The standby rating is applicable to varying loads fcr the duration of a power outage. There is no overload capability for this rating. pane Pcxae7 Rati tq . At varying load the nurnher of generator set operating hours is unlined. A "D% oveduad capacity Is available for one hate in twelve. Carhntuu.. Ratings: At. constant or norw r load. generator c any ria oad.lha rnanber of g_ne star set operating hours is unrimrted. Thea i, rm wericad capabpityfor this rating. Ratings are in acm,da m with .I Sr18528-1 and ISO 3046-t .For limitedmooing time ratings consult the factory. Obtain ter;fmicaI it forneticn bulletin (TI&101) for ratings guidelines complete'tatngs 1sfamtions, and S tp o, ndgson dentes. The generator set manuracturenreserves the right to channe the design or: sloaclfications without notice and without any obligation or lability, whatsoever. 35-429 (126REOZJ4) Zheb MODEL L Alternator Specifications Specifications Alternator NEMA MGI, IEEE, and ANSI standards compliance for Manufacturer Kohler temperature rise and motor starting. Type. 4 -Pole, Rotating -Field • Sustained short-circuit current of up to 300% of the rated Exciter type Brushless, Rare -Earth current for up to 10 seconds. Leads: quantity, type Permanent -Magnet 12, Reconnectable • Sustained short-circuit current enabling downstream circuit Negative �^ breakers to trip Without collapsing the alternator field', 'Volts (DC) 6 600 volt provide easy local data access Voltage regulator Solid State, Volts/Hz • Self -ventilated and dripproof construction. Insulation: NEMA MG1 • Windings are vacuum -impregnated with epoxy varnish for Material Class H dependability and long life. Temperature rise 150'C, Standby Bore and stroke, mm (in.) Bearing: quantity, type 1, Sealed • Superior voltage waveform from a two-thirds pitch stator and Coupling Flexible Disc skewed rotor. Amortisseur windings Full • The unique Fast-Pes onsev' X excitation system tem delivers Voltage regulation, no-load to full -load X0.5% excellent voltage response and short-circuit ca abil using a � p ty g One-step load acceptance c 100% of Rating rare-earth, permanent magnet (PM) -excited alternator. Unbalanced load capability 100°x, of Rated Fuel m3/min. (scfm) Standby Current 150(201 ) Peak motor starting kVA @ 0.3 PF: (35% dip for voltages below) Cylinder head material 480 V 4R13X (12 lead) 54:0 1 Application Data Engine 3516(g.4) Engine 'Electrical Engine jacket water flow, Lpm (gpm) Engine Specifications Provides advanced control, system monitoring, and system diagnostics Engine Electrical System � w ~ Manufacturer Jo Deere John De e Battery charging alternator: • Paralleling capability with bus sensing, first -on logic, synchronizer, Engine model, type 6068HFG08 Ground (negative/positive) Negative �^ 4 -Cycle, Turbccharged, 'Volts (DC) 24 provide easy local data access Charge Air Cooled 21 (1195) •Measurements are selectable ii1 metric or Engirsh units Cylinder arrangement 6 inline Ampere rating 60 Displacement,. L (cu. in.) 6.8(415) Starter motor rated voltage (DC) 24 Bore and stroke, mm (in.) 106 x 127 (4.19 x 5.0) Battery, recommended cold cranking • Potted circuitry for protection from vibration and debris Compression ratio 17.2:1 amps (CCA): Piston speed, m./min. (ft./min.) 457:2 (1500) Quantity; CCA rating each Two, 400 Main bearings: quantity, t g q ty, ype 7 Replaceable Insert Battery voltage (DC) 12 Rated rpm 1800 Fuel m3/min. (scfm) Max. power at rated rpm, kWm (BHP) 150(201 ) Combustion air, m3/min. (cfm) 9.7(343) Cylinder head material Cast iron Fuel System 1 Crankshaft material Forged Steel supply line, m I Fuel ne � t n. D, mm (in:) 8(0.31) Valve material: r Fuel return line, min, ID, mm (}n.) 4.8 (0,19) Intake Silicon -Chrome stem with Max. lift, fuel pump: type, m (ft.) Electronic, 1.8 (6:0) Fuel Consumption Inconel head (NCr) Max. fuel flow, Lph (gph) 138.5 (36.6) Exhaust CrMo Alloy Max. return line restriction, kPa (in. Hg) 40 (11.8) Governor: type, makelmodel Electronic 27.2 (7.2)x` Frequency regulation, no-load to full -load Isochronous Fuel prime pump Automatic: 3 (3.0) - z - Fuel filter Prime Rating Frequency regulation, steady state '-O,5% 32.5 (86) •�fewable generator set controller with security cove ' Frequency Fixed Primary 2 Microns Air cleaner type, all models Dry Recommended fuel 10.6 (2,8) Reconnectable, models: Rating 600 amps, field adjustable based Diesel Lph (gph) at %load (Renewable diesel from hydro -treated ASTM D975 or EN 590 Exhaust -- -- 32.5 (8.6) animal fats and/or vegetable oils is Ultra Law Sulfur Diesel 25.0 (6.6) is Power connections for Available Options (battery charger and battery permitted up to B20 IB5 preferred], per (ULSD) with sulfur content Exhaust System 25% ASTM D6751., EN 14214, or equivalent) X15 mg/kg (15 ppm) Exhaust manifold type Dry Lubrication Sound Enclosure Exhaust flow at rated kW, m�/min. (cfm) 20.2 (713) • Durable steel, sound -attenuating housing with quiet operationof Exhaust temperature atrated kW, dry 70 dB(A) log average @ 7 m (23 ft.) with full load at the prime rating. Lubricating System • Internal -mounted silencer and flexible exhaust connector: exhaust, ' C ('F) 387 (729) Type Full Pressure Allowable back pressure, kPa (in. Hg) 14.8 (4.4) Oil pan capacity, L (qt) 15.1 (16.0) Exhaust outlet size at user connection flammability classification Oil pan capacity with fiber, L (qt.) 15.6 (16,5) point, mm (in.) 76.2 (3,0) Oil filter: quantity, type One, Cartridge Oil cooler Water -Cooled 135-429 (125REdEJ4) 2/115h Oil type APi CJ -4 or ACEA E6 -E9 -a5-429 (125REOZ:i4) 2?16b CENTER OF GRAVITY DIMENSIONS WEIGHT DRY WEIGHT WE CG X [IN) _- CG Y (IN) ICG ILLS[ KG [LBS) v t 1 ......:.......:. + Ili ♦ �\\�\ \\ y \ \\\\ a \ 0 xn MNRM €: ME Application Data Coolin Radiator System Ambient temperature at standby rating, °C ("F) 45 (113) Ambient temperature at prime power and continuous ratings; 'C ("F) 50 (122) Engine jacket water capacity, L (gal.) 11.9 (3:2) Radiator system capacity, including Controller engine, L (gal) 3516(g.4) Decision-MakarF 3500 Paralleling Controller Engine jacket water flow, Lpm (gpm) 416 (1 i0) Provides advanced control, system monitoring, and system diagnostics Heat rejected to cooling water at � w ~ for optimum performance and compatibility. standby rated kW, dry exhaust, kW • Paralleling capability with bus sensing, first -on logic, synchronizer, (Btulmin.) 97 (5521) and (isochronous. droop, and external controlled) load sharing Heat rejected to charge air cooler at �^ • Digital display with adjustable contrast and menu control standbyrated kW h dry exhaust, kW ~ LL , provide easy local data access (Btu,mtn) 21 (1195) •Measurements are selectable ii1 metric or Engirsh units Water pump type Centrifugal • Remote communication thru a PC via network or serial configuration Fan diameter, including blades, mm (!n.) 746(29.4) • Controller supports ModbusD protocol Fan, kWm (HP) 2.8 (SA) • Integrated hybrid voltage regulator with -0.5% regulation Max. restriction of cooling air, intake and • Potted circuitry for protection from vibration and debris discharge side of radiator, kPa (in. H2O) 0.125 (0.5) • Built-in atternator thermal overload protection • NFPA I10 Level f capability Operation Requirements Modbuss is a registered trademark of Schneider Ereottic.. Air Requirements Customer Connection Panel Radiator -cooled cooling air, - m3/min. (scfm) 283 (10000) y Combustion air, m3/min. (cfm) 9.7(343) »r Heat rejected to ambient air: 1 Engine, kW (Btu/min,) 20 (1138) Alternator; kW (btu/min.) 14.8 (1842) r Air density = 1.20 k lm3 (0.075 lbmM3) g ' E Fuel Consumption 4 Diesel, Lph (gph) at % load ..... - ----- .._.............._ Standby Rating € : 10094 34.0 (9.4) : 75! 27.2 (7.2)x` o, 50.0 19.3 (5.1) s E 25%11 - ------- -- 3 (3.0) - z - Diesel, Lph (gph) at % load Prime Rating 100% 32.5 (86) •�fewable generator set controller with security cove ' 75% 25.0 (6.6) • Emergency stop switch 50% 17.8 (4.7) • Main line circuit breaker .25% 10.6 (2,8) Reconnectable, models: Rating 600 amps, field adjustable based Diesel Lph (gph) at %load Continuous Rating on voltage selected 1001'4 -- -- 32.5 (8.6) 600 Veit models: Rating 250 amps, field adjustable 75 25.0 (6.6) is Power connections for Available Options (battery charger and battery 50% 17.8 (4.7) heater) 25% 10.6 (2.8) • Remote start connection Fuel and DEF Tanks Sound Enclosure • Subbase fuel tank for 24-hour run time with full load at prime rating • Durable steel, sound -attenuating housing with quiet operationof (minimum). 70 dB(A) log average @ 7 m (23 ft.) with full load at the prime rating. • Fuel tank includes the fuel level gauge; fuel fill with lockable cap, and • Internal -mounted silencer and flexible exhaust connector: norma(/emergency vents. • Fade-, scratch, and corrosion -resistant Kohler^? Power Armor" • The secondary containment tank's construction protects against fuel leaks or ruptures. The inner (primary) tank is seated inside the outer p automotive -grade textured finish. (secondary) tank. The outer tank contains the fuel if the inner tank • Stainless steel hinges and lockable latches on doors, leaks or ruptures. • Acoustic insulation that meets UL 94 HFI flammability classification Tank Specifications and repels moisture absorption: Diesel tank. capacity 923 L (244 gal,) • 110% environmental containment basin for fuel, oil, and coolant. DEF tank. capacity 43.3 L (11.4 gal.) Recommended DEF AUS 32 according to ISO 22241-1 135-429 (125REdEJ4) 2/115h , - r i - }< r .:13i F r I_t ..C, a .iF. n 1 .. h +11 T tsl .,= \ `r imamfP I FI ( , , l [ L I METRIC PRO -Ea 9 3ON ER Q rel i R i FI -r 4 1 1 ✓- IT. X..�c� - ; ,,y %. P f�tl d4 I, t r A< i l , Rif V 1 a -- _.. - -...._. {-- l jt r, I a \ I DIMENSION PRINT, 125-150 REOZJ4 ... J ., .. R .. ........ r -- ADV -8722 D i� � K KOHLER CO., Kohler, Wisconsin 53044 USA Kohler Power Systems Phone 920-457-4441, Fax 920-459-1646 Asia Pacific Headquarters For the nearest sales and service outlet in the 7 Jurong Pier Road US and Canada, phone 1-800-544-2444 Singapore 619159 KOHLERPower.c om Phone (65) 6264-6422, Fax (65) 6264-6455 Standard Features Literature • Alternator Protection ❑ General Maintenance • Batteries, Battery Rack, and Cables U NFPA Ito • Integral Vibration Isolation I] Overhaul • Local Emergency Stop Switch ❑ Production • Oil and Coolant Drain Extensions • Operation and Installation Literature Warranty Tier 4 Final Technologies Applied U 2 -Year Basic Limited (] 2 -Year Prime Limited • Diose! Oxidation Catalyst (DOC) • 5 -Year Basic Limited. Particulate Diesel Parttcto Filter (DPF) ( • High Pressure Common Rail (HPGR) ❑ 5 -Year Comprehensive Limited • Selective Catalytic Reduction (SCR) Cather Options • Variable Geometry Turbocharger (VGT) ❑ Available Options i] Approvals and Listings ❑ ❑ CSA Certified UL2200 Listing (requires standard skid) Controller U 15 -Relay tory Contact Electrical System ❑ Battery. Chargers, Equalize/Float Type (qty. 2) ❑ Battery Heater Pad and Wrap: U Block Heater: 1800 W, 120 V: 1 ph. Fuel System ❑ Two -Way Fuel valve (for connection of a user -supplied external fuel tank) Dimensions and Weights Skid Overall Size, L x W x H; mm (in.): 3531 x 1191 x 2276 ] Field Draggabie Skid Standard Skid (139.0 x 46.9 x 89.6) (heavy gauge steel skid with integrated drains and pull bars) Weight, with engine fluids (no fuel), kg (ib,)s 3501 (7719) ] Load Lugs (two per phase 06-350MCM, 400 amp) Overall Size, L x W x H, mm (in.): 3835 x 1191 x2276 Miscellaneous Field Draggabie Skid (151:0 x 46.9x 89.6) J Engine Fluids Added Weight, with engine fluids (no fuel), kg (IL) 3570 (7870) H 1� ❑ L J NOTE: This drawing is prodded for reference only and should not beused for rrlanning. Conrad your local dtsb buto for more detailed IMannation. U DISTRIBUTED BY: 'r"2016 by Kohler Co. All rights reserved. 95-425 (125REOZJ4) 2/1eb SEAL DATE: 07/03/17 00 00 9s rr Nawwaw / f f Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copyright 2017 Elite Universal, LLC. All t5 his Reserved. CONSULTANT 6o Z~ - o 0) 0 z X Z C -moo �- < N t_ � Lu N Lu CoOd ��.. q �- W C Y M ®- a V rJ ��.CuNwE. Z _ V Z �e CD - N Lu 9.2 „-"EoQ N wpm c°OU3 m ZCID worn 3 i m C 1- U < �o K FArn EUJO. L13J PROJECT A V1 VL � w ~ �N/ r� Q LJ. O Q O W LL LU0 Q O �^ - LL O ~ LL , C:) hal I/ to Q ~ U) hal SEAT. NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E502 Elite Universal Job No. 08009 WHITE/ORANGE 1 ORANGE 2 WHrrE/GREEN 3 O 0 CAT. 6 PATCH CABLE WITH RJ45 BLUE 4CD CONNECTORS BY CONTRACTOR CONNECT TO ALL LIGHTING 4,000 FT MAX IN CONDUIT % ®O 8 BROWN ®O 8 BROWN LOCATOR LIGHT BRANCH CIRCUITS ' 7 WHITE/BROWN 7 WHITE/BROWN o o ON LINE INDICATOR 6 GREEN WHITE/BLUE 5 6 GREEN 2 LINES OF ❑ 2O 5 WHITE/BLUE GREEN 6 O 5 WHITE/BLUE ENGRAVING ADD END -OF -UNE TERMINATOR TO 8 CHARACTERS / LINE o o FIRST AND LAST DEVICE ON BUS T an ' BROWN 7 ❑ ❑ DTC 2400 a BROWN � CHELSEA DIGITAL SWITCH LINK -TO PC /ETHERNET RJ45 CONNECTOR PINT LIGHT o 2 RJ45 BUS CONNECTORS E.C. TO NOTE MODEM PHONE REFER TO PLANS FOR REFER TO PLANS FOR L/ 4 BLUE 11 4 BLUE NUMBER ON TELEPHONE JACK LOCATION, SIZE AND QTY. LOCATION, AND QTY. PUSH BUTTONS 3 WHITE/GREEN 3 WHITE/GREEN TERMINATOR ® PATCH �� ETHERNET BASED LOCAL AREA WITH2 ORANGE 2 ORANGE MODEM M� H2 DRP CONNECTORS NETWORK USING TCP/IP DIGITAL BUS CONNECTORS 1 WHITE/ORANGE DIGITAL BUS CONNECTORS 1 WHITE/ORANGE GR1416 LT INT 16NCL REMOTE DV BY CONTRACTOR FOR GRAPHICAL CONTROL OF RJ45 CONNECTOR RJ45 CONNECTOR O GR 2400 MASTER RELAY PANEL SM NEI SITE AND INTERIOR LIGHTING 0 WITH DTC CLOCK AND MODEM REFER TO PLANS FOR 1 4 124 AWG TO ANALOG NOTES: LOCATION, SIZE AND QTY. NOTES: LOCATION, JACK TO BE RJ45 DIGITAL. BUS CONNECTORS AREO RJ45 CONNECTORS USE THE SAME 1. DAISY -CHAIN CAT. 5 PATCH CABLE 3. UP TO 4,000 FT TOTAL BUS LENGTH. H1 SRP MOUNTED WITHIN 12" OF PANEL LOCATED ON EVERY DIGITAL DEVICE COLOR CODING AS ETHERNET, AND ARE WITH RJ45 CONNECTORS FROM DIGITAL 1. SWITCH BUTTONS ARE FACTORY 4. SWITCH LINKED TO THE GR 2400 DIGITAL GR2432 INT 12NCL 1ODPNC DTCMOD DV (DIGITAL DEVICES ARE DEFINED AS: MADE AS STRAIGHT THROUGH CABLES. DEVICE TO DIGITAL DEVICE. 4. CRIMP AND TEST EACH CABLE WITH ENGRAVED. BUS VIA CAT. 5 PATCH CABLE WITH RJ45 SM NEI RELAY PANELS, DIGITAL SWITCHES AND CROSS OVER CABLES WILL CAUSE A LAN CIRCUIT TESTER PRIOR TO CONNECTORS. ALL DIGITAL ACCESSORIES). SYSTEM FAILURE. ALL CABLES 2. REFER TO MANUFACTURERS INSTALLATION. 2. PUSH BUTTONS MAY CONTROL ANY SUPPLIED BY CONTRACTOR. INSTRUCTIONS FOR LONG DISTANCE RELAY(S) IN ANY COMBINATION. 5. DECORA STYLE FACE PLATE BY RUNS BETWEEN DIGITAL DEVICES. CONTRACTOR. LIGHTING CONTROLS SINGLE LINE DRAWING - GR 2400 SYSTEM 3. LID PILOT LIGHTS INDICATE STATUS. N.T.S TYPICAL LOW VOLTAGE NETWORK HOOK UP-RJ45 CONNECTORS CHELSEA DIGITAL SWITCH DETAIL N.T.S LIGHTING CONTROLS SYSTEM SPECIFICATION 1. LIGHTING CONTROL SYSTEM SHALL BE DIGITAL AND CONSIST OF A MASTER LCP WITH UP TO 48 INDIVIDUAL RELAYS, ALL SYSTEM COMPONENTS SHALL CONNECT IN A USY CHAIN" STYLE CONFIGURATION AND BE CONTROLLED VIA CATEGORY 5 PATCH CABLE WITH RJ45 CONNECTORS, PROVIDING REAL-11ME TWO-WAY COMMUNICATION WITH EACH SYSTEM COMPONENT. ANALOG SYSTEMS ARE NOT ACCEPTABLE. IF INDICATED ON THE PLANS, LIGHTING CONTROL SYSTEM SHALL BE ABLE TO FULLY INTEGRATE SMARTBREAKER PANEIBOARDS. ALL CABLES SUPPLIED BY CONTRACTOR. 2. RELAY PANELS SWILL BE PRE -WIRED, PRE -ASSEMBLED, PREPROGRAMMED AND LISTED TO UL 916 (NORMAL) OR ETL LISTED TO UL924 (EMERGENCY). PANELS SHALL BE PROVIDED WITH DUAL VOLTAGE POWER SUPPLY AND 16 GAGE BARRIERS TO SEPARATE HIGH AND LOW VOLTAGE, NORMAL AND EMERGENCY POWER. 3.STANDARD RELAYS SHALL HAVE NORMALLY CLOSED (NC) CONTACTS RATED FOR 120/27N 20A TUNGSTEN,BALLAST OR HID. STANDARD RELAYS SHALL BE ZERO -CROSS TYPE. NO EXCEPTIONS. OPTIONAL. 60OV, 2 -POLE RELAY, NO OR NC, AND 347 SINGLE POLE RELAY SHALL BE AVAILABLE. 4. ALL INCANDESCENT LIGHTING CIRCUITS SWILL BE CONTROLLED BY A NC/SOFTSTART RELAY. NO EXCEPTIONS. 5. RELAY PANEL ELECTRONICS SHALL PROVIDE CURRENT VISUAL STATUS AND CONTROL OF EACH RELAY OR ZONE. ALL SYSTEM CONTROL ELECTRONICS SHALL STORE PROGRAMMING IN A NON-VOLATILE MEMORY AND PROVIDE 10 YEAR BATTERY BACK UP FOR TIME OF DAY. 6. LIGHTING CONTROL SYSTEM SHALL CONSIST OF MASTER CONTROLLED BY A 32 -CHANNEL DIGITAL TIME CLOCK (DTC) THAT CONTROLS AND PROGRAMS THE ENTIRE LIGHTING CONTROL SYSTEM. THE DTC SHALL SUPPLY ALL TIME FUNCTIONS AND ACCEPT OTHER INPUTS. THE DTC SHALL ACCEPT CONTROL LOCALLY USING BUILT IN BUTTON PROMPTS AND USE OF AN 8 LINE 21 -LETTER DISPLAY, FROM A COMPUTER, MODEM, ETHERNET OR INTERNET. ALL COMMANDS SHALL BE IN PLAIN ENGLISH. HELP PAGES SHALL DISPLAY ON THE DTC SCREEN. 7. ALL SWITCHES SHALL COMMUNICATE VIA RS 485, CAT 5 PATCH CABLE WITH RJ45 CONNECTORS. CONTACT CLOSURE STYLE SWITCHES ARE NOT ACCEPTABLE. ANY SWITCH BUTTON FUNCTION SHALL BE ABLE TO BE CHANGED LOCALLY (AT THE DTC OR A PC) OR REMOTELY, VIA MODEM, ETHERNET OR INTERNET. REFER TO SINGLE LINE DIAGRAM FOR WIRING DETAILS. SWITCHES WHICH CANNOT BE PROGRAMMED REMOTELY SHALL NOT BE ACCEPTABLE 8. INTERIOR PCI SHALL PROVIDE READOUT ON THE DTC SCREEN IN PHOTOCELL. EXTERIOR PCO OR INTER ELI. (PCI), NUMBER VALUES ANALOGOUS TO FOOT-CANDLES. EACH PHOTOCELL SHALL PROVIDE A MINIMUM OF 14 TRIGGER POINTS. EACH TRIGGER CAN BE PROGRAMMED TO CONTROL ANY RELAY OR ZONE. EACH TRIGGER SHALL BE SET THROUGH DTC, LOCALLY OR REMOTELY. PHOTOCELLS THAT REQUIRE THE USE OF SET SCREWS OR MANUAL ADJUSTMENTS AT THE PHOTOCELL CONTROL CARD SHALL NOT BE ACCEPTABLE 9. LIGHTING CONTROL SYSTEM INTERFACES TO INCLUDE A DRY CONTACT INPUT INTERFACE, BMS INTERFACE, DIMMING SYSTEM INTERFACE, ETHERNET/INTERNE? INTERFACE AND AN INTERFACE TO SMAREBREAKE R PANEL_ BOARDS. VERIFY AND INSTALL ONLY THOSE INTERFACES INDICATED ON THE PLANS. 10. STANDARD LIGHTING CONTROL SYSTEM SOFTWARE, PRE-INSTALLED INTO THE DTC, SHALL CONSIST OF AND USE STANDARD GRAPHICAL MANAGEMENT SOFTWARE (GMS) PAGES. GMS SOFTWARE SHALL PROVIDE VIA LOCAL OR REMOTE PC A VISUAL REPRESENTATION OF EACH DEVICE ON THE BUS, SHOW REAL TIME STATUS AND THE ABILITY TO CHANGE THE STATUS OF ANY INDIVIDUAL DEVICE, RELAY OR ZONE OPTIONAL SOFTWARE THAT ACCEPTS JOB SPECIFIC GRAPHICS SHALL BE AVAILABLE NO EXCEPTIONS. 11. START UP: EC SHALL CONTACT LC&D AT LEAST 7 DAYS BEFORE TURNOVER OF PROJECT. LC&D WILL REMOTELY DIAL INTO THE LIGHTING CONTROL SYSTEM, RUN DIAGNOSTICS AND CONFIRM SYSTEM PROGRAMMING. EC SHALL BE AVAILABLE AT THE TIME OF DIAL IN TO PERFORM ANY CORRECTIONS REQUIRED BY LC&D. EC IS RESPONSIBLE FOR COORDINATING WITH GC AND THE OWNER, THE INSTALLATION OF A DEDICATED TELEPHONE LINE OR A SHARED PHONE LINE WITH A/B SWITCH. PHONE JACK TO BE MOUNTED WITHIN 12" OF MASTER LCP. LABEL JACK WITH PHONE NUMBER. EC SHAM. CONNECT PHONE LINE FROM JACK TO MASTER LCP. NO EXCEPTIONS. 12. TELEPHONE FACTORY DIAL-UP SUPPORT SHAM. BE AVAILABLE AT NO ADDITIONAL COST TO THE EC OR OWNER BOTH DURING AND AFTER THE 3 YEAR WARRANTY PERIOD. FACTORY TO PREPROGRAM THE LIGHTING CONTROL SYSTEM PER PLANS AND APPROVED SUBMITTAL THE LIGHTING CONTROL MANUFACTURER, AT NO ADDED COST, SHALL PROVIDE ADDITIONAL PROGRAMMING VIA MODEM AS REQUIRED BY THE EC OR OWNER FOR THE OPERATIONAL LIFE OF THE SYSTEM. MANUFACTURER WARRANTS THAT THE DTC SOFTWARE CAN BE UPGRADED AND MONITORED REMOTELY. NO EXCEPTIONS. 13. SHOP DRAWINGS: SUBMIT DIMENSIONED DRAWINGS OF LIGHTING CONTROL SYSTEM AND ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, RELAY PANELS, SWITCHES, DTC, PHOTOCELLS AND OTHER INTERFACES. DRAWINGS SHALL INDICATE EXACT LOCATION AND PROGRAMMING OF EACH DEVICE INDICATE ALL TIME SCHEDULES AND SWITCH BUTTON ENGRAVING. % LIGHTING CONTROL SYSTEM TO BE MANUFACTURED BY LIGHTING CONTROL & DESIGN, LOS ANGELES, CA (800) 345-4448. PANEL "HPH" ALL MAKE UP WORK TO BE DONE IN LINE VOLTAGE GUTTER BREAKER -, CONDUCTOR rNJ ha��mmoqi`�, N.T.S CONNECT TO ALL LIGHTING BRANCH CIRCUITS TO LOAD LIGHTING CONTROL PANEL "LCP-1" nC>1-14 - F120/277V INPUTS FOR PANEL ELECTRONICS LINE VOLTAGE CONDUIT 120 OR 347 IN CANADA FROM PANELS TO GUTTER NEUTRALS SHALL BE ROUTED THROUGH GUTTER 6 GUTTER PROVIDE 3/4' CONDUIT STUBBED ABOVE LUG OR MAIN BREAKER NEUTRAL BAR ENCLOSURE SIZE: 20"W x 6"D x 25.5"H UP TO 32 RELAYS ENCLOSURE SIZE: 20'W x 6'D x 37.5'H UP TO 48 RELAYS TYPICAL LOW VOLTAGE HOOK UP GR 2400 PANEL TO BREAKER PANEL N.T.S OVERVIEW T're GR 2400 Reiay Panel i t, r . of ti E ex art,:ve 6R 24s0 sysre€n and is a 100 aig.tal Solution to ii Citing contr} . idea to. centrali ed a flei afnplicafuns, t..e CR 1400 Relay Panel can link up to 127 addressses o"digital devices, includinct ether 1::.0 panes and switches, rwh,:' daiV- cha n togetherin aril i se ueixe using Cat, 5 patch rabies va th s,:.'; connector;. FEATURES Astrom r, n Viral timet dock tlth 32-cha nr e s anti a laf .e dip 3y 121 X 8 E :araCte s) tOtich, can be i Sar t0 program aN entre sys eni, 1?n vv.at..e memon holCs all prUcran m ny indefl l t°dy, m 10 war battery back-up ..,r time occlav • Modem *or basic plot}ramming changes Mixed voltage ill20V, 2770), Normal aaricl Eilictgeil,q power cont-roillabEity • tv ar,ual override of the en4me pastel, irdivicu l relays and ztanes Warranty Three year fnt ed i�;rf my, amplptr vvii r fanty tu.ris itocztel i. Nate ActUal petfnrm Tre may r I*te. as a result of e ?d ut er en ir,,.#n•: tit and apritcati011. Sre<. icttI,nssob,e t...iiar9k w. i 4 noutn0ce WRvE IN(:INFORMAHON is C, t }iFv:C 4 h..etse H 3 tfrs err €,sect • Ut ar:d cJL 4l5 listed CEILING FOR CAT. 5 PATCA ,- 1E Tj1RJ45 CONNECTM BY CONTRACTOR f t € i stP to U€. y2 T iCt sr f. _ coil' ;L. 'y t LU 16 GAGE STEEL • N=l�1ii4 .X 1'2 -2 : �v x 3c", x 8"d • N, rm3 ly Oper-(NOU Bra t'#.y kal €ayar HIGH / LOW • N„ rf ly C e d(NCL •:t ..t.: NkG r lib's • NE'VIA" 20' w x 3' ' h x,16` d VOLTAGE BARRIER 6211ro7nzrn,r • ?J1�i477 44 rix48 h><1€;"d e at r • Dtouble Th.ow 20A 27. drat; • R..45 connectors ;��� ■ .. yUz fait)rl 7lifee yeaf lnrted warra:tty. Complete warrar?ty CLOCK pi�j:DTC s..ri.,.£ m 4n., i.lq.ef IC.<k! €ti r;DG C, NUMA 1 (MASTER PANEL ONLY) � 1�tvr.l ri2Csnllrt:rs.'Terms ui:td cCtni:€tEL3ns.asnx. INBUS software CONNECTORS r r ■ ■ end userenvifonmeti and application. • 20A@110Un, 7i>ngs(rt r ■ 1 ■ � • Peiattveilutriidity:trt9:.%no.;coinder'ising r :I1703 71 Q : 0X11: : : til: • Rated 250,000, Clcies ,; a 1# t i Ref Pan€ a *i oe ei` Rax >r 4 c s : Cfa k l•a. 3ra ai• a rArt n c •sta eHa it rrler Gh21448,:NT 48y.nte ,f Igty'NCL ' 1ma {<1•rS^f.:8.:€r ?a u'c D;: !ta ,tf.. de;! D .,.,I ac xw 119 1WIN til (:p ... t� n�71 : ":# t ii€1Y tJl _. a" rVfiftn? 1 ar:211 fatUtit!i: LITCM ( 11i J 1 dl i.^:? L, 12�;7y 1; 1V� 1 I ?;'ria( `1#Y it 1,ESc ;Nita mcactF Dal rrnnl dqi[I CN0V 12 3-':%W r • • ■ ■ i 1IRELAY ,gYt�0 r �!�� , • - • til; W16 a r. er< igty;ft7P peat y.;.a.;, 32 1 • 48 RELAY • r 4-01 Er, ; • 0 CONTROL CARD LUG OR MAIN BREAKER NEUTRAL BAR ENCLOSURE SIZE: 20"W x 6"D x 25.5"H UP TO 32 RELAYS ENCLOSURE SIZE: 20'W x 6'D x 37.5'H UP TO 48 RELAYS TYPICAL LOW VOLTAGE HOOK UP GR 2400 PANEL TO BREAKER PANEL N.T.S OVERVIEW T're GR 2400 Reiay Panel i t, r . of ti E ex art,:ve 6R 24s0 sysre€n and is a 100 aig.tal Solution to ii Citing contr} . idea to. centrali ed a flei afnplicafuns, t..e CR 1400 Relay Panel can link up to 127 addressses o"digital devices, includinct ether 1::.0 panes and switches, rwh,:' daiV- cha n togetherin aril i se ueixe using Cat, 5 patch rabies va th s,:.'; connector;. FEATURES Astrom r, n Viral timet dock tlth 32-cha nr e s anti a laf .e dip 3y 121 X 8 E :araCte s) tOtich, can be i Sar t0 program aN entre sys eni, 1?n vv.at..e memon holCs all prUcran m ny indefl l t°dy, m 10 war battery back-up ..,r time occlav • Modem *or basic plot}ramming changes Mixed voltage ill20V, 2770), Normal aaricl Eilictgeil,q power cont-roillabEity • tv ar,ual override of the en4me pastel, irdivicu l relays and ztanes Warranty Three year fnt ed i�;rf my, amplptr vvii r fanty tu.ris itocztel i. Nate ActUal petfnrm Tre may r I*te. as a result of e ?d ut er en ir,,.#n•: tit and apritcati011. Sre<. icttI,nssob,e t...iiar9k w. i 4 noutn0ce WRvE IN(:INFORMAHON is C, t }iFv:C 4 h..etse H 3 tfrs err €,sect • Ut ar:d cJL 4l5 listed fiE f t € i stP to U€. y2 T iCt sr f. _ coil' ;L. 'y t LU circuit use} • N=l�1ii4 .X 1'2 -2 : �v x 3c", x 8"d • N, rm3 ly Oper-(NOU Bra t'#.y kal €ayar 48 • N„ rf ly C e d(NCL •:t ..t.: NkG r lib's • NE'VIA" 20' w x 3' ' h x,16` d • T,�to Pore t4J G. . OI I_ 6211ro7nzrn,r • ?J1�i477 44 rix48 h><1€;"d e at r • Dtouble Th.ow 20A 27. drat; • R..45 connectors • N"NIA M ,. 'w x -48"fit x 0',d Pu4l-'r Supply inputs ♦ 120/2, . 'VAC of 120/347V yUz fait)rl 7lifee yeaf lnrted warra:tty. Complete warrar?ty Standard Pndost:fi,,7ype ^.9 N F4 Sjrf.ice?A nt NOMAAI s..ri.,.£ m 4n., i.lq.ef IC.<k! €ti r;DG C, NUMA 1 Vi 0 -TC or i%i th K via Ll it 2 lighting control � 1�tvr.l ri2Csnllrt:rs.'Terms ui:td cCtni:€tEL3ns.asnx. feldyS software v}ccgt'+'t vnlmzY f sed "ot • ,3Cr 2. Ii+A BallastETsaont,7err end userenvifonmeti and application. • 20A@110Un, 7i>ngs(rt tilTiuic::.L si lstt - ,� .3 ir) P I q • 20A'347VAC8ailast • Peiattveilutriidity:trt9:.%no.;coinder'ising • SCCR18M@ 277VA • Rated 250,000, Clcies a 1# t i Ref Pan€ a *i oe ei` Rax >r 4 c s : Cfa k l•a. 3ra ai• a rArt n c •sta eHa it rrler Gh21448,:NT 48y.nte ,f Igty'NCL ' 1ma {<1•rS^f.:8.:€r ?a u'c D;: !ta ,tf.. de;! D .,.,I ac xw .,:tnk] var-..rt ; (:p ... t� n�71 : ":# t ii€1Y tJl _. a" rVfiftn? 1 ar:211 fatUtit!i: LITCM ( 11i J 1 dl i.^:? L, 12�;7y 1; 1V� 1 I ?;'ria( `1#Y it 1,ESc ;Nita mcactF Dal rrnnl dqi[I CN0V 12 3-':%W ,gYt�0 y isn 7ftlr . , W16 a r. er< igty;ft7P peat y.;.a.;, 4V3 Er, ,gt,;S°01 singe Pate Pel:n!c t€iiNeF l; ;ytyS.fi.TC ..arts a:l a Fla+{Raid e rcu#y,a1a:,.,.te',t7o:;., toqgar.:GF,,JJ.: ^.aceW0•3.,t:im5 ,t.,:,::.;h n...,.. _ ..,.1�:�G: ,.. ,ih„.w,.n: ,(.:n'7..<.se.J.,,,_;'€ 7af[. WALL I H (BLACK) N (WHITE) OVERVIEW 1`01277VAC or 1 2W;_, WAC DTC: 31rnaaae ac tayt.-A ncl -,.:.-i:,o:k atfess ittid #lC ,..3?f+C'7F It .h .tt ,Yc £�1 Moderm ........... Rto 7r c rri u7g • 7c<ac..e, ac t.. aas,,. Pf Bus Connectors 1R;45 cofm�clx� Lighting Relays ... .......... N,,iinlyC d(NCL), 130A. 77W3a1€as, a:7,,1200 71.fa;r,2P1k311'.:lr:ii_,, SC?R I ak? i@1 _. r, Rat . LJ FtcFs Optional Relays. P NO of NC(w80La , D,,:.hlcThum 201t27 VA", High/Low ow Voltage Barrier: 5 ::.ae tee:; Seismic Certification: t If 15 caiiiiti4i office < w 10 ve-'+pi -:tt i11`,D at Sit..,titP, appivval f,3P...,91 Evi,kiated pet rte recti -.aer , c 2 t�raf N3 t erre ec s , 1 > c tAn czDf G4,; tgf :,,: airiit c, leaf t1t e rSUH!7 05 Terra c L E- Ai_ ] Title 24 System Component SPECIFICATIONS i, -. F ley it7rt n t r!t tr e or i-icin d cn manual control )f zones Qr temoe..leb3d plate rrd, .our; r -1q ) Er Ii)s #re `Lm e .sinus H 3 tfrs err €,sect • Ut ar:d cJL 4l5 listed fiE f t € i stP to U€. y2 T iCt sr f. _ coil' ;L. 'y t LU circuit use} i, -. F ley it7rt n t r!t tr e or i-icin d cn manual control )f zones Qr temoe..leb3d plate rrd, .our; r -1q ) Er Ii)s #re `Lm e .sinus H 3 tfrs err €,sect • Ut ar:d cJL 4l5 listed 22 relays f t € i stP to U€. y2 T iCt sr f. _ coil' • NE -MA; 20:hi x 2.. ' h z,6" � . LU circuit use} • N=l�1ii4 .X 1'2 -2 : �v x 3c", x 8"d • N, rm3 ly Oper-(NOU Bra t'#.y kal €ayar 48 • N„ rf ly C e d(NCL • 6405 (CR 2400 bus) r lib's • NE'VIA" 20' w x 3' ' h x,16` d • T,�to Pore t4J G. . OI I_ 6211ro7nzrn,r • ?J1�i477 44 rix48 h><1€;"d e at r • Dtouble Th.ow 20A 27. drat; • R..45 connectors • N"NIA M ,. 'w x -48"fit x 0',d Pu4l-'r Supply inputs ♦ 120/2, . 'VAC of 120/347V yUz fait)rl 7lifee yeaf lnrted warra:tty. Complete warrar?ty Standard Pndost:fi,,7ype term s located ar 4f:rs'e'v acct t4i;i'an�i; Ci2tr�r: s..ri.,.£ m 4n., i.lq.ef IC.<k! €ti r;DG C, NUMA 1 Vi 0 -TC or i%i th K via Ll it 2 lighting control � 1�tvr.l ri2Csnllrt:rs.'Terms ui:td cCtni:€tEL3ns.asnx. feldyS software eOtP hY:Ucl erfC i.:anCn may ieru3.may, t .2f vnlmzY f sed "ot • ,3Cr 2. Ii+A BallastETsaont,7err end userenvifonmeti and application. • 20A@110Un, 7i>ngs(rt tilTiuic::.L si lstt - ,� .3 ir) P I q • 20A'347VAC8ailast • Peiattveilutriidity:trt9:.%no.;coinder'ising • SCCR18M@ 277VA • Rated 250,000, Clcies StaiAardi. CR240. ane: 7 c.f 1 1 :� t.i:' . � S i! t i 1 �r rr ,: 72: 'a�d -mn i 't, a. .. tttikt7 # i1rt; 5 .. .. ,� i. ;3,..t1 7< ,t:ct.i.,v. :.wi _ �. ,. , 1 .,....L..53S �4�5 w Wa f _ : 9 ,c..is 3 . Ft � .,..c+. ,... 25"S LIGHITNG CONTROL PANEL DETAILS N.T.S. H (BLACK) H (BLACK) POWER 1ST 2ND PACK OCCUPANCY OCCUPANCY ODP7-070 SENSOR SENSOR (AS REQUIRED) OCCUPANCY SENSORS: LEVITON OSC10-MO POWER PACK: LEVITON ODP7-070 ADD -A -RELAY: LEVITON ODAOO-000 TO LUMINAIRES N (WHITE) Ceiling Occupancy Sensor Detail TYPICAL OCCUPANCY SENSOR DETAILS N.T.S 31 l TEST SWITCH WALL SWITCH TEST SWITCH H AC BALLAST EMERGENCY BALLAST R RED INDICATOR LIGHT N UNSWITCHED FIXTURE SWITCHED FIXTURE Emergency Ballast Details WALL SWITCH I SENSOR LEVITON SEAL DATE: 07103/17 ODSOD-IDA (RED) 11%%J11111111 t��� H (BLACK) �* .,AF " ie TO MORE LUMINAIRES ' �`�` Q+ �.•*"*ie'*••.+fe' (IF NEEDED) •*' t�„�CEA%+�ls�*'• t 'I. 11110. (RED) (BLUE) S60* S STATE or t ' TO LUMINAIRES`"a. C ••. �4* N (WHITE) ',�4,, ,+ °*•.,....•*• +lam Wall Sensor Detail 1 NawwafAhmad, PE F FL - 56095 ARCHITECTURE - ENGINEERIN) - INTE MORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.el iteu niversalarchitects.00m ®C.W11i 2017 Bite UW, LLC. AI Po hnivts Resnad. CONSULTANT Wk x Z ul W Wz m N O O m g- t. mcg W - pt n� N C d C w LLI im 'n W Y 2-r.. tY W L 9 �iQ:EEoQ N W m C?U 3 m ZW O to 3 U 10 < co 0 z ti �Wa L_QJ PROJECT A W LU I4 Q M 0 H Q W .)0<0 _,�woa �LLLL ISI D O Z � I- M0oLLU CQ u� ^/ LID Q 00 U) U) W LU cU Q _U U W J W NAWWAFAHMAD, PE FLORIDA P.E. #56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: MRB CHECKED BY: NA DATE: XXXXXXX SHEET: E503 Elite Universal Job No. 08009 SPECIFICATIONS: SEE DIVISION 22 PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS "PLUMBING SPECS." GENERAL NOTES 1. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO: 2012 INTERNATIONAL BUILDING CODE, 2012 INT'L PLUMBING CODE. 2012 INT'L MECHANICAL CODE AND THE 2011 NEC. 2• CONTRACTOR SHALL GIVE 24 HOUR NOTICE IN WRITING TO, AND RECEIVE WRITTEN APPROVAL, FROM THE BUILDING ADMINISTRATOR (OR HIS REPRESENTATIVE) PRIOR TO SHUT DOWN OF ANY SYSTEM OR DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE THE EXACT LOCATION AND TIMING OF SYSTEM(S) SHUTDOWN POINTS WITH THE OWNER REPRESENTATIVE (IE: ENGINEERING DEPARTMENT) CONTRACTOR SHALL MAKE EVERY EFFORT POSSIBLE TO MINIMIZE THE DURATION OF ANY DOWNTIME OR DISRUPTION PERIOD. 3• THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 4• METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON CIVIL DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0' FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CON- TRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. (INC. CLEAN- OUTS, INCREASES, BACKWATER VALVES, ETC.) 5• SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 6• SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINAGE. 7• REFER TO ARCH PLANS FOR ALL FIRE RATED FLOOR AND WALL PENETRATION DETAILS. 8• CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 9. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 10. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 12. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 13. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. ALL PENETRATION FOR ALL PIPING THRU FLOOR SLAB SHALL BE WATERPROOFED. 15. ALL WATER SUPPLY, SANITARY AND STORM PIPING SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 17. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 18. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0' FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. 19. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24' ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. 20. PLUMBER SHALL BE LICENSED BY STATE AND LOCAL AUTHORITIES TO INSTALL FUEL GAS PIPING. 21. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 22. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 23. THIS CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS OF EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED HE MUST, AT THE TIME OF BIDDING, SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL 24. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 25. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 26. ALL DRAINAGE PIPING OVER 2' IN DIAMETER SHALL HAVE A 1/8' PER FOOT AND ALL DRAINAGE PIPING 2' OR LESS IN DIAMETER SHALL HAVE A 1/4' PER FOOT SLOPE UNLESS OTHERWISE NOTED. 27. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. (IE: THE FOLLOWING FITTINGS SHALL BE PROHIBITED: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION). 28. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 29. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 8' MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8' MINIMUM CLEARANCE. 30. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 31. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 32. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. 33. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0' FROM ANY AIR INTAKES. 34, INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE AND BATTERY OF FIXTURES AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS - SIOUX CHIEF, PRECISION PLUMBING PRODUCTS INC., FOR 1-11 F.U.'S PROVIDE PDI -A, 12-32 F.U.'S PDI -B, 33-60 F.U.'S PDI -C, 61-113 PDI -D. 35. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 36. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 37. ALLOWING FITTINGS SHALL BE PROHIBITED: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK. IN GENERAL, USE OF SHORT -RADIUS FITTINGS FROM BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 38. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL ON THE NATIONAL SANITATION FOUNDATION. 39. THE MATERIALS RECOMMENDED FOR SOIL AND WASTE PIPING, INSTALLED ABOVEGROUND WITHIN BUILDINGS, ARE COPPER ALLOY, COPPER, CAST IRON (HUB -AND -SPIGOT OR HUBLESS), GALVANIZED STEEL, AND PVC. UNDERGROUND BUILDING DRAINS SHOULD BE CAST IRON SOIL PIPE, HARD -TEMPER COPPER TUBE, ABS, PVC, PVDF, OR DWV PATTERN SCHEDULE 40 WITH COMPRESSION JOINTS OR COUPLINGS, INSTALLED WITH A MINIMUM COVER OF 12 INCHES 40. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 41. PROVIDE 1/2' C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED. 42, PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. 43. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES AND/OR MAINS SERVING FIXTURES AND/OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. IT IS RECOMMENDED THAT A VELOCITY BETWEEN 5 AND 8 PER SECOND BE MAINTAINED. 44. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE INSULATED. 45. INSULATE ALL A/C UNIT REFRIGERANT SUCTION PIPING, HEAT PUMP UNIT REFRIGERANT SUCTION AND REFRIGERANT LIQUID PIPING, METAL DOMESTIC COLD WATER PIPES, METAL STORM DRAIN LEADERS AND METAL CONDENSATE DRAIN PIPES WITH 1' THICK (UNLESS OTHER THICKNESS IS SPECIFIED) CLOSED CELL ELASTOMERIC INSULATION. 46. PROVIDE CLEAN OUTS AS REQUIRED BY CODE AND AHJ. PROVIDE AT INTERVALS AS REQUIRED BY CODE AND MJ. PROVIDE CLEAN OUTS AT THE BASE OF SANITARY STACKS, STORM LEADERS, CONDENSATE DRAIN RISERS AND GREASE WASTE DRAINS MINIMUM 24' ABOVE FLOOR. 47. DO NOT LOCATE CLEAN OUTS IN SIDEWALKS. COORDINATE LOCATIONS PRIOR TO INSTALLATION. 48, PROVIDE TEMPERATURE MIXING VALVES FOR ALL SHOWERS AND HAND SINKS TO LIMIT TEMPERATURE TO 110'F. ABBREVIATIONS AD ACCESS DOOR HW HOT WATER AFF ABOVE FINISHED FLOOR HR HOUR APPROX APPROXIMATELY ID INSIDE DIAMETER ARCH ARCHITECTURAL LBS POUNDS AUTO AUTOMATIC MIN MINIMUM BLDG BUILDING NC NORMALLY CLOSED CD CONDENSATE DRAIN NIC NOT IN CONTRACT CLG CEILING NO NORMALLY OPEN CO CLEAN-OUT NTS NOT TO SCALE COND CONDENSATE OR CONDENSER PSI POUNDS PER SQUARE INCH CONT CONTINUATION PVC POLYVINYL CHLORIDE CMU CONCRETE MASONRY UNIT R RISE CW COLD WATER (CRY) REQ'D REQUIRED EL ELEVATION RM ROOM ELEC ELECTRIC SAN SANITARY -F DEGREES FAHRENHEIT SPEC SPECIFICATION ECO EXTERIOR CLEANOUT TEMP TEMPERATURE FCO FLOOR CLEANOUT TYP TYPICAL GAL GALLONS V VENT LINE GPH GALLONS PER HOUR VTR VENT THRU ROOF GPM GALLONS PER MINUTE W/ WITH HB HOSE BIBB W/0 WITHOUT HD HEAD WCO WALL CLEANOUT PLUMBING LEGEND DIRECTION OF FLOW IN PIPE PITCH PIPE DOWN IN DIRECTION OF ARROW PIPE UP PIPE DOWN BALL VALVE -i�F--- BALL VALVE - CHECK VALVE, HORIZONTAL SWING E CAPPED LINE - SAN SANITARY SEWER (ABOVE GRADE) - -SAN - - SANITARY SEWER (BELOW GRADE) - DOMESTIC COLD WATER -- DOMESTIC HOT WATER - - - - DOMESTIC HOT WATER RETURN - - CD - - CONDENSATE DRAIN (BELOW GRADE) CD CONDENSATE DRAIN (ABOVE GRADE) w�w VENT --G-- NATURAL GAS (BELOW GRADE) G NATURAL GAS (ABOVE GRADE) ~z 01 NEW POINT OF CONNECTION TO EXISTING O POINT OF REMOVAL FOR DEMOLITION HB Z-- HOSE BIBB FD ® FLOOR DRAIN FS ® FLOOR SINK �- FLOOR CLEANOUT -0 CLEANOUT D9 2 -WAY EXTERIOR CLEANOUT --� ( HORIZONTAL CLEANOUT SHOCK ABSORBER GAS APPLIANCE SHUT OFF VALVE SEAL DATE: 07103/17 a% %%%J11111111 I YO � i S(44TE J sY►�# \� +� -„+' OR10 _+Rai gp e��► wwwityN+tR! Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE -ENGINEERING -INTERIORS 3210S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. NI Rights Reserved. CONSULTANT PROJECT A w ti c� Q �O"O w�w LL Q �LL O a > l ~z 01 0OC� F■� `n Q MSI C0 a Z _0 I- ^ 5; W W � m 0 Z ¢ _ :5; (n w W 06 J � Q z Z W Lu LuLLJJ Z W SE/ Nawwaf Ahmed, PE FL - 56095 REVISIONS: # I DATE I DESCRIPTION DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 001 Elite Universal Job No. 08009 PLUMBING FIXTURE SCHEDULE FIXTURE FIXTURE TYPE WASTE TRAP VENT C.W. H.W. MANUFACTURER DESCRIPTION NO. INTAKE CONN. OPERATING WEIGHT CONN. CONN. CONN. / MODEL WC -1 WATER CLOSET 3" INTEG. 2" 1/2" - AMERICAN STANDARD CHAMPION PRO ELONGATED RIGHT HEIGHT TOILET. 1.28 GPF 30-1/4' x 30-7/8" 15 ADA DIRECT VENT NATURAL GAS 119 399900 576 120V-1PH 211AA. 104.020 (16-1/2" H RIM HEIGHT) FLOOR MOUNTED. BAN CROFT CLOSED FRONT TOILET SEAT 4" 855 63" H x 33" D A.O. SMITH BTH-400 NOTES: 1- PROVIDE A TEMPERATURE GAUGE IN THE DISCHARGE FROM EACH WATER HEATER AND A SEPARATE GAUGE IN THE COMMON SUPPLY WATER HEADER LEAVING THE DOMESTIC WATER HEATERS. 2- BERMIS MANUFACTURING CO. 1790OTDGSL ADA CERTIFIED. WC -2 WATER CLOSET 3" INTEG. 2" 1/2" - AMERICAN STANDARD CHAMPION PRO ELONGATED RIGHT HEIGHT TOILET. 1.28 GPF 30-1/4" x 30-7/8" ADA PROVIDE WATTS GT 60 EXPANSION TANK. WHITNEY 211 AA. 104.020 (16-1/2" H RIM HEIGHT) FLOOR MOUNTED. BAN CROFT CLOSED FRONT TOILET SEAT FS -1 FLOOR SINK SEE PLAN - - - - WATTS BERMIS MANUFACTURING CO. 1790OTDGSL ADA CERTIFIED. L-1 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" AMERICAN STANDARD OVALYN UNDERCOUNTER. 17"04"6-1/2" - UNDERMOUNT (CAST POLYMER OR GRANITE, 0496.221.020 SERIN CHROME POLISHED FAUCET, (MODEL 12064.131.002) 6" HIGH SINGLE HOLE MWB27 MOUNT. CONTROL MONOBLOCK, DECK MOUNT WITH RED/BLUE HANDLE, 1.50 GPM. TD -1 TRENCH DRAIN SEE PLAN - - - - ZURN Z793/Z-525 PROVIDE MAINLINE ML7001 1-1/4" BRASS P -TRAP WITHOUT CLEANOUT AND ML102EZ P -TRAP COVER. PROVIDE LAVATORY SUPPLY EQUAL TO MCGUIRE 2168CC. L-2 LAVATORY - ADA TYPE 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2' AMERICAN STANDARD SAME AS L-1 EXCEPT INSTALLED PER ADA GUIDELINES. 'AMERICAN STANDARD' 2 HANDLE FAUCET 0456.221 #2275.500, 4" CENTERS, C.P. METAL, TWO -LEVER HANDLE FAUCET. GRID STRAINER WITH TRD-2 TROUGH DRAIN 3" - - - - FLORIDA STAINLESS TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P -TRAP AND SUPPLIES WITH TW -1 TERMOSTATIC MIXING VALVE - - - 1-1/2" 1-1/2" ARMSTRONG 'TRUEBRO' INSULATION KIT. L-3 LAVATORY - ADA TYPE 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2' AMERICAN STANDARD LUCERNE 20" x 18" WALL HUNG, VITREOUS CHINA WITH INTEGRAL BACKSPLASH. TMV-2 2 HANDLE FAUCET - - - 3/4" 1" 0355.012 'AMERICAN STANDARD' 12275.500, 4" CENTERS, C.P. METAL, TWO -LEVER HANDLE 5-400 FAUCET. GRID STRAINER WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAF r ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P -TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. 'ZURN' 1231 CAST IRON FLOOR MOUNTED CARRIER FITTING WITH CONCEALED ARMS. S-1 SINK 2" 1-1/2* 1-1/2" 1/2* 1/2" DAYTON 15" x 15" SINGLE COMPARTMENT SINK, 6" DEEP BOWL, 2 HOLES, #20 GAUGE, TYPE SS BAR SINK DSEP1515C 304 NICKEL BEARING STAINLESS STEEL, SELF RIMMING. 'CHICAGO' 1786 -CP, C.P. DECK MOUNTED FAUCET WITH GOOSENECK SPOUT, WRISTBLADE HANDLES. C.P. STRAINER WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. S-2 SINK 2" 1-1/2- 1-1/2- 1/2- 1/2- ELKAY 20" x 22" SINGLE COMPARTMENT SINK, 6" DEEP BOWL, 1 HOLE, #18 GAUGE, TYPE SS SINGLE KITCHEN LRAD2022 304 NICKEL BEARING STAINLESS STEEL, SELF RIMMING. 'CHICAGO' 12300 -CP, C.P. SINGLE CONTROL LEVER HANDLE FAUCET. C.P. STRAINER WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. UR -1 URINAL 2" 2" 1-1/2" 3/4" - KOHLER 4960 -ET VITREOUS CHINA, WHITE, WALL HUNG WASHOUT FLUSH URINAL, 3/4' TOP SPUD. KOHLER FLUSH VALVE K-10958 TOUCHLESS (0.5 GALLON PER FLUSHING CYCLE) BATTERY OPERATED. ZURN CAST IRON FLOOR MOUNTED CARRIER FITTING. SH -1 SHOWER -WALL MOUNT 2" 2" 1-1/2" 1/2" 1/2" AMERICA STANDARD SIREN SERIES SHOWER TRIM WITH RED/BLUE INDEX/ARM & FLANGE FOR FIXED SHOWER T064WDXH.501.002 HEAD / PRESSURE BALANCE VALVE / LESS SHOWER HEAD. KOHLER K -10284 -CP AND R11OSS CHROME POLISHED "FORTE" MULTIFICATION SHOWER HEAD 2.50 GPM FOR SHOWER SURROUND SEEARCH. DRAWINGS. KOHLER #K -9132 -CP CHROME POLISHED SHOWER WCO-1 WALL CLEAN-OUT SEE PLAN - - - - ZURN DRAIN FOR USE WITH PRE FORMED SHOWER BASE AND 2" CAULKING CONNECTION. SH -2 SHOWER 2" 2" 1-1/2" 1/2" 1/2" KOHLER IN LINE BREAKER FOR CHROME POLISHED HANDHELD SHOWER HEAD. PROVIDE INTEGRAL ECO -1 ADA SEE PLAN - - - - K -9660 -CP SERVICE STOPS AND IPS FEMALE CONNECTIONS AND 1.5 GPM FLOW RATE RESTRICTOR. CO -1400 -HD FOR SHOWER SURROUND SEE ARCH. DRAWINGS KOHLER IK -9132 -CP CHROME WF -1 WATER FILTER - - - 1/4" - EVERPURE POLISHED SHOWER DRAIN FOR USE WITH PRE FORMED SHOWER BASE AND 2" CAULKING EV9100-71 CONNECTION. DF -1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 1/2" - ELKAY LOWER BUBBLER 367AFF; UPPER 41"AFF. WALL MOUNTED CAPACITY TO DELIVER 8 GPH /DRINKING FOUNTAIN EZSIL8C OF 50'F. WATER WITH INLET TEMP. OF 80'F AND ROOM TEMP. OF 90'F., STAINLESS STEEL BASIN & PEWTER VINYL W/ 1/5 HP.,120V, 60 CYCLE, 1 PH. W/ OVERLOAD PROTECTION 1 1/2" P -TRAP STOP VALVE, CORD & PLUG. ZURN jZ1225-BL CAST WH -1 WALL HYDRANT - - - 3/4" - ZURN IRON FLOOR MOUNTED CARRIER FITTING WITH BEARING PLATE. LT -1 LAUNDRY TUB 3" 3" 1-1/2" 1/2" 1/2" FIAT FLOOR MOUNTED SERV -A -SINK WITH WHITE BAKED ENAMEL ANGLE LEGS THAT SUP INTO FD -1 FLOOR DRAIN SEE PLAN - - 1/2" - FL -1 MOLDED SOCKETS FOR RIGID, FRICTION -FIT. A-1 DECK PLATE TYPE FAUCET. BT -1 BATH TUB 3" 3" 1-1/2" 1/2" 1/2" AMERICAN STANDARD EVERCLEAN 5'x32" WHIRLPOOL WITH AMERICA STANDARD TUB FILLER MODEL R850 2732LC WHIRLPOOL DECK -MOUNT TUB FILLER ROUGH VALVE BODY/COLONY PRO DECK -MOUNT TUB FILLER PS -1 POTTING SINK 2" 1-1/2" 1-1/2" 1/2" 1/2" ELKAY # ELKAY STAINLESS STEEL 25" X 22" X 9-1/8" SINGLE BOWL TOP MOUNT OSI -1 OIL SEDIMENT INTERCEPTOR 4" - - - - HDS8252294 SINK WITH TWO -HANDLE KITCHEN FAUCET BY AMERICAN STANDARD MODEL#7408400 SS -1 SALON SINK 2" 1-1/2" 1-1/2" 1/2" 1/2" LENS BACKWASH SHAMPOO BACKWASH UNIT UNITE 80188 SEDIMENT BUCKET, HORIZONTAL BAFFLE INTERNAL VENT CONNECTIO, SIZE 60 - 60 SC -1 SALON CHAIR 2" 1 1-1/2" 1-1/2" 1/2" 1/2" PIBBS PS -60 PIBBS PS60 SIENA PIPELESS PEDICURE SPA WITH SHIATSU MASSAGE NOTE: ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH WATTS "FI_OODSAFE" AUTO -SHUT OFF CONNECTOR TYPE SUPPLY RISERS WITH BRAIDED STAINLESS STEEL CONNECTORS. THIS SHALL INCLUDE ALL FAUCETS, TOILETS, WASHING MACHINES, DISHWASHERS & ICE MAKERS. PROVIDE FULLY ACCESSIBLE SHOCK ARRESTORS ON SUPPLIES TO WASHING MACHINES, ICE MAKERS AND DISHWASHERS. RECIRCULATION PUMP SCHEDULE HEAD FTCONN. SIZE MOTOR DATA SELECTION BASED ON UNIT TYPE GPM H2O INLET OUTLET HP RPM VOLT PH MANUFACTURER MODEL REMARKS HWRP-1 IN -UNE CENTRIFUGAL 20 40 3/4' 3/4" 1/3 1750 120 10 BELL & GOSSET B602S PROVIDE AQUASTAT GAS WATER HEATER SCHEDULE UNIT MARK TYPE GALLONS BTUH GPH REC. VOLTAGE GAS INTAKE EXHAUST OPERATING WEIGHT DIMENSIONS SELECTION MANUFACTURER MODEL SA SHOCK ABSORBER INPUT O 80' RISE % SIZE SIZE SIZE (LBS.) 15 GWH-1,2,3 DIRECT VENT NATURAL GAS 119 399900 576 120V-1PH 1 1/2" 4" 4" 855 63" H x 33" D A.O. SMITH BTH-400 NOTES: 1- PROVIDE A TEMPERATURE GAUGE IN THE DISCHARGE FROM EACH WATER HEATER AND A SEPARATE GAUGE IN THE COMMON SUPPLY WATER HEADER LEAVING THE DOMESTIC WATER HEATERS. 2- INSTALL ADJUSTABLE ANGLE, BI -METAL, 3"/76 MM DIAL -TYPE GAUGE, 0'F/ -20'C TO 200'F/95'C TEMPERATURE RANGEIN A THERMAL WELL APPROPRIATELY SIZED FOR THE PIPE. 3- PROVIDE COMBUSTION AIR REQUIREMENTS AS REQUIRED BY MANUFACTURER AND LOCAL CODES. SEE NOTES BELOW AND 4- PROVIDE OPTIONAL CONDENSATE NEUTRALIZATION SYSTEM. OPERATED BY PRESSURE DROP OF 10 PSIG. 5- PROVIDE WATTS GT 60 EXPANSION TANK. RECIRCULATION PUMP SCHEDULE HEAD FTCONN. SIZE MOTOR DATA SELECTION BASED ON UNIT TYPE GPM H2O INLET OUTLET HP RPM VOLT PH MANUFACTURER MODEL REMARKS HWRP-1 IN -UNE CENTRIFUGAL 20 40 3/4' 3/4" 1/3 1750 120 10 BELL & GOSSET B602S PROVIDE AQUASTAT PLUMBING SPECIALTIES SCHEDULE SUMP PUMP SCHEDULE UNIT SERVING TYPE GPM HEAD FT. PUMP EFF. CONN. SIZE MOTOR DATA SELECTION INLET OUTLET HP RPM VOLT PH SA SHOCK ABSORBER - H2O % - SP -1 ELEVATOR SUMP SUBMERSIBLE 15 15 65 2" 2" 1/3 3450 120 10 ZOELLER M-53 PROVIDE ELEVATOR SUMP PUMP WITH " OIL SMART" PUMP CONTROLLER, HIGH LEVEL ALARM SWITCH AND CONTROL PANEL 120 VAC. THE OIL SMART PUMP CONTROLLER IS A STAND ALONE PUMP CONTROLLER WITH AN INDUSTRIAL GRADE SWITCH THAT DIFFERENTIATES BETWEEN OIL AND WATER. INSTALLATION WILL HELP PREVENT HYDROCARBONS FROM INADVERTENLY BEING PUMPED INTO THE ENVIRONMENT. SEEWATER INC. PH. -888-733-9283 - SEEWATERINC.COM 1/2" - PRECISION PLUMBING PLUMBING SPECIALTIES SCHEDULE FIXTURE FIXTURE TYPE WASTE TRAP VENT C.W. H.W. MANUFACTURER DESCRIPTION NO. GPM CONN. r 0 Z CONN. CONN. CONN. / MODEL f SA SHOCK ABSORBER - - - - - SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA -1: SIZE "A" INLET OUTLET HP RPM VOLT PH 650 SERIES WHA -2: SIZE "B" REFER TO RISER DIAGRAMS FOR ARRESTOR LOCATIONS. TPV-1 TRAP PRIMER VALVE - - - 1/2" - PRECISION PLUMBING CORROSION RESISTANT BRASS TRAP PRIMER, 1/2" COLD WATER INLET AUTOMATICALLY 208 3 TOWLE TW200OS-10OW-35t SEE NOTES BELOW AND PRODUCTS OPERATED BY PRESSURE DROP OF 10 PSIG. WHITNEY PR -500 MFG.'S CALC. SHEET FS -1 FLOOR SINK SEE PLAN - - - - WATTS 12" x 12" x 108" DEEP SANITARY FLOOR SINK WITH WHITE ACID PORCELAIN ENAMEL FS -730-5 COATED INTERIOR, LOOSE SET PORCELAIN ENAMEL COATED CAST IRON GRATE, ALUMINUM GUY GRAY DOME STRAINER AND 3" NO HUB OUTLET. PROVIDE STAINLESS STEEL SEDIMENT MWB27 BUCKET. TD -1 TRENCH DRAIN SEE PLAN - - - - ZURN Z793/Z-525 CAST IRON HEAVY DUTY GRATING, FABRICATED STEEL FRAME WITH ANCHOR STRAPS. 6" MEDIUM DUTY FLOOR DRAIN WITH ADJUSTABLE 9" DIAMETER SLOTTED GRATE. TRD-1 TROUGH DRAIN 3" - - - - FLORIDA STAINLESS 4'-0"x2'-0" LONG FOR POTTING, FABRICATED AND SUPPLIED BY MANUFACTURER. COORDINATE CONNECTION WITH ARCHITECT. TRD-2 TROUGH DRAIN 3" - - - - FLORIDA STAINLESS 3'-0"x1'-3" LONG FOR POTTING, FABRICATED AND SUPPLIED BY MANUFACTURER. COORDINATE CONNECTION WITH ARCHITECT/KITCHEN CONSULTANT. TW -1 TERMOSTATIC MIXING VALVE - - - 1-1/2" 1-1/2" ARMSTRONG MAXIMUM FLOW RATE = 165 GPM AT 20 PSI DROP AND MINIMUM FLOW IS 10 GPM DRV80R TMV-2 TERMOSTATIC MIXING VALVE - - - 3/4" 1" SYMMONS 0.5 GPM MIN. FLOW RATE, 27 GPM O 10 PSI PRESSURE DIFFERENTIAL 5-400 2 THERMOSTATIC CONTROLLERS, CHECK STOPS, CARTRIDGE WITH STRAINER, S.S. PISTON, PRESSURE REDUCING VALVE, 2 PRESSURE GAUGES, 2 BALL VALVES, 3' THERMOMETERS, RANGE 20'-240'F, CONNECTING PIPING AND FITTINGS, ROUGH BRONZE AND COPPER FINISH, FACTORY ASSEMBLED AND TESTED. TMV-3 TERMOSTATIC MIXING VALVE - - - 1/2" 1/2" SYMMONS 0.5 GPM MIN. FLOW RATE, 3 GPM O 10 PSI PRESSURE DIFFERENTIAL 5-102 2 THERMOSTATIC CONTROLLERS, CHECK STOPS, CARTRIDGE WITH STRAINER, S.S. PISTON, PRESSURE REDUCING VALVE, 2 PRESSURE GAUGES, 2 BALL VALVES, 3" THERMOMETERS, RANGE 20'-240'F, CONNECTING PIPING AND FITTINGS, ROUGH BRONZE AND COPPER FINISH, FACTORY ASSEMBLED AND TESTED. TMV-4 TERMOSTATIC MIXING VALVE - - - 3/4" 3/4" SYMMONS 0.5 GPM MIN. FLOW RATE, 12 GPM O 10 PSI PRESSURE DIFFERENTIAL. 5-200 2 THERMOSTATIC CONTROLLERS, CHECK STOPS, CARTRIDGE WITH STRAINER, S.S. PISTON, PRESSURE REDUCING VALVE, 2 PRESSURE GAUGES, 2 BALL VALVES, 3" THERMOMETERS, RANGE 20'-240'F, CONNECTING PIPING AND FITTINGS, ROUGH BRONZE AND COPPER FINISH, FACTORY ASSEMBLED AND TESTED. WB -1 WASHER BOX 2" 2" 2" 1/2" 1/2" PROVIDE 11"x9" RECESSED SUPPLY BOX WITH WALL FLANGE, MANUFACTURED FROM MINIMUM 220 GAUGE STEEL WITH POWDERED COATED FINISH. FURNISH WITH 1/2" COMPRESSION ANGLE VALVE AND WATER HAMMER ARRESTOR LOCATIONS. FCO -1 FINISHED FLOOR CLEANOUT SEE PLAN - - - - ZURN "LEVEL-TROL" ADJUSTABLE FINISHED FLOOR CLEANOUT, DURA -COATED CAST IRON BODY Z1400 -NH WITH GAS AND WATERTIGHT ABS TAPERED THREADED PLUG, AND ROUND SCORIATED SECURED TOP. ADJUST TO FINISHED FLOOR. PROVIDE CARPET CLAMPING FRAME AS NEEDED (COORDINATE TOP FINISH WITH ARCHITECT). WCO-1 WALL CLEAN-OUT SEE PLAN - - - - ZURN SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. REFER TO Z1446 / Z1446 DETAIL ECO -1 EXTERIOR CLEANOUT SEE PLAN - - - - ZURN HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND 2 -WAY FITTING. CO -1400 -HD SEE PLANS FOR PIPE SIZE CONNECTION. WF -1 WATER FILTER - - - 1/4" - EVERPURE IN-LINE WATER FILTER, FOR ODOR AND MINERAL REDUCTION. 2,000 GALLON CAPACITY EV9100-71 AND UP TO 0.75 GPM. IMB-1 ICE MAKER BOX - - - 1/2" - OATEY VALVE 24" A.F.F., HIGH IMPACT PLASTIC BOX W/ DIMENSION OF 9" HIGH x 10 3/4" 138811 WIDE. PROVIDE 1/2" FIP INLET x 1/4' OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY CONNECTION SIZE SHALL BE 1/2" OD. COORDINATE ALL VALVE BOX LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. WH -1 WALL HYDRANT - - - 3/4" - ZURN ENCASED, ANTI -SIPHON, WALL FAUCET COMPLETE WITH Z1399 -VB EXTERNAL USE Z1342 VACUUM BREAKER, VANDAL -RESISTANT OPERATING STEM AND MALE HOSE CONNECTION. FD -1 FLOOR DRAIN SEE PLAN - - 1/2" - ZURN DURA -COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE STANDARD ROUND ZN415B-CP MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B' POLISHED NICKEL BRONZE STRAINER. PROVIDE 1/2" COLD WATER TRAP PRIMER CONNECTION AND CHROME PLATED BRONZE TOP. OSI -1 OIL SEDIMENT INTERCEPTOR 4" - - - - ZURN 1189-E ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL OIL & SEDIMENT INTERCEPTOR WITH HEAVY DUTY GRATE. BRONZE CLEANOUT PLUG, REMOVABLE SEDIMENT BUCKET, HORIZONTAL BAFFLE INTERNAL VENT CONNECTIO, SIZE 60 - 60 LBS. SLUDGE CAPACITY U-1 LINT INTERCEPTOR 4" - - - - ZURN Z1185 -E ACID RESISTANT COATED STEEL LINT INTERCEPTOR NON SKID SECURED TRAFFIC DUTY 100 GPM MODEL COVER. STAINLESS LINT INTERCEPTING SECONDARY STRAINER SCREEN AND PRIMARY STRAINING BAFFLE. HD-1 HUB DRAIN SEE PLAN - - - - ZURN DURA COATED CAST IRON BODY WITH BOTTOM OUTLET, MEMBRANE CLAMP, ADJUSTABLE Z -415E -SC COLLAR, SOLID COVER WITH 3"4-3/4" OVAL FUNNEL PROVIDE BACKWATER VALVE FOR DRAINS ON THE 1ST FLOOR. BFP-1 BACKFLOW PREVETER - - - 1/2" - WATTS J009 REDUCED PRESSURE ZONE ASSEMBLY W/ (2) ISOLATION VALVES AND (2) BRONZE BODY TEST COCKS. CAST IRON BODY WITH BRONZE SEATS. BFP-2 BACKFLOW PREVETER - - - SEE PLAN - WATTS SD -2 CERTIFIED TO ANSI/NSF STANDARD 18 FOR MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT. ALL MATERIALS IN CONTACT WITH POTABLE WATER IN COMPLIANCE WITH SAFE DRINKING WATER ACT. ASSE 1032 APPROVED DUAL CHECK VALVE, STAINLESS STEEL BODY. MS -1 MOP SINK 3" 3" 1-1/2" 3/4" 3/4" FIAT 24"x24"x10" HIGH MOLDED STONE RECEPTOR, W/ FIAT #830 -AA FAUCET MOUNTED IN MSB 2424 WALL ABOVE FIXTURE. COMPLETE WITH VACUUM BREAKER, HOSE THREAD OUTLET & BUCKET HOOK, INTEGRAL STOPS AND MOUNTING BRACKET. PROVIDE COMBINATION STAINLESS STEEL DOME STRAINER AND UNT BASKET, 3"CAULKED OUTLET, CAULK WITH SILICONE SEALANT AS REQUIRED. HB -1 HOSE BIB - - - 3/4" - WOODFORD SANITARY, AUTO DRAINING, FREEZE -LESS, WITH VACUUM BREAKER, BACKFLOW B65 PROTECTED. SEE PLANS FOR WALL THICKNESS AND MOUNTING HEIGHT. DOMESTIC WATER BOOSTER PUMP SCHEDULE W CONN. SIZE MOTOR DATA SELECTION BASED ON UNIT � TYPE GPM PSI r 0 Z _jU) REMARKS QLL � a -0 � F C) CU ��ZQ INLET OUTLET HP RPM VOLT PH MANUFACTURER MODEL DWBP-1 END SUCTION 125 40 3' 3" 1.5 3500 208 3 TOWLE TW200OS-10OW-35t SEE NOTES BELOW AND WHITNEY MFG.'S CALC. SHEET NOTES: DWBP-1 SHALL BE A COMPLETE PACKAGED DUPLEX BOOSTER PUMP SYSTEM WITH END SUCTION PUMPS, VARIABLE FREQUENCY DRIVE PRESSURE CONTROL AND THIRD PARTY CERTIFICATION BY UL2011-65YF AND INCLUDE THE FOLLOWING: SUCTION AND DISCHARGE VALVES, PUMP DISCHARGE NON SLAM CHECK VALVE, DUPLEX 304 S.S. SUPPORT FRAME, NEMA 1 (UL 509) 3 PHASE TOUCH SAFE CONTROLLER, PROGRAMMABLE EEPROM CONTROL MODULE, PRESSURE TRANSMITTER, PRESSURE GAUGES, CONTROL SWITCHED TO INCLUDE LOW SUCTION PROTECTION, WITH AUTO -RESET, HIGH SYSTEM PRESSURE CUT OFF WITH AUTO -RESET, ILLUMINATED PUMP -AUTO -MANUAL CONTROL SWITCH, AUDIO-VISUAL ALARM INDICATORS AND 3 PHASE INCOMING POWER BLOCK, VFD STARTER BLOCK, 3 PHASE LIGHTING ARRESTOR, 480/208 VOLT TO 24V TRANSFORMER WITH CIRCUIT BREAKER, 24 VOLT PRE -WIRED CONTROL LOGIC CIRCUITRY, PUMP MOTOR BRANCH CIRCUITRY PROTECTION, CIRCUIT BREAKERS, TRANSFORMER PRIMARY FUSING, MAIN DISCONNECT WITH DOOR INTERLOCK, DUPLEX ALL BRANCH 304 S.S. SUCTION AND DISCHARGE MANIFOLDS WITH FLANGES, 1 YEAR WARRANTY, ON SITE START UP AND COMMISSIONING SERVICE AND OWNER TRAINING. SEAL DATE: 07/03117 , 4%1111111111l NO. gs w r Vq OF V Vs w Nawwaf Ahmad, PE FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Elite Universal, LLC. All Rights Removed. CONSULTANT U) 6 2 9~ o C0 UZ x Z_ 2 W _ W Z N N O o a ;z! N W Zpt ,n W v 2--g Z Z CD CLL (J U . W ;5Q ESQ N wm --C? c wCZ, �LO 3 m� V� �N 2Wa PROJECT A W tLi ti a >A10 ~ Q �l O O v r 0 Z _jU) MSI QLL � a -0 � F C) CU ��ZQ pi CD Lu Z J C0 Z) 4 U C!) Nawwaf Ahmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 002 Elite Universal Job No. 08009 B 44 x 1 I A - - 4'FCO 1- 4 - - air.. I I F �o ur-ml AD, t t .� • ... L -301i IL 1__. 1� G °EuisNED �, PORCH t H ., , x ff t 1 a ( v a � 1 L 1 f T 3 4 t t § 1 + ; "i � tt UUj f,'9#-,.�-� � � � 1 DF- a�>� Ste � ,���$�,.��� � � � # ° I }}:t # -- 1 1 t ase t f APF7 ��...,.. b .�....,..€ "�" .�. an.m, ------------------ 9r, .,<,m., ..<. <tin.»...—,..,„.�.�,R....R.,,.,..<,.m«.�m,., ,.,.,.,<..,m .<....«».,.». .. � .� ��m��@�,��� �����,��,..�:��� 1 ... <,�n ..<,�...<.uR�.< ,.� .< 'moi' FCO x ---- « ----I --- --------- -----L� --- -- -- - I - ------ 3» I - - - - - - �-- € r 1- � ------GIS--,- _ -,-- _------- ���� 11 -� 4 11 _� i-, ; - - - 11 _� 4 FCO -1 4 -- ==-r-;--_ -_ �'`�\� vwmw .xuuw.w.-w•x. v�vww,uvw� ...vawavnvuwa�wxvmmww°a m,vvu�su<„ww w< ,. = » ( gg O f g g uaamw,mwmroa-aw.mw -t- '•, E 1 vvxvs e f # F� t Y rt+ C a �.# ., , , f 1 { F » 1 1 1 S f I .� k�m f a# a� �q a 521 � <vw�.ax.nw - -3--- I ISI. 3 GREASE VENT i t m I -.° ..<�.. _ 1 THRU R F = THRU ROOF ga Nit ASSAGE 1 .f ..w.<w�.<..<. ...w. �..,.<,.�,u.<N..�e«. �, �mw�meemeeecre. ,x. <...,...,. ..<.<. I % t Y I t R-1 00 I ix THERAPIST :. _ I _- g I I PROVIDE 1 M I .. _ M s I I I - III -BHI 1” PROVIDEHOSE Bol �LiNI.a 01 : AT EAC t ; INTERCEP RESTROOM C , 01 }s GROUP RE S _ -- - ------F I Cl I f — :. - & x City of Sanford Utility D+e'pattmeht Sampling Box (DpawmG,rsNofro tF)'I II RUN AEN WELL G---� # 3' 9 1 �� O 2 WAY GM 12 s 2 1/2' (( RISER 1 4'ECO_1 4 721/2* G BELOW GRADE -° 4 © 2 6d. �3 t O Q3 GAS BELOW GRADE BY GAS COMPANY REFERENCE NOTES �CHNE ROOM 1 SHUT-OFF VALVE AND WATER METER IN CAST IRON ACCESS BOX FLUSH WITH IBOILER O PAVEMENT. I R 00NP, Q2 2' POTABLE CW SUPPLY BELOW GRADE, FOR CONTINUATION SEE CIVIL DRAWINGS. Q 6' SANITARY SEWER BELOW GRADE FOR CONTINUATION SEE CML DRAWINGS. INV. EL. _ (-3'-0' BFF) 3 ® 1 1/2' CONDENSATE DRAIN DOWN TO SPILL TO LANDSCAPING OR DRY WELL. O 4' GREASE BELOW GRADE, FOR CONT1NUAl10N SEE CML DRAWINGS. � CONTRACTOR TO COORDINATE FINAL LOCATION OF GREASE INTERCEPTORS -L - WITH SITE CONTRACTOR �tl �c .... M� -�.� ....,--.< -. - -, © FOR PLUMBING CONNECTION THIS AREA, SEE ENLARGED PLAN P106.. �.� m --T- IKK O7 SALON SINK (SS -1) AND CHAIR (SC -1) TO BE INSTALLED BY PLBG. I f I CONTRACTOR. COORDINATE INSTALLATION WITH ARCHITECT. CONTRACTOR TO i PROVIDE ALL NECESSARY PLBG. DEVICES (I.E. HAIR SEPARATOR AND ALL I I I NECESSARY VALVES AND BACKFLOW PREVENTER AS REQUIRED. 1 . ` .ti I 8 ® 4" GREASE BELOW SLAB, 1/2* CW/HW AT CEILING AREA AND 3' SAN BELOW------------------------------3� 9O SAN UP AND OFFSET DOWN. PLUMBING FROM ABOVE FLOORS I I 10 CW/HW DOWN TO FIXTURE. 11 COORDINATE ACCESS TO VALVES WITH ARCHITECT. H 12 GAS RIG AND METER ON CONCRETE SLAB BY PLBG. CONTRACTOR. 13 ALL KITCHEN EQUIPMENT TO BE OWNER PROVIDED AND INSTALLED BY PLBG. CONTRACTOR. COORDINATE INSTALLATION WITH ARCHITECT. 14 INSTALL 1' CONDENSATE INSULATED PIPE FOR EACH AHU, ROUTE EACH CONDENSATE LINE TO BUILDING EXTERIOR TO SPILL TO LANDSCAPING OR DRY WELL REFER TO HVAC GENERAL NOTES ON MECHANICAL SHEETS M101 -M104. 15 THERAPEUTIC SAFETY BATHTUB (BT -1) COORDINATE INSTALLATION WITH ARCHITECT. 3' VENT THRU - WALL kou TYPICAL 2 WAY ECO -1 , (2) GREASE INTERCEPTORS BELOW r GRADE IN SERIES S E DETAIL SAMPLING SHEETS P503, (1) T1250 GAL. TANK, SEE CONNECTS TO (1) 750 GAL. DETAIL THIS INTERCEPTOR, REFER TO CIVIL SHEET DRAWINGS FOR COORDINATION SEAL DATE: 11/07/17 A.,Iq,,,��ii ' No. S609$ T� Cw z NawwafAhmad,PE ` FL - 56095 4 PLUMBING -1st FLOOR PLAN SCALE: 1/8"=1'-0" 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®COPOI t2011 Elite Universal, LLC. All Rt is Reserved. CONSULTANT 62 Z~ J d Z x Z w IL W < r—, s Z N N E W E dry -0( W — cm _ Z j 12N EF'� �. w o -.yam Z a V f°v V m Z = Cot W U' U N — ME U,m c°°U3_m Zw co 3� w o .n 3 m C U Zcc �= � t!1 r� Awa LQJ PROJECT A W DESCRIPTION 07/03117 SUBMIT 1 11/7/17 1`I I ti d ►-�iq. Mo,. ~o<0 w Z o< MSI �Q LL LL ado DRAWN BY: : �ZOogr �, CHECKED BY: M.IIIIy o LL (� DATE: JANUARY 29, 2015 �0'L0Q ~ u) SEAL NawwafAhmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT 1 11/7/17 BLDG. DEPT. 2 01 18 BLDG. DEW. 3 01/17/1 BLDG. DEW. DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 101 Elite Universal Job No. 08009 ;A 5) SEAL DATE: 07/03117 y�$4'4jJ11 111,*I i .`► SAF AEN • i " 609S s w • �. ZATE CW r • Nawwaf Ahmad, PE v FL -56095 PLUMBING - 2nd FLOOR PLAN SCALE: 1/8"=1'-0" 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Site Univers., LLC. Al Rights Reserved. CONSULTANT . a) Z Uo Z= _o z Zm w q L I Q N N O E W Z a' Z t• N — W } N cn N C w ZIr�r-N= 0w No of rndHI Z Lu!av o Z Y im N W �Q:EE�¢ N zoC7m c_mU3 m wo��n 3 S mcc o n- z 19v � y Awa LQJ PROJECT A W ti Q M Q l0< 0 W �W0< -JOLL LLo U �CL"))Q SEAL Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: CHECKED BY: DATE: JANUARY 29,2015 SHEET: P 102 Elite Universal Job No. 08009 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteu niversalarch itects.com ® Copyn": 2017 Bile Universal, LLC. All Ri hts Reserved. CONSULTANT U. U, z 0 ZF -o _u) Uz x Z s < W Q N N o E WOV < m�r� � UJ 1� aD c N Z>- V!�NOD=L5 t7^Ny c z W �LLN�dsi �0 LU GYM IUD, 23-a Z m Z Y� Q� UJC`-'m`'�"E a Lu C%4 w o 0 ZC0 3i: -w LO 1 m 30 o r` co z v ai 2Wa LOJ PROJECT A W N� Lu M�IQM� Q 0 0 W W0Q OU) U— � a do M q u - `ID Q a pmd Nawwaf Ahmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: CHECKED BY: DATE: JANUARY 29, 2015 SHEET: P 103 Elite Universal Job No. 08009 ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copydghl 2017 Bite Unwinal, LLC. All Ri hts Reserved. CONSULTANT PROJECT A W !� u Lu uu NN 1� Q I.I. l Q V LL 0 W EE z �Woa w2_jC/) ra^ V1 J�LL U— < M 0 u- M uu Q 1� Vl u a� SEAL Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: CHECKED BY: DATE: JANUARY 29,2015 SHEET: P 104 Elite Universal Job No. 08009 ARCHITECTURE - ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copyright 2017 Bite Univers, LLC. Al Ri hN Reerved. CONSULTANT Uo Z~ — o z x Z w LL w 0 aNcio �. Ujz W coo Os �_ Ycoc+�'N CO ZL. CD a C w� Z oY C4 U co " a) Z Y � V Km Z W U N "E N Lu c OD CU 3 Z wn 3 0 m o r• m 0 r v � rn W Awa LQJ PROJECT A Lu M�IQM� �)0<0 W d�EEQ 000 �QLLLL �4 M= 0 u- CL'')) Z < 1� MZ W LL 0 a. 0 SEAL Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: CHECKED BY: DATE: JANUARY 29, 2015 SHEET: P 105 Elite Universal Job No. 08009 tl 8 KITCHEN EQUIPMENT SCHEDULE SCALE: NOT TO SCALE 04 15 7 p4¢� e».rmrm m�x..ewu:w ,� .. mxx�re�reww�..• ter• t T&.tt�fi?Y'F} 1&ti6..-� �... R#.Y:11'#"ffiLS.YW FMRRMI 4" ---------- GR ----------- ------------------------ ------------------------- 4 -------- ---- -----4 DOWN TO FIXTURE� DOWI�4N PLUMBING - ENLARGED KITCHEN PLAN 1 SCALE: 3/8"=1'-0" 02 -� 2" CW RISE ItROM _.-.._.____.__._ BELOW SLA L1 ------- --� -- -T ---J 1 I- ! Fn--- In 1 1 (400 MBTU'S 2 C 3/4" HWR L :; B FP K ) SET A I 3Y ARMSTRONG -4)-RV80R 120° F PLUMBING - ENLARGED BOILER ROOM PLAN SCALE: 3/8"=1'-0" ( 03 1 ACTIVITY ROOM 1/21) CW/HW DOWN - THRU FLOOR ROUTED TO SINKS AND RISING UP BELOW COUNTER. Aw J NG OW COUP l,N D VENT oo LF 3/4" CW/HW AT CEILING AREA 3" GREASE/3" SAN BELOW SLAB PLUMBING - ENLARGED CAFE PLAN SCALE: 3/8"=1'-0" 1 01 NOTE: ALL FLOOR DRAINS, FLOOR TROUGHS AND FLOOR SINKS EQUIPMENT SCHEDULE ARE SHOWN ON SHEET P002 SEAL DATE: 11107117 �,��litltlt�l�l� j * 't )V t • S 609S OP Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE- ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Elite Universal, LLC. All Rids Reserved. CONSULTANT PROJECT z (¢ z� m0 Lu J ry Q J z W SEAL Nawwaf Ahmad, PE FL - 56095 REVISIONS: KITCHEN EQUIPMENT LEGEND # DATE DESCRIPTION 07103/17 SUBMIT 1 11/7/17 fff 4-2- 2 01/3/18 BLDG. DEPT. 3 01/17/18 BLDG. DEPT. F�i� • ►►I NI •.► •ll�► ::. 7a, ' :� • •.«• ® �GASS�LJPPLY � = •.:: CHECKED BY: GAS SUPPLY UNE GAS SUPPLY UNE ©i' : • • . « lid„ ' r. • _ .� ��� t:�-X•>�I jli'©GAS SUPPLY UNE [�G� �:���: -: , as - :� - .•..• i 7<%7fI � MIIiEK#jV: GAS SUPPLY UNE E651 11F 11�: • : i 17L:%7 �t�•�:1 I& -gyp M F77 T3:77 4-711111111111111 ME 7X ' �� �� a �.• : 1. a• . 17-M '1 - ►3." �. ; M i ffVAqd�Z6dHdff&, 1.5w INDIRECT WASTE .: �''ii' :'±� 1.: : 77: a:: [• : .• ►11 . �\1 _ J . • ®m�tk�:1fI���I ` a I ITJ :- 1 1'7�� I II IQ\ i 0 1737. I( ,1 1.r INDIRECT iii' I : :: 3J3 - ��� 16WX . ��� • �,: : a��:: �� - a. �:1 W2 ► 103 2: W,• : _ • i bffm�WA:IV!4-elf; 1 F ��' „•' ►. r- 11 11 .'. �- �' M , : \ h•.• 2;W51111115Z23FA2; ::11 1 iIFZ��Z•�-�VWI�©� a ��`� . • 7: .•. .Ila: : 7a: a:: ���� • : � . �:� .:. � ��� ■ : \ •r ► . 111. '1;J Ill t• : 1: R . ®m���•1:1�1��`1 �: 1; t � ®m�iilE=1:1,:1-� ■ �I ',S SIDE SPLASHMOUNT �M .•L, 171.11„ 3►1 ► . VIII■I el 711 ► 7. ► -- • - • KITCHEN EQUIPMENT SCHEDULE SCALE: NOT TO SCALE 04 15 7 p4¢� e».rmrm m�x..ewu:w ,� .. mxx�re�reww�..• ter• t T&.tt�fi?Y'F} 1&ti6..-� �... R#.Y:11'#"ffiLS.YW FMRRMI 4" ---------- GR ----------- ------------------------ ------------------------- 4 -------- ---- -----4 DOWN TO FIXTURE� DOWI�4N PLUMBING - ENLARGED KITCHEN PLAN 1 SCALE: 3/8"=1'-0" 02 -� 2" CW RISE ItROM _.-.._.____.__._ BELOW SLA L1 ------- --� -- -T ---J 1 I- ! Fn--- In 1 1 (400 MBTU'S 2 C 3/4" HWR L :; B FP K ) SET A I 3Y ARMSTRONG -4)-RV80R 120° F PLUMBING - ENLARGED BOILER ROOM PLAN SCALE: 3/8"=1'-0" ( 03 1 ACTIVITY ROOM 1/21) CW/HW DOWN - THRU FLOOR ROUTED TO SINKS AND RISING UP BELOW COUNTER. Aw J NG OW COUP l,N D VENT oo LF 3/4" CW/HW AT CEILING AREA 3" GREASE/3" SAN BELOW SLAB PLUMBING - ENLARGED CAFE PLAN SCALE: 3/8"=1'-0" 1 01 NOTE: ALL FLOOR DRAINS, FLOOR TROUGHS AND FLOOR SINKS EQUIPMENT SCHEDULE ARE SHOWN ON SHEET P002 SEAL DATE: 11107117 �,��litltlt�l�l� j * 't )V t • S 609S OP Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE- ENGINEERING- INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Elite Universal, LLC. All Rids Reserved. CONSULTANT PROJECT z (¢ z� m0 Lu J ry Q J z W SEAL Nawwaf Ahmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07103/17 SUBMIT 1 11/7/17 ISM DEPT. 2 01/3/18 BLDG. DEPT. 3 01/17/18 BLDG. DEPT. DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 106 Elite Universal Job No. 08009 FLOOR SLAB PENETRATION 3" AERATOR FITTING 3' SOVENT STACK FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK 3" AERATOR FITTING TYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS 19 dfu I : e i 3" SOVENT VENT STACK i `— 3" SOVENT VENT STACK i `— 3" SOVENT VENT STACK U5 3' 4th FLOOR 4th FLOOR 4th FLOOR 3 Y FLOOR SLAB PENETRATION 3' FLOOR SLAB PENETRATION 3w U1 3" AERATOR FITTING U1 3" AERATOR FITTING U5 3" SOVENT STACKS 3' SOVENT STACK U5 3" 3rd FLOOR 3rd FLOOR 3rd FLOOR 3" FLOOR SLAB PENETRATION 3" FLOOR SLAB PENETRATION 30 ::� DU1 3" AERATOR FITTING U 3" AERATOR FITTING 0 3' SOVENT STACK ----,-..3" SOVENT STACK U1 3" 2nd FLOOR 2nd FLOOR 2nd FLOOR 3" 3w 3" U1 3" AERATOR FITTING U1 3' AERATOR FITTING U1 TYPICAL FOR ALL CONNECTIONS TYPICAL FOR ALL CONNECTIONS S1 TO SANITARY RISERS S� TO SANITARY RISERS S2 3" SOVENT STACK 3" SOVENT STACK 3" SOVENT STACK 3" DE—AERATOR FITTING 3" DE—AERATOR FITTING 3' DE—AERATOR FITTING TYPICAL FOR ALL CONNECTIONS f i TYPICAL FOR ALL CONNECTIONS f i TYPICAL FOR All. CONNECTIONS i TO SANITARY RISERS I TO SANITARY RISERS I TO SANITARY RISERS 1 st FLOOR 1 1 st FLOOR 1 1 st FLOOR > > i1 / 30 WC-2 3" — 26 dfu 3" 46 dfu 3' S1 S1a SH -1 S2a SH 1 P202 P202 L_2 P202 �-1 N3 3" S-1 / N MIXING VALVE: 3/4' HW � SET AT 110'F 1/2" CW / 1/2" HW kA WH WC -1' ' I I II J i r S-1 . r , SH -1 V V t 3/4" CW MIXING VALVE: 3/4" HW SET AT 110'F 1/2" CW 1/2- HW -%WHA 1 1 _-> WC -1 ,r I I —1 rr ,I tI_ SH -1 V P FLOOR SLAB PENETRATION 3' AERATOR FITTING 3" SOVENT STACK P, FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK 0 3" AERATOR FITTING TYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS qBT-1 WC -1 3" J' i 30 SOVENT VENT STACK i i ri i i i i i i 4th FLOOR 3rd FLOOR 3 Y U5 2nd FLOOR Y U5 FLOOR SLAB PENETRATION 3' AERATOR FITTING 3" SOVENT STACK U5 FLOOR SLAB PENETRATION 3' AERATOR FITTING 3" SOVENT STACK 0 J' 3" SOVENT VENT STACK i ri i i i i i 4th FLOOR Y U5 3rd FLOOR 4 U5 2nd FLOOR DU5 J FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK U5 FLOOR SLAB PENETRATION 3" AERATOR FITTING 3' SOVENT STACK mp IN J' I `— 3" SOVENT VENT STACK r i i i i i i 4th FLOOR 30 U5 3rd FLOOR Y U5 2nd FLOOR 3" AERATOR FITTING � U1 TYPICAL FOR ALL CONNECTIONS S2 TO SANITARY RISERS 3w 3" SOVENT STACK 3' DE—AERATOR FITTING 3 3" WC 1 i TYPICAL FOR ALL CONNECTIONS i TO SANITARY RISERS ,» � z• i 1 st FLOOR 44 dfu 44 dfu 45 dfu S2b S2c Std P202 P202 P202 1) WHA 5/8• CW 1/2" HW i 3/4' CW I' 3/4' HW J 00j j MIXING VALVE: WC -1 SET AT 11O'F � t it I' SH_1 r J q -A 3/4" CW 3/4' HW MIXING VALVE: SET AT 110'F MIXING VALVE: 3/4' CW SET AT 110'F 3/4' HW 1 /2" CW 1/2 HW tet: WHA ' i I �'WHA-A we 1 j r it X11 r ,J r J SH -1 SEAL DATE: 07/03/17 ►SAF �4..e Nawwaf Ahmad, PE i FL - 56095 PLUMBING - RISER DIAGRAMS SCALE: N.T.S. 01 ARCHTECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. All Rights Reserved. CONSULTANT V♦ � Z O Z� O n (A V z X Z W w _ (7 C>r a N N 0 E W <02 W— C', C, }djMN co Cc m Z w E'' ^ 'm oYvd' w .w - z -a UU-u M- _ d� WO 2 a`QM EER< N Z Qm c�U3 0� wo�ua 3 g m o V ao o z �`- w>• N Luj 0 PROJECT A 3' AERATOR FITTING U1 U1 TYPICAL FOR ALL CONNECTIONS S2 ti HLu� � TO SANITARY RISERS Q Q (4 W TRD_ 1 3" �QLLu- �- 3" SOVENT STACK 3' 3" SOVENT STACK Z H 3" DE—AERATOR FITTING oOU 3' DE—AERATOR FITTING SH -1 TYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS 3" i TYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS 1 st FLOOR 3w 1 1 st FLOOR DU5 J FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK U5 FLOOR SLAB PENETRATION 3" AERATOR FITTING 3' SOVENT STACK mp IN J' I `— 3" SOVENT VENT STACK r i i i i i i 4th FLOOR 30 U5 3rd FLOOR Y U5 2nd FLOOR 3" AERATOR FITTING � U1 TYPICAL FOR ALL CONNECTIONS S2 TO SANITARY RISERS 3w 3" SOVENT STACK 3' DE—AERATOR FITTING 3 3" WC 1 i TYPICAL FOR ALL CONNECTIONS i TO SANITARY RISERS ,» � z• i 1 st FLOOR 44 dfu 44 dfu 45 dfu S2b S2c Std P202 P202 P202 1) WHA 5/8• CW 1/2" HW i 3/4' CW I' 3/4' HW J 00j j MIXING VALVE: WC -1 SET AT 11O'F � t it I' SH_1 r J q -A 3/4" CW 3/4' HW MIXING VALVE: SET AT 110'F MIXING VALVE: 3/4' CW SET AT 110'F 3/4' HW 1 /2" CW 1/2 HW tet: WHA ' i I �'WHA-A we 1 j r it X11 r ,J r J SH -1 SEAL DATE: 07/03/17 ►SAF �4..e Nawwaf Ahmad, PE i FL - 56095 PLUMBING - RISER DIAGRAMS SCALE: N.T.S. 01 ARCHTECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. All Rights Reserved. CONSULTANT V♦ � Z O Z� O n (A V z X Z W w _ (7 C>r a N N 0 E W <02 W— C', C, }djMN co Cc m Z w E'' ^ 'm oYvd' w .w - z -a UU-u M- _ d� WO 2 a`QM EER< N Z Qm c�U3 0� wo�ua 3 g m o V ao o z �`- w>• N Luj 0 PROJECT A W FSI ti HLu� � H Q Q (4 W W)O0O �w0Q �QLLu- II..� Va�O �! Z H oOU SEAL Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: M.V- CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 202 Elite Universal Job No. 08009 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®Copynght 2017 Bite Unrvmal, LLC. NI Rights Reserved. CONSULTANT PROJECT A W N� � < �000 W < nom. o � M= oLU Nawwaf Ahmad, PE FL -56095 SEAL REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: M -V. CHECKED BY: N.A.A. DATE: JANUARY 29,2015 SHEET: P 203 Elite Universal Job No. 08009 9-A 3� I� J' I kl� 3' SOVENT VENT STACK i i i i i i i i i I D FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK - U5 FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK 3" AERATOR FITTING zl TYPICAL FOR ALL CONNECTIONS \ TO SANITARY RISERS S4 4" SOVENT STACK 80 dfu I� J' 3' SOVENT VENT STACK i i i i i i i i i I 4th FLOOR 3' 7"*40 3rd FLOOR Y U5 vs 2nd FLOOR 3" U1 S2 4' DE -AERATOR FITTING TYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS 1 st FLOOR FLOOR SLAB PENETRATION 3" AERATOR FITTING 3" SOVENT STACK FLOOR SLAB PENETRATION 3" AERATOR FITTING 3' SOVENT STACK U3 I� J' 3" SOVENT VENT STACK i i i i i i i i i I 4th FLOOR 3" U5 3rd FLOOR Y U5 2nd FLOOR 3' 3" AERATOR FITTING S5I TYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS 3" SOVENT STACK 3" DE -AERATOR FITTING fTYPICAL FOR ALL CONNECTIONS TO SANITARY RISERS 1 st FLOOR 28 dfu S5 P204 7 dfu S6/6a P204 2' = .' I i l I I 3" 4th FLOOR ED Tf 3' LT- 1 4" t1'." 3rd FLOOR rnrnTf FQ 3' LT- 4' l� 2nd FLOOR 3' FD Tf 3" 12 S P204 4" 1 st FLOOR 12 2" = i i WB- 1 3" 4th FLOOR WB -1 3"1 3" .> 3rd FLOOR 3" 2nd FLOOR FLOOR SEAL DATE: 07/03/17 AF A. Q is SZATE OF Z ♦ 0 • w 4 $ Nawwaf Ahmad, PE FL - 56095 PLUMBING - RISER DIAGRAMS SCALE: N.T.S. 7 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynghl 2017 Bite Universal, LLC. All Rights Reserved. MEN CONSULTANT Zr O 0to z X Z� w LL Z NN c E.g' Lu < �' "' .8 EI W `" cnM N CO E c a Z "J ^N C ._ i LL. r m [� w o„vd"'art vU c6 N d w c Z .6 r 01 . Lu C7 2 m cn :- E a N Z � co wo�LO 3 S m o 'a H v � rn D �wa PROJECT A W � E.11llllll ti FSI � Q M Q O�O � W �W0Q -jU) Q LL LL ado ouU M Z L0 I0 � a ri C/) 2E �� Nawwaf Ahmad, PE FL - 56095 SEAL REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29,2015 SHEET: P 204 Elite Universal Job No. 08009 J ♦1n 3W I 3' GREASE VENT 3/4N J i THRU ROOF . CW 1 1/4 - HW 3- GREASE VENT I TMV-2 THRU ROOF ,? 4th FLOOR T MIXING VALVE 4th FLOOR" 3rd FLOOR SE1T AMT•w, 110'F \/ • N C N 5/8' HW 3rd FLOOR <: 2nd FLOOR ?: 4 3/4' CW in CW Iell 5/8" HW �'_Ll 1' CW 2nd FLOOR :.j.> 3 �..�' ` �' �' 1 �' �'� II 5/8' HW riI 1 3w WC -2 e ® \ \ I \ I V v 4FS-1 •\� ` –1 WC -2 13/4N CW F� ' 3» i �� ! 2 5/8 HW 30 3' ® TR -3 3w i 08 3w `\ 4" FS -1 –1 `` a 3" 4. y FS -140 3w ` �8 PLUMBING - (@ COMMON TOILET) RISER DIAGRAMS SCALE: N.T.S. 05 4w �e �\ FD -1 CONDENSATE DRAIN WITHIN 1 " is FREEZER/REFRIGERATOR I "\ �= TO BE HEAT TRACED ® 1' i 4" ISLAND VENTING 8 1/2- HW 1 w I 3• 4' FS -1i �:::.....:. '1 SSP -1 3 3- \\ w r t`, **I'%- 1/2* H��.i J J 3"`7 30FD 1 ti ll �\ 3' 3 �\ 1/2' CW i'� \�,\ 3/4" CW >4"' N 20 CW \, \ 1 1/2* HW 3/4' IW , \, 1/20 FW i'1 „� : ` `\� =�NORMALLY CLOSED SHUT–OFF VALVE \ 1/2 CW RUNNING \, i I v `.� N ®\-BELOW COUNTER \,, \. I GWH 1 �,, a� LOCATED IN 2 1/2 BYPASS UNE \.\ ��\ ®.\1 ® 1 2■ CW 4 400,000BTU'S 1 i '\`�' `moi �!: \, i '��.� �,�. ® 1/2' HW I\ 3/4' HW CW MIXING VALVE GWH-2 ' `I \ \ ® 400,OOOBTU S i I 'r� SET AT 110'F 53 -� I` GWH 3 J• ® - 400,0008-n1 IMV–L I 1 ,%. ® ,\, ,i./�� ARMSTRONG CW1 / 3/4„ CW - \�� 1/2- HW MODEL DRV80R J 3/4 HW -ate 3/4*CW/HW o,3/4- CW ��'`�- RUNNING �! 3�BELOW SLAB ' q GWH-1/213 3/4' HW V 1 1/4* (400 mBTUH EA.) I N g� 13 . 2 1/2- G RISER it PLUMBING - (@ CAFE NOOK) RISER DIAGRAMS SCALE: N.T.S. 04 PLUMBING - (@ UTILITY ROOM) RISER DIAGRAMS SCALE: N.T.S. 03 v �9 ?gggg� \ \ BALL VALVE (TYP.) 2iN,, �w m FLUE AND OUTSIDE AIR INTAKE t ---CW ----- --- _--------�--------------------� \ BY MECH. CONTR. SEE HVAC �— HWR----- -- -- --- --------- e � O 9 c� 120 mBTUH Q DWGS. (TYP.) ARMSTRONGO OIDEL DRV80R --- HW-- , -- ----–--------------� G b \ VACUUM RELIEF VALVE 2 � 2 y 2 ! \ 280 mBTUH 4 (TYPICAL FOR 2) N a� 1" 0 2 2 — 2 \ 120 mBTUH © ----r- -------0o--�- ------------------------•------------ I'I 4 g1 1 /4' - - -- �---- ►�--- - - - --- - - fi - ---- ----�o--� 1� 72)114 mBTUH I r- G _ _ �- -- —,--- -- T--- -- 1 G 3 2 1 /2' G BELOW GRADE \ \ ' 1 /2- O 2w 1 . ! 1 " ! 16ION (TYPICAL) t� I I I I uC \ \ ENCY 65 mBTUH `SHUT-OFF WATER HEATER GWH-1 TYP. / FOR 2, SEE SPECIFICATIONVALVE ' I \ TEMP. & PRESS. RELIEF ! SH (TYP FOR 2) g� NATURAL GAS DEMAND LOAD \ REGULATOR & r- '4jimmlij, VALVE (TYPICAL) _ \ I GWH 1 N I in I N 3' G (SIZING BASED ON GAS TABLE 402.4(2) FOR SCH 40 METALLIC PIPE OF LESS THAN \ ! ! 3 2.0 PSI INLET PRESSURE AND 0.5 IN. W.C. PRESSURE DROP NATURAL GAS) 2014 FLORIDA \ 2m -------- 2-" 2w -------- DRAIN VALVE 3 BUILDING CODE: FUEL GAS. \ \ ..:: i i (NPI ) I I , TOTAL ESTIMATED LOAD = 2013 MBTU/H = 2013 CFH J C C D C UNION SEAL DATE: 07/03/17 Bg TOTAL DEVELOPED LENGTH = 100'-0' (AVAILABLE 3" PIPE OR 3260 CFH) 30 (TYPICAL) �g GAS BELOW GRADE BY GAS COMPANY `+� ,, AF A +ie RRESI EPS. PIPING ACCORDINGLY IF AVAILABLE PRESSURE OR DESIGN LENGTH DIFFERS �� DRIPLEGFROEN, WATER HEAT MFGAS TRAIN G RECOM REGULATOR PER L� �,,•'-p� a RECOMMENDATIONS. 77 woNO- S609S w • '31AT' op 'Z 0FUNNEL FLOOR DRAIN TERMINATE TEMP. do PRESS. : '•,;t; .•` �Ct PROVIDE WITH WATTS GT -60 EXPANSION TANK RELIEF VALVE DRAIN PAN PIPING PIPSING FUNNEL AND is G•►��� $� FLOOR DRAIN WITH INDIRECT 3 CONNECTION. Nawwaf Ahmad, PE FL - 56095 PLUMBING - (@ KITCHEN) RISER DIAGRAMS SCALE: N.T.S. 02 HOT WATER HEATER DETAIL SCALE: N.T.S. 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.el iteuniversalarchitects.com ® Copyright 2017 Dife Univers., LLC. AI Ri hts Reservetl. CONSULTANT V Z X Z m LL W Fr - Lu - Z N N O E WUN"N 22�c tZ C L V W 2�N•y a� Z W . U g; p Q N Zwom�op Wo W3 3a m C ^_ V Q ciO Z ti �N Ewa. PROJECT A W C� Z � mQ MSI � u.i ti �o � H < cr Q O U w � Z � LUp< _j U) LL U— F= 0OU CL")) F � � < I�1 cn �a Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 205 Elite Universal Job No. 08009 C� Z � mQ �o � W Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 205 Elite Universal Job No. 08009 PLAN PLANS IL PIPE FOR SIZE THREADED BRASS CLEANOUT WITH COVER TO MATCH FLOOR, SEE FINISHED FLOOR ARCHITECTURAL FOR FLOOR FINISHES. EXTENSION PIECE COMBINATION WYE & 1/8 BEND ELEVATION FLOOR CLEANOUT DETAIL NOT TO SCALE PROVIDE OIL MONITORING SYSTEM. LOCATE ON EXTERIOR, 7'-6" AFG. WATER TIGHT SLEEVE SP -1 2'-0" x 2'-0" SL SUMP PUMP SPECIFICATION: 1. SUMP PUMP SP -1, SHALL BE LIBERTY MOD ELV250, WITH 2" DISCHARGE AND RATED AT 115V, 1 -PH, 1/3 HP. FURNISH WITH OIL SENSING SYSTEM. 2. PROVIDE PLACARD BELOW OIL ALARM WITH 2" LETTERS, READING: "ELEVATOR SUMP PUMP". ELEVATOR SUMP PUMP DETAIL 1'-0" SQ. x 6" DEEP CONCRETE PAD SOIL PIPE - SEE •7 r X_ PLANS FOR SIZE PLAN FINISHED CONCRETE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT FINISHED GRADE COMBINATION WYE & 1/8 BEND EXTENSION PIECE (SIZE AS NEEDED) ELEVATION TWO WAY CLEANOUT DETAIL NOT TO SCALE » THERMOMETER GAUGE (0-200 DEG) AQUASTAT FOR CONTROL OF PUMP TEST THREE CLEM WATER LINE PIPE 1/Y CW LINE D WALL SURFACE SEA- FLOOR AT DRAIN FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) i COVER AND FRAME 2" MIN. SIZE VENT—�] L WALL CLEAN OUT DETAIL NOT TO SCALE IN-LINE CIRCULATING PUMP SEE SPECIFICATION DIAL TYPE PRESSURE GAUGE (0-100 PSIG) GAUGE COCK Fl- 11, o FOR CONTINUATION AND SIZE, SEE . ...... ........ . 61EE,_ FLOOR PLAN BALL VALVE REDUCING TEE (OR TEST PLUG UNION CHECK VALVE FOR INSERTION OF GAUGE) RECIRCULATING PUMP DETAIL MOP SINK DETAIL HOT WATER RETURN NOT TO SCALE THERMOMETER PIPING (WHERE REVD) DOMESTIC ' TEMPERED WATER LOW SUCTION FROM HOT PRESSURE SWITCH WATER SOURCE VOLUME CONTROL AND SHUTOFF HIGH SYSTEM PRESSURE SWITCH MIXING VALVE SEE TO HOT FIXTURE SCHEDULE T SYSTEM PRESSURE WATER SOURCEAQUASTAT� GUAGE (OPTIONAL) HW CW CIRCULATING C CENTRIFUGAL END SUCTION TRAP UMP PUMPS BASE MOUNTED. (WHERE REQ'D) i CHECK VALVE CHECK VALVE 1 DOWNSTREAM OF I ' BALL VALVE SUCTION J1/2" BY-PASS OF O -� TEMPERED WATER PIPED TO BY-PASS INLET 1 ? BALL VALVE TO BALANCE SANITARY SYSTEM (TYPICAL) FLOOR DRAIN DETAI L NOT TO SCALE ACCESS PANEL SHUT—OFF VALVE TRAP PRIMER VALVE DISTRIBUTION UNIT 1/2" CW LINE FINISHED FLOOR FLOOR GRATE TO BE FASTENED DOWN WITH SCREWS MOUNT FLUSH DRAIN LINE WITH FINISHED FLOOR LZ AIR GAP =2X "D" 2" MIN.) a ' HUB OUTLET NOTE: A. FLOOR SINK COVER FLUSH WITH TILE OR FLUSH WITH CONCRETE FLOOR IN AREA WITH NO TILE FLOOR SINK DETAIL System No. w W -J-1035 F -Rating - 2Hr . T -Rating - 0 Hr • ROVIDE in ELASTOMERIC INSULATION OVER 0 .. •. v. Q• Q .q qIq. ' v.. • Q Q 0 V, •� '.n• n • . .. •n.' . . • i►.'O•'. 1 O•'. 1 ••O'. 1 . •0'.J►' •' . .. • • n PIPE PENETRATION ►� 1" DX COIL 00`, CO- CO I —PROVIDE CLEANOUT IN PROVIDE TRAP AT BOTTOM OF RISER AND DISCHARGE TURNS AND ENDS OF INTO FLOOR RECEPTACLE PIPE FLOOR PIPE DIAMETERES COIL AS REQUIRED. DRAIN SECTION THRU TYP. FLOOR DRAIN NOT TO SCALE INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH THERMOMETER GAUGE (0-200 DEG) AQUASTAT FOR CONTROL OF PUMP TEST THREE CLEM WATER LINE PIPE 1/Y CW LINE D WALL SURFACE SEA- FLOOR AT DRAIN FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) i COVER AND FRAME 2" MIN. SIZE VENT—�] L WALL CLEAN OUT DETAIL NOT TO SCALE IN-LINE CIRCULATING PUMP SEE SPECIFICATION DIAL TYPE PRESSURE GAUGE (0-100 PSIG) GAUGE COCK Fl- 11, o FOR CONTINUATION AND SIZE, SEE . ...... ........ . 61EE,_ FLOOR PLAN BALL VALVE REDUCING TEE (OR TEST PLUG UNION CHECK VALVE FOR INSERTION OF GAUGE) RECIRCULATING PUMP DETAIL MOP SINK DETAIL HOT WATER RETURN NOT TO SCALE THERMOMETER PIPING (WHERE REVD) DOMESTIC ' TEMPERED WATER LOW SUCTION FROM HOT PRESSURE SWITCH WATER SOURCE VOLUME CONTROL AND SHUTOFF HIGH SYSTEM PRESSURE SWITCH MIXING VALVE SEE TO HOT FIXTURE SCHEDULE T SYSTEM PRESSURE WATER SOURCEAQUASTAT� GUAGE (OPTIONAL) HW CW CIRCULATING C CENTRIFUGAL END SUCTION TRAP UMP PUMPS BASE MOUNTED. (WHERE REQ'D) i CHECK VALVE CHECK VALVE 1 DOWNSTREAM OF I ' BALL VALVE SUCTION J1/2" BY-PASS OF O -� TEMPERED WATER PIPED TO BY-PASS INLET 1 ? BALL VALVE TO BALANCE SANITARY SYSTEM (TYPICAL) FLOOR DRAIN DETAI L NOT TO SCALE ACCESS PANEL SHUT—OFF VALVE TRAP PRIMER VALVE DISTRIBUTION UNIT 1/2" CW LINE FINISHED FLOOR FLOOR GRATE TO BE FASTENED DOWN WITH SCREWS MOUNT FLUSH DRAIN LINE WITH FINISHED FLOOR LZ AIR GAP =2X "D" 2" MIN.) a ' HUB OUTLET NOTE: A. FLOOR SINK COVER FLUSH WITH TILE OR FLUSH WITH CONCRETE FLOOR IN AREA WITH NO TILE FLOOR SINK DETAIL REMOVABLE 24 PRECAST CONC. COVER SET IN BELL END NOT TO SCALE DOSE END System No. w W -J-1035 F -Rating - 2Hr ET WITH T -Rating - 0 Hr Guide XHEZ ROVIDE in ELASTOMERIC INSULATION OVER Through -Penetration Firestop Systems rA IN FREEZER BOX SECTION ONLY - (ELECTRIC REMOVABLE 24 PRECAST CONC. COVER SET IN BELL END NOT TO SCALE DOSE END PROVIDE A COMPLETE FREEZE PROTECTION SYSTEM FOR CONDENSATE w PIPING IN FREEZE BOX EQUIVALENT TO RAYCHEM/TYCO #5XL-2-CR e 208, 15A WITH AN OUTPUT OF 5 WATTS PER FOOT AND 40'F ET WITH START-UP TEMPERATURE. KER ROVIDE in ELASTOMERIC INSULATION OVER FREEZE PROTECTION ON CONDENSATE LINE - W IN FREEZER BOX SECTION ONLY - (ELECTRIC HEATING CABLE IS BY OTHERS) Q 00 SILICONE SEAL AROUND PIPE PENETRATION ►� 1" DX COIL 00`, CO- CO I —PROVIDE CLEANOUT IN PROVIDE TRAP AT BOTTOM OF RISER AND DISCHARGE TURNS AND ENDS OF INTO FLOOR RECEPTACLE PIPE WITH AIR GAP OF TWO MAKE CONNECTION TO PIPE DIAMETERES COIL AS REQUIRED. NO INSULATION ON PIPE RISER WALK-IN COOLER OR FREEZER BOX FLOOR SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. WALK IN COOLER FREEZER CONDENSATE DRAIN NOT TO SCALE HOT WATER RECIRC. PUMP HWRP-1 VARIABLE FREQUENCY DRIVE SEE SCHEDULE AND DETAIL CONTROL PANEL NEMA 1, SEE FLOOR PLAN FOR PIPE SIZES. VACUUM RELIEF VALVE U.L. LISTED. DISCHARGE - I G DIRECT VENT FLUE EXHAUST BALL VALVE (TYP•) i SEE MECH. DWGS. -_ I UNION (TYPICAL) T C TEMVAL`P.. && PPRE(TYPIESS,. RELIEF STAINLESS STEEL HEADERS. W COLD WATER SYSTEM, MUST BE DOWNSTREAM MUST BE DOWNSTREAM OF VIBRATION ISOLATOR -STRUCTURAL STEEL BASE OF 1/2" BY-PASS AND CIRCULATOR BUT BEFORE FOR SUCTION & DISCHARGE BEFORE CHECK VALVE. BALL VAI- STRUCTURAL STEEL BASE PIPE MAINFOLDS COLD WATER SUPPL� SUITABLE FOR GROUTING SHUT-OFF VALVE NOTE: RECIRCLJNE MUST BE TIED IN DOWNSTREAM THERMAL DRAIN OF THE RETURN LINE CHECK VALVE. PROVIDE WITH SHUT-OFF VALVES AND BYPASS VALVE NORMALLY CLOSED. MIXING VALVE DETAIL DOMESTIC WATER BOOSTER PUMP DETAIL NOT TO SCALE NOT TO SCALE ATER HEATER GWH-1 SEE SCHEDULE. DIRECT VENT FLUE INTAKE SHUT-OFF COCK & REGULATOR SEE MECH. DWGS. PER MFG. REQMTS. TERMINATE 3/4" TEMP. & PRESS. MIN. 1" DIA DRIPLEG I RELIEF VALVE AND 1" DRAIN DRAIN VALVE C PAN PIPING OVER FUNNEL FLOOR DRAIN WITH INDIRECT DRAIN PAN I I CONNECTION 117 HOUSEKEEPING PAD THERMAL EXPANSION TANK GAS WATER HEATER DETAIL January 08, 1997 W -J-10345 - A Card LA L� Section A -A Concrete or concrete block wall. 0 OMax. 4" steel or Iron pipe, Copper pipe or tube. 3A 2" thick fiberglass insulation ( used to create a buffer zone) extending a minimum of 21" from each surface of the wall. Annulus ranging from point contact of 1" maximum. 3B SpecSeal Series 100 Sealant installed to 518"depth, flush with both surfaces of the wall. At point contact, install a (" cove bead of sealant at instulation/ concrete wall interface. PIPE PENETRATION DETAIL NTS PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADULATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF MASTIC. /-MINIMUM 12" ABOVE ROOF ROOF DECK ANCHOR PIPE TO ROOF DECK OR JOISTS WITH U -BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO DECK OR JOIST. HUBLESS PIPE CONNECTORS ON CAST IRON PIPE. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VENT THRU ROOF MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTER FLASHING WITH ROOFING CONTRACTOR. VENT THRU ROOF DETAIL NOT TO SCALE a" Vie. A.DEEP SEAL "P" TRAP. COMMERCIAL LAUNDRY WASHER DRAIN DETAIL SCALE: NTS SEAL DATE: 07/03/17 ����111tllltt f/ �A�F q, f + 4,.� �,%GENS �. :00o �. 609 STATe CIp Nawwaf Ahmad, PE FL -56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteu niversalarch itects.com 0 Copynght 2017 Bite Universal, LLC. Z Ri hts Reserved. CONSULTANT PROJECT A w �N I~ cIr ti LLI ti � Ch Q 080 W Z W0Q waCO Q 00 LLU_ C ZH U_ ►� I00 o U 00`, Q H O7 a SEAL Nawwaf Ahmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 501 Elite Universal Job No. 0809 I SE C.I. AERATOR ROUGH—IN DIMENSIONS MVQ. 4 • I ARCHITECTURE -ENGINEERING -INTERIORS Osce la Ave. 3Orlando, FLo32806 �t ROof°��'� * CONSULT FACTORY FOR PENETRATION APPLICATIONS 407.325.3550 t CON www.eliteuniversalarchitects.com ®Copynght 2017 Elite Universal, LLC. f NI Ri hts Reserved. TTTE—RUFF %1100'r 4� \ e � f�°' OeVGNT BOA CONSULTANT V I °h f ` ?p• q�° f VmARr (ABLE RECESS /�,� S'• ( �i7i °n o,� I or Pressure Relief Line �., 1,100fe iDj a` I Pressure in. Elev. Reqmts. o { \ °,►i8 A?p I Ze 008e Relief Line SE AERATOR SIZES -r Z are ° T q ,� `n, P` 3» 4»x3» 4" 5» A ° ^ * a ° � Z W a ` ?p, �i�• eA �0• Builiding Drain < N N o E W <_ _ �� Vi W N t2') � \ S�oow• ' ��0• q 10" 10.50" 13" 16 VARIABLE r ' "' � � = w �%% N S•• tom• S><o Detail "A -A" Z OYt"7 ��.. z. Ilk ��. B 13.25" 16.75" 17.75" 20.75" A W =, a I g•, B AERATOR FITTING Z °° 13 a � � a_ C 19.50" 24.75" 24.75 30.75" + W ' � C wi;-:5`ON°0 '• Lu w o Ln A D 6.75" 9.75" 9.75" 12.50" D 0 3 HORIZONTAL LENGTH OF PRESSURE RELIEF LINE NOT TO SCALE Ewa 3•,08 fQ 4•• COMBINING SOVENT STACKS STACK OFFSETS ABOVE HIGHEST FIXTURE°8fe M ,S Sfa�,t TM „ WITH NOT TO SCALE NOT TO SCALE= ox \°• TI TE RUFF 3 P R L 4S• \° 4"C.I. DEAERATOR DIMENSIONS 3 UVw Sf-40 •, °•4 3•• o� f wo8t@, 4.. Sod 13.5" °'•°for �?' °x � , SOii Mo+ t I °'k R S\per %%i M°'r ?�\p• w 9.65 q� A�Qt4_ ,? \0` 4" SOVENT STACK 3 3'pR Bpi q g,, ,� I o+•* �9� TiTE RUFF 3" PRL �,, ¢•• PROJECT --- -boto•St So orf 4" DEAERATOR FITTING bp r_jfin• Sf°�f .i•• S �` � A 00 �\0• Odd ?,, �' SOVENT WASTE BRANCHES » o H �, a e. ��* NOT TO SCALE 13.5 Now 8.5" FIN FLOOR MSI LLi i NOTE: SOVENT CRITERIA ALLOWS 27 FT. MAX. DISTANCE r- ON 4 IN. SOIL BRANCH, IT IS RECOMMENDED TO MAXIMIZE Q M MAIN BLDG. DRAIN PRESSURE RELIEF LINE USE OF 3 IN. PIPE FOR 1.6 GPF TOILET SYSTEMS. • 3 BRANCH WASTE LINE PRESSURE MIN. ELEV. REQMTS. Oe 4.5" •• d a OO 0 O f RELIEF UN FIXTURE DI STAN CES FROM SOVEN T STACK ��°fes. w 9f — J qt.65» w w 0 a (P.R.L) NOT TO SCALE q 9.65 ���� 3 NO—HUB BAND Z O 1= I MUST CONNECT ABOVE HORIZONTAL 8"� SLEEVE OR BLOCKOUT ` y CENTERLINE OF MAIN BLDG. DRAIN BUILDING DRAT 6 Top View 00 0 U_ U TOP OF SLAB 6 > g Q Side View M.y�45 DETAIL "B—B" DETAIL "A—A" BOTTOM OF SLAB SUBMIT SOVENT CONNECTION DETAILS '\ NOT TO SCALE SEE PLANS NOTE: START I.E. OF 4"S USING l FOR CHASE�� B—LINE "8-3109" FLAT TOP CLEVIS SIZE HANGER SOVENT STACK OFFSETTING ?"' CD NOT TO SCALE Z U) J 4" SOVENT STACK FINISHED WALL OF BATHROOM SEE SOVENT F I TTI N G B L 0 C K 0 U T LAVATORIES — VERTICAL BRANCH SINKS — VERTICAL BRANCH SANITARY TEE FITTING WITH CLEANOUT AND COVER PLATE CONCEALED BEHIND ARCHITECTURAL PLANS FOR NO SCALE . W WATER CLOSET TANK CONSTRUCTION AND THICKNESS •• J Q 3" PRESSURE RELIEF LINE GENERAL CONTRACTOR NOTE: 0— SOVENT DEAERATOR FITTING WATER CLOSET SPECIFICATIONS SEE ��PLUMBING SCHEDULE FOR TYPE S WALL PANELING ,MOUNTING FINISHED FLOOR (LOWEST LEVEL) SEE PRIOR TOINSTALL GAS LNE ARCHITECTURAL PLANS FOR CONSTRUCTION WALL Ez- � FIRST FIXTURE BRANCH CONNECTION 1 ECOOKING QUIP MENTBUILDING TO SANITARY MAIN A MINIMUM OF TEN PIPE DIAMETERS DOWNSTREAM OF THE CENTERLINE OF STACK CLOSET FLANGE ELBOWS AND RITINGS MIN. 1" (VERIFY WITH CODES) 60- �• BY PLUMBER LAVATORIES —HORIZONTAL BRANCH SINKS —HORIZONTAL BRANCH SEAL NOTE: SOVENT FITTING AND GAS QUICK—DISCONNECT WITH DOUBLE PRESSURE RELIEF LINE SHOWN SWIVELS. DISCONNECT HOSE PROVIDED OFFSET FOR CLARITY BY K.E.C. AND INSTALLED BY PLUMBER GAS CONNECTION ON SHUT—OFF VALVE COOKING EQUIPMENT 0 BY PLUMBER SOVENT FIXTURE BRANCHES Newwat PE MAIN GAS MANIFOLD PROVIDED 56095 GAS PRESSURE REGULATOR AND SECURED TO WALL BY PLUMBER NOT TO SCALE DETAIL: SOVENT RISER — LOWEST LEVEL PROVIDED BY K.E.C. ANO = REVISIONS: NOT TO SCALE INSTALLED BY PLUMBER INSTALL GAS MANIFOLD TIGHT TO DATE DESCRIPTION WALL TO GAIN MAXIMUM EQUIPMENT o71o3n7 DEPTH UNDER HOOD SEAL DATE: 07/03/17 RESTRAINING CORD TO BE SECURED ►,�!%111111111j, RF A, ,r f�♦ x %1111 iittj,! TO BY PLUMBER (INCLUDED t w � W ( `, �s�f+ ��EJy•., � DRAWN BY: M.V. a+ w' w .1 s N WITH KIT BY K.EC.) "!�' ' �3�QE�jJR' s � � CHECKED BY: N.A.A. 377* TE C)F i DATE: JANUARY 29, 2015 s ,1 s • ffi, �+,��,�`►� • '""''••,',`*`,��, SHEET: 3 Nawwaf Ahmad, PE GAS QUICK -DISCONNECT DETAIL FL-5�95 502 (TYPICAL INSTALLATION) Elite Universal Job No. 08009 -CONCRETE FOUNDATION WALL RUBBER SEALING ELEMENT PRESSURE PLATES -TIGHTENING LUGS SCH. 80 GALV. STEEL PIPE SLEEVE WATER STOP AND ANCHOR COLLAR FINISHED ANCHOR COLLA SCHEDULE 40 GALVANIZER STEEL PIPE SLEEVE. 1"O.D. LARGER THAN PIPE/INSULATION — RISER CLAMP —FIRE STOP/SMOKE SEAL PER SPECIFICATIONS mm m' CONC. FLOOR SLAB OR FLOOR CONSTRUCTION PIPE PENETRATION DETAIL EXT. PIPE PENETRATION _W/SLEEVE DETAIL METALLIC PIPE— OR EMT CONDUIT FIRE PROOF CAI (TYP FOR BOTH SIDES) 8 1 /4" ° FIRE/SMOKE RATED CONCRETE OR BLOCK WALL MINERAL WOOL SCHEDULE 40 GALV. STL SLEEVE (NOT REQUIRED FOR EXISTING METALLIC PIPE POURED CONCRETE WALLS). FIRE/SMOKE RATED CONCRETE OR BLOCK WALL SCHEDULE 40 GALV. STL SLEEVE (NOT REQUIRED FOR EXISTING POURED CONCRETE ° WALLS). INSULATION MINERAL METALLIC UL LISTED FIRE UL LISTED FIRE CAULK SEALANT FIRE PROOF CAULK SEALANT I CAULK (TYP FOR BOTH SIDES) " . FIRE/SMOKE NON INSULATED INSULATED PIPE GYP BOARD PIPE/ CONDUIT ASSEMBLY GENERAL NOTES: PROVIDE UL LISTED, FM APPROVED FIRE/SMOKE PENETRATION ASSEMBLY IN ACCORDANCE W/ UL1479, ASTM E814 INSULATED/NON REQUIREMENTS FOR WALL TYPE, RATING, PIPE SIZE AND INSULATION THICKNESS INSTALLED. INSULATED PIPE FIRE STOPPING SHALL HAVE A RATING EQUAL TO OR GREATER THAN THE WALL BEING PENETRATED — SEE SPECIFICATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR WALL RATING AND LOCATIONS PLASTIC PIPING: PROVIDE UL LISTED, FM APPROVED FIRE/SMOKE ASSEMBLY LISTED FOR PLASTIC PIPE IN ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS. PIPE PENETRATION WITH FIRE/SMOKE SEAL INLET' STRAINER WITH BLOW—DOWN VALVE 12" x 12" 1o" x 1o" ANTI—TILT FLUSH WITH rHALF FINISHED FLOOR GRATE FINISHED FLOOR NOTE: TO PAINT ALL EXPOSED GAS PIPING IN KITCHEN WITH EPDXY WHITE PAINT. OUTLET PIPE SIZE 8 1/4 FLOOR SINK DETAIL UNION (TYPICAL) —� SHUT—OFF VALVE (TYPICAL) INSTALL OVERSIZED COPPER DRAIN PAN BELOW RPD, AND PIPE DRAIN TO RECEPTOR. BACKFLOW PREVENTER DETAIL CLIC SLEEVE (GAGE AS ARED FOR LISTING) _ISTED FIRE LK SEALANT ELATION 3TED FIRE 'kSEALANT O 4" ECC 2" VENT MANHOLE COVER AND FRAME MIN. 30" ROUND INSIDE CLEAR. MEDIUM DUTY COVER IN SODDED AREAS. HEAVY DUTY COVER (H-20 LOADING IN PAVED AREAS (TYPICAL) APPLIANCE PROTECTION NOZZLE OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3-PHASE CONTACTORS AND OVERLOADS �(IF APPLICABLE) FAN AND L GHl T CONTROL PANEL =11=11 .. =1 .11.. =11= =11 II=1 11=11=11=11�=11=II=11-1 11=11=11=11=11=11= • REMOTE MANUAL PULL STATION OEM RELEASE/ –1 BRACKET ASSEMBLY 117 Pak MANUAL REMOVABLE STAINLESS ifI��I rl SHUT OFF VALVE STEEL SERVICE DOOR IN-LINE AUTOMATIC SHUT-OFF VALVE a W G. r 14 tAiN a00 Joe "C -A RESTRAINING DEVICE (REQUIRED WITH CASTERED APPLIANCE) QUICK DISCONNECT a (REQUIRED WITH CASTERED APPLIANCE) DRAWING IS FOR THE EXPRESS PURPOSE THE INSTALLATION SHOWN ON THIS ONLY. THE FINAL INSTALLATION APPROVAL OF PROVIDING INSTALLATION GUIDELINES IS THE RESPONSIBILITY OF THE LOCAL INSPECTION AUTHORITY. NOTE: Installer must verify the size of the gas connectorto match equpment supply BTU'S for peak performance inlet and equipment manufacturer's recommended TYPICAL GAS PIPE INSTALLATION DETAIL. FIRE SUPPRESSION DETAIL 1250 GALLON GREASE INTERCEPTOR 4" ECC PLAN 2" VENT 4" ECO MANHOLE FLUSH WITH GRADE. EXTEND RISERS AS REQUIRED (TYPICAL) GRADE/PAVEMENT 2 1/211 LIQUID LINE 2" VENT 4,f II II 24" BELOW I LIQUID LINE IJ_ II N L_______co �--�__—�� 750 GALLON GREASE INTERCEPTOR SECTION GREASE INTERCEPTORS INSTALLATION DETAIL IS DIAGRAMMATIC AND TYPICAL. REFER TO DESIGN DETAIL BELOW PER THE CITY OF SANFORD UTILITY DEPARTMENT City of Sanford Utility Department Pretreatment Section INTERCEPTOR DESIGN OIL & GREASE INTERCEPTOR DETAIL (DESIGN IS NOT TO SCALE) FLAN VIEW NOTES Pipes =minimum of 4" diameter TYPICAL GREASE INTERCEPTOR DETAIL A" Nawwaf Ahmad, PE FL - 56095 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com O Copynght 20,7 Bite Urhivem�, LLC. Ail Ri is Reserved. CONSULTANT PROJECT A w w ti T�u V1 �QM�. O Q o W I— 0 LL d awe°U) LU T/1 II.o J LL U_ �a�0 Z�7 M�IMZU !� Z � m Q ^J C) SEAL Nawwaf Ahmad, PE FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03117 SUBMIT 11 17 BUXI. DEPT. DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: P 503 Elite Universal Job No. 08009 ARCHITECTURE -ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. Al Rights Reserved. CONSULTANT X N N O O m Nin, oL��yo� v Y� O! V QED E N6 O° °° CU 3 C Ln 3 o c ti 0 2Wa. LIMJ PROJECT A W LLi �q Q�� . ` 4.• )O<O !.. �W Q O 55 J LL �ad0 �4 ... • . • • • CONCRETE SLAB ' • ' t °_�— CONCRETE FASTENER .—:r 4 .N 4 4, SELF—DRILLING ANCHOR .�. THREADED SIDE BEAM BRACKET z a CPVC PIPE HANGER _-* N ALL THREAD ROD ALL THREAD ROD ADJUSTABLE RING HANGER ADJUSTABLE RING HANGER ................ . . . . ..... .... ..... ... ......... ....... .... .. ... .... ...... DRYWALL 4" STUD WALL K1 PIPE HANGER DETAIL K7 PIPE HANGER DETAIL K10 SIDEWALL SPRINKLER DETAIL NTS NTS NTS 90' ELL --\4" STANDPIPE U '— a Cn ........................................................................................ ` CONCRETE SLAB a `n > a 3 �a CONCRETE DECK 0 90' ELL 3 -- EXTERIOR WALL OUTLET UNION 1" GLOBE VALVE— STUD ER DRIVEN " (2) 5/8 HILTI " SET AT 5 -0 A.F.F. SCREWED ELL DROP -INS SHORT CLIP GALVANIZED NIPPLE MAIN DRAIN (SIZES VARY) GALVANIZED 45+ ELBOW ST & DRAIN VA. W/ PSI RELIEF HANGER RING SMOOTH BORE CORROSION RESISTANT OUTLET GIVING ALL FLOOR CONTROL VALVES SHALL BE LOCATED ON THE MAIN COORDINATE ALL HANGER LOCATIONS WITH FLOW EQUIVALENT TO ONE LANDINGS OF THE FLOORS THEY ARE SUPPLYING. U.N.O. THE STRUCTURAL ENGINEER FINISHED FLOOR SPRINKLER COORDINATE ALL HANGER LOCATIONS WITH THERE SHALL BE (2) FLOOR CONTROL VALVE ASSEMBLIES EACH ......... .... THE STRUCTURAL ENGINEER FLOOR. F1 REMOTE INSPECTOR'S TEST CONNECTION F7 I PIPE HANGER I DETAIL F10 SPRINKLER SYSTEM CONTROL VALVE K14 CPVC 2 -HOLE HANGER DETAIL NTS NTS NTS NTS 1• THE WET PIPE SPRINKLER SYSTEM(S) SHALL BE DESIGNED 10. UPRIGHT SPRINKLERS TO BE LOCATED BETWEEN 1" AND 12" BELOW ROOF 24. CORROSION PROTECTION FOR ALL UNDERGROUND BOLTED JOINT AND INSTALLED IN ACCORDANCE WITH NFPA 13 (2010 EDITION), NFPA 14 ), 61G15 OF FLORIDACODE THE DSTREAMI DECK. ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT FIRE PROTECTION L E G E N D 2014 MEET EED OR OTHER CORROSION–REIARDING AFTERSON FLORIDA2010 BUILDING CODE. HOSE OR EXCTVE TO THE 11. ALL CONCEALED TYPE PENDENT SPRINKLERS ARE TO BE BRASS, 1/2" IN ACCORDANCE WITH NEPA 13, 2010 EDITION,D SE OIAL 0 3'6.2. REQUIREMENTS OF NFPA 13, 2010 EDITION AND LOCAL AUTHORITIES. ORIFICE, 15617 WITH A 5.6 K–FACTOR. EQUAL TO THE TYCO ROYAL FLUSH 2• II, QUICK RESPONSE, STANDARD COVERAGE SPRINKLER, SIN# TY3551. 25. THE UNDERGROUND MAIN STARTING AT THE PUBLIC WATER UTILITY POINT DESIGN CRITERIA FOR THE SPRINKLER SYSTEM SHALL BE AS FOLLOWS: COORDINATE COVER PLATE FINISH WITH ARCHITECT. OF CONNECTION HAS BEEN DESIGNED TO NEPA 24, 2010 EDITION. --------– EXISTING PIPING TO REMAIN OFFICE SPACE, ASSEMBLY, SLEEPING ROOMS, CORRIDORS 12. ALL UPRIGHT TYPE SPRINKLERS ARE TO BE BRASS W NO ESCUTCHEON, / 2010 EDITION. INSTALLATION ND TESTING MUST BE IN ACCORDANCE WITH NFPA 24, 7L 41417117 EXISTING PIPING TO BE REMOVED OCCUPANCY CLASSIFICATION: LIGHT HAZARD 1/2" ORIFICE, 1557 WITH A 5.6 K -FACTOR. EQUAL TO THE TYCO SYSTEM TYPE: WET UPRIGHT, QUICK RESPONSE, STANDARD COVERAGE SPRINKLER, SINI 26. ALL FIRE SPRINKLER COMPONENTS ARE TO BE RATED FOR THE MAXIMUM — — FIRE DEPARTMENT CONNECTION PIPING System No. DESIGN DENSITY: 0.10 GPM/SQ. Fr. TY3131 • SYSTEM WORKING PRESSURE TO WHICH THEY ARE EXPOSED IN W HYDRAULIC AREA OF APPLICATION: MOST REMOTE 1 500 Sq.ft. � 13. ALL SEMI–RECESSED PENDENT TYPE SPRINKLERS ARE TO BE CHROME ACCORDANCE WITH NFPA 13 2010 EDITION SECTION 6.1.3. — F — UNDER GROUND SUPPLY MAIN -J-1035 F -Rating - 2Hr MAXIMUM HEAD COVERAGE: 225 sq.ft. TEMPERATURE RATING: 165 DEGREES FAHRENHEIT U.N.O. RECESSED WITH CHROME ESCUTCHEON, 1/2" ORIFICE, 155'F WITH A 5.6 27. THE COMPONENTS OF THE FIRE PROTECTION SYSTEMS) FURNISHED —' — STANDPIPE PIPING T -Rating - 0 Hr HOSE STREAM ALLOWANCE: 100 GPM K–FACTOR. EQUAL TO THE TYCO PENDENT, QUICK RESPONSE, STANDARD COVERAGE SPRINKLER, SIN# TY3231. UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE GUARANTEED FOR SPRINKLER BRANCH LINE PIPING Guide XHEZ January 08, 1997 DURATION: 30 MINUTES A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE THEREOF, Through -Penetration Firestop Systems W -J-10345 - A Card 14. ALL DRY TYPE PENDENT SPRINKLERS ARE TO BE CHROME PLATED, EITHER FOR BENEFICIAL USE OR FINAL ACCEPTANCE, WHICHEVER IS EARLIER, AGAINST DEFECTIVE MATERIALS, DESIGN, AND WORKMANSHIP. — SPKR — SPRINKLER MAIN PIPING STORAGE SPACE, MECHANICAL ROOMS, KITCHEN CHROME ESCUTCHEON, 1/2" ORIFICE, 1557 WITH A 5.6 K–FACTOR. UPON RECEIPT OF N0110E FROM THE ARCHITECT OF FAILURE OF ANYA OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 EQUAL TO THE TYCO DRY PENDENT, QUICK RESPONSE, STANDARD PART OF THE EQUIPMENT DURING THE GUARANTEE PERIOD, THE AFFECTED— DRY — DRY PIPE MAIN PIPING ' SYSTEM TYPE: WET COVERAGE SPRINKLER, SIN# TY3235. PART OR PARTS SHALL BE REPLACED PROMPTLY WHICH INCLUDES • NEW SEMI–RECESSED PENDANT SPRINKLER. (IN LIVING UNITS) 1 .� ' DESIGN DENSITY: 0.15 GPM/SQ. FT. REMOVING THE DEFECTIVE PART OR PARTS, REPLACING AND INSTALLING •. , HYDRAULIC AREA OF APPLICATION: MOST REMOTE 1,500 Sq.ft. 15. ALL SIDEWALL SPRINKLERS ARE TO BE NATURAL BRASS, 1/2" ORIFICE, THE NEW PART OR PARTS AND AT THE EXPENSE OF THE CONTRACTOR. 2 4• 2 MAXIMUM HEAD COVERAGE: 130 SQ. FT. 1557 WITH A 5.6 K–FACTOR. EQUAL TO THE TYCO SIDEWALL SPRINKLER, 0 NEW CONCEALED PENDANT SPRINKLER. TEMPERATURE RATING: 165 DEGREES FAHRENHEIT U.N.O. HOSE STREAM ALLOWANCE: 250 GPM QUICK RESPONSE, STANDARD COVERAGE SPRINKLER, SINE TY3311. 28. A CERTIFICATE OR LETTER OF APPROVAL FROM OWNER'S INSURANCE II NEW UPRIGHT SPRINKLER. DURATION: 30 MINUTES 16. COORDINATE SPRINKLER PIPE ROUTING AND FINAL HEAD LOCATIONS WITH UNDERWRITERS SHALL BE OBTAINED BY FIRE PROTECTION CONTRACTOR AND TURNED OVER TO THE OWNER. ALL TRADES AND EXISTING STRUCTURE PRIOR TO INSTALLATION. FINAL 0 NEW UPRIGHT SPRINKLER BELOW DUCTWORK. 3. THESE DRAWINGS ARE PERFORMANCE SPECIFICATION ONLY AND ARE ONLY SPRINKLER INSTALLATION MUST ABIDE BY ALL OBSTRUCTION RULES PER 29. OPERATING AND MAINTENANCE INSTRUCTIONS, PRINTED AND BOUND IN 0. NEW SIDEWALL SPRINKLER HEAD (IN LIVING UNITS) 3A"" -"-- '------------ INTENDED TO CONVEY SCOPE OF WORK AS DEFINED IN 61G15 OF THE FLORIDA NFPA 13, 2010 EDITION AND FIRE SPRINKLER MANUFACTURER'S HARD COVER THREE–RING LOOSE LEAF NOTEBOOKS, SHALL BE PROVIDE --- ADMINISTRATIVE ADMINISTRATIVE CODE. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED DRAWINGS AND HYDRAULIC SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NUMBER OF SPRINKLERS. TO THE OWNER. O INDICATES HYDRAULIC CALCULATION NODE TAG NUMBER 3B 3A 3B CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AS DEFINED IN 30. DRY PIPE SPRINKLER SYSTEM SHALL BE PROVIDED FOR ATTIC SPACE PER X" TOP NUMBER INDICATES PIPE SIZE IN INCHES, BOTTOM NUMBER .4 • : 61G15-3.2.004(2) ITEMS (A)–(J) AND NFPA 13, 14-1 WORKING PLANS. 17' _ THEHAVEPROVIDED, GS SH LLLPSOVIDE, OR EOF R SD�T SET NFPA 13, 2010 EDITION. XX'–X" INDICATES DISTANCE BETWEEN NODES IN FEET AND INCHES. CCONSTRUCTI DRAWINGS AND A 4. AS PER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE, SECTION OCCUR ABOVE THE CEILING PLANE. THE COORDINATION DRAWINGS SHALL 31. DRY PIPE SPRINKLER SYSTEM SHALL BE PROVIDED FOR UNHEATED EXT D NEW SIDEWALL HEAD (EXTENDED COVERAGE) 32.003(1), THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE DETAILED INCLUDE, BUT NOT BE LIMITED TO, STRUCTURAL MEMBERS, HVAC SPACES PER NFPA 13, 2010 EDITION. DRY SYSTEM PIPING SHALL BE Section A -A WORKING PLANS IN ACCORDANCE WITH NFPA 13, 2010 EDITION, CHAPTER DUCTWORK, HYDRONIC PIPING, PLUMBING SUPPLY AND WASTE PIPING, FIRE SCHEDULE 40 GALVANIZED STEEL WITH MALLEABLE IRON FITTINGS. N.C. INDICATES NEW CONNECTION TO EXISTING PIPING. EXTEND NEW � 14, SECTION 14.1. THE FIRE PROTECTION SYSTEM LAYOUT SHALL FOLLOW PIPING, ELECTRICALONDUITS AND RACEWAYS,COORDINATION THE DESIGN GUIDELINES SET FORTH IN THESE FIRE PROTECTION SYSTEMSYSTEM. ELECTRICAL LOW VOLTAGTECTION CONDUITS AND RACEWAYS. TH DRAWINGS SHALL. PROVIDE, APPORTION, AND COORDINATE SPACE FOR ALL 32. SPRINKLER HEADS ARE NOT REQUIRED FOR ELEVATORS IF THE HOISTWAY IS OF NONCOMBUSTIBLE CONSTRUCTION. CONTRACTOR PIPING AS REQUIRED TO MAKE NEW CONNECTION TO EXISTING VERIFY SIZE, LOCATION, CAPACITY, CONDITION AND O Concrete or concrete block wall. ENGINEERING DOCUMENTS. SHALL VERIFY AND SYSTEMS, HORIZONTALLY AND VERTICALLY ABOVE THE CEILING PLANE TO COORDINATE WITH ELEVATOR MANUFACTURERS. TYPE OF SYSTEM BEFORE ORDERING ANY NEW MATERIALS AND 5. AS PER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE SECTION 32.003(2), THE FIRE SPRINKLER CONTRACTOR SHALL OBTAIN THE THE STRUCTURAL DECK ABOVE ALLOWING EACH TRADE CONTRACTOR THE SPACE TO PROPERLY EXECUTE HIS PORTION OF 11 -IE WORK. 33. COMBUSTIBLE/HAZARDOUS STORAGE SHALL NOT BE PERMITTED IN ANY BEFORE COMMENCING ANY NEW WORK. 2 Max. 4 steel or Iron pipe, Copper pipe or tube. O PP PP PP ACCEPTANCE TESTS FROM THE LOCAL AUTHORITY. THE ACCEPTANCE TEST ROOM DESIGNED FOR THE FIRE SPRINKLER RISERS OR EQUIPMENT. A FOR THE OVERHEAD SPRINKLER SYSTEM PIPING SHALL BE IN 18• ACCORDANCE WITH NFPA 13, 2010 EDITION CHAPTER 16, SEC11ON 16.2 ALL GROOVED FITTINGS TO BE "VICTAULIC" FITTINGS OR APPROVED EQUAL DURABLE 8%X11 SIGN SHALL BE PROVIDED BY THE CONTRACTOR ON ANY ROOM CONTAINING FIRE PROTECTION EQUIPMENT THAT STATS THE 3A 2" thick fiberglass insulation ( used to create a buffer USING THE MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING IN 19• ALL PENETRATIONS THRU 1–HOUR RATED WALLS TO BE PATCHED AS FOLLOWING: "FIRE PROTECTION EQUIPMENT – NO STORAGE PERMITTED". zone) extending a minimum of 21 from each FIGURE 16.1. NECESSARY. THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR surface of the wall. Annulus ranging from point 6. 20. SPRINKLER HEAD SPACING SHALL BE PER NEPA 13, 2002 EDITION. ALL DIMENSIONS TO BE VERIFIED DURING FIELD CHECK OF SPRINKLER DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT, contact of 1" maximum. SYSTEM 1 • NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (2010) 7. ALL INSTALLATION AND WORK SHALL BE DONE IN ACCORDANCE WITH NFPATHE 13, 2002 EDITION. 21 • OLLOWING ME COF VICE ULIC, VIKINGCEPTABLE MATERIAL MANUFACTURERS: RELIABLE, FLOW TEST RESULTS 2. NFPA 14, INSTALLATION OF STANDPIPES AND HOSE SYSTEMS (2010) 3. NFPA 20, INSTALLATION OF CENTRIFUGAL. FIRE PUMPS (2010) 3B SpecSeal Series 100 Sealant installed to 518"de th O P 4• NFPA 24, PRIVATE FIRE SERVICE MAINS AND THOR APPURTENANCES (2010) flush with both surfaces of the wall. At point contact, 8. ALL SPRINKLER HEADS, HANGERS do MATERIALS TO BE IN ACCORDANCE 22. SPRINKLER SYSTEMS, INCLUDING ALL ASSOCIATED FIRE PROTECTION 5. NFPA 13R, INSTALLATION OF SPRINKLER SYSTEMS (2010) install a r' cove bead of sealant at instulationl WITH NFPA 13, 2010 EDITION. SIGNALS, SHALL BE SUPERVISED BY AN APPROVED CENTRAL, FIRE PROTECTION CONTRACTOR SHALL PROVIDE CURRENT WATER FLOW TEST 6. 2014 FLORIDA FIRE PREVENTION CODE (5TH EDITION) concrete wall interface. 9. ALL CROSS MAINS &RISERS TO BE SCHEDULE 10 BLACK PIPE, U.N.O. PROPRIETARY, AUXILIARY, OR REMOTE STATION SYSTEM IN ACCORDANCE WITH NEPA. FROM NEAREST FIRE HYDRANT TO USE IN HYDRAULIC CALCULATIONS. 7. 2014 FLORIDA BUILDING CODE (5TH EDITION) ALL BRANCHLINE PIPING TO BE SCHEDULE 40 BLACK PIPE, U.N.O. PIPING 8. NFPA 101, LIFE SAFETY CODE (2012) ABOVE DWELLING AREAS MAY BE CPVC WHERE IT IS ACCEPTABLE PER ITS LISTING. 23. FIRE PROTECTION SHOP DRAWINGS, HYDRAULIC CALCULATIONS, AND 9• NFPA 72, FIRE ALARM CODE (2010) ALL TRANSITIONS FROM STEEL TO CPVC PIPING WILL BE MADE WITH UL APPROVED MATERIAL DATA SUBMITTALS ARE TO BE SUBMITTED TO ENGINEER OF FITTINGS. RECORD FOR REVIEW AND APPROVAL Al FIRE PROTECTION NOTES, LEGEND AND DESIGN CRITERIA All PENETRATION DETAIL NTS NTS ARCHITECTURE -ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. Al Rights Reserved. CONSULTANT X N N O O m Nin, oL��yo� v Y� O! V QED E N6 O° °° CU 3 C Ln 3 o c ti 0 2Wa. LIMJ PROJECT A W LLi �q Q�� )O<O W �W Q O 55 J LL �ad0 �4 M00oLLU Q a U) Z (/) O LU U � W 006 C!) W W E- 11121:� O L. Z SEAL DATE OF SEAL: 07/03/17 itr�{ti111tJ11t,�! OVO • 55095 rLATE LIF' 1fr NawwafAhmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY29,2015 SHEET: FP 000 Elite Universal Job No. 08009 I FIRE PROTECTION -1st FLOOR PLAN SCALE: 1/4"=1'-0" 1 01 INSTALLATIONS NOTES PROVIDE ELECTRONIC TAMPER SWITCH FOR ALL CONTROL VALVES. SHOP DRAWINGS OF SPRINKLER PIPING SYSTEM REQUIRED. REFER TO SPECIFICATIONS. DO NOT PROCEED UNTIL APPROVED SHOP DRAWINGS ARE AVAILABLE AT THE SITE. CENTER SPRINKLER HEADS IN CEILING TILES. COORDINATE THE PLACEMENT OF ADDITIONAL SPRINKLERS BELOW DUCTWORK WITH THE FINAL HVAC LAYOUT IN ACCORDANCE WITH NEPA 13. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. DO NOT ROUTE PIPING THROUGH ELECTRICAL ROOMS OR COMMUNICATION ROOMS. ONLY PIPING SERVING ELECTRICAL ROOMS AND COMMUNICATION ROOMS SHALL ENTER THESE ROOMS AND PIPING SHALL ENTER OVER THE DOOR WAY. PROVIDE CHROME, SEMI -RECESSED, PENDANT SPRINKLERS WITH CHROME ESCUTCHEONS IN AREAS WITH CEILINGS UNLESS NOTED OTHERWISE. PROVIDE BRASS UPRIGHT SPRINKLERS WITH HEAD GUARDS IN ALL AREAS WITHOUT CEILINGS UNLESS NOTED OTHERWISE. PROVIDE BRASS UPRIGHT SPRINKLERS IN ALL SHELL AREAS UNLESS NOTED OTHERWISE. FINAL FIRE SPRINKLER DESIGN /LAYOUT &INSTALLATION INSTRUCTIONS WILL BE SUBMITTED UNDER SEPARATE PERMIT PER THE LOCAL AUTHORITY HAVING JURISDICTION REFERENCE NOTES O1 8" FIRE SPRINKLER MAIN SUPPLY BELOW GRADE, FOR CONTINUATION SEE CML DRAWINGS. 20 6" SPRINKLER RISER. O3 FLOOR CONTROL VALVE AND FLOW SWITCH ASSEMBLY. ® SPRINKLER DRAIN RISER O5 4" SPRINKLER RISER. © 4" SPRINKLER SUPPLY MAIN ABOVE CEILING. 70 SEMI—RECESSED CABINET FIRE DEPT. VALVE IN (D 4" STANDPIPE Q9 FOR PROTECTION OF ELEVATOR HOISTWAYS, SEE FIRE PROTECTION GENERAL NOTES. 10 4" FDC PIPING TO WALL MOUNTED FIRE DEPT. CONNECTION. LOCATE ADJACENT TO EXISTING FIRE HYDRANT. PROVIDE LABEL CLEARLY INDICATING BUILDING SERVED. COORDINATE WITH CML DESIGN NOTE:- THESE DESIGN DRAWINGS ARE PERFORMANCE SPECIFICATION FOR BIDDING PURPOSE AND ARE ONLY INTENDED TO CONVEY SCOPE OF WORK. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE PROTECTION DRAWINGS WITH HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION TO SHOW ACTUAL PIPE SIZES, WATER PRESSURES AND GPM REQUIREMENTS. FIRE SPRINKLER SUBMITTALS NOTES 1— FINAL FIRE SPRINKLER DESIGN/LAYOUT & INSTALLATION INSTRUCTIONS WILL BE SUBMITTED UNDER SEPARATE PERMIT PER THE LOCAL AUTHORITY HAVING JURISDICTION/FIRE MARSHAL OFFICE. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT COMPLETE SIGNED AND SEALED FIRE PROTECTION DRAWINGS WITH HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION /FIRE MARSHAL OFFICE TO SHOW ACTUAL PIPE SIZES, WATER PRESSURES AND GPM REQUIREMENTS 2— ALL DESIGN WORK SHALL COMPLY WITH WITH THE LATEST NFPA 13, AND LOCAL FIRE CODES 3— FIRE AUTOMATIC SPRINKLER SYSTEM DESIGN SUBMITTAL REQUIREMENTS AS FOLLOW: TWO (2) SIGNED SEALED SETS OF PLANS SHOWING FLOOR PLAN OF EACH FLOOR INDICATING THE USE OF ALL APARTMENTS PLANS SHALL INCLUDE A SITE PLAN INCLUDING LOCATION OF CITY WATER TAP, DOMESTIC WATER SEPARATION POINT, POST INDICATOR VALVE INSTALLATION, POINT AT WHICH THE FIRE WATER SUPPLY UNE ENTERS THE BUILDING. THESE PLANS SHOULD ALSO SHOW THE LOCATION OF THE STORZ FIRE DEPARTMENT CONNECTION. PLANS SHALL INCLUDE A DESCRIPTION OF OPERATION OF THE SYSTEM. CUT SHEETS ON EQUIPMENT BEING USED IN THE CONSTRUCTION OF THE SYSTEM. PLANS SHALL INCLUDE A SET OF HYDRAULIC CALCULATIONS FOR THE SYSTEM. DETAIL AREAS FOR SPECIAL EQUIPMENT OR OPERATION. ARCHITECTURE -ENGINEERING -INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. Rights Re ed_ CONSULTANT z 2 Uo Z= —o UZ x ZLLI 1 L Z N N W i AA 41i TYPICAL QUICK RESPONSE 5 DESIGN NOTE: THESE DESIGN DRAWINGS ARE PERFORMANCE SPECIFICATION FOR BIDDING PURPOSE AND ARE ONLY INTENDED TO CONVEY SCOPE OF WORK. I T IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE PROTECTION DRAWINGS WITH HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION TO SHOW ACTUAL PIPE SIZES, WATER PRESSURES AND GPM REQUIREMENTS. ' \ • \ W �aQ�o d Q, U000 w ��Z, 1..1. W O 'Q^ VJ REFERENCE NOTES • 0 r� F o�U M= < a Q1 8" FIRE SPRINKLER MAIN SUPPLY BELOW GRADE, FOR CONTINUATION SEE CML DRAWINGS. `` Q2 6" SPRINKLER RISER. O FLOOR CONTROL VALVE AND FLOW SWITCH " \ ASSEMBLY. ILI 4 SPRINKLER DRAIN RISER \A \: O 4" SPRINKLER RISER. xg. .. © 4" SPRINKLER SUPPLY MAIN ABOVE CEILING. :. O7 SEMI -RECESSED CABINET FIRE DEPT. VALVE IN ® 4" STANDPIPE O9 FOR PROTECTION OF ELEVATOR HOISTWAYS. SEE ` . FIRE PROTECTION GENERAL NOTES. 10 4" FDC PIPING TO WALL MOUNTED FIRE DEPT. CONNECTION. LOCATE ADJACENT TO EXISTING FIRE ". HYDRANT. PROVIDE LABEL CLEARLY INDICATING BUILDING SERVED. COORDINATE WITH CML 5 FIRE 3 FIRE PROTECTION - 2nd FLOOR PLAN SCALE: 1/4"=V-0" 01 ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Orlando, FL 32806 407.325.3550 www;eliteuniversalarchitects.com ® Copyright 2017 Site Universa, LLC. A Rights Reserved. CONSULTANT Uo Z~ _o _U) UZ x z TC W _ E � W < ®CAWS W =r,,�,W ,a > N Noor" 8 Z O mLu � Z O= Y cN�9 •N o w +�+ Z C± co r0�wc °Q Z Y��=��� W (7 v aim" ERa N LU caoU3 Zo cc 3 wo�cc 0 m O U Q t0 O � y �uj LQJ PROJECT A W �aQ�o d Q, U000 w ��Z, 1..1. W O 'Q^ VJ w LL LL V a 0 r� F o�U M= < a Z z 0 Q � J LU 1111- U 0- O 0 w 10- LL. LU LL N SEAL DATE OF SEAL 07/03/17 SXF 1t;tltttlitf/�1��` M 1 STATE CWOr L NawwafAhmad, PE e FL - 56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY29,2015 SHEET: FP 102 Elite Universal Job No. 08009 TYPICAL QUICK RESPONSE SEMI–RECESSED CHROME SPRINKLER DRY HEAD.— lop • • • �Tviarner ` cru _ nrnrcern 0 DESIGN NOTE: THESE DESIGN DRAWINGS ARE PERFORMANCE SPECIFICATION FOR BIDDING PURPOSE AND ARE ONLY INTENDED TO CONVEY SCOPE OF WORK. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE PROTECTION DRAWINGS WITH HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION TO SHOW ACTUAL PIPE SIZES, WATER PRESSURES AND GPM REQUIREMENTS. REFERENCE NOTES O1 8" FIRE SPRINKLER MAIN SUPPLY BELOW GRADE, FOR CONTINUA11ON SEE CML DRAWINGS. O2 6' SPRINKLER RISER. O3 FLOOR CONTROL VALVE AND FLOW SWITCH ASSEMBLY. ® SPRINKLER DRAIN RISER 50 4" SPRINKLER RISER. © 4' SPRINKLER SUPPLY MAIN ABOVE CEILING. Q SEMI–RECESSED CABINET FIRE DEPT. VALVE IN ® 4" STANDPIPE 9O FOR PROTECTION OF ELEVATOR HOISTWAYS, SEE FIRE PROTECTION GENERAL NOTES. 10 4' FDC PIPING TO WALL MOUNTED FIRE DEPT. CONNECTION. LOCATE ADJACENT TO EXISTING FIRE HYDRANT. PROVIDE LABEL CLEARLY INDICATING BUILDING SERVED. COORDINATE WITH CML F21_.'4 3 FIRE PROTECTION - 3rd FLOOR PLAN SCALE: 1/4"=1'-0" 1 01 ( ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ®C9pynght 2017 Bite U —d LLC. Al Rights Re ed. CONSULTANT z z U� Z= �o Vz X Zu w _ _ W Z 03 US NNo O co 1� OO U c UJ—NU - ZV. CO NOD w =3 C4 0_ z -6 m v o z W C7 U N co r E p Q N LU C? 0 cc D 3 c z w o 3 $ co 0 z ti g v PROJECT A W � N Lj ti Q W �w0a wQoU) LL � Lj_ o z M�IoZU ��'a W � SEAL DATE OF SEAL: 07/03/17 �F A.�.ej,�j.�s NawwafAhmad,PE FL - 56095 REVISIONS: # I DATE I DESCRIPTION DRAWN BY: M.V. CHECKED BY: N.A.A. DATE: JANUARY 29, 2015 SHEET: i FP 103 Elite Universal Job No. 08009 FIRE PROTECTION - 4th FLOOR PLAN TYPICAL QUICK RESPONSE SEMI -RECESSED CHROME SPRINKLER DRY HEAD. — REFERENCE NOTES O1 8' FIRE SPRINKLER MAIN SUPPLY BELOW GRADE, FOR CONTINUATION SEE CML DRAWINGS. Q2 6' SPRINKLER RISER. O3 FLOOR CONTROL VALVE AND FLOW SWITCH ASSEMBLY. ® SPRINKLER DRAIN RISER Q 4' SPRINKLER RISER. © 4' SPRINKLER SUPPLY MAIN ABOVE CEILING. 7O SEMI -RECESSED CABINET FIRE DEPT. VALVE IN ® 4' STANDPIPE Q9 FOR PROTECTION OF ELEVATOR HOISTWAYS, SEE FIRE PROTECTION GENERAL NOTES. 10 4' FDC PIPING TO WALL MOUNTED FIRE DEPT. CONNECTION. LOCATE ADJACENT TO EXISTING FIRE HYDRANT. PROVIDE LABEL CLEARLY INDICATING BUILDING SERVED. COORDINATE WITH CIVIL DESIGN NOTE: THESE DESIGN DRAWINGS ARE PERFORMANCE SPECIFICATION FOR BIDDING PURPOSE AND ARE ONLY INTENDED TO CONVEY SCOPE OF WORK. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE PROTECTION DRAWINGS WITH HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION TO SHOW ACTUAL PIPE SIZES, WATER PRESSURES AND GPM REQUIREMENTS. 3 SCALE: 1/4"=1'-0" ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. Ri hts Reserved. CONSULTANT . N Z Us Z= —o 0 z x Z2 � W Q)� 0 W ZNNo ua Wc >- fn ch N w Z 2 2� mz Lu N W _ �o O Y v y a Z � Ci _� c0aw m Z Yom- n.m� C7 v rn . W N WmEC?v3� Z Lu 3 a 100 G �_ V CO N F � to w 2uwa. LQJ PROJECT A .,.,.' W �N Lv �ac� Q L��oZ . ...... . ►� � w ° co . . . ... . .... . ......... z 1}— . . ... .... 00 co a . . . . . . . . . .. I ........ FIRE PROTECTION - 4th FLOOR PLAN TYPICAL QUICK RESPONSE SEMI -RECESSED CHROME SPRINKLER DRY HEAD. — REFERENCE NOTES O1 8' FIRE SPRINKLER MAIN SUPPLY BELOW GRADE, FOR CONTINUATION SEE CML DRAWINGS. Q2 6' SPRINKLER RISER. O3 FLOOR CONTROL VALVE AND FLOW SWITCH ASSEMBLY. ® SPRINKLER DRAIN RISER Q 4' SPRINKLER RISER. © 4' SPRINKLER SUPPLY MAIN ABOVE CEILING. 7O SEMI -RECESSED CABINET FIRE DEPT. VALVE IN ® 4' STANDPIPE Q9 FOR PROTECTION OF ELEVATOR HOISTWAYS, SEE FIRE PROTECTION GENERAL NOTES. 10 4' FDC PIPING TO WALL MOUNTED FIRE DEPT. CONNECTION. LOCATE ADJACENT TO EXISTING FIRE HYDRANT. PROVIDE LABEL CLEARLY INDICATING BUILDING SERVED. COORDINATE WITH CIVIL DESIGN NOTE: THESE DESIGN DRAWINGS ARE PERFORMANCE SPECIFICATION FOR BIDDING PURPOSE AND ARE ONLY INTENDED TO CONVEY SCOPE OF WORK. IT IS THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR TO SUBMIT SIGNED AND SEALED FIRE PROTECTION DRAWINGS WITH HYDRAULIC CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION TO SHOW ACTUAL PIPE SIZES, WATER PRESSURES AND GPM REQUIREMENTS. 3 SCALE: 1/4"=1'-0" ARCHITECTURE - ENGINEERING - INTERIORS 3210 S. Osceola Ave. Odando, FL 32806 407.325.3550 www.eliteuniversalarchitects.com ® Copynght 2017 Bite Universal, LLC. Ri hts Reserved. CONSULTANT . N Z Us Z= —o 0 z x Z2 � W Q)� 0 W ZNNo ua Wc >- fn ch N w Z 2 2� mz Lu N W _ �o O Y v y a Z � Ci _� c0aw m Z Yom- n.m� C7 v rn . W N WmEC?v3� Z Lu 3 a 100 G �_ V CO N F � to w 2uwa. LQJ PROJECT A W �N Lv �ac� Q L��oZ w ►� � w ° co u- < -0 z 1}— M 0u_ �""Q 00 co a Z Z 0 Q � J C—) � 00 W 0 U_ LL SEAL DATE OF SEAL: 07/03/17 vxwt %ItIII1#1*1. NF # No 5 095 • * - .40 NawwafAhmad, PE FL -56095 REVISIONS: # DATE DESCRIPTION 07/03/17 SUBMIT DRAWN BY: M.V. :HECKED BY: N.A.A. 'E: JANUARY 29, 2015 T: pp 14 No.