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HomeMy WebLinkAbout5622 11th StNAILING SCHEDULE TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION FASTENING" LOCATION - 1. Joist to sill or girder 3 - 8d common -3-3 " x 0.131" nails toenail 3 - 3" 14 gage staples 2. Bridging to joist 2 - 8d common 2 . 3" v 0,1.31" nails toenail each end 2 - 3"14 -age staples 3. 1" x 6" subfloor or less to each joist 2.8d common face nail 4. Wider than I" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - l6d common blind and face nail 6. Sole plate to joist or blocking 16d at I6" o.c. 3' x 0.131"nails at 8' o.c. typical face nail 3" 14 gage staples at 12" o.c. Sole plate to joist or blocking at hraced 3 - 16d at 16' wall panel 4 - 3" x 0.131" nails at 16" braced wall panels 4 - 3" 14 gage staples per 16" 7. Top plate to stud 2 - 16d common 3 - 3" x 0.131"nails end nail 3 - 3" 14 gage staples 8. Stud to sole plate 4 - 8d common toenail 4 - 3" x 0.131" nails 3 - 3" 14 gage staples 2 - I6d common 3- 3" x 0.131" nails end nail 3 - 3" 14 gage staples 9. Double studs 16d at 24" o.c. 3" x 0.131" nail at 8" o.c. face nail 3" 14 gage staple at 8" o.c. 10. Double top plates 16d at IC o.c. 3" x 0.131"nail at 12" o.c. typical face nail 3" 14 gage staple at 12' ox, Double top plates 8.164 common 12 - 3" x 0.131" nails lap splice 12 - 3" 14 a e staples tical face nail 11. Blocking between joists or rafters to top plate 3 - 8d common 3 - 3" x C.131"nails toenail 3 - 3" 14 gage staples 12. Rim joist to top plate 8d at 6" (152 mm) o.c. 3" x 0.131" nail at 6" o.c. toenail 3" 14 gage staple at 6" o.c. 13. Top plates, laps and intersectinnt 2 - 16d common 3 - 3" x C.131" nails face nail 3 - 3" 14 gage staples 14. Continuous header, two pieces 16d common 16' o.c. along edge 15. Ceiling joists to plate 3 - 8d common 5 - 3" x 0.131" nails toenail 5 - 3" 14 gage staples 16. Continuuus header to stud 4 - 8d common toenail CONNECTION FASTENING',' LOCATION l7. Ceiling joists, laps over partitions 3 - 16d common minimum. Table 2308.10.4.1 (see Section 2308.10.4 1, Table 2308.10.4.1) 4 - 3" x 0.131" nails face nail 4 - 3" 14 gage staples 18. Ceiling joists to parallel rafters 3 - 16d common minimum. Table 2308.10.4.1 (see Section 2308.10.4.1. Table 2308. 10.4. 1) 4 - 3" x 0.131"nails face nail 4 - 3" 14 gage staffs 19. Rafter to plate 3 - 8d common (see Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nails toenail 3 - 3" 14 gage staples 20. 1" diagonal brace to each stud and plate 2 - 8d common 2.3" x 0.131" nails face nail 2 - 3" 14 gage staples face nail 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1 "x 8" sheathing to each bearing 3 - 8d common face nail 23. Built-up corner studs 16d common 24" o.c. 3" x 0.131- nails 16" o.c. 3" 14 gage staples 16' o.c. 24. Built-up girder and beams 20d common 32" o.e, face nail top and bottom staggered 3" x 0.131" nail at 24' o.c. it on opposite sides 3" 14 gage staple at 2e o.c. 2 - 20d ccmmxm 3-3" x 0 131" nails face nail at ends and at each splice 3 - 3" 14 ape. staples 25. 2 LlaAs 16d common at each bearing 26. Collar tie to rafter 3 - I Od common 4 - 3" x 0 131" nails face nail 4 - 3" 14 gage staples face nail 27. Jack rafter to hip 3 - 10d common 4 - 3" x 0 13l "nails toenail 4 - 3" 14 gage staples 2 - 16d common 3 - 3" x 0 131" nails face nail 3 - 3" 14 gage staples 28. Roof ratter to 2-by ridge beam 2 - l6d cannon 3 - 3" x 0.131" nails toenail 3 - 3" 14 gage staples 2 - I (A common 3-3" x 0,131" nails face nail 3 - 3" 14 age staples 29. Joist to band joist 3 . 16d common 5 - 3" x 0.131" nails face nail 5 - 3' 14 gage sta les COMMERICAL PROJECT DESCRIPTION CODES IN EFFECT FOR THIS RENOVATION TO AN EXISTING BUILDING: 2017 FLORIDA FIRE PREVENTION CODE, GT" EDITION 2017 FLORIDA BUILDING CODE, 6"' EDITION 2017 FLORIDA MECHANICAL CODE 2017 FLORIDA PLUMBING CODE 2017 FLORIDA ENERGY CODE 2017 FLORIDA ACCESSIBILITY CODE 2014 NATIONAL ELECTRICAL CODE ADDRESS: WIND BORNE DEBRIS AREA: This property IS LOCATED outside the 140 mph wind borne debris area. ASCE 7-10 WINDSPEED RISK CATEGORY II: 138 mph as interpolated by the ATC Council. OCCUPANCY: RESIDENTIAL, GROUP R-2 (4 apartments within a former two story masonry church facility) TYPE OF CONSTRUCTION: Type III-B, Unsprinklered Construction LEVEL OF RENOVATION WORK CLASSIFICATION: New Construction ALLOWABLE AREA: Unlimited ACTUAL AREA, each floor: 1,600 S.F. ALLOWABLE HEIGHT: 4 stories ACTUAL HEIGHT: Two stories, approximately 22" front tower height TENANT OCCUPANT LOAD: Residential - 200 SF/gross : 32' x 50' each floor: 1,600 SF x2 firs = 3,200 SF total/200 SF = 16 persons MAXIMUM TRAVEL DISTANCE WITHOUT SPRINKLERS, Table 1016.2: 200' Table 1015.1 Spaces with one exit or exit access doorway, R2 occupancy: 49 persons maximum. TERMITE PROTECTION FOUNDATION INSPECTION REQUIRED: A foundation survey shall be performed & a copy of the survey shall be on the site for the building inspector's use, or all property markers shall be exposed & a string stretched from marker to marker to verify required setbacks. FRAMING INSPECTION: All plumbing, electrical, and mechanical rough -ins must be complete, inspected and approved before requesting the framing inspection. FLORIDA BUILDING CODE 2017, 6" Edition TERMITE TREATMENT PROTECTION SECTIONS: 105.1 1: Notice of termite protection note. 1503.7: Condensate & roof downspouts discharge note. 2304.1 1: Protection against decay & termites. Adhere to all applicable sub -sections within this section as a part of this project. 2304.13: Preparation of building site & removal of debris note. All of the above Florida Building Code sections are to be implemented for this project. STRUCTURAL DESIGN & MATERIALS CRITERIA 1 . Basic Wind Speed: 138 mph 2. Wind Importance Factor: 2 3. Building Exposure Category- B 4. Wind Exposure- 1 S. Applicable internal pressure coefficient: +-.18 psf 6. Components & Cladding wind design pressure: 10 psf This building is designed in accordance & compliance with the current edition of the Florida Building Code 2017, 61" Edition, including Section 1609.3 Wind Loads Design Criteria; American Society of Civil Engineers Standard 7-93, Minimum Design Loads for Buildings & Other Structures. Residential projects are designed in accordance with the Florida Residential Building Code 2017, 6"' Edition. DESIGN LOADS: Roof Live Loads: 20 roof Wind Speed: 138 mph as interpolated by the Applied Technology Council Warning: The structural integrity of the building shown on these drawings is dependent on completion according to these documents. Structural members are not self-supporting. and during construction require temporary bracing until permanently affixed to the structure as directed/designed. All structures are designed as stable & permanent units after all components are in place. All persons responsible for the erection of these structures shall provide all necessary shoring & bracing to insure stability & safety during construction. The Architect assumes no liability for the failure of others to provide the necessary shoring & bracing. SITE WORK: See civil drawings CONCRETE: See civil drawings for new sidewalks MASONRY: l . No masonry work will be required as a part of this project WOOD: 1 . Follow all requirements of the current edition of the Florida Building Code 2017, 61" Edition, for all wood framing including, but not limited to, connections, bracing, nailing & bridging. Follow all guidelines contained in the Southern Pine Joist & Rafter Construction Guide. 2. All wall stud & miscellaneous rough framing lumber 2x4" or larger as shown on the dwgs shall be grade -stamped Southern Pine No 2 KD or better. Sizes indicated are nominal mill size, unless noted otherwise. 3. Minimum allowable stresses: Fb: 1,250 psi; E: 1,600,000 psi; Fv: 10S ps 4. Unless otherwise noted, all framing connectors & fasteners are SIMPSON products & components. FLORIDA PRODUCT APPROVAL ANDERSEN lee SERIES CASEMENT WINDOWS, ALUMINUM, FL-15'be&ll -R4, 121ero12017 ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS REVIEW DA I a CITY OF ZE ILL `� FIRE AND LIFE SAFELY � R`__ M E INDEX OF DRAWINGS 40 00 M C5 PROJECT INFORMATION, CODE AND EXISTING SITE LOCATION c0 E Mr.-. Al EXISTING FLOOR PLANS V 0 A2 EXISTING EXTERIOR ELEVATIONS / PROPOSED MODIFICATIONS A3 FROP05ED FLOOR PLANS a� A4 TYPICAL PARTITION 5ECTION5 +� El ELECTRICAL PLAN E s P1 PLUMBING PLAN �■I■� M/ V co E M O H1 HVAC SCHEDULES 0 tf H2 HVAC FIRST FLOOR PLAN W o H3 HVAC SECOND FLOOR PLAN Q H4 HVAC TABULATION PLAN V A APPROXIMATE AREAS : (J? APT. 1: 141 S.F. lam, APT. 2: 143 5. F. APT. 3: -141 S.F. APT. 4: 74e S.F. ° WEST ENTRY: 91 S.F. TOTAL BLDG.: 3,ero& S.F. PROPOSED SITE PLAN WAS PRODUCED BY OTHERS AND APPROVED 5Y THE CITY OF ZEPHYRHILL5 PROJECT LOCATION: NORTH WEST CORNER OF 9TH AVENUE AND 11 TH STREET r PROJECT LOCATION WITH Pa�VAILINO ALL W OP'Y' ALL COM Y BUILDING 20Zo CODES FLORy ELECTRIC CODECODE, MAC 2 9 NATIONAL ELE T C CODZF-PHY' ILLS A1141) -THE CITY ORDINANCES REV1Ew ZE �YFtHI G� E PLN Xp�Il1N�� le•rrt `����' COVER SHEET LtA yV 4-2-A un4-10 Z U) W �t Z m � =W W O Z) X 2 U Q WJ ofQ I- 0 0 W UJ EE ILL W w ° ow w LL LLI U) J_ W Q 1--fY }_ OLL � O N /o 3_ U ? to N II1111111� CS W-.\BT-19 16 SOUTHERN SKIES APARTMENT HOUSE\CAD FILES\BT 19 16 PLAN SET.dwg, COVER SHEET, 10/29/2019 9:54:37 AM, Bill rAVIENWArol O n n rA�A CA7 g O 0 O 0 EXISTING SECOND FLOOR 50"_5" L (o"_3 EXISTING GROUND FLOOR PLAN NOTES OREMOVE EXISTING FRAMED WALLS THIS AREA AS DASHED. REPLACE EXISTING SINGLE HUNG WINDOW WITH NEW CASEMENT EGRESS WINDOW. OEXISTING HANDRAIL TO 5E REPLACED AS TO CODE. EXISTING ELECTRIC METER TO 5E RELOCATED. SEE ELECTRICAL PLANS OEXISTING ELECTRICAL DISTRIBUTION PANEL TO BE RELOCATED. SEE ELECTRICAL PLANS OEXISTING EXTERIOR WALL FINISHES TO BE REMOVED AND REPLACED SEE PROPOSED FLOOR PLAN. EXISTING WATER HEATER TO BE REMOVED AND REPLACED. SEE PROPOSED FLOOR PLAN. OEXISTING MA50NRY UTILITY PIT TO BE COVERED. SEE PROPOSED FLOOR PLAN. EXISTING WALL MOUNTED A/C UNIT TO BE REMOVED AND OPENING TO 5E FILLED WITH NEW CMU. 10 EXISTING (o" X fo" WOOD COLUMN TO REMAIN. WINDOWS 0 2'-3" X 3'-1" ALUMINUM FRAME SINGLE HUNG, SINGLE PANE WINDOW O 4'-5" X 3'-1" ALUMINUM FRAME FIXED SINGLE PANE WINDOW c� 3'-3" X 3'-1" ALUMINUM FRAME FIXED SINGLE PANE WINDOW. 3'-1" X 5'-2" ALUMINUM FRAME SINGLE HUNG, SINGLE PANE WINDOW O 3'-1" X 4'-2" ALUMINUM FRAME SINGLE HUNG SINGLE PANE WINDOW DOORS O 3'-0" X ro'-8" WOOD, WOOD JAMB, I'-ro' SIDE LITE REMAINS 20 3'-0" >c ro'-8" H.M., WOOD JAMB REMAINS 30 2'-8" X ro'-8" N.G. METAL JAMB REMAINS ® 2'-ro" X ro'-8" H.C. WOOD JAMB REMAINS I'-ro" X ro'-a" BI-FOLD DOORS REMAIN O REMOVE BI-FOLD DOORS 3'-ro BI-FOLD DOORS REMAIN O 2'-8" X ro'-8" HC REMAINS 12 RELOCATE 3'-0" X ro'-8" HC, WOOD JAMB 13 2'-8" X ro'-8" HC REMAINS 14 2'-8" X ro'-8" HC TO BE REMOVED 15 3'-0" X ro'-8" HM REMAINS I 0 z EXISTING FLOOR PLANS: 1/4" � U 00 co E O c N �• O cu co E c IiiV W� o� t O -0 Q Z U) W 5z Z) m F— = w I,i■I 0� U Q W J wQ H 0 ow l LU iR LL W ° 0w W- I— O��e �J WO ~LC o °�N= r� 0- U Z Lo N UOU00 BT 19 16 1 NOVEMBER 2019 A qo W:\BT-19 16 SOUTHERN SKIES APARTMENT HOUSE\CAD FILES\BT 19 16 PLAN SET.dwg, EXISTING FLOOR PLANS, 10/29/2019 9:54:59 AM, Bill -------------------------------------------------------------------------------------------------------------------------------1 1ST FLOOR SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION 40 FLOOR PLAN NOTES O2" X4" P.T. FRAME AND STUD FRAMING AT 16" O.G. TO BE ANCHORED AT BOTTOM CONCRETE BASE WALL, TOP CONCRETE SLAB ROOF, 6" X 8" MASONRY COLUMN AND TO MASONRY WALL OF BUILDING WITH d" O X 4" TAPCONS AT 2'-0" O.G. 0 1" X lo" P.T. WOOD HORIZONTAL SCREEN SLATS WITH 3/4" SPACE BETWEEN, NAILED TO NEW 2" X 4" STUD FRAMING. EXISTING SINGLE HUNG WINDOWS TO REMAIN, EXCEPT WHERE NOTED. OEXISTING EXTERIOR DOORS TO REMAIN. EXISTING STANDING SEAM METAL ROOF. OPAINTED STRUCK MASONRY WALL NEW 1.5" 0 METAL PIPE HANDRAILS. POSSIBLE RELOCATION OF ELECTRICAL SERVICE. ONEW EMERGENCY EGRESS WINDOW LOCATIONS. 1 ST FLOOR EAST ELEVATION > FLOOR EXISTING EXTERIOR ELEVATIONS W/ PROPOSED IMPROVEMENTS: 1/4" Q *� co E .. O V M -a N ao N O V c� V Go E O 0) o t W � C) zc/) ui o Z (I J =W W Q y < wQ �� Z Z o oW W W wo o� zwIN=�v6 O �■■ cf) WO W LL z O O a }_ 04 UZ rJ N a LoN lilII11111I'I � • f A 2 W:\BT-19 16 SOUTHERN SKIES APARTMENT HOUSE\CAD FILES\BT 19 16 PLAN SET.dwg, EXISTING ELEVATIONS, 10/29/2019 9:55:16 AM, Bill 1 ra _1" 1 A'_G" 111_/a" 1 /A'_� /a" I I'_ A" CU #4 WABT-19 16 SOUTHERN SKIES APARTMENT HOUSE\CAD FILES\BT 19 16 PLAN SET.dwg, PROPOSED FLOOR PLANS, 10/29/2019 9:55:31 AM, Bill PROPOSED SECOND FLOOR 3," 1," PROPOSED GROUND FLOOR t"_A PLAN NOTES ) � Q *� (1 6"" W. UTILITY WALL �Q FILL IN WALL FLUSH WITH COLUMN V 2" X4" P.T. WOOD FRAME WITH STUD FRAMING AT I(o" O.C. TO BE ANCHORED AT BOTTOM CONCRETE BASE WALL, A� TOP CONCRETE SLAB ROOF, 8" X 8" MASONRY COLUMN AND TO MASONRY WALL OF BUILDING WITH - "O X 4" W TAPCONS AT 2'-0" O.G. COVERED WITH 1" X (6" P.T. WOOD HORIZONTAL SCREEN SLATS WITH 3/4" SPACE BETWEEN, NAILED TO NEW 2" X 4" 5TUD FRAMING. 4 EXISTING O 6" X 6" WOOD COLUMN. TO BE FIN15HED WITH 1/2"' GYPSUM BOARD TO ALL EXPOSED SURFACES. •� 2" X 6" P.T. FLAT PLANKING ON P.T. WOOD FRAME TO COVER UTILITY PIT. SEE SECTION. OPOSSIBLE RELOCATION OF ELECTRICAL SERVICE. SEE ELECTRICAL PLANS. UNLE55 OTHERWISE NOTED, PLACE DOOR OPENINGS 4" MIN. FROM ADJACENT PERPENDICULAR PARTITIONS TO V ALLOW FOR TRIM AND BASE. W L O 2" X 4" WOOD STUDS AT 16"O.C. FROM CONCRETE FLOOR TO 3"-0" A.F.F., WITH CONTINUOUS P.T. 2" X 4" BOTTOM PLATE ANCHORED TO THE CONCRETE FLOOR WITH 1/4"0 X 4" TAPCON5 AT 4'-0" O.G., WITH CONTINUOUS 2" X 4" TOP PLATE, WITH A TRAVERTINE TOP PLATE FINISH, WITH 1/2" GYPSUM BOARD ON BOTH SIDES. OREPAIR AND OR REPLACE ANY DAMAGED GYPSUM BOARD ON ALL EXISTING STUD WALLS. 10 REMOVE, REPLACE AND ADD NEW 1.5"0 HAND RAILS TO CODE. 11 ELECTRIC TANKLE55 WATER HEATER. SEE PLUMBING. 3 12 (2) P.T. 2" X 6" PERIMETER BEAMS ATTACHED TO THE EXISTING MASONRY WALLS IN THE EXISTING PLUMBING PIT WITH (2) 1/2" 0 X 7" GALV. LAG SCREWS, WASHERS AND LEAD SHIELDS AT 4'-0" O.G. STAGGER SCREWS BY 2'-0" O.G. TOP ROW TO BOTTOM ROW. 13 P.T. 2" X 4" FRAME WITH CROSS FRAMING AT 4'-0" D.G. FRAME AROUND CURRENT EXTERIOR PLUMBING PROPOSED WINDOWS REMOVE EXISTING SINGLE HUNG 2'-3" 3'-l" WINDOW. REPLACE WITH CASEMENT WINDOW OF SAME OPENING SIZE TO COMPLY WITH EGRESS WINDOW OPENING (5 S.F.). SILL HEIGHT ALREADY COMPLIES WITH EMERGENCY EGRESS OPENING SILL HEIGHT PROPOSED DOORS 90 NEW 3'-0" X (o'-8" BI-FOLD, WOOD JAMB NEW 2'-0" X 6'-8" HC, WOOD JAMB NEW 2'-8" X &'-8" HC, WOOD JAMB NEW 2`-0"X ro'-8" HC, WOOD JAMB NEW 5`-0" X ro'-8" BI-FOLD, WOOD JAMB 8 EXISTING CASED OPENING REMAINS 9 NEW 2'-8"X 6'-8" SC, WOOD JAMB NEW 2'-ro" X 6'-8" BI-FOLD, WOOD JAMB 21 NEW 3'-0" X 6'-8" BI-FOLD, WOOD JAMB 22 NEW 3'-0" X ro'-8" SC, WOOD JAMB 23 NEW 5'-0" X (o'-8" BI-FOLD, WOOD JAMB NEW 5'-0" X ro'-8" BI-FOLD, WOOD JAMB NEW 2'-8"X To'-8" HC, WOOD JAMB NEW 2'-8"X (o'-8" SC, WOOD JAMB 27 NEW 3'-0" X ro'-a" BI-FOLD, WOOD JAMB NEW 5'-0" X (o'-8" BI-FOLD, WOOD JAMB O NEW 2'-8"X 6'-8" HC, WOOD JAMB NEW 2'-8">< 6`-8" HC, WOOD JAMB 31 NEW 3'-0"X 6'-8" BI-FOLD, WOOD JAMB ACf=p/ly .41-/a" SECTION: 1/2" A PROPOSED FLOOR PLANS: 1./4" M E � O 'IT U �C Mcu coo E O cf) 0 N U cn cc co O o tf T 0) C) �19 So z W �z m z =w W0 U Q Of Ua Z Z a EW W Fr LLo OW T W� w� p� w O Q ~ of ILL O } p U Z N a Lo N BT 19 16 1 NOVEMBER 2019 0 PLAN NOTES O2" X 4" STAGGERED WOOD STUD WALL AT 16" O.0 WITH CONT. P.T. 2" X lo" BOTTOM PLATE ANCHORED TO CONCRETE FLOOR WITH 1/4"0 X 4 TAPCONS AT 24" O.G. AND CONT. 2" X 6" TOP PLATE NAILED TO THE BOTTOM OF THE FLOOR JOIST, WITH FULL CAVITY SOUND BATT INSULATION WITH (1) LAYER OF 5/8"TYPE "X" GYPSUM BOARD EACH SIDE. PAINTED FINISH. SEE PLAN DETAIL BELOW. THIS PROVIDES A ONE HOUR FIRE RATING. ZO 1/2" GYPSUM TO THE BOTTOM OF THE EXISTING FLOOR JOIST. O2" X 4" BLOCKING AS NEEDED. OEXISTING 2" X FLOOR JOIST AT 16" O.G. OSPRAYED ON APPLICATION OF 3M FIREDAM 206, RED, JOINT SEALANT TO THE UNDERSIDE OF THE EXISTING FLOOR DECKING PLUS ALL EXPOSED SIDES THE EXISTING FLOOR JOIST. SEE MANUFACTURES SPECIFICATION FOR A 2 HR. FIRE RATING. ENTIRE EXISTING FIRST FLOOR JOIST AREA TO PROVIDE FIRE PROTECTION VERTICALLY BETWEEN APARTMENTS O2" X 4" STAGGERED WOOD STUD WALL AT 16" O.0 WITH CONT. P.T. 2" X Co" BOTTOM PLATE NAILED TO THE EXISTING FLOOR DECKING AND CONT. 2 X Co" TOP PLATE NAILED TO THE BOTTOM OF THE EXISTING ROOF DECKING. WITH FULL CAVITY SOUND BATT INSULATION WITH (1) LAYER OF 5/8"TYPE "X" GYPSUM BOARD EACH SIDE. PAINTED FINISH. SEE PLAN DETAIL BELOW. THIS PROVIDES ONE HOUR FIRE RATING. O1/2" CEILING RATED GYPSUM BOARD ATTACHED TO THE BOTTOM OF THE EXISTING ROOF TRUSSES. gO EXISTING ROOF TRUSSES AT 2"-4a" O.G. OEXISTING ROOF DECKING WITH STANDING SEAM METAL ROOFING TO REMAIN. 10 SPRAYED ON APPLICATION OF 3M FIREDAM 200, RED, JOINT SEALANT TO THE UNDERSIDE OF THE EXISTING ROOF DECK PLUS ALL EXPOSED SIDES THE EXISTING TOP CHORDS OF ROOF TRUSSES A DISTANCE OF 4" EACH SIDE OF NEW FIRE WALL SEE MANUFACTURES SPECIFICATION FOR A 2 HR. FIRE RATING. ENTIRE EXISTING FIRST FLOOR JOIST AREA. 11 5/8" TYPE "X` GYPSUM BOARD WRAPPED ON EACH SIDE OF ROOF TRUSSES AT FIRE WALL LOCATION. FROM STUD WALL TO BOTTOM OF ROOF DECK, PROVIDES ONE HOUR RATING. 12 1" THICK R-TECH R 3.65 INSULATION BOARD GLUED TO THE EXISTING CMU, CONTINUOUS FLOOR TO CEILING, WITH P.T. 1" X 2" FURRING STRIPS AT 16" O.G. NAILED THROUGH THE INSULATION BOARD INTO THE CMU WALL FINISH WITH 1/2" GYPSUM BOARD, PAINTED. 13 F15ERGL ASS BATT INSULATION R 30 ABOVE ENTIRE CONDITIONED SECOND FLOOR CEILING. I4 2" X 4" WOOD STUDS AT 16"O.C. FROM CONCRETE FLOOR TO FLOOR JOIST, WITH CONTINUOUS P.T. 2 X 4" BOTTOM PLATE ANCHORED TO THE CONCRETE FLOOR WITH 1/4"0 X 4" TAPCONS AT 4"-O" O.G., WITH CONTINUOUS 2" X 4" TOP PLATE NAILED TO THE BOTTOM OF THE EXISTING FLOOR JOIST, WITH 1/2"" GYPSUM BOARD ON BOTH SIDES. 15 2" X 6" WOOD STUDS AT 16"O.C. FROM CONCRETE FLOOR TO FLOOR JOIST, WITH CONTINUOUS P.T. 2" X fo" BOTTOM PLATE ANCHORED TO THE CONCRETE FLOOR WITH 1/4"0 X 4" TAPCONS AT 4"-0" O.G., WITH CONTINUOUS 2 X 6" TOP PLATE NAILED TO THE BOTTOM OF THE EXISTING FLOOR JOIST, WITH 1/2"" GYPSUM BOARD ON INTERIOR SIDE. 16 EXISTING EXTERIOR MASONRY WALL REMAINS. 1� EXISTING CONCRETE SLAB ON GRADE.. TYPICAL PARTITION SECTIONS: 1./2" iAdh • �� ZF ui Z \II 0 m F =W W Q 0�� _ U Q WJ w Q ZZ 0 � oW W o W I O z� ��v� wo o W Q �W > LL zooa �- U Z CO N 1111Hill &VA W:\BT-1916 SOUTHERN SKIES APARTMENT HOUSE\CAD FILES\BT 1916 PLAN SET.dwg, TYPICAL PARTITION SECTIONS,10/29/2019 9:55:44 AM, MECHANICAL LEGEND SYMBOL DESCRIPTION NEW DUCTWORK, PIPING, OR EQUIPMENT FLEXIBLE DUCT RETURN, TRANSFER OR EXHAUST AIR DEVICE OT WALL MOUNTED THERMOSTAT MSAH MINI SPLIT AIR HANDLING UNIT MSCU MINI SPLIT CONDENSING UNIT CFM CUBIC FEET PER MINUTE FPM FEET PER MINUTE N NEW CONTRACTOR NOTES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN SITE CONDITIONS PRIOR TO SUBMISSION OF BID. BIDDERS ARE FAMILIARIZE THEMSELVES WITH CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE, LOCAL AND FEDERAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORSEEN HAD AN EXAMINATION AND CODE/REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. O NEW MINI SPLIT AIR HANDLING UNITS ARE TO BE WALL MOUNTED HIGH AS POSSIBLE. SEE "SPLIT SYSTEM A/C SCHEDULE" ON SHEET M2 FOR FURTHER INFORMATION. O LOCATE CONDENSING UNIT OUTSIDE ON CONDENSING PAD. COORDINATE LOCATION WITH ARCHITECT/CLIENT. PROVIDE 4" CONCRETE PAD. 03 PROVIDE NEW/SCHEDULED TOILET EXHAUST FAN, ROUTE EXHAUST DUCTWORK TO WALL EXHAUST CAP. WALL CAPS FOR GROUND FLOOR UNITS SHALL BE LOCATED ABOVE GROUND. 04 PROVIDE 4" METALLIC DRYER VENT WITH WALL CAP. DRYER WALL CAP FOR GROUND FLOOR UNITS SHALL BE LOCATED ABOVE GROUND. 05 ROUTE REFRIGERANT LINES FROM MSAH UNITS IN GROUND FLOOR THRU EXTERIOR WALL TO RESPECTIVE CONDENSING UNITS. O6 ROUTE REFRIGERANT LINE FROM MSAH IN SECOND FLOOR THRU EXTERIOR WALL DOWN TO CONDENSING UNIT OUTSIDE. 07 ROUTE NEW 5/6" CONDENSATE DRAIN LINE FROM MINI SPLIT AIR HANDLIND UNITS THRU EXTERIOR WALL TO DRYWELL. O COORDINATE LOCATION OF WIRELESS REMOTE TEMPERATURE CONTROLLER WITH ARCHITECT/OWNER. 1 7 MSAH-1 MOUNT HIGH A POSSIBL m PROPOSED SECOND FLOOR PLAN - MECHANICAL MSCU-3 MSCU-1 MSCU-2 MSCU-4 O O 00 O I i I ODRYWELL PROPOSED GROUND FLOOR PLAN - MECHANICAL SCALE: 1 /4"=1'-O" 19167 ,P O 4"0 METALLIC DRYER DUCT ALLO R&wa Enterprises, in RE # 56067 Ronald R. Renna, P.E. AUTH. # 00008631 Consulting Engineers 3231 Drane Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax.(863) 646 8881 0 U W Z -j Z m =WWO U Q 2 Q Z Q 0 z LU E2 o� W wo z� F-U) ins __ WLL o°O N= U Z Lo Lf- W 01 NOV 2019 m 1 MINI -SPLIT SYSTEM SCHEDULE (MITSUBISHI MULTIZONE HEAT PUMP) AIR HANDLER DATA TAG - MSAH-1A MSAH-2A MSAH-3A MSAH-4A MSAH-1B MSAH-26 MSAH-313 MSAH-413 NOMINAL TONNAGE TONS 1.0 1.0 1.0 1.0 0.5 0.5 0.5 0.5 TOTAL CAPACITY BTUH 12,000 12,000 12,000 12,000 6,000 6,000 6,000 6,000 SENSIBLE CAPACITY BTUH 18,500 8,500 8,500 8,500 4,200 4,200 4,200 4,200 FAN SPEED - VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE SUPPLY AIR CFM 135-400 135-400 135-400 135-400 135-380 135-380 135-380 135-380 THERMOSTAT SETTING 'F 74 74 74 74 74 74 74 74 IFM FULL LOAD AMPS - 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 VOLTAGE V/0 240/1 240/1 240/1 240/1 240/1 240/1 240/1 240/1 ELECTRICAL (OUTPUT) WATTS 1 30 30 30 30 30 30 30 30 FILTER TYPE - CLEANABLE CLEANABLE CLEANABLE CLEANABLE CLEANABLE CLEANABLE CLEANABLE CLEANABLE UNIT WEIGHT LBS 29 29 29 29 29 29 29 29 HEAT - HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP DESIGN BASED ON - MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MODEL NO. - MSZ-FH12NA MSZ-FH12NA MSZ-FH12NA MSZ-FH12NA MSZ-FH06NA MSZ-FH06NA MSZ-FH06NA MSZ-FH06NA CONDENSING UNIT DATA TAG - MSCU-1 A MSCU-2A MSCU-3A MSCU-4A MSCU-1 B MSCU-28 MSCU-38 MSCU-4B OUTDOOR TEMP. OF 95 95 95 95 95 95 95 95 VOLTAGE V/0 240/1 240/1 240/1 240/1 240/1 240/1 240/1 240/1 ELECTRICAL (MCA/MOCP) AMPS 17.2/20 17.2/20 17.2/20 17.2/20 17.2/20 17.2/20 17.2/20 17.2/20 UNIT WEIGHT LBS 126 126 126 126 126 126 126 126 SEER ® ARI CONDITIONS - 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 REFRIGERANT TYPE - R410A R410A R410A R410A R410A R410A R410A R410A DESIGN BASED ON - MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MITSUBISHI MODEL NO. - MXZ-2C2ONA2 MXZ-2C20NA2 MXZ-2C20NA2 MXZ-2C20NA2 MXZ-2C20NA2 MXZ-2C20NA2 MXZ-2C20NA2 MXZ-2C20NA2 NOTES: Q1 PROVIDE/INSTALL WITH CODE REQUIRED CONDENSATE OVER FLOW SAFETY DEVICE/SENSOR (MICROBLUE DIAMOND PUMP), INSULATE PER CODE. PROVIDE DUAL FAN COIL UNIT UNESET TO SINGLE CONDENSER, O2 DISCONNECT PROVIDED/WIRED BY ELECTRICAL. Q PROVIDE OUTDOOR 4" CONDENSING UNIT PAD, PER CODE. COORDINATE ARCHITECTURAL PLANS FOR EXACT LOCATION. ® PROVIDE/INSTALL WITH FACTORY NON -FUSED DISCONNECT SWITCH. 5O PROVIDE/INSTALL FACTORY WIRING HARNESS BETWEEN UNITS, REFRIGERANT PIPING AND FACTORY OPTIONS AS REQUIRED FOR A COMPLETE INSTALLATION. © PROVIDE VARIABLE SPEED INVERTER DRAWN COMPRESSOR, HIGH PRESSURE SWITCH, AIR DISCHARGE GUIDE, AND CONTROL CABLE. 7O PROVIDE FAN COIL UNIT WITH 3D I -SEE SENSOR, WIRELESS REMOTE CONTROLLER, AND DOUBLE VANE SUPPLY AIR OUTLET. ® PROVIDE/INSTALL WITH FACTORY ACCESSORIES TO ACHIEVE LOW AMBIENT COOLING AS/IF REQUIRED. MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND BUILDING CONDITIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. SPLIT SYSTEM HEAT PUMP CONTROL SEQUENCE OF OPERATION THE MSAH/MSCU SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ACTIVATE THE HEAT PUMP/CONDENSING UNIT CHANGE -OVER VALVE TO MAINTAIN SET POINT. THE INDOOR FAN SHALL CYCLE WITH THE CONDENSING UNIT AS REQUIRED. EXHAUST FAN SCHEDULE TAG - EF-1 EF-2 EF-3 EF-4 SERVICE - EXHAUST EXHAUST EXHAUST EXHAUST AIR QUANTITY CFM 50 50 50 50 EXT. STATIC PRESS. IN. H2O 0.35 0.35 0.35 0.35 FAN TYPE - CEILING CEILING CEILING CEILING DRIVE - DIRECT DIRECT DIRECT DIRECT DUCT SIZE - 4"0 4"0 4"0 4"0 SONES - 1.0 1.0 1.0 1.0 MOTOR (INPUT) WATTS 80 80 80 80 FAN SPEED RPM 763 763 763 763 UNIT WEIGHT LBS 12 12 12 12 POWER V/0 115/1 115/1 115/1 115/1 CONTROL _ INTERLOCK W R.R. LIGHTING INTERLOCK W R.R. LIGHTING INTERLOCK W R.R. LIGHTING INTERLOCK 1 R.R. LIGHTIN AREA SERVED - TOILET ROOM TOILET ROOM TOILET ROOM TOILET ROOM DESIGN BASED ON - GREENHECK GREENHECK GREENHECK GREENHECK MODEL - SP-B110 SP-B110 SP-13110 SP-B110 NOTES # 1 2 3 1 2 3 1 2 3 1 2 3 1Q PROVIDE/INSTALL WITH FACTORY PLUG-IN DISCONNECT, BACKDRAFT DAMPER, INTAKE GRILLE AND HANGING VIBRATION ISOLATOR KIT. 2Q SUPPLY FACTORY WALL EXHAUST CAP(S) AS REQUIRED, SEE MECHANICAL ROOF PLAN FOR SIZES AND QUANTITIES. Q PROVIDE/INSTALL WITH FACTORY FAN SPEED CONTROLLER LOCATED IN/AT FAN HOUSING. • IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. • INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. • ALL NEW EQUIPMENT SHALL BE U.L. LISTED AND A.R.I. CERTIFIED. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ELECTRICAL REQUIREMENTS. • THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. • CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. • ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF BUT NOT LIMITED TO THE "2017 FLORIDA MECHANICAL BUILDING CODE" (SIXTH EDITION). • REGARDLESS OF HVAC SCHEDULES, THE MECHANICAL CONTRACTOR TO VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. • ALL MECHANICAL EQUIPMENT CONTROL WIRING TO BE ROUTED IN CONDUIT. • IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL THE HEATING, VENTILATION AND AIR CONDITIONING SYSTEM SO AS TO INSURE QUIET OPERATION. NO VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE BUILDING, STRUCTURE OR OCCUPIED AREAS. THE DECISION OF THE ENGINEER AS TO THE QUIETNESS OF THE SYSTEM AND EQUIPMENT SHALL BE FINAL. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO CORRECT OR REPLACE ANY NOISY SYSTEM OR EQUIPMENT AS REQUIRED. • ALL DRYER EXHAUST DUCTS SHALL BE METALLIC. BACKDRAFT DAMPER FLEX CONNECTION CEILING EXHAUST FAN SUPPORT RODS AND SPRING ISOLATORS. SUPPORT FROM STRUCTURE PER CODE. (TYPICAL) GALVANIZED SHEETMETAL--" EXHAUST DUCT. `CEILING SEE MECHANICAL FLOOR PLAN FOR SIZE. FACTORY INTAKE GRILLE CEILING EXHAUST FAN DETAIL NO SCALE CONDENSATE DRAIN PIPE - COVER SET IN BELL SEAL CONNECTION WITH CAULKING FILL ENTIRE WELL WITH 1" GRADED WASHED GRAVEL DRYWELL DETAIL NOT TO SCALE FINISH GRADE 24" LONG x 24"0 CONCRETE OR PVC PIPE vt 0 U 00 N Kis 00 O M� V � �.� 0 s rn c>s V 00 O rn 0) � W o� ddh f (D W Z o 1- CA J m Z =WWO U Q W� Q z pz W ER � � W L p W w ILL w J_ W p LL ° 0 } N a O U Z Lo N ���►rill���r�� III illy i BT 19 16 6 67 = 01 NOV 2019 r r t -, M2 k' tll�i 1\\`\l4yi Renna Enterprises MC. P.E. # 56067 Ronald R. Renna, P.E. AUTH. # 00008631 Consulting Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax. (863) 646 8881 ELECTRICAL SYMBOL LEGEND BASIC MATERIALS SYMBOL DESCRIPTION I SYMBOL DESCRIPTION Sa S3 S4 SK SOSab SOS SVS SD,OS I SLV SLVO SF SM SD �� im 0 x DEVICE ABBREVIATION TAGS: 6C = POKE-THRU WITH 6" CORE DRILL 8C = POKE-THRU WITH 8" CORE DRILL 4G = FOUR -GANG FLOOR BOX 6G = SIX -GANG FLOOR BOX 8G = EIGHT -GANG FLOOR BOX AV = DOUBLE DUPLEX RECEPTACLE WITH DEDICATED CIRCUIT FOR AV RACK OR CART C = RECEPTACLE CONTROLLED PER ASHRAE 90.1(2010); PROVIDE POWER PACK FOR RECEPTACLE CIRCUIT, TO BE CONTROLLED THROUGH LOCAL ROOM OCCUPANCY SENSOR(S); PROVIDE DEVICE WITH BLUE DOT OR UNIVERSAL POWER SYMBOL ETR = EXISTING TO REMAIN H = HOSPITAL GRADE HB = HIGH BAY IG = ISOLATED GROUND (ORANGE DEVICE) P = PENDANT MOUNTED R = RELAYIREMOTE CONTROL OF RECEPTACLE CIRCUIT FOR AUTOMATIC SHUTOFF RL= RELOCATED T = TAMPERPROOF TV = RECEPTACLE MOUNTED ADJACENT TO TV OUTLET USB = DUPLEX RECEPTACLE WITH (2) USB PORTS WP = WEATHERPROOF SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) THREE-WAY SWITCH FOUR-WAY SWITCH SINGLE POLE KEY SWITCH WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH, DUAL RELAY WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR SWITCH WALL MOUNTED DUAL TECHNOLOGY DIMMING/OCCUPANCY SENSOR SWITCH WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR DAYLIGHT SENSOR CEILING MOUNTED DAYLIGHT SENSOR WALL MOUNTED LOW VOLTAGE SWITCH LOWVOLTAGE OVERRIDE SWITCH FAN SWITCH MANUAL MOTOR STARTER WITH OVERLOADS DIMMER SWITCH PHOTOCELL, MOUNTED ON ROOF FACING NORTH DUPLEX RECEPTACLE TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVER MOUNTED ABOVE COUNTER DUPLEX RECEPTACLE WITH MARKING IN ACCORDANCE WITH NEC 406.3(E); SWITCH CIRCUIT VIA CORRESPONDING LOCAL WALL OR CEILING MOUNTED OCCUPANCYNACANCY SENSOR AND IS DENOTED AS'x' SPLIT -WIRED DUPLEX RECEPTACLE WITH TOP -HALF SWITCHED GFCI RECEPTACLE; "WP" INDICATES CAST METAL "IN -USE" WEATHERPROOF COVER, WEATHER -RESISTANT LISTED TWO GFCI DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE GFCI RECEPTACLE MOUNTED ABOVE COUNTER SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION AS NOTED JUNCTION BOX WALL MOUNTED JUNCTION BOX MOUNTED IN OR ABOVE CEILING OR IN STRUCTURE NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED L❑ 30AR 3R NON -FUSED DISCONNECT SWITCH, RATING AS NOTED NF NF = NON -FUSED AR = AMPERE RATING OF SWITCH 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE 30AR3NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED 20AF FUSED DISCONNECT AF = AMPERE RATING OF FUSE AR = AMPERE RATING OF SWITCH 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE MCP # OF POLES AMPERE NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED RATING L® 11 fBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED, 3-POLE 30l 3R UNLESS OTHERWISE NOTED �4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE NEMA STARTER SIZE —� BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, FLUSH MOUNTED —Z BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, FLUSH MOUNTED CONDUIT CONCEALED ABOVE CEILING OR IN WAL CONDUIT EXPOSED CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR CONDUIT HOMERUN TO ELECTRICAL PANEL —oUP CONDUIT TURNING UP —0DN CONDUIT TURNING DOWN ] CONDUIT STUBBED OUT OR UP CONDUIT CONTINUED ��. FLEXIBLE CONDUIT II— GROUND OR GROUND ROD AS NOTED EXISTING TO BE REMOVED (HEAVY, DASHED LINE) EXISTING TO REMAIN (LIGHT, SOLID LINE) NEW (HEAVY, SOLID LINE) LIGHTING F—O—� STRIP FIXTURE 4 FIXTURE, WALL MOUNTED 0 RECESSED, PENDANT OR SURFACE CEILING fO WALL MOUNTED CEILING WALLWASHER, ACCENT LIGHT, LANDSCAPING TREE ACCENT LIGHT, FACADE LIGHT TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF TRACK HEADS) EMERGENCY TWIN -HEAD LIGHT WITH INTEGRAL BATTERY PACK, WALL MOUNTED o LINEAR FIXTURE PENDANT OR SURFACE CEILING Qp EXTERIOR PEDESTRIAN SIDEWALK BOLLARD OR POST -TOP LIGHT FIXTURE ® EXIT LIGHT, CEILING OR PENDANT MOUNTED; DIRECTIONAL ARROWS AS INDICATED; SHADED QUADRANT INDICATES FACE(S) OF FIXTURE 11�8 EXIT LIGHT, WALL MOUNTED NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. ABBREVIATIONS ABBREVIATIONS A/C AIR CONDITIONING LBS POUNDS AC ALTERNATING CURRENT LED LIGHT EMITTING DIODE ABV CLG ABOVE CEILING LP LIGHTNING PROTECTION ADA AMERICANS WITH DISABILITIES ACT LT LIGHT AF AMPERE FRAME LTG LIGHTING AFF ABOVE FINISHED FLOOR LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND AFG ABOVE FINISHED GRADE LSIA LONGTIME, SHORT TIME, INSTANTANEOUS, ALARM AHU AIR HANDLING UNIT LSI LONG TIME, SHORT TIME, INSTANTANEOUS AIC AMPERE INTERRUPTING CAPACITY MAX MAXIMUM AL ALUMINUM MCA MINIMUM CIRCUIT AMPS AMP AMPERE MCB MAIN CIRCUIT BREAKER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MCC MOTOR CONTROL CENTER ASA AMERICAN STANDARDS ASSOCIATION MDP MAIN SERVICE DISTRIBUTION PANEL AT AMPERE TRIP MIC MICROPHONE ATS AUTOMATIC TRANSFER SWITCH MIN MINIMUM AUX AUXILIARY MLO MAIN LUGS ONLY AWG AMERICAN WIRE GUAGE MOCP MAXIMUM OVERCURRENT PROTECTION BC BARE COPPER MSB MAIN SERVICE SWITCHBOARD BIL BASIC IMPULSE LEVEL MTD MOUNTED BAS BUILDING AUTOMATION SYSTEM MTG MOUNTING BMS BUILDING MANAGEMENT SYSTEM MTR MOTOR BRKR OR BKR BREAKER MTS MANUAL TRANSFER SWITCH CAB CABINET MUX MULTIPLEX (TRANSPONDER) PANEL C CONDUIT OR RACEWAY MVA MEGA VOLT AMPS CKT CIRCUIT N NEUTRAL CB CIRCUIT BREAKER NC NORMALLY CLOSED CBM CERTIFIED BALLAST MANUFACTURERS NEC NATIONAL ELECTRICAL CODE CAN CABLE TELEVISION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION CCTV CLOSED CIRCUIT TELEVISION NFPA NATIONAL FIRE PROTECTION ASSOCIATION CLEC CLOCK EQUIPMENT CABINET NIC NOT IN CONTRACT CLG CEILING NF NON -FUSED CO CONDUIT OR RACEWAY ONLY NL NON -LINEAR COAX COAXIAL CABLE NO NORMALLY OPEN OR NUMBER COND CONDUCTOR OL OVERLOAD CONN CONNECTION OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION CPU CENTRAL PROCESSING UNIT P POLE CRT CATHODE RAY TERMINAL (VIDEO DISPLAY TERMINAL) PB PULLBOX CT CURRENT TRANSFORMER PF POWER FACTOR CU COPPER PIV POST INDICATOR VALVE CW COLD WATER PNL PANEL DC DIRECT CURRENT PR PAIR DDC DIRECT DIGITAL CONTROL PRI PRIMARY DEG DEGREE PT POTENTIAL TRANSFORMER DF DEMAND FACTOR PVC POLYVINYLCHLORIDE DISC DISCONNECT PWR POWER DISC SW DISCONNECT SWITCH REC, RECEPT RECEPTACLE DO DRAW OUT REF REFRIGERATOR DN DOWN RGS, GRC RIGID GALVANIZED STEEL CONDUIT DPST DOUBLE POLE SINGLE THROW RLA RUNNING LOAD AMPERES EDH ELECTRIC DUCT HEATER RMS ROOT -MEAN -SQUARE EMT ELECTRIC METALLIC TUBING RPM REVOLUTIONS PER MINUTE EO ELECTRICALLY OPERATED RTU ROOF TOP UNIT EOL END OF LINE SCA SHORT CIRCUIT AMPERES FOR ENGINEER OF RECORD SD SMOKE DETECTOR ETR EXISTING TO REMAIN SEC SECONDARY EWC ELECTRIC WATER COOLER SIN SOLID NEUTRAL FA FIRE ALARM SPD SURGE PROTECTIVE DEVICE FAAP FIRE ALARM ANNUNCIATOR PANEL SPKR SPEAKER FATC FIRE ALARM TERMINAL CABINET SPST SINGLE POLE SINGLE THROW FBC FLORIDA BUILDING CODE SS STAINLESS STEEL FCU FAN COIL UNIT SST SOLID STATE TRIP FLA FULL LOAD AMPERES STD SHORT TIME TRIP FM FACTORY MUTUAL SW SWITCH FPU FAN POWERED UNIT SWBD SWITCHBOARD FT FEET SWGR SWITCHGEAR GF GROUND FAULT TEL TELEPHONE GFA GROUND FAULT ALARM TTB TELEPHONE TERMINAL BOARD GFCI GROUND FAULT CIRCUIT INTERRUPTER TTC TELEPHONE TERMINAL CABINET GFR GROUND FAULT RELAY NEC TELEVISION EQUIPMENT CABINET GND, G GROUND TYP TYPICAL HP HORSEPOWER UG UNDERGROUND HOA HAND -OFF -AUTOMATIC UON UNLESS OTHERWISE NOTED HORIZ HORIZONTAL UL UNDERWRITERS LABORATORIES IBC INTERNATIONAL BUILDING CODE UTIL UTILITY IC INTERCOM V VOLT ICU INTENSIVE CARE UNIT VA VOLTAMPERE IECC INTERNATIONAL ENERGY CONSERVATION CODE VAR VOLT AMPERE REACTIVE IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS VAV VARIABLE AIR VOLUME IES ILLUMINATING ENGINEERING SOCIETY VFD VARIABLE FREQUENCY DRIVE IMC INTERMEDIATE METAL CONDUIT W WIRE IN INCHES WP WEATHER PROOF IPCEA INSULATED POWER CABLE ENGINEERS ASSOCIATION XFMR TRANSFORMER IT INSTANTANEOUS TRIP XFR TRANSFER JB OR J-BOX JUNCTION BOX KCMIL ONE THOUSAND CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERES KW KWH KILOWATT KILOWATT HOURS ELECTRICAL DRAWING INDEX SHEET DESCRIPTION E1 SYMBOLS, ABBRIVIATIONS, AND LEGEND E2 SPECIFICATIONS E3 ELECTRICAL PLANS E4 LIGHING PLANS E5 ONE -LINE AND SCHEDULE E6 PANEL SCHEDULES Renna Enterprises, Inc. I � U 0 E co V M � 0 N W N O ca cv V m rn O � o � W O � ;NG1 T jr JV'00 x. .85�32 ; t0 AATE OF O i `.ORIDP.•' �� L 1111\ Z U W _jZ m � om . o =a�^ UQ VJ W _l z z M< OZ � w 0 LL � I j J OW Z W W w J N J_ IX W 0LL. Q H D O O�^ } a UZ VJ Q N U)N El EUM P.E. # 85232 Irving He, P.E. AUTH. # 00008631 Consulting Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax. (863) 646 8881 GENERAL: A. PROVIDE SHALL MEAN FURNISH AND INSTALL. B. THE COMPLETE ELECTRICAL SYSTEM WHICH SHALL BE PROVIDED BY THE CONTRACTOR SHALL INCLUDE ALL WORK, MATERIALS AND APPARATUSES SPECIFIED HEREINAFTER AND INDICATED ON THE DRAWINGS. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND NO SUBSTANDARD WORK WILL BE ACCEPTED. C. PROVIDE ALL WORK AND ELECTRICAL SYSTEMS COMPONENTS REQUIRED TO SERVE LOADS AS SPECIFIED HEREINAFTER AND INDICATED ON THE DRAWINGS. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL ELECTRICAL SYSTEMS AT THE COMPLETION OF THE WORK AND MAKING ANY CHANGES AND ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEMS. D. MAKE A THOROUGH EXAMINATION OF THE SITE AND THE CONTRACT DOCUMENTS PRIOR TO EXECUTING THE CONTRACT. NO CLAIM FOR ADDITIONAL COMPENSATION WILL BE RECOGNIZED FOR DIFFICULTIES ENCOUNTERED WHICH AN EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS WOULD HAVE REVEALED. E. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ABOVE THE FLOODPLAIN ELEVATION. CONTRACTOR SHALL COORDINATE FLOODPLAIN ELEVATION AND EQUIPMENT REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN. F. THE PLANS ARE GENERALLY DIAGRAMMATIC. COORDINATE ALL WORK WITH OTHER TRADES AS REQUIRED TO AVOID INTERFERENCES BETWEEN TRADES (i.e. BEAMS, CONDUITS, EQUIPMENT, DUCTWORK, ETC). WORK PERFORMANCE: A. JOB SITE SAFETY AND WORKER SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. B. ARRANGE, PHASE AND PERFORM ALL WORK DURING TIME PERIODS SCHEDULED WITH AND ACCEPTABLE TO THE OWNER BEFORE PROCEEDING. NO ADDITIONAL COMPENSATION WILL BE AUTHORIZED FOR WORK NECESSITATED BY ILL-TIMED, DEFECTIVE, OR NON -CONFORMING WORK. C. THE CONTRACTOR SHALL ENSURE THAT ALL SYSTEMS OPERATE AS DESIGNED AND/OR REQUIRED AND SHALL REVIEW THEIR OPERATION WITH THE OWNER UPON COMPLETION OF CONSTRUCTION AND TESTING. COMPILE COMPLETE AND UPDATED AS -BUILT DRAWINGS/DOCUMENTS AND ISSUE ONE (1) SET TO THE OWNER. D. ELECTRICAL WORK SHALL BE ACCOMPLISHED WITH ALL AFFECTED CIRCUITS OR EQUIPMENT DE -ENERGIZED. WHEN AN ELECTRICAL OUTAGE CANNOT BE ACCOMPLISHED IN THIS MANNER FOR THE REQUIRED WORK, THE FOLLOWING REQUIREMENTS ARE MANDATORY: 1. ELECTRICIANS MUST USE AND WEAR FULL PROTECTIVE EQUIPMENT (PPE) (i.e. CERTIFIED AND TESTED INSULATING MATERIAL TO COVER EXPOSED ENERGIZED ELECTRICAL COMPONENTS, CERTIFIED AND TESTED INSULATED TOOLS, ETC.) WHILE WORKING ON ENERGIZED SYSTEMS IN ACCORDANCE WITH NFPA 70E. THE LEVEL OF PPE SHALL BE DETERMINED BY A COMPUTER GENERATED ARC FLASH CALCULATION PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ARC FLASH DATA SHALL BE PRESENTED WITH THE SUBMITTAL BELOW. 2. WORK ON ENERGIZED CIRCUITS OR EQUIPMENT CANNOT BEGIN UNTIL PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE OWNER. E. ENSURE THAT ELECTRICAL SERVICE REMAINS UNINTERRUPTED FOR OTHER BUILDINGS AND FACILITIES AT ALL TIMES. PERFORM ALL TEMPORARY WORK NECESSARY TO MAINTAIN CONTINUITY OF ELECTRICAL SERVICE WHEN CONNECTION IS MADE TO EXISTING SYSTEMS. EXISTING SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR CONSENT OF THE OWNER AND MAYBE INTERRUPTED ONLY AT AND FOR THE SPECIFIED TIME DESIGNATED BY THE OWNER. THE CONTRACTOR SHALL BE GUIDED BY THE OWNER AT ALL TIMES IN MATTERS AFFECTING THE EXISTING FACILITIES. F. ELECTRICAL EQUIPMENT SHALL NOT BE STORED OUTDOORS. EQUIPMENT SHALL BE STORED IN AN OWNER/ENGINEER APPROVED MEDIUM AND LOCATION. CODES & STANDARDS: A. PERFORM WORK IN COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE, FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND STANDARDS, TO INCLUDE THOSE LISTED BELOW, ADOPTED BY THE AUTHORITY HAVING JURISDICTION. WHERE DIFFERENCES MAY OCCUR THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. IN CASE OF CONFLICT PROVIDE WRITTEN NOTIFICATION AND OBTAIN A DECISION FROM THE ARCHITECT. 1. NFPA 70: NATIONAL ELECTRICAL CODE (2014) 2. NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE (2018) 3. NFPA 101: LIFE SAFETY CODE (2015) 4. NFPA 110: STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS (2010) 5. NFPA 241: STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS (2013) 6. NFPA 780: INSTALLATION OF LIGHTNING PROTECTION SYSTEMS (2014) 7. FBC: FLORIDA BUILDING CODE (2017) OSHA PART 1910: OCCUPATIONAL SAFETY AND HEALTH STANDARDS OSHA PART 1926: SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION WARRANTY: A. CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WITHIN SAID PERIOD. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS. B. PROVIDE COMPLETE WARRANTY INFORMATION FOR EACH ITEM TO INCLUDE PRODUCT OR EQUIPMENT; DATE OR BEGINNING OF WARRANTY OR BOND; DURATION OF WARRANTY OR BOND; AND NAMES, ADDRESSES, AND TELEPHONE NUMBERS AND PROCEDURES FOR FILING A CLAIM AND OBTAINING WARRANTY SERVICES. SUBMITTALS: A. SUBMIT FIVE (5) COMPLETE BOUND HARDCOPY SETS OR ONE (1) ELECTRONIC PDF COPY. THE ENGINEER WILL RETURN MINIMUM ONE (1) COPY OF SUBMITTAL AND/OR SUBMITTAL REVIEW COMMENTS NO LATER THAN 21 CALENDAR DAYS OF RECEIPT. B. APPROVAL SHALL BE OBTAINED FOR ALL EQUIPMENT AND MATERIAL BEFORE DELIVERY TO THE JOB SITE. DELIVERY, STORAGE OR INSTALLATION OF EQUIPMENT OR MATERIAL WHICH HAS NOT HAD PRIOR APPROVAL, WILL NOT BE PERMITTED AT THE JOB SITE. C. SUBMITTALS SHALL INCLUDE ADEQUATE DESCRIPTIVE LITERATURE, CATALOG CUTS, SHOP DRAWINGS AND OTHER DATA NECESSARY FOR THE ARCHITECT/ENGINEER TO ASCERTAIN THAT THE PROPOSED EQUIPMENT AND MATERIALS COMPLY WITH SPECIFICATION REQUIREMENTS. CATALOG CUTS SUBMITTED FOR APPROVAL SHALL BE LEGIBLE AND CLEARLY IDENTIFY EQUIPMENT BEING SUBMITTED. D. SUBMITTALS FOR INDIVIDUAL SYSTEMS AND EQUIPMENT ASSEMBLIES WHICH CONSIST OF MORE THAN ONE ITEM OR COMPONENT SHALL BE MADE FOR THE SYSTEM OR ASSEMBLY AS A WHOLE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED FOR APPROVAL E. SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES WILL BE ACCEPTED ONLY WHEN SUBMITTED BY THE CONTRACTOR. DATA SUBMITTED FROM SUBCONTRACTORS AND MATERIAL SUPPLIERS DIRECTLY TO THE ARCHITECT/ENGINEER WILL NOT BE PROCESSED. F. SUBMITTALS SHALL BE MARKED TO SHOW SPECIFICATION REFERENCE INCLUDING THE SECTION AND PARAGRAPH NUMBERS. SUBMIT EACH SECTION SEPARATELY AND INCLUDE THE FOLLOWING: 1. INFORMATION THAT CONFIRMS COMPLIANCE WITH CONTRACT REQUIREMENTS. INCLUDE THE MANUFACTURER'S NAME, MODEL OR CATALOG NUMBERS, CATALOG INFORMATION, TECHNICAL DATA SHEETS, SHOP DRAWINGS, PICTURES, NAMEPLATE DATA AND TEST REPORTS AS REQUIRED. 2. PARTS LIST WHICH SHALL INCLUDE THOSE REPLACEMENT PARTS RECOMMENDED BY THE EQUIPMENT MANUFACTURER, QUANTITY OF PARTS, CURRENT PRICE AND AVAILABILITY OF EACH PART. G. MANUALS: SUBMIT IN ACCORDANCE WITH "A" ABOVE FOR REVIEW AND COMMENT. 1. MAINTENANCE AND OPERATION MANUALS: SUBMIT AS REQUIRED FOR SYSTEMS AND EQUIPMENT SPECIFIED IN THE TECHNICAL SECTIONS. FURNISH THREE (3) COPIES, BOUND IN HARDBACK BINDERS, (MANUFACTURER'S STANDARD BINDERS) OR AN APPROVED EQUAL. FURNISH ONE COMPLETE MANUAL AS SPECIFIED IN THE TECHNICAL SECTION BUT IN NO CASE LATER THAN PRIOR TO PERFORMANCE OF SYSTEMS OR EQUIPMENT TEST, AND FURNISH THE REMAINING MANUALS PRIOR TO CONTRACT COMPLETION. 2. INSCRIBE THE FOLLOWING IDENTIFICATION ON THE COVER: THE WORDS "MAINTENANCE AND OPERATION MANUAL," THE NAME AND LOCATION OF THE SYSTEM, EQUIPMENT, BUILDING, NAME OF CONTRACTOR, AND CONTRACT NUMBER. INCLUDE IN THE MANUAL THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF EACH SUBCONTRACTOR INSTALLING THE SYSTEM OR EQUIPMENT AND THE LOCAL REPRESENTATIVES FOR THE SYSTEM OR EQUIPMENT. MATERIALS AND METHODS: A. MATERIALS AND APPARATUSES SHALL COMPLY WITH ALL APPLICABLE TESTS, RATINGS, SPECIFICATIONS, AND REQUIREMENTS OF THE IEEE, NEMA, NFPA AND UL, SHALL BEAR THE UL LABEL OF APPROVAL AND BE LISTED FOR THE PROPOSED APPLICATION. B. FINISHED PRODUCTS SHALL BE FACTORY PRIMED AND FINISH COATED WITH THE MANUFACTURER'S PRIME COAT AND STANDARD FINISH UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. C. UNLESS OTHERWISE SPECIFIED, UNFINISHED PRODUCTS SHALL BE GALVANIZED, COATED OR PLATED TO RESIST CORROSION. D. INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, AS RECOMMENDED BY THE MANUFACTURER AND AS CLOSE AS PRACTICABLE TO LOCATIONS INDICATED ON DRAWINGS. E. INSTALLATIONS SHALL FACILITATE MAINTENANCE AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. ACCESS, WORKING SPACES AND CLEARANCES SHALL NOT BE LESS THAN SPECIFIED BY THE NEC FOR ALL VOLTAGES SPECIFIED. F. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL CHASES TO PREVENT DRAFTS. G. FIRE RATING: RESTORE FIRE RATING WHERE PIERCING OCCURS THROUGH FIRE RATED CEILINGS OR BETWEEN FIRE RATED WALLS. FIRESTOP MATERIALS SHALL BE AS MANUFACTURED BY 3M COMPANY AND UL LISTED FOR USE IN THE CONSTRUCTION ASSEMBLY IN WHICH IT IS TO BE USED. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE RATED WALLS AND CEILINGS. DRAWING SPECIFICATIONS IDENTIFICATION: A. WIRING IN JUNCTION BOXES, WIREWAYS AND PANELBOARD GUTTERS SHALL BE LABELED IDENTIFYING CIRCUIT NUMBER AND/OR EQUIPMENT SERVED. B. JUNCTION BOXES SHALL BE LABELED IN A PERMANENT MANNER REFLECTING PANELBOARD/CIRCUIT NUMBER OF BRANCH CIRCUIT WIRING CONTAINED WITHIN. C. PANELBOARD DIRECTORIES SHALL BE TYPEWRITTEN REFLECTING RECORD CONDITIONS, INCLUDING CIRCUIT NUMBER, TYPE AND LOCATION OF LOADS. D. EQUIPMENT SHALL BE LABELED WITH PLASTIC PLACARDS REFLECTING, EQUIPMENT NAME/NUMBER AND RATING. RACEWAYS: A. RACEWAYS: 1. INTERIOR EXPOSED, CONCEALED IN WALLS OR ABOVE CEILINGS: ELECTRICAL METALLIC TUBING (EMT) 2. INTERIOR CONNECTIONS TO MOTORS, TRANSFORMERS AND VIBRATING EQUIPMENT: FLEXIBLE METAL CONDUIT (FMC) 4. EXTERIOR EXPOSED: GALVANIZED STEEL RIGID METAL CONDUIT (RMC). WHERE PROTECTED, SCHEDULE 40 POLYVINYL CHLORIDE CONDUIT (PVC). 5. EXTERIOR CONNECTIONS TO MOTORS, TRANSFORMERS AND VIBRATING EQUIPMENT: 6. LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) 7. UNDERGROUND: SCHEDULE 40 PVC 8. PENETRATIONS THROUGH CONCRETE SLABS SHALL BE MADE WITH PVC COATED RIGID GALVANIZED STEEL CONDUIT. B. SCHEDULE 40 PVC WILL BE PERMITTED WHERE ALLOWED BY APPLICABLE CODES AND AS OUTLINED ABOVE. PVC SHALL NOT BE USED IN WALL OR CEILING SPACES. ALL BENDS IN PVC LARGER THV NOMINAL TRADE SIZE SHALL BE MADE WITH PVC COATED RIGID METAL CONDUIT. C. PROPERLY ALIGN, GROUP AND SUPPORT ALL CONDUITS. INSTALL EXPOSED CONDUITS PERPENDICULAR AND PARALLEL TO PRINCIPAL STRUCTURAL MEMBERS. CONDUITS SHALL BE SUPPORTED MINIMUM 18" FROM BENDS AND OUTLET BOXES, AT INTERVALS NOT EXCEEDING V-0" AND SHALL NOT SPAN ANY SPACE UNSUPPORTED. CONDUITS SHALL BE SUPPORTED INDEPENDENTLY FROM OTHER TRADES. D. UNDERGROUND CONDUITS SHALL BE INSTALLED WITH MINIMUM 30" COVER. E. THIN WALL CONDUIT SHALL BE UL APPROVED GALVANIZED EMT. COUPLINGS AND CONNECTORS SHALL BE STEEL HEX -NUT, ZINC OR CADMIUM PLATED SET SCREW TYPE FITTINGS. F. FMC IN DRY LOCATIONS SHALL BE UL APPROVED, ZINC COATED, SINGLE STRIP TYPE. FITTINGS SHALL BE AS MANUFACTURED BY THOMAS AND BETTS "TITE-BITE" OR APPROVED EQUAL. G. PROVIDE NYLON PULL CORD AND LEAVE IN PLACE IN EACH EMPTY CONDUIT. H. PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS CROSSING EXPANSION JOINTS IN THE STRUCTURE. BOXES: A. ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICE. B. EXTERIOR BRANCH BOXES SHALL BE WEATHERPROOF CAST "FS" BOXES OR ENGINEER APPROVED EQUAL. C. HANDHOLES AND COVERS SHALL BE HUBBELL QUAZITE OR EQUAL, UL LISTED TIER 15 RATED, LOCKABLE COVERS, OPTIONS AS NEEDED, STAINLESS STEEL BOLTS. CONDUCTORS: A. UNLESS OTHERWISE INDICATED, BRANCH CIRCUIT CONDUCTORS SHALL BE NO. 12 AWG. BRANCH CIRCUIT RUNS OVER 75 FEET IN LENGTH, MEASURED ONE WAY FROM THE FIRST OUTLET TO THE PANELBOARD, SHALL BE NO. 10 AWG FOR THE ENTIRE CIRCUIT. B. CONDUCTORS SHALL BE COPPER WITH THHN/THWN-2 90°C INSULATION. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLYADHERED TO AND SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT: 1. GROUND WIRES: GREEN 2. GROUNDED NEUTRAL WIRES: WHITE 3. 208/120 VOLT, UNGROUNDED PHASE WIRES: BLACK, RED AND BLUE 4. 480/277 VOLT, UNGROUNDED PHASE WIRES: BROWN, ORANGE AND YELLOW C. WIRING IN AIR PLENUMS OR PLENUM SPACES NOT IN CONDUIT SHALL BE UL LISTED AS SUITABPLENUM USE. D. CONDUITS AND WIRING PENETRATING RATED FLOORS AND WALLS SHALL BE SEALED TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION. E. UNDERGROUND SPLICES, JOINTS, TERMINATIONS, ETC. SHALL BE WATERPROOF. F. MULTIPLE CIRCUITS IN SAME CONDUIT SHALL NOT SHARE NEUTRAL CONDUCTORS. G. INSTALL SPLIT BOLT CONNECTORS FOR COPPER CONDUCTOR SPLICES AND TAPS, 6 AWG ,LARGER. H. INSTALL SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER CONDUCTOR SPLICES AND TAPS, 8 AWG AND SMALLER. I. INSTALL INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER CONDISPLICES AND TAPS, 10 AWG AND SMALLER. J. "PUSH -IN" OR "STAB" TYPE CONNECTORS ARE NOT ACCEPTABLE. GROUNDING: A. THE ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER. B. METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS, AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT THE POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. C. GROUNDING CONDUCTORS SHALL BE INSULATED COPPER UON. D. RACEWAYS WITH NO. 12 OR 10 AWG PHASE CONDUCTORS FOR BRANCH CIRCUITS SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUNDING CONDUCTOR. GROUNDING CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONNECTIONS TO LIGHTING FIXTURES. FOR EQUIPMENT GROUNDING CONDUCTOR SIZES OF CIRCUITS WITH PHASE CONDUCTORS LARGER THAN NO. 12 AWG REFER TO DRAWINGS. GROUNDING CONDUCTORS SHALL BE CONNECTED TO GROUND BUS IN PANELBOARDS. E. INSULATED EQUIPMENT GROUNDING CONDUCTORS SHALL BE TERMINATED WITH GROUNDING LUG, BUS, OR BUSHING. CONDUCTORS LOOPED UNDER SCREW OR BOLT HEADS WILL NOT BE PERMITTED. F. INSTALL CLAMP -ON CONNECTORS ON CLEAN METAL CONTACT SURFACES TO ENSURE ELECTRICAL CONDUCTIVITY AND CIRCUIT INTEGRITY. G. TEST THE GROUNDING SYSTEM TO ASSURE CONTINUITY AND THAT RESISTANCE TO GROUND DOES NOT EXCEED 25 OHMS UNLESS OTHERWISE NOTED. TEST EACH GROUND ROD FOR RESISTANCE TO GROUND BEFORE MAKING ANY CONNECTIONS TO THE ROD; THEN TIE ENTIRE GROUNDING SYSTEM TOGETHER AND TEST FOR RESISTANCE TO GROUND. MAKE RESISTANCE MEASUREMENTS IN NORMALLY DRY WEATHER, NOT LESS THAN 48 HOURS AFTER RAINFALL. MAKE GROUND RESISTANCE MEASUREMENTS WITH A GROUND RESISTANCE TEST METER CALIBRATED WITHIN THE LAST TWELVE MONTHS. SWITCHES & RECEPTACLES: A. RECEPTACLES SHALL BE THE GROUNDING TYPE WITH GROUNDING CONNECTION MADE THROUGH AN EXTRA POLE WHICH SHALL BE PERMANENTLY CONNECTED TO A GROUNDING CONDUCTOR. B. CONNECT WIRING DEVICES BY WRAPPING SOLID CONDUCTOR AROUND SCREW TERMINAL. WHEN STRANDED CONDUCTORS ARE USED IN LIEU OF SOLID, USE CRIMP ON FORK TERMINALS FOR DEVICE TERMINATIONS. DO NOT PLACE BARE STRANDED CONDUCTORS DIRECTLY UNDER DEVICE SCREWS. C. GFCI RECEPTACLES SHALL MEET CURRENT UL 943 REQUIREMENTS WITH AUTO -MONITORING OR SELF -TEST FUNCTIONALITY; IF THE SELF -TEST FUNCTION DETECTS A PROBLEM, THE UNIT MUST DENY POWER OR PROVIDE VISUAL AND/OR AUDIBLE INDICATION. D. GFCI RECEPTACLES LOCATED IN DAMP, WET OR EXTERIOR LOCATIONS SHALL BE WEATHER -RESISTANT TYPE TO COMPLY WITH NEC 406.9. E. RECEPTACLES FOR 20 AMPERE, 120 VOLT APPLICATION SHALL BE SPECIFICATION GRADE THREE -WIRE, TWO POLE, RATED 20 AMPERES AT 125 VOLTS, PASS & SEYMOUR OR APPROVED EQUAL. F. LIGHT SWITCHES SHALL BE SPECIFICATION GRADE, 120/277 VOLTS, PASS & SEYMOUR OR APPROVED EQUAL. G. PROVIDE WALL PLATES FOR SINGLE AND COMBINATION DEVICES OF TYPES, SIZES, AND WITH GANGING AND CUTOUTS AS INDICATED. SELECT PLATES WHICH MATE AND MATCH WIRING DEVICES TO WHICH ATTACHED. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLOR TO MATCH FINISH OF PLATES, WALL PLATES COLOR TO MATCH DEVICES, COLOR BY ARCHITECT. H. WEATHERPROOF COVER PLATES SHALL BE NEMA 250 COMPLYING WITH TYPE 3R, WEATHER RESISTANT, DIE-CAST ALUMINUM, WHILE IN USE COVER. COVER SHALL HAVE NOTCH FOR CORD. LIGHTING FIXTURES: A. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL LIGHTING FIXTURES AND APPURTENANCES AS INDICATED ON THE PLANS. B. PROPERLY AND CAREFULLY ALIGN FIXTURES. FIXTURE BOTTOMS, EDGES, AND ENDS SHALL BE EVEN AND TRIMS SHALL BE SNUG TO THE SURFACE. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY HARDWARE, ETC. FOR A COMPLETE FIXTURE INSTALLATION. FIXTURES SHALL BE SUPPORTED INDEPENDENTLY FROM CEILING AND OTHER TRADES. C. RECESSED FIXTURES SHALL BE CONNECTED WITH A MAXIMUM 6 FOOT FLEXIBLE WHIP. F. LAMPS: 1. LAMPS APPROVED MANUFACTURERS SHALL BE: SYLVANIA. PHILIPS OR GENERAL ELECTRIC, NO SUBSTITUTIONS PERMITTED. SHALL HAVE A MI 41 K T N OTHERWISE, ALL LAMPS SHALL BE 2. FLUORESCENT LAMPS SHA MINIMUM 85 CRI AND 00 CC UON, O , TCLP' COMPLIANT. HALL BE LEAN AND LENSES HALL BE CLEAR OF FINGERPRINTS. G. FIXTURESS C S H. REPLACE NON -OPERATING LAMPS WITH NEW AND REPLACE MISMATCHED COLOR LAMPS WITH SAME COLOR LAMPS PRIOR TO FINAL OBSERVATION BY ENGINEER. EQUIPMENT: A. APPROVED MANUFACTURERS SHALL BE: SQUARE-D, CUTLER -HAMMER, GENERAL ELECTRIC AND SIEMENS. B. EQUIPMENT BUSES SHALL BE COPPER. C. OUTDOOR EQUIPMENT SHALL BE NEMA 3R OR NEMA 4X AS REQUIRED. D. PANELBOARDS: 1. PANELBOARDS SHALL BE SQUARE-D: NQ, NF, I -LINE OR APPROVED EQUAL, SERIES RATED PANELBOARDS WILL NOT BE PERMITTED. 2. FULL SIZE, COPPER NEUTRAL BUS (UON), MOUNTED ON INSULATED SUPPORTS. 3. COPPER GROUND BUS WITH SUFFICIENT TERMINALS FOR ALL GROUNDING CONDUCTORS. BUSES BRACED FOR THE AVAILABLE SHORT CIRCUIT CURRENT, BUT NOT LESS THAN 10,000 AMPERES SYMMETRICAL FOR 208/120 VOLT PANELBOARDS AND 14,000 AMPERES SYMMETRICAL FOR 480/277 VOLT PANELBOARDS. 4. MAIN CIRCUIT BREAKER MOUNTING SHALL BE VERTICAL, AHEAD OF BUSES; HORIZONTAL MOUNTING WILL NOT BE ACCEPTED. 5. FOR RECESSED PANELBOARDS, PROVIDE MINIMUM (5) SPARE 3/4" CONDUITS STUBBED OUT TO ABOVE ACCESSIBLE CEILING. IDENTIFY EACH CONDUIT AS "SPARE". E. CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. F. PROVIDE DISCONNECTING MEANS OR SAFETY SWITCH NEAR AND WITHIN SIGHT OF EACH MOTOR. G. SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE LION. H. FUSES SHALL BE CLASS RK1 UON. L. SURGE PROTECTIVE DEVICE MANUFACTURERS SHALL BE: PQ PROTECTION, LEA INTERNATIONAL, ATLANTIC SCIENTIFIC, OR CURRENT TECHNOLOGY. Renna Enterprises, Inc. P.E. # 85232 Irving Ho, P.E. AUTH. # 00008631 Consulting Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax. (863) 646 8881 V� a' o (7D U 00c)) N 1­1 c`M 0 = V QJ � N s O 0 cc m V ca O 5 o � � W o� Q Z U) W Z m~ VJ oW W O H 2Q IX a �- LU J Oz W 0 LL- W Lj_j ow T �j� W LL F J O w J_ � _ W Q =2 ~ LL o�0�^o-04 UZ VJ Q LoN IIIII111111 E2 URUA SECOND FLOOR 1 /4" = 1'-0" 5 TYP is MSCU-413 MSCU-28 — ----------- 1R4 Z......-.....-. ITr 5 MSCU-3A MSCU-1A ;MSCU-2A MSCU4A i GROUND FLOOR 2A-10,12 ElA-11,13 E`-:113-10,12 2&10,12 �11111111� 1 /4" = 1'-0" NEL-1,3 NEL-2,4 SE PANEL-6 ;E TROUGH `ER TO ONE -LINE 3RAM GENERAL NOTES 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 3. REFER TO STRUCTURED CABLING SPECIFICATIONS UNDER SEPARATE COVER. 4. REFER TO POWER ONE -LINE FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 5. COORDINATE LOCATION AND MOUNTING HEIGHT OF ALL DEVICES WITH OWNER PRIOR TO ROUGH -IN. 6. MAXIMUM 3 QUARTER TURN (TOTAL 270°) CONDUIT BENDS BETWEEN JUNCTION/PULL BOXES. 7. COORDINATE EXACT LOCATION OF ALL EXTERIOR WALL PENETRATIONS WITH ARCHITECT. SEAL TO MAINTAIN WATER TIGHTNESS AND FIRE RATING. 8. COORDINATE ORIENTATION OF DEVICE WITH ARCHITECT. 9. COORDINATE LOCATION AND MOUNTING HEIGHT OF BOXES FOR CABLE TV OUTLETS WITH OWNER. 10. COORDINATE LOCATION AND MOUNTING HEIGHT OF RECEPTACLES FOR WALL MOUNTED TVs WITH OWNER. 11. COORDINATE EXACT LOCATION AND REQUIREMENTS FOR CONNECTION TO MECHANICAL EQUIPMENT WITH EQUIPMENT SUPPLIER/INSTALLER AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH -IN AND MAKE APPROPRIATE ADJUSTMENTS AS REQUIRED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL NECESSARY BOXES, WIRING, ETC FOR COMPLETE AND OPERATIONAL SYSTEM. 12. EC TO PROVIDE BOXES AND CONDUITS AS REQUIRED FOR MECHANICAL EQUIPMENT CONTROLS. COORDINATE REQUIREMENTS WITH MECHANICAL AND CONTROLS CONTRACTOR. 13. PROVIDE PLASTIC INSULATED BUSHINGS AND PULL STRINGS FOR ALL LOW VOLTAGE CONDUITS. 14. IT AND POWER CONDUITS SHOULD CROSS AT 900 AND MAINTAIN MINIMUM 12" SEPARATION BETWEEN CONDUITS AT ALL TIMES. 15. PATCH AND PAINT WALLS AS REQUIRED WHERE DEVICES, BOXES, ETC ARE REMOVED OR REWORKED. 16. EXTEND CONDUITS AND CONDUCTORS AS REQUIRED. 17. REFER TO ARCHITECTURAL PLANS FOR FLOOR TRENCHING AND PATCHING REQUIREMENTS. 18. NO FOREIGN SYSTEMS SUCH AS PIPING AND DUCTS SHALL BE ROUTED ABOVE ELECTRICAL EQUIPMENT. KEYNOTES # KEYNOTE TEXT 1 PLUG LOAD CONTROL RECEPTACLE. WIRE SUCH THAT 50% (ONE RECEPTACLE EACH DUPLEX ARE CONTROLLED VIA THE SWITCH. RECEPTACLES SHALL BE CLEARLY LABELED TO INDICATE WHICH RECEPTACLES ARE CONTROLLED. 2 NEW PANELBOARD REFER TO ONE LINE DIAGRAM AND PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 3 PROVIDE SPECIAL RECEPTACLE FOR WASHING AND DRYER. COORDINATE WITH ARCHITECT/OWNER FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS PRIOR TO ROUGH -IN AND INSTALLATION. 4 PROVIDE SPECIAL RECEPTACLE FOR ELECTRIC OVEN. COORDINATE WITH ARCHITECT/OWNER FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS PRIOR TO ROUGH -IN AND INSTALLATION. 5 PROVIDE DISCONNECT SWITCH FOR CONDENSING UNIT. REFER TO ELECTRICAL MECHANICAL EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. 6 PROVIDE MOTOR RATED TOGGLE SWITCH FOR EWH. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH EQUIPMENT SUPPLIER / INSTALLER. 7 PROVIDE DISCONNECT SWITCH FOR DUPULX PUMP. COORDINATE EXACT LOCATION WITH ARTCHITECT/OWNER PRIOR TO ROUGH -IN AND INSTALLATION. 8 PROVIDE DISCONNECT SWITCH FOR LIFT STATION. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER PRIOR TO ROUGH -IN AND INSTALLATION. 9 2#12 + #12G - 3/4"C 10 13#10 + #10G - 3/4"C 11 12#10 + #12G - 3/4"C Renna Enterprises, Inc. P.E. # 85232 Irving Ho, P.E. AUTH. # 00008631 Consulting Engineers U CO � E O u 0� M O s ca u co rn� O �M W O sF•y0 N 5232 A `C%- ATE OF Z_ FS'��RIDP.•�� `�� "4/;ZONAL E?G���\ �Illlll Z cf) Uj jZ 00 � � WwO - � ~�_ =Q Ma Z z a 0LL W�w 0 p W 3;I—JO ow Z IY = � w� J C _J W O Q H LL 0 a. } 2 04 UZ U) < CN Q_ �N E 3 EUM 3231 Drone Field Rood Ph. (863) 646 1258 Lakeland, FI 33811 Fox. (863) 646 8881 C 5pc LIGHTING PLAN - SECOND FLOOR 1 /41'= 1'-011 LIGHTING PLAN - GROUND FLOOR 1 /4" = 1'-011 :L-5 GENERAL NOTES 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 3. REFER TO STRUCTURED CABLING SPECIFICATIONS UNDER SEPARATE COVER. 4. REFER TO POWER ONE -LINE FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 5. COORDINATE LOCATION AND MOUNTING HEIGHT OF ALL DEVICES WITH OWNER PRIOR TO ROUGH -IN. 6. MAXIMUM 3 QUARTER TURN (TOTAL 270°) CONDUIT BENDS BETWEEN JUNCTION/PULL BOXES. 7. COORDINATE EXACT LOCATION OF ALL EXTERIOR WALL PENETRATIONS WITH ARCHITECT. SEAL TO MAINTAIN WATER TIGHTNESS AND FIRE RATING. 8. COORDINATE ORIENTATION OF DEVICE WITH ARCHITECT. 9. COORDINATE LOCATION AND MOUNTING HEIGHT OF BOXES FOR CABLE TV OUTLETS WITH OWNER. 10. COORDINATE LOCATION AND MOUNTING HEIGHT OF RECEPTACLES FOR WALL MOUNTED TVs WITH OWNER. 11. COORDINATE EXACT LOCATION AND REQUIREMENTS FOR CONNECTION TO MECHANICAL EQUIPMENT WITH EQUIPMENT SUPPLIER/INSTALLER AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH -IN AND MAKE APPROPRIATE ADJUSTMENTS AS REQUIRED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL NECESSARY BOXES, WIRING, ETC FOR COMPLETE AND OPERATIONAL SYSTEM. 12. EC TO PROVIDE BOXES AND CONDUITS AS REQUIRED FOR MECHANICAL EQUIPMENT CONTROLS. COORDINATE REQUIREMENTS WITH MECHANICAL AND CONTROLS CONTRACTOR. 13. PROVIDE PLASTIC INSULATED BUSHINGS AND PULL STRINGS FOR ALL LOW VOLTAGE CONDUITS. 14. IT AND POWER CONDUITS SHOULD CROSS AT 90° AND MAINTAIN MINIMUM 12" SEPARATION BETWEEN CONDUITS AT ALL TIMES. 15. PATCH AND PAINT WALLS AS REQUIRED WHERE DEVICES, BOXES, ETC ARE REMOVED OR REWORKED. 16. EXTEND CONDUITS AND CONDUCTORS AS REQUIRED. 17. REFER TO ARCHITECTURAL PLANS FOR FLOOR TRENCHING AND PATCHING REQUIREMENTS. 18. NO FOREIGN SYSTEMS SUCH AS PIPING AND DUCTS SHALL BE ROUTED ABOVE ELECTRICAL EQUIPMENT. KEYNOTES # KEYNOTE TEXT 1 2#12 + #12G - 3/4"C 2 FIXTURE A: JUNO - 6" RECESSED DOWN LIGHT CATALOG NUMBER 6RLS-07L0-2700-90CRI-120-FRPC-WH OR APPROVED EQUAL. 3 FIXTURE C: LITHONIA WALL PACK CATALOG NUMBER TWH LED ALO 40K, UPC# 191848355251 OR APPROVED EQUAL. COORDINATE WITH OWNER/ARCHITECT FOR EXACT LOCATION PRIOR ROUGH -IN AND INSTALLATION. FIXTURE SHALL BE CONTROLLED BY PHOTOCELL. 4 FIXTURE B: JUNO - 6" RECESSED DOWN LIGHT CATALOG NUMBER 6RLS-07L0-2700-90CRI-120-FRPC-WH OR APPROVED EQUAL (WET LISTED) OR APPROVED EQUAL. FIXTURE SHALL BE CONTROLLED VIA PHOTOCELL. COORDINATE WITH ARCHITECT PRIOR ROUGH -IN AND INSTALLATION. 5 PROVIDE PHOTOCELL WITH TIME CLOCK. PHOTOCELL SHALL BE PLACED AT HIGHEST POINT OF ROOF. COORDINATE EXACT LOCATION WITH ARCHITECT. LUMINAIRE GENERAL NOTES: 1. ALL INTERIOR LUMINAIRES TO HAVE A COLOR TEMPERATURE OF 3500K UNLESS OTHERWISE DIRECTED BY ARCHITECT. 2. COORDINATE LIGHTING CONTROL AND ANY DIMMING CAPABILITY WITH LUMINAIRE MANUFACTURER AND PROVIDE APPROPRIATE RECOMMENED MANUFACTURER APPROVED DEVICE. 3. COORDINATE ALL LUMINAIRE COLORS, FINISHES, AND MOUNTING OPTIONS WITH ARCHITECT PRIOR TO ORDERING. 4. COORDINATE MOUNTING HEIGHTS AND LOCATIONS WITH ARCHITECT PRIOR TO ROUGH -IN AND INSTALLATION. 5. ALL EMERGENY AND EXIT LIGHTING SHALL REMAIN ON AT ALL TIMES. 6. ALL LED LUMINAIRES SHALL BE CAPABLE OF DIMMING. 7. EQUIVALENT LUMINAIRES ARE ACCEPTABLE FOR REVIEW AND APPROVAL FROM TAMPA BAY LIGHTING INC, WESTERN FLORIDA LIGHTING, AND ENVISION LIGHTING SYSTEMS. o � U cD E ,- O V � � CO a, N O s 8 N ca V co E O M ,- W o W-14 No 85232 ST7TE,00 i • +�/ / O \\s/AMA; f11\\�� U) Z� W Z VJ ~ =W U� w O 2Q �Q < zz IX oZ 0� w o Ili w W i OW W (6 O W� J_ W =r LL 0 OF�/'� UZ VJ Q N co W N Renna Enterprises, Inc. P.E. N 85232 Irving Ho, P.E. AUTH. M 00008631 Consulting Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax. (863) 646 8881 E 4 KEYNOTES 1O 3#3/0 + #6G - 2"C. 2O 3#8 + #1 G -1 "C. 30 2 SETS OF #350 + #8G - 2 1/2"C. 3O PROVIDE SURGE PROTECTIVE DEVICE AS REQUIRED. GENERAL NOTE: 1. ALL METER SERVICE GROUNDING ELECTRODE CONDUCTORS TO REMAIN. CONTRACTOR SHALL TEST OHM READINGS TO MEET NEC REQUIREMENTS FOR ELECTRICAL SERVICES IN SCOPE OF PROJECT. INDOORS GENERAL NOTES 1. CONDUIT RUNS ON THIS RISER ARE SHOWN DIAGRAMMATICALLY AND DO NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL ROUTING WITH EXISTING FIELD CONDITIONS AND ALL OTHER TRADES. 2. COORDINATE SERVICE ENTRANCE CONNECTIONS WITH THE UTILITY CUSTOMER SERVICE PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK AND PROVIDE ACCORDINGLY FOR A COMPLETE ELECTRICAL INSTALLATION. 3. THE CONTRACTOR SHALL MAINTAIN THE FIRE RATING OF ALL WALL AND FLOOR PENETRATIONS THROUGH WHICH CONDUITS PASS. 4. ALL ELECTRICAL EQUIPMENT SHALL BE PROPERLY LABELED TO INDICATE POTENTIAL ELECTRICAL ARC FLASH HAZARDS IN ACCORDANCE WITH NEC ARTICLE 110.16. 5. THE MANUFACTURER BASIS OF DESIGN FOR ALL POWER DISTRIBUTION EQUIPMENT IS SCHNEIDER ELECTRIC. 6. THE MANUFACTURER BASIS OF DESIGN FOR ALL ATS EQUIPMENT IS ASCO TECHNOLOGIES. 7. INCREASE FEEDER CONDUCTOR AND CONDUIT SIZES (AS REQUIRED) IN ORDER TO MAINTAIN A MAXIMUM CUMULATIVE VOLTAGE DROP OF TWO (2) PERCENT AT THE FURTHEST DOWNSTREAM EQUIPMENT. WHERE EQUIPMENT IS UNABLE TO ACCOMMODATE UPSIZED CONDUCTORS, PROVIDE LUG KITS (AS REQUIRED). WHERE LUG KITS ARE UNABLE TO ACCOMMODATE UPSIZED CONDUCTORS, SPLICE AND TRANSITION TO A SMALLER CONDUCTOR SIZE AT THE POINT OF TERMINATION VIA AN AUXILIARY GUTTER, PULL BOX, WIREWAY, OR OTHER SUITABLE DEVICE. EQUIPMENT CONNECTION SCHEDULE TAG HP LOAD FLA (AMPS) VOLTAGE PHASE CONDUIT/WIRE (AWG) PANEL CIRCUIT NUMBER STARTER DISCONNCECT Comments NEMA SIZE ENCLOS. TYPE FURN. BY (DIV.) SWITCH SIZE NO. OF POLES ENCLOSE. TYPE FURN. BY (DIV.) DUPLEX 1 HP PUMPS 1920 VA 8A 240 V 1 2#12 + #12G - 3/4"C HOUSE PANEL 1,3 — — — 30A 2 NEMA 3R 26 EWHAA 13000 VA 54A 240 V 1 2#4 + #8G - VC 1A 14,16 — — — 100A 2 NEMA 1 26 EWHA B 13000 VA 54A 240 V 1 2#4 + #8G -1"C 113 14,16 -- — — 100A 2 NEMA 1 26 EWH-2A 13000 VA 54A 240 V 1 2#4 + #8G -1"C 2A 14,16 -- — -- 100A 2 NEMA 1 26 EWH-2B 13000 VA 54A 240 V 1 2#4 + #8G -1"C 2B 14,16 — — — 100A 2 NEMA 1 26 LIFT STATION 3192 VA 13.3A 240 V 1 2#10 + #10G - 3/4"C HOUSE PANEL 2,4 — — — 30A 2 NEMA 3R 26 MSCU-1A 3302 VA 13.76A 240 V 1 2#12 +#12G - 3/4"C 1A 11,13 — — - 30A 2 NEMA 3R 26 MSCU-1 B 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 1A 10,12 — -- — 30A 2 NEMA 3R 26 MSCU-2A 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 113 10,12 — — — 30A 2 NEMA 3R 26 MSCU-213 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 113 11,13 — — -- 30A 2 NEMA 3R 26 MSCU-3A 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 2A 10,12 — — -- 30A 2 NEMA 3R 26 MSCU-36 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 2A 11,13 — — — 30A 2 NEMA 3R 26 MSCU-4A 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 2B 10,12 — — — 30A 2 NEMA 3R 26 MSCU-46 3302 VA 13.76A 240 V 1 2#12 + #12G - 3/4"C 2B 11,13 — — -- 30A 2 NEMA 3R 26 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULE NOTES: 1. COORDINATE EQUIPMENT/DEVICE LOCATIONS WITH TRADE CONTRACTOR PRIOR TO ROUGH -IN. 2. CONTRACTOR TO MAKE FINAL CONNECTIONS FROM ELECTRICAL EQUIPMENT TO DEVICES. Renna Enterprises, Inc. P.E. y 85232 Irving Ho, P.E. AUTH. N 00008631 Consulting Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax. (863) 646 8881 o � U E co �o M _c V � 0 � N s O U ca �/ V 0) `■ti 0)0 � � W o -0 Q 0 2 .�4 sS/4� �R►DP�G1�'���� //NA `' E\\��� Z z U) W o z (n mz �W W 0 U~ a a �♦�/^� VJ �— 2 a �/ ZIt Q F- 00 L.` w W LL LL w W O �_j pIr (Y co J_ W0 Q=2 ~� } 0z VJ Q U)0 E5 Branch Panel: ENCLD CB Location: Supply From: Mounting: Wall Mounted Enclosure: '. Notes: CALCULATIONS FOR ENCLOSED CIRCUIT BREAKER CKT Circuit 1 PANEL 1B 3 5 PANEL 2A 7 9 HOUSE PANEL 11 13 15 17 Load Classification Lighting Receptacle Appliance - Dwelling Unit HVAC/MOTOR Notes: Volts: 120/240 Single Phases: 1 Wires: 3 A.I.C. Rating: Mains Type: MCB Mains Rating: 600 A MCB Rating: 600 A Neutral Rating: 100.00% Notes: Branch Panel: 1A Location: Supply From: ENCLD CB Mounting: Recessed Enclosure: NEMA 1 Not e Tri p Pol e A 15.7 kVA kVA 16.0 --- -- B -- 14 6 kVA 15.0 kVA Po e Trip Not a Circuit Description CKT 2 CKT Circuit Descriptio 200A 2 2 200A PANEL1A 1 KITCHEN RECPT 4 3 FRIDGE 200 A 2 16.4 WA 16.0 kVA 14.4 kVA 1 14.8 kV; 2 200 A PANEL 2B 6 5 BATHROOM & BEDROOM RECPT 8 7 DINNING ROOM RECPT 100 A 3.9 -kVA 2 r- 2.6 kVA - -- 10 9 MICROWAVE + FAN 12 11 MSCU-1A 14 13 16 15 LIGHTING -- -�.- 18 17 Total Load: 67.9 kVA 614 kVA Total Amps: 566 A 512 A Connected Load Demand Factor Estimated Demand Panel Totals Load Classification 994 VA 125.00% 1243 VA Lighting 16020 VA 81.21 % 13010 VA Total Conn. Load: 129.3 kVA Receptacle 28800 VA 75.00% 21600 VA Total Est. Demand: 120.21 kVA Appliance - Dwelling Unit 31528 VA 102.62% 32354 VA Total Conn. Current: 539 A HVAC/MOTOR Total Est. Demand Current: 501 A Branch Panel: HOUSE... Location: Volts: 120/240 Single A.I.C. Rating: Supply From: ENCLD CB Phases: 1 Mains Type: MCB Mounting: Wall Mounted Wires: 3 Mains Rating: 100 A Enclosure: NEMA 3R MCB Rating: 100 A Neutral Rating: 100.00% Notes: Not PO Po Not CKT Circuit Description e Trip e A B e Trip a Circuit Description CKT 1 _ 1.0 kVA 1.6 kVA _ "s 111 2 DUPLEX 1 HP PUMP STATION 20 A 2 2 20 A LIFT STATION 3 1 0 kVA 1.6 kVA 4 5 Lighting 20 A 1 0.1 kVA 1.3 kVA 1 20 A EXTERIOR RECPT 6 7 - - - 8 9 10 11 -- - - - 12 13 14 15 16 17 18 Total Load: 3.9 WA 2.6 WA Total Amps: 32 A 21 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 70 VA 125.00% 88 VA Receptacle 1260 VA 100.00% 1260 VA Total Conn. Load: 6.4 kVA HVAC/MOTOR 5112 VA 115.61 % 5910 VA Total Est. Demand: 7.26 kVA Total Conn. Current: 27 A Total Est. Demand Current: 30 A Notes: Notes: Volts: 120/240 Single Phases: 1 Wires: 3 of Pot PO e Trip e A B e Trip 20 A 1 0 9 kVA 1 4 kVA 2 30 A 20 A 1 0 9 kVA 1.4 kVA 20 A 1 0:9 kVA 1 A kVA f T 2 30 A 20 A 1 1.3 kVA 1.4 kVA 20 A 1 1.6 kVA 1.7 kVA 2 20 A 1,7 kVA 1.7 kVA 20 A 2 - 1 7 kVA 6 5 kVA 2 70 A 20 A 1 0.2 kVA 6.5 kVA Total Load: 16.0 kVA 15.0 kVA Total Amps: 133 A 125 A Connected Load Demand Factor Estimated Demand 216 VA 125.00% 270 VA 3960 VA 100.00% 3960 VA 7200 VA 100.00% 7200 VA 6604 VA 112.50% 7430 VA A.I.C. Rating: Mains Type: MCB Mains Rating: 225 A MCB Rating: 200 A Neutral Rating: 100.00% e Circuit Description CKT OVEN 2 4 WASHWER & DRYER 6 8 MSCU-1B 10 ELEC WATER HEATER 16 18 Panel Totals Total Conn. Load: 31.0 kVA Total Est. Demand: 31.86 kVA Total Conn. Current: 129A Total Est. Demand Current: 133 A Branch Panel: Location: Supply From: Mounting: Enclosure: Notes: CKT Circuit Description 2A ENCLD CB Recessed NEMA 1 Not Po a Trip e Volts: 120/240 Single Phases: 1 Wires: 3 A B Pol e Trip A.I.C. Rating: Mains Type: MCB Mains Rating: 225 A MCB Rating: 200 A Neutral Rating: 100.00% Not a Circuit Description CKT 1 3 KITCHEN & BATH ROOM RECPT FRIDGE RECPT 20 A 20 A 1 1 1.1 kVA 1 1.4 kVA _ 0.9 kVA 1.4 WA 2 30 A OVEN 2 4 5 DINNING & LIVING ROOM RECPT 20 A 1 1.1 kVA 1.4 kVA 2 30 A WASHER &DRYER 6 7 BEDROOM RECPT & BATHROOM RECPT 20 A 1 1 0.7 kVA 1.4 kVA 1.6 kVA 1.7 kVA 8 10 9 MICROWAVE + FAN 20 A 2 20 A MSCU-3A 11 MSCU-3B 20 A j 1.7 kVA 1.7 kVA ;1 12 13 2 1.7 kVA 6.5 kVA 2 70 A ELEC WATER HEATER 14 15 LIGHTING 20 A - -- -- 1 0 2 kVA 6.5 kVA 16 17 18 Total Load: Total Amps: -- -- - - 16.4 kVA 14.4 kVA 136 A 120 A - Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 192 VA 125.00% 240 VA Receptacle 3780 VA 100.00% 3780 VA Total Conn. Load: 30.8 kVA Appliance - Dwelling Unit 7200 VA 100.00% 7200 VA Total Est. Demand: 31.65 kVA HVAC/MOTOR 6604 VA 112.50% 7430 VA Total Conn. Current: 128 A Total Est. Demand Current: 132 A Notes: Branch Panel: 1 B Location: Volts: 120/240 Single A.I.C. Rating: Supply From: ENCLD CB Phases: 1 Mains Type: MCB Mounting: Recessed Wires: 3 Mains Rating: 225 A Enclosure: NEMA 1 MCB Rating: 200 A Neutral Rating: 100.00% Notes: Not Pol Poll Not CKT Circuit Description a Trip e A B e Trip a Circuit Description CKT 1 BATHROOM & BEDROOM RECPT 20 A 1 0.7 kVA 1.4 kVA 2 3 FRIDGE 20 A 1 0.2 kVA 1 4 kVA 2 30 A OVEN 4 5 KITCHEN & DINNING RECPT 20 A 1 1,3 kVA 1.4 kVA---I- -- - # 1.6 kVA 1.4 kVA - 1.7 kVA 1.7 kVA - >'70 0.3 kVA 6.5 kVA 2 2 215 30A 20 A WASHER DRYER MSCU-2A 7 MICROWAVE + FAN 20 A 1 8 9 LIVING RM RECPT 20 A 1 1.1 kVA 1.7 kVA -� 10 11 MSCU-2B 20 A ;1.7 VA 6 5 kVA 12 13 A ELEC WATER HEATER 14 LIGHTING 20 A 16 17 18 - Total Load: - -- - -- 15.7 kVA 14.6 kVA Total Amps: 131 A 122 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 252 VA 125.00% 315 VA Receptacle _ 3240 VA 100.00% 3240 VA Total Conn. Load: 30.3 kVA Appliance - Dwelling Unit _ 7200 VA 100.00% 7200 VA Total Est. Demand: 31.18 kVA HVAC/MOTOR 6604 VA 112.50% 7430 VA Total Conn. Current: Total Est. Demand Current: 126 A 130 A Notes: Branch Panel: 2B Location: Supply From: ENCLD CB Mounting: Recessed Enclosure: NEMA 1 Notes: ,KT Circuit Description_ 1 BATHROOM & BEDROOM RECPT_ 3 FRIDGE 5 KITCHEN RECPT 7 DINNING & LIVING ROOM 9 MICROWAVE + FAN 13 MSCU-4B 15 Lighting 17 Load Classification Lighting Receptacle Appliance - Dwelling Unit HVAC/MOTOR Notes: Volts: 120/240 Single Phases: 1 Wires: 2 Not Pol PO e Trip e A B e Trip 20 A 1 0.9 kVA 1.4 kVA 20 A 1 0.9 kVA 1 4 k to 2 30 A 20 A 1 0.9 kVA 1.4 kVA _ 1. 1 6 k' A 1 7 kVA " 30A 20 A 1 1.1 kVA 1.4 kVA 2 20 A 1 - � 7 kVA 1 1.7 kVA --'- 2 20 A 20 A 2 a. - - 17 kVA 6.5 kVA 20 A 1 ^ 0.3 WA 6.5 kVA 2 70 A Total Load 16.0 WA 14.8 kVA J Total Amps: 133 A 124 A Connected Load Demand Factor Estimated Demand 264 VA 125.00% 330 VA 3780 VA 100.00% 3780 VA 7200 VA 100.00% 7200 VA 6604 VA 112.50% 7430 VA A.I.C. Rating: Mains Type: MCB Mains Rating: 225 A MCB Rating: 200 A Neutral Rating: 100.00% Not e Circuit Description CKT OVEN 2 4 WASHER & DRYER 6 8 MSCU-4A 10 ELEC WATER HEATER 14 16 - - 18 Panel Totals Total Conn. Load: 30.8 kVA Total Est. Demand: 31,74 kVA Total Conn. Current: 129 A Total Est. Demand Current: 1132 A nna Enterprises, Inc. auTr. q ,n�wJ�t3I un ,siting Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lokeland, FI 33811 Fox. (863) 6468881 U 4-1 00 E 0 00 0 W 0 O S U N ccl co O rn � L W � � o 0 -0 Of Q I % i O � � O � y .85232 e S1 �r7 ••�''� � ��i�cS' �'c�ORID�.••• � ��\ /lull\ Z U) W 0 Z m � C)W O =Q�^ �z Ury Q VJ W J Cf Q Z I..L L� iy LL W o W O FZ of J lZ' ry U J W O Q H W0 0 r- 0E-Na- UZ vJ Q �N r^ 00000 EnDM BT 19 16 1 NOVEMBER 2019 E 6 PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN VENT PIPING V -------- COLD WATER PIPING CW — — HOT WATER PIPING HW — — — — GATE VALVE GV CLEAN OUT TO GRADE COTG WALL CLEAN OUT WCO WCO I TYPICAL (TYP) CAP CAP VENT THRU WALL VTW TEE UP TEE DOWN v 90' UP 900 DOWN SHUT OFF VALVE SOV 1. DOMESTIC WATER PIPING SHALL BE CPVC. ALL HW PIPING SHALL BE INSULATED. 2. SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT FITTINGS. CONFORMING TO ASTM STANDARDS. ALL SANITARY AND VENT PIPING IN FIRE RATED WALLS SHALL BE CAST IRON. 3. INSULATION SHALL BE FLEXIBLE UNICELLULAR —SELF —SEAL ARMAFLEX 2000 1/2" THICK FOR HOT WATER PIPING. CONTRACTOR NOTES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN SITE CONDITIONS PRIOR TO SUBMISSION OF BID. BIDDERS ARE FAMILIARIZE THEMSELVES WITH CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE, LOCAL AND FEDERAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORSEEN HAD AN EXAMINATION AND CODE/REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. 4" DRAIN FROM SE TO GROU CONNECT OUTSIDE. N CONNECT 2" SANITARY PIPE FROM --_ LS-1 TO SITE SANITARY CONNECTION. CONTRACTOR SHALL VERIFY EXACT LOCATION. r \ RAIN PIPE FROM )ND FLOOR TO JND FLOOR. PROPOSED SECOND FLOOR PLAN - SANITARY SCALE: 1 /4"=1'-0" 19167 COM N PROPOSED GROUND FLOOR PLAN - SANITARY SCALE: 1 /4"=1'—O" 19167 EXTEND AND CONNECT 4" SANITARY PIPE TO SITE SANITARY. SEE CIVIL FOR CONTINUATION. PIPE DOWN FROM 2 TO SANITARY D FLOOR. 011.11111,/ �O�ERT ,//4 .500 7 ' r r Rama EntWise4 ft. P.E. # 56067 Ronald R. Renna, P.E. AUTH. # 00008631 Consulting Engineers 3231 Drane Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax.(863) 646 8881 0 V U � E0� N V COCO Q N IMM 0 N cc V 00 O W o� c/) W Z oZ M I- m =WW O 2 U Q W J m zz < - oW�W 1 �w- o o!W Z w WLL (n WO = �� > � o O � N 0 U Z � N 01 NOV 2019 EXTEND AND CONNECT NEW 3/4"CW FROM I EXTEND AND CONNECT NEW 3/4"CW FROM I TENANT UNIT IN SECOND FLOOR TO SITE f TENANT UNIT IN SECOND FLOOR TO SITE 1 DOMESTIC WATER. CONTRACTOR SHALL DOMESTIC WATER. CONTRACTOR SHALL VERIFY EXACT LOCATION. PROVIDE SOV IN I I SOV VERIFY EXACT LOCATION. PROVIDE SOV IN I I SOV GROUND IN BOX WITH COVER. GROUND IN BOX WITH COVER. EXTEND AND CONNECT NEW 3/4"CW FROM TENANT UNIT IN GROUND FLOOR TO SITE DOMESTIC WATER. CONTRACTOR SHALL VERIFY EXACT LOCATION. PROVIDE SOV IN GROUND IN BOX WITH COVER. T I SOV IN PROPOSED SECOND FLOOR PLAN — WATER SCALE: 1 /4"=1'-O" 19167 N PROPOSED GROUND FLOOR PLAN — WATER SCALE: 1 /4"=1'—O" 19167 r EXTEND AND CONNECT NEW 3/4"CW FROM TENANT UNIT IN GROUND FLOOR TO SITE DOMESTIC WATER. CONTRACTOR SHALL VERIFY EXACT LOCATION. PROVIDE SOV IN GROUND IN BOX WITH COVER. Roma Entelrprise4 f. P.E. 1 56067 Ronald R. Renna, P.E. AUTH. d 00008631 Consulting Engineers 3231 Drane Field Road Ph. (863) 646 1258 Lakeland, FI 33811 Fax.(863) 646 8881 a' E. "*' U N E co CIDo V 0 a� 0 s m ° � CD s W� o� o_ 7mT, m A ., cD W z ZWO U(L m Q Z Q oz� W Ix o� W wo zw F-_; 0 IX w/ U) J WLL O �� z0 O N EL LU C)Z LhN Pi 101 CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR FLOOR LINE 1 /8" C.I. BEND — BALANCE OF PIPING SAME AS CLEANOUT TO GRADE FLOOR CLEANOUT (FCO) CLEANOUT NOT TO BE LOCATED IN CARPETED AREA BRASS CLEANOUT PLUG W/COUNTERSUNK HEAD r FINISHED GRADE ""-16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE 1 /8" C.I. BEND C.I. WASTE LINE LENGTH TO SUIT '* - WASTE LINE 1 /8" BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT TO GRADE (COTG) CLEANOUT DETAIL NO SCALE MAY EXTEND AS WASTE OR VENT WALL WALLCOVERfr L; PLUGGED TEE AND SCREW WITH CLEANOUT FLOOR LINE 1 /8 C.I. BEND BALANCE OF PIPING SAME AS FLOOR CLEANOUT WALL CLEANOUT DETAIL NO SCALE ROOF DECK L•: Im : COPPER OR LEAD SLEEVE WITH FLANGE VENT PIPE ROOF MASTIC :1 ROOF DECK PACK W/OAKUM OR EQUAL MATERIAL TO PREVENT ASPHALT DRAINAGE VENT THRU ROOF DETAIL NO SCALE WALL MOUNTED WATER HEATER 0 CONTROLLER. LOCATE ON WALL NEAR WATER HEATER. PROVIDE ALL CONTROL WIRING PER MANUFACTURER'S RECOMMENDATIONS. (TYP) — ASME RATED TEMPERATURE AND PRESSURE RELIEF VALVE. EXTEND FULL-SIZED DISCHARGE TO SPILL OVER DRAIN (TYP) INSTANTANEOUS TANKLESS WATER HEATER 0 1 o CONCENTRIC VENT (TYP) SECURE TO WALL PER MANUFACTURER'S RECOMMENDATIONS f 1 j m Li EXPANSION [ 1 ] 1 1 TANK - — ------ WATER HEATER DETAIL NO SCALE • ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA PLUMBING CODE (6TH EDITION). • REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. • COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELD EITHER ABOVE OR BELOW HVAC DUCTWORK AS COORDINATED WITH THE HVAC CONTRACTOR. • ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT/OWNER. • COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. • THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, AS IDENTIFIED ON PLUMBING FIXTURE SCHEDULE. • VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. FURNISH CUT-OUT TEMPLATES, FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. • MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CONNECTIONS ARE NOT SHOWN. • VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION/INVERTS OF SANITARY PIPING PRIOR TO INSTALLATION. • ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3'-0" BEFORE ROOF PENETRATION. • INSTALL WATER HAMMER ARRESTERS WHERE WATER PRESSURES ARE EXCESSIVE OR WHERE REQUIRED TO ELIMINATE WATER HAMMER OR WHEN DEEMED NECESSARY BY LOCAL AUTHORITIES. LOCATE AND SIZE AS RECOMMENDED BY THE AMERICAN SOCIETY OF PLUMBING ENGINEERS. • IT IS IN THE INTENT OF THESE DRAWINGS TO COVER ALL WORK AND MATERIAL FOR A FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE AND/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THESE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK. • ALL WORK, BOTH MATERIAL AND INSTALLATION, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. • CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW. WC-1: WATER CLOSET - AMERICAN STANDARD 2876.016.020, WHITE, YORKVILLE 1.6 GPF BACK OUTLET TOILET. WC-2: WATER CLOSET - ADA - PROFLO NO. PF143T LOW CONSUMPTION, TWO PIECE, VITREOUS CHINA, GRAVITY FED, ENLONGATED. 1.1-1.6 GPF. BOTTOM OUTLET TOILET. LAV-1: LAVATORY - PROVIDE CONSTRUCTOR CENTERSET 2-HANDLE BATHROOM FAUCET IN CHROME, MODEL # F512105CP. VANITY CABINET PROVIDED BY OWNER. KS-1: KITCHEN SINK - PROFLO PFUC308A STAINLESS STEEL, UNDERMOUNT. PROVIDE MOEN NO. 7423 SINGLE HANDLE FAUCET. 1.5 GPM. PROVIDE STOPS, SUPPLIES AND TRAP TO MAKE A COMPLETE INSTALLATION. SH-1: SHOWER, ADA - MOEN TL182EP. SINGLE FUNCTION SHOWER HEAD. 1.75 GPM. WHITE PREFABRICATED SHOWER PROVIDED BY OWNER. BT-1: TUB, ADA - MOEN 82537. INCLUDES VALVE, TUB SPOUT, SHOWER HEAD. 1.75 GPM. SINGLE LEVER HANDLE. BATHTUB PROVIDED BY OWNER. WB-1: WASHER BOX - IPS WATER TITE WASHER BOX NO. W4700 (82064). PROVIDE WASH MACHINE DRAIN PAN WITH 2" LIP, SIZED TO WASHER. CONNECT DRAIN TO 2" DRAIN PIPE IN WALL. LS-1: LIFT STATION - 500 GALLON DUPLEX FIBERGLASS PUMP STATION MATH (2) 1.0 HP SEWAGE EJECTOR PUMPS AND ALTERNATING DUPLEX CONTROL PANEL #5OA506. ITEM #: 500FPT-10SDUP, MANUFACTURER: SEPTIC SOLUTIONS. 170 GPM 015FT OF HEAD, SHUT OFF: 48FT OF HEAD. 230VAC, 13.3A, 60 HZ, 1 PHASE. SPI SDC12B DUPLEX CONTROL PANEL WITH ALARM. CONTACT (877)-925-5132. HB-1: HOSE BIB, MILD CLIMATE - EVERBILT - 1/2 IN. BRASS 1/4 TURN MPT X MHT HOSE BIB. 3/4 IN. HOSE THREAD OUTLET. MODEL #VHBQTCC3EB. PROVIDE VACUUM BREAKER. GD-1: GARBAGE DISPOSER, CORDED - GE APPLIANCES NO. GFC525V, 1 /2 HP, WALL SWITCH WITH SINK STOPPER. FCO: FLOOR CLEAN OUT - ZURN NO. Z-1444, POLISHED BRONZE ACCESS COVER, DURA COATED CAST IRON BODY. MATCH TO PIPE SIZE. WCO: WALL CLEAN -OUT - ZURN, #Z-1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA-COATED CAST IRON BODY. MATCH TO PIPE SIZE. SA: SHOCK ABSORBER- SHALL BE J.R.SMITH 5005 THRU 5050 AND SIZED AS RECOMMENDED BY MANUFACTURER. WH-1: WATER HEATER - RHEEM - ELECTRIC - TANKLESS, MODEL RTEX-13, 54 AMP, 24OV, 1 PH, 60 HZ, 13 KW, WALL MOUNTED. 1/2" INLET/OUTLET WHOLE HOUSE. � T iirrr t•tE �,'"'0r a� I �411111 ilk Roma EnterpdseA kic. P.E. # 56067 Ronald R. Renna, P.E. au7H. # 00008631 Consulting Engineers 3231 Drone Field Road Ph. 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