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HomeMy WebLinkAboutPLANSso �F COpE�C,E CO 51 • BOCC FILE COPY r e e r I a fir. e e --M a q .s...v +'. .e LLlee ... .A @. .68.. Pe a' ,... �. °... •. tlnR B e .Ma .... a a., ,A: A ... On .'.. ." - RM1 aa. A. 9 6� &.. p... 9 ... t. ;: .. .. kYF-.. v a. �+. t. .. 8. w .. .. :. A..:: ° w .. a ex.. af. B.° e. .. uEv &.B B. a iv .. 98 SA i9 . M• :.T1i��7 0 TREASURE COASTAIRPARK 1 `5 �534N VIONDR,11IT PROJECT ADDRESS TREASURE COAST AIRPARK 15354 NAVION DRIVE PORT ST. LUCIE, FLORIDA 34987 BUILDING DEPARTMENT ST. LUCIE COUNTY BLDG. DEPT 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 772-462-1573 APPLICABLE CODES / CRITERIA SAINT LUCIE COUNTY CODES 2017 FLORIDA BUILDING CODE I BUILDING AREA S.F. BREAKDOWN I EXISTING BUILDING AREA: HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. COVERED PORCH: 410 S.F. PROPOSED BUILDING AREA: CONDITIONED 2nd FLOOR OFFICE: 448 S.F. UNCONDITIONED MECH. AREA 60 S.F. EXISTING TOTAL GROSS AREA: 4,010 S.F. PROPOSED TOTAL GROSS AREA: 4,518 S.F. PROJECT CONSULTANTS PROPERTY MR. LARRY AITKENS OWNER: 19501 WEST COUNTRY CLUB DRIVE APT. 204 AVENTURA, FL 33180 305-798-3949 ARCHITECT: TEAM ARCHITECTURE FERNANDO PRIETO, ARCHITECT 2328 10th AVENUE NORTH, SUITE 200 LAKE WORTH, FLORIDA 33461 561-855-2688 LICENSE # AR 8840 GENERAL CELENTANO DEVE ENT GROUP, LLC. CONTRACTOR: GREGORY L. C NTANO 824 SW S E JOHNS LANE PALM FL 34990 561- 8-9961 C 1509988 dwniE R DRAWING INDEX T-1 TITLE SHEET C-1 SITE PLAN EX-1 EXISTING FIRST FLOOR PLAN EX-2 EXISTING SECOND FLOOR PLAN, STAIR SECTIONS A-1 PROPOSED SECOND FLOOR PLAN, GENERAL NOTES ROOM FINISH & DOOR SCHEDULES, & DETAILS A-2 BUILDING SECTIONS A-3 BUILDING SECTION ENLARGEMENT A-4 BUILDING SECTION ENLARGEMENT M-1 EXISTING 1st FLOOR AIR CONDITIONING PLAN, PROPOSED 2nd FLOOR AIR CONDITIONING PLAN, EXIST. EQUIPMENT SCHEDULE, NOTES, DETAILS E-1 EXISTING 1st FLOOR ELECTRICAL PLAN, NOTES E-2 PROPOSED 2nd FLOOR ELELCTRICAL PLAN, PANEL SCHEDULES, LOAD CALCULATIONS & RISER P-1 EXISTING 1st FLOOR PLUMBING PLAN PROPOSED 2nd FLOOR PLUMBING PLAN RISER & NOTES 0 w h REVISIONS: No: DATE COMMENTS 0 a 0 U z W U W 2 U R C()0 �LL LL I ® M0 f- U �N Ljj �L � LA SO �� 5 D I— '0 _ W I_ Q �F V CC F ZL z U o i4CC4° LL L � d 0 0 I� ® D O Lai U ce, Q �Lli 0 LLJ LI)m aM� W 000� "0W 00�_ 00 N � � u, F o p N c ,i°n 2 --U_ V } 0 z OUl Q Q o LU E a, Q `= d L r) 0 V7 �a rn O 0 M0 a) U U c `z 1� > S Ul — c Y� N U K Q 0 ILL Q F 0LL v � 00 0 00 } 0 ;cif F- z/Q f l W �LLI 0 a W Job Number: F Drawn By: rss In Date: 04-24-19 0 Sheet Number z T-1 IA SCAWi BY St. Lucie CoU EXIST. BARBWIRE FENCE FIND. I.B.& C. UNREADABLE Y p V N K 1 12 U.E. x I x I XIn mac\ L X IM r.j x n M 1�d XI N I00 x 00 I I Z 1 130' REQ'D. SE SITE DATA: PROPERTY ADDRESS: LOT 98, NAVION ROAD ST. LUCIE COUNTY, FLORIDA 34987 P.C.N.:4224-501-0098-000-1 LEGAL DESCRIPTION: LOT 98, OF TREASURE COAST AIRPARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 26, PAGE 18,18A THROUGH 18F, OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY, FLORIDA ZONING: AG-5 LOT SIZE: 216,199 S.F. (4.96 ACRES) STRUCTURE LOT COVERAGE: ALLOWED - 10.0% MAX. PROVIDED - 1.9% = OK SETBACKS: PROVIDED REQUIRED FRONT (SOUTH) 350.0' to PL 50.0' 320.0' to RWL REAR (NORTH) 270.0' 30.0' SIDE (EAST) 1933 20.0' SIDE (WEST) 60.0' 20.0' LOT 99 VACANT NO EXISTING WELLS OR SEPTIC SYSTEMS PRESENT. BUILDING AREA S.F. BREAKDOWN EXISTING BUILDING AREA: HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. COVERED PORCH: 410 S.F. PROPOSED BUILDING AREA: CONDITIONED 2nd FLOOR OFFICE: 448 S.F. UNCONDITIONED MECH. AREA 60 S.F. EXISTING TOTAL GROSS AREA: 4,010 S.F. PROPOSED TOTAL GROSS AREA: 4,518 S.F. EXISTING CULVERT- N 00"32'21"W(C_690.00' TO REMAIN. 7 " +ry rye^, I o t \ i I \\ EXISTING I \ } BLDG. SEOTBACK RESIDENCE He HANGARry�^� 3,600 S.F. FOOTPRINT F.F ELEV. = 32.00 I PROPOSED 50' ARROWS DESIGNATE I 2nd FLOOR OFFICE REQ'D. SETBACK GRADING/DRAINAGE \ FLOW, TYP. I 507 S.F. INTERIOR BUILD -OUT \ I ,y 1 xi r------- 1 I J?U' BLDG. SETBACK TO R.O.W. \ I I o \ U - EDGE OF POND \\ EXISTING DRAIN FIELD � - — — — — — — J EXI!T�LEC. I \ x 750 S.F. W/ 1.5 TIMES V \ 12' AVAILABLE AREA = 1,125 S.F. EXISTING SEPTIC TANK ¢ 1 900 GALLONS. EXISTING 200 AMP 120/240V \ U U.E. EXIST. 4" PVC SANITARY ^ I \ I U.G. ELEC. SERVICE TO RESIDENCE. �- LINE TO SEPTIC TANK. EXISTING ELEC. TRANSFORMER / X d v TO REMAIN, CONFIRM W/ FPL. / yam \ _. N _— N 00.32121 "W(C),o$ 690.001(P)(M) 12'UTILI ry� YFND12'UTILITY . I.B.& C. EASEMENT READABLE 06 + +ry900 +O X EXISTING SITE PLAN (FOR REFERENCE ONL LOT 97 NO EXISTING WELLS OR SEPTIC SYSTEMS PRESENT. THERE ARE NO SITE IMPROVEMENTS REQUIRED NI w TY IryOryv rn JI�+ I ems EASEMENT � I I SCALE. V = 30'-0" 0 W REVISIONS: No: DATE COMMENTS 0 a 0 U Z W U W F I U Q Q W ` A F T 1\ c00 0 LL Lal o vi U U L.N `-0 O V Wo Q m '0 W V L6 0~C 3 O w Q. s•'� I O 7 Cc CC 0 C) BENCHMARK O Lill FND.N&D LB 6018 J U. ELEVATION 28.75' Q 0 a ° D O� LLJLn c V�0 O CQW 1 O ° a Q LnW rv� m e6 W I� r-_Q � I I W I 00�W Ncr- N I m0 F cu °I V } 0 I � o 0 Q ryg. �a Q N Lu B cu s- n 0 I � I "7- m0 0 O m0 Z MU °' -0Z U � `- • cu O LL I / _c I o 3: W 00 30' F .W. N R.OU FND.N&D Q LB 6018 cc�Kc�� O W F OC�W I C) W 14 — LL 0 a W Job Number: I Drawn By: rss Date: 04-24-19 Sheet Number Z C-1 I 1 - F- 46041 W i .1 1 ,V.11 Cl. 1.,I V 1 A- 11 I.IVIIA AI II .I THERE ARE NO 1st FLOOR IMPROVEMENTS EXISTING 1st FLOOR PLAN 20'-0" SCALE. 714" = T-V �7 r .LU o REVISIONS. No: DATE COMMENTS 0 a a 0 U z_ w F U w F 2 UUN LL QcJ L Q w F �— co 0 LL O O Mo F V LLN a O � �u�o V —I 4 J �Q ca Z'0 I— z v�� W �3 V I— oc z ILLQW O '. a �c u O Q o cc�LL Q —0 a Q O QO LW Cc Vo Cc LAJ ccQd' W �m a M� LLJ z w O 00 0� t eo w 00 W N I Q W w Q� F C U) 2 U vl U � V_ 0 Ul ap a.�wattr�w L- — 0 z O w Q N F N Q '= d n N 0 z° M O cc a) a z U c o ® > "Ld ' o °U 3:w 00 0 F N J U CQ o'� 0 w a W 0 a w Job Number: 2 Drawn By: rss Date: 04-24-19 Sheet Number z EX-1 0 _I1 � V-21/2" 3'-6" 31/2" inn 3'-011 n � 10' -0 3/4" T/T/ 2ndFLOOR — T/ STAIR LANDING 2" X 4" P.T. WOOD TOP RAIL.- 2" X 4" P.T. WOOD VERT. NAILER. 1-1/2" O.D. WOOD HANDRAII CONTINUOUSLY GRASPABLE ALONG ENTIRE LENGTH. 4" X 4" P.T. WOOD VERTICAL - SUPPORTS @ 6'-0" O.C. MAX. PROVIDE EQUAL SPACING. 2" X 4" P.T. WOOD PICKETS — (MAX. 4" CLEAR SPACING). 1"X8" P.T. WOOD RI! CLOSED RISERS TYP. 2"X12" P.T. WOOD (3) 2"X12" P.T.— WOOD STRINGERS 4" X 4" P.T. WOOD COLUMN. SIMPSON MODEL'FPBB44' BASE PLATE — W/ (4) 1/2"0 X 4" L. EXP. ANCHORS INTO CONC. & (8) 1/4"0 SIMPSON STRONG -DRIVE SDS HD SCREWS TO POST. TYP. AT (4) POST. 0101, CONC.SLAB a x x ax — x 3 T/2nd10'-0 3/4" FLOOR — T/ STAIR LANDING SIMPSON MODEL'RTC44(2)' (SQUARE -CUT) CORNER POST -TO -BEAM CONNECTION W/ (10) 16d @ POST & (16) 16d @ BEAM. TYP. AT (4) CORNER POST. FASTENING: 2" X 2" PICKETS SCREWED TO NAILER W/ (2) 1/4"0 X 3" SIMPSON SDS SCREWS. FASTENING: 2" X 2" PICKETS SCREWED TO STRINGER W/ (2) 1/4"0 X 3" SIMPSON SDS SCREWS. FASTENING: — — — — 4" X 4" POST THRU BOLTED TO — — — — — STRINGER W/ (2) 5/8"0 GALV. BOLTS W/ GALV. WASHERS. T=----=a Xa x.% x x 1 X G- <x—ZA— X xa e x x 2-�\ EXISTING STAIR SECTION EX-2 314" = Y-0" V 0'-0'' _ CONC SLAB a x = x � x ©' 4'-0" (2) 2"X12" P.T. WD� JOIST @ 16" O.C. (2) 2"X16" P.T. WOOD LEDGER/NAILER SIMPSON MODEL'LSCZ'� STRINGER CONNECTOR W/ (8) 10d X 1-1/2" NAILS @ RIM BOARD & (8) 10d X 1-1/2" NAILS @ STRINGER FACE & & (1) 10d X 1-1/2" NAILS @ STRINGER EDGE. TYP. AT (3) STRINGERS. 4" X 4" P.T. WOOD COLUMN. EXISTING STAIR SECTION (15) TREADS @ 10 1/2" EA. = 13'-1 1/2" 3/4" NOSING TYPJ /" (3) 2"X12" P.T. WOOD STRINGERS 2"X12" P.T. WOOD TREAD — FASTEN TO EA. STRINGER W/ (3) 8d X 2 1/2" NAILS. 1"X8" P.T. WOOD RISER — FASTEN TO END STRINGERS W/ (3) 4d X 1 1/2" NAILS. 4" X 4" P.T. WOOD COLUMN. SIMPSON MODEL'FPBB44' BASE PLATE„ W/ (4) 1/2"0 X 4" L. EXP. ANCHORS INTO CONC. & (8) 1/4"0 SIMPSON STRONG -DRIVE SDS HD SCREWS TO POST. TYP. AT (4) POST. a4 X W X 1-HR RATED FIRE BARRIER PER UL NO. U419. EXIST. FULL HEIGHT 1-HR FIRE BARRIER WALL TO REMAIN. 7'-8 1/2" (15) TREADS @ 10 1/2" EA. = 13'-1 1/2" 4'-0" (16) RISERS @ 7.54" EA. = 10'-0 3/4" I EXIST. 60 MIN. RATED SELF -CLOSING HOLLOW METAL DOOR. 3 0 2 0 M 20'-0" EXIST. 32" H. KNEE WALL TO REMAIN. WALL TO BE EXTENDED TO ROOF AS PART OF BUILD -OUT. STAIR DIMENSIONS: 2 (15) TREADS @ 105' EA. = 13'-1 1/2" K-2 (16) RISERS @ 7.54" EA. = 10'-0 3/4" STAIR LOAD REQUIREMENTS: STAIRS & LANDING: LIVE LOAD = 100 PSF HANDRAILS & GUARDS: LINEAR LOAD OF 50 PLF CONCENTRATED LOAD OF 200 LBS. 2" X 2" P.T. WOOD PICKETS (MAX. 4" CLEAR SPACING). 2" X 4" P.T. WOOD TOP RAIL 4" X 4" P.T. WOOD VERTICAL SUPPORTS @ 6'-0" O.C. MAX. PROVIDE EQUAL SPACING. 1-1/2" O.D. WOOD HANDRAIL CONTINUOUSLY GRASPABLE ALONG ENTIRE LENGTH. x ax .X—X—x—x ° x— d'X� x STORAGE/MECHANICAL AREA C (1) SIMPSON MODEL'HGAM10' CLIP J AT EACH STRINGER W/ (4) 1/4"0 X 1-3/4" L TITEN-2 ANCHORS TO CONC. & (4) 1/4"0 X 1-1/2" SIMPSON SDS SCREWS. EXIST. DUCTWORK & AHU— TO REMAIN, SEE SHEET'M-1' FOR IMPROVEMENTS. EXISTING 2nd FLOOR STORAGE AREA & STAIR PLAN SCALE: 1/4" = P-0" REVISIONS: a7 No: DATE COMMENTS 0 a 0 z_ LU I— U W F 2 U Q Q W ` A H T 1\ 000 0 O It z I_ v) OMo V 1� IN O wo I 2 ILLJ :3�a o z 1,4o :21 a W ,_ �v� cn 3 V �H @ Z V) L I O� W o a� N 0 I CC 0 o �C a N op�aW= J OC LL occ Z O> m a Q O ou I� �0 cic CL d a X xa 0 cc Q L z � LL W Mm J 2 In W o 000� 'IT 00W SCALE: 314" = V-0" 00 N 2 Of L H Q 0 # . W a L U } J a CS 0 0 0 Q o LU Q N F Q d x 0 z r`nn 0 U W U c /1 j zz LU ' a O � W ro lei U Q J O Q LL 0 J� zQK W ALU 0 —c LL a W Job Number. 2 Drawn By: rss N Date: 04-24-19 Sheet Number Z EX-2 n o II � GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW 2017 EDITION OF THE "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS APPLIES TO A TYPE IIB CONSTRUCTION. 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 4. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 5. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER AND OWNER FOR APPROVAL. WINDOW AND GLASS SUPPLIER/MFR. SHALL PROVIDE WIND LOAD CERTIFICATIONS ON ALL EXTERIOR WINDOWS AND DOORS. 6. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS REQUIRED PER APPLICABLE CODE. 7. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER AND OWNER FOR APPROVAL. 8. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION OF ANY CABINETRY OR MILLWORK. 9. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED ON THE DRAWINGS OR NOT. ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY LICENSED AND INSURED AS REQUIRED BY LAW BEFORE PERFORMING ANY WORK ON THE PROJECT. 10. ALL BATHROOM FLOORS AND BASES SHALL CONSIST OF APPROVED IMPERVIOUS MATERIALS. 11. ALL AIR CONDITIONING REGISTERS AND GRILLS TO BE MFR. PAINTED STANDARD WHITE. 12. USE'Y BEAD OR METAL CORNER BEAD AT ALL LOCATIONS WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 13. ALL GYPSUM BOARD MATERIALS SHALL BE IN ACCORDANCE WITH 2O17 FBC RESIDENTIAL R702.3. GYPSUM BOARD USED AT HANGAR 1 HR. FIRE BARRIER WALL SHALL BE 5/8" TYPE'X' BOTH SIDES OF WALL W/ STUDS AT 16" O.C., SEE PLANS AND WALL SECTIONS FOR DETAILS. 14. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC. SO BUILDING IS CLEAN AND READY FOR OCCUPANCY. 15. WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY ACTUAL AND ROUGH OPENING DIMENSIONS IN FIELD BEFORE FRAMING OR FORMING OPENINGS. 16. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE OWNER UPON COMPLETION OF THE CONSTRUCTION. 17. CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL TRADES INVOLVED. 18. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. ACTUAL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. 19. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, CONDITIONS AT JOBSITES, & EXISITNG CONDITIONS ETC. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF ANY WORK. 20. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 21. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. A. DOORS. B. HARDWARE. C. PLUMBING FIXTURES. D. ELECTRICAL FIXTURES & EQUIPMENT. E. HVAC EQUIPMENT. F. CABINETRY. G. FLOORING. 22. ENERGY CODE CALCULATIONS WITH MANUAL "1" FORM SHALL BE REQUIRED PRIOR TO PERMITTING. FOR JOISTS RUNNING PARALLEL TO WALLS, PROVIDE MR. STUDS LATERAL 3-S/8" MTL JOIST BRACES @ 16' O.C. BETWEEN 25 GA. @ 16" O.C. JOISTS FOR TOP WALL SUPPORT. SEESC_HED. r CEILING HT. 0'-0" 'r FIN. FLOOR 3 1/2" (R-11) BATT INSUL. TYP. THROUGHOUT CEILING 5/8" DRYWALL, PAINTED 'KNOCK -DOWN' FINISH, TYP. 25 GA. TOP TRACK 3-5/8" MTL. STUDS 16" O.C., 25 GA. 1/2" GYP. BD. BOTH SIDES, LIGHT ORANGE PEEL TEXT. PAINTED, TYP. SEE FINISH SCHEDULE PROVIDE R-11 3-1/2" BATT INS. ALL WALLS, FULL HEIGHT. 25 GA. BOTTOM TRACK BASE PER FINISH SCHEDULE. FLOOR PER FINISH SCHEDULE. TYP. INTERIOR NON -BEARING METAL STUD WALL SECTION A-1 SCALE. 1" = P-W GENERAL FINISH NOTES 1. CLOSET STORAGE SHELVING BY OWNER. 2. WOOD BASE SHALL BE 6" H., FINGER JOINT, PAINT GRADE PROFILE SELECTED BY OWNER. 3. WOOD DOOR CASINGS SHALL BE 3 1/2" WIDE, FINGER JOINT, PAINT GRADE, PROFILE SELECTED BY OWNER. 4. PAINT INTERIOR WALLS WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX FINISH. 5. PAINT INTERIOR TRIM WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX SEMI -GLOSS PAINT. 6. ALL CEILINGS SHALL RECEIVE 'KNOCK -DOWN' TEXTURED FINISH. 7. ALL WALLS SHALL RECEIVE LIGHT'ORANGE PEEL' TEXTURED FINISH. 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR 1. WALL SYSTEM SEE PLANS & U.L. LISTING EXACT CONSTRUCTION. FOR EXACT CONSTRUCTION. EXACT CONSTRUCTION. EXACT CONSTRUCTION. 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING 2. FLEXIBLE METAL (STEEL OR ALUMINUM) 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING FOR ALLOWABLE MATERIALS & MAX. SIZES, CONDUIT UP TO 4"0 PER U.L. LISTING. FOR ALLOWABLE MATERIALS & MAX. SIZES. FOR ALLOWABLE MATERIALS & MAX. SIZES, 3. CAULKING/SEALANT: 3M COMPANY CP 25WB+ 3. CAULKING: 3M COMPANY CP 25WB+ 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, OR FB-3000 WT, INSTALL PER MANUFACTURER'S INSTALL PER MANUFACTURER'S IC 15WB, FB-3000 WT, OR MP+ STIX. INSTALL PER IC 15WB, FB-3000 WT, OR MP+ STIX. INSTALL PER INSTRUCTIONS AND PER U.L. LISTING. INSTRUCTIONS AND PER U.L. LISTING. MFR'S. INSTRUCTIONS AND PER U.L. LISTING. MFR'S. INSTRUCTIONS AND PER U.L. LISTING. 4. FIRESTOP DEVICE/COLLAR: 3M COMPANY PPD 150, PPD 200, PPD 300, OR PPD 400, INSTALL PER MFR'S. INSTRUCTIONS AND PER U.L. LISTING. W-L-1001 W-L-1017 W-L-2088 W-L-2002 FOR USE WITH METALLIC CONDUIT OR TUBING, FOR USE WITH FLEXIBLE STEEL OR FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR UP TO 6" 0 OR LARGER PER MAT'L. AS PER LISTING. ALUMINUM CONDUIT UP TO 4"0, TUBING, OF VARYING MAT'L. & SIZES PER U.L. LISTING. TUBING, OF VARYING MAT'L. & SIZES PER U.L. LISTING. MATERIALS INCLUDE: PVC, CPVC, ENT, OR ABS. MATERIALS INCLUDE: PVC, CPVC, ENT, OR ABS. NOTES: 1. THROUGH -BARRIER PENETRATIONS SHALL COMPLY 2014 FBC 714.3.1, FBC-R 302.4.1, UL 1479, & UL 263. 2. THESE ARE GENERAL DETAILS REFER TO U.L. LISTING SYSTEM FOR ALL OPTIONS AND EXACT DETAILS & REQUIREMENTS. 3. ALTERNATE METHODS/SYSTEMS SHALL BE ACCEPTABLE, ALTERNATE METHODS/U.L. LISTINGS SHALL BE SUBMITTED & MADE AVAILABLE AT TIME OF INSPECTION. /'71 TYPICAL 1-HOUR FIRE BARRIER PENETRATION DETAILS N.T.S. BUILDING AREA S.F. BREAKDOWN EXISTING BUILDING AREA: HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 9S9 S.F. COVERED PORCH: 410 S.F. PROPOSED BUILDING AREA: CONDITIONED 2nd FLOOR OFFICE: 448 S.F. UNCONDITIONED MECH. AREA 60 S.F. EXISTING TOTAL GROSS AREA: 4,010 S.F PROPOSED TOTAL GROSS AREA: 4,518 S.F 20'-0" /0 K ROOM FINIBASE SCHEDULEALLS ROOM NAME ROOMING FLOOR VSH Cl HT. REMARKS W w H w w Z Z Z 0 J r m O O Y Z H z z o o a g a z g a o o a o m O 0 ^ J 0 r O u Z ~ ~ w a u O o n- W O O Z_ O O O z O Z O N W c i7 ]L 201 OFFICE • •L 1 1 1 1 • VARIES 202 CLOSET • • 1 1 1 1 • VARIES 203 BATHROOM • • 2 2 2 2 • 10'-0" 204 TUB 3 3 3 • 10'-0" CEMENT BOARD @TUB WALL FINISH NOTES: 1. TYPICAL DRYWALL, LIGHT 'ORANGE PEEL' TEXTURE, PAINTED. 2. MOISTURE RESISTANT DRYWALL, LT. 'ORANGE PEEL' TEXTURE, PAINTED. 3. TUB/SHOWER: FULL HEIGHT TILE OVER 112" CEMENT BACKER BOARD. 4. EXPOSED METAL BUILDING. DOOR SCHEDULE ROOM NAME _j SIZE HARDWARE REMARKS co oC oc v a H Wa OJ 00 � O _ as Q vini W I- W } O o v x `I'" w W ~ N J c L Z rn oC ¢ W a = Qhe L W LA H O N LIJ W Z J W 00 00 w = Ln 'a O OJ O w z v u m 00 p kn O 2 = :5 0 = Iw a a V t� a I H � 2 Y V w LL 1 BATHROOM 203 A MA 26 8° 1-3/8" • • WD POCKET DOOR 2 CLOSET202 B MA 2b 70 1-3/8"1 1 • 1 WD 3 CLOSET 202/MECH. 6° 1-3/8"• WD DOOR MATERIAL LEGEND HM = HOLLOW METAL STL = STEEL AL = ALUMINUM FI = FIBERGLASS A = VINYL/PVC WD = WOOD MA = MASONITE GL = GLASS SEE SCHEDULE I I 0 �- _ J I w I i SEE SCHEDULE SEE SCHEDULE w 0 w x u SOLID CORE MASONITE SOLID CORE MASONITE SOLID CORE TRIMMABLE POCKET DOOR/FRAME, FLUSH, PRE-HUNG/SWING, FLUSH, PRE-HUNG/SWING, FLUSH, WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE O O O DOOR TYPES PROPOSED 2nd FLOOR OFFICE AREA C N.T.S WOOD CASINGS, TYP. CONFIRM MATERIAL & CAULK PROFILES W/ OWNER. SHIMS 5/8" GYP. BD. BOTH SIDES, PAINTED. PRE -HUNG _ WOOD JAMB CAULK WOOD STOP lilll CAULKS - 3-5/8" X 25 GA. METAL OR DOOR R.O. 2X4 WD STUDS @ 16" O.C. VERIFY W/ MFR. 2 X 4 WOOD BLOCKING PROVIDE 5" DOOR RETURNS WHERE POSSIBLE TYP., 4" MIN. REQUIRED. /'71 INTERIOR DOORJAMB A-1 REV�r"' - pL�Pr'"' Good coMcoUN-�Y 51. �OBocK I Z) SCALE., 1/4" = Y-0" I R7 SCALE. 3" = P-O" . 0 REVISIONS: 2 No: DATE COMMENTS 0 a 0 Z w F- U w F I U Q Z W Q cc z Job Number: Drawn By: Date: i � F 00 0 z0� LL F V Lke N_ LLJ "I V WO 1 F- 5 D J7 �F Ow a; U cjc 0 Lill c LL Q �0 t� cic 0 4 } a O OO V,0 � �0 z0 Q �w W n1 m J w O 0 `t 00 W 000 N F co � c u) I u J i a 0 U vi .) I Q 00 O 0 Zn, 0 MU 0) -° Z L - a�� If CD 0 -�w 00 N �I U Q \O Q rY�K W J`- a O LL cj� '" 0 O c0 } 0 !K F W � a w 0 LL- a � w I H rs5 04-24-19 Sheet Number Z A-1 0 I 16'-0" TO 23'-6" RAKE VARIES �10'-O" T/ EXIST. DECK �EILING 0_ 0„ � FINISH FLOOR _ 16-0" TO 23'-66"" RAKE VARIES r 14'-1 1/2" MTL. BLDG. DOOR HEADER r -0'-4" LOW POINT OF HANGAR `r 1 BUILDING SECTION - LOOKING NORTH A-2 SCALE: 3/8" = 1'-0" n BUILDING SECTION - LOOKING WEST _ 16-0�" LOW EAVE r 11'-4" T/ 2nd TLOOR DEC 9'-4" CEILING 0'-00"" FINISH FLOOR r SCALE: 3/8" = 1'-0" 0 w F REVISIONS: No: DATE COMMENTS 0 a 0 Z w D H U w F I U Q Q N0 tY p 1*o (41#1 V°J �N O Z LAZ0 I I •0 °°LAj ��� V C)cF pW u O � Q ° Qc cc�LL �cc0 cy � � Q O p Ooa � OC��;0 0 w 0 LLJ Cc a Ccc Q L Lu Z LLA m M� cic Lf)Q I V) w O Oo IY � 00 w 000 1.0 I OL F v)Ln awe'. Q 00 Q � N �W E F c N LI ` u } u J o_ O a 0 p Z O 00 �a Q N W Y d a9 i LA 0 O Z rn co u • U 0) c O Z 0- LU > Q ti ' �O U CD �— 3 W — 0000 Y F N J U CQ W w LL �� O LL W o F QOn i `V- ULu a �W 0 u_ 0 a w Jab Number. F Drawn By: rss vi Date: 04-24-19 ID Sheet Number Z A-2 Ul U9U� 16' -0" TO 23'-6" _ RAKE VARIES EXIST. ENDWALL RAFTER, PER MTL. BLDG. MFR. EXIST, 4" (R-13) WHITE — VINYL -FACED INSUL. TYP. AT ROOF & EXTERIOR WALLS. EXIST. ENDWALL COLUMN, BYPASS CONDITION. t�10'-0 3/4" T/NEW PLYWOO f 10EXIS'-0-0" T� / T. PLYWOOD �B/ EXIST JOIST EXIST. 26 GA. MTL. 'PE WALL PANEL. EXIST.8" STEEL GIRTS *FINISH FLOOR GRAI)E GA. TOP TRACK 10'-0" (20'-0 3/ EILIN CG HT. 26 GA. MTL.'PBR' ROOF — PANEL ON ROOF PURLINS. EXIST. 4" (R-13) WHITE — VINYL -FACED INSUL. TYP. AT ROOF & EXTERIOR WALLS. EXIST. 8" STEEL ROOF PURLINS 3-5/8" MTL. JOIST 25 GA. @ 16" O.C. 3 1/2" (R-11) BATT INSUL. TYP THROUGHOUT CEILING 5/8" DRYWALL, PAINTED CONFIRM FINISH W/ OWNER. P&IrcynmEel a117CM9 \ PROVIDE R-11 3-1/2" PROVIDE R-11 3-1/2" BATT INS. ALL WALLS, BATT INS. ALL WALLS, FULL HEIGHT. FULL HEIGHT. 1/2" GYP. BD. THIS 1/2" GYP. BD. THIS SIDE ONLY, CONFIRM SIDE ONLY, CONFIRM FINISH W/ OWNER. FINISH W/ OWNER. 3-5/8" MTL. STUDS \ O 3-5/8" MTL. STUDS 16" O.C., 25 GA. \ o NEW OFFICE G9, 16" O.C., 25 GA. Fo G� G0 GO / 25 GA. BOTTOM TRACK / ON EXIST. KNEE WALL. / / / ADD (1) LAYER 3/4" T&G PLYWOOD, J / OVER EXISTING LAYER W/ 3 STAGGERED JOINTS. GLUE & SCREW 25 GA. BOTTOM TRACK W/ #12 X 1 1/2" WOOD SCREWS FLOORING PERFINISH SCHEDULE. v Z / @ 12" O.C. THROUGHOUT. F BASE`PER FINISH EXIST. (1) LAYER 3/4" T&G BASE PER FINISH SCHEDULE. PLYWOOD DECK TO REMAIN. SCHEDULE, x EXIST. 2X12 WOOD RAFTERS � EXIST. DBL. 2X4 TOP PLATE @ 16" O.C. EXIST. DBL. 2X4 TOP PLATE EXIST. 6" (R-19) BATT. INSUL TYP. AT ALL 1st FLOOR CEILINGS. EXIST. 5/8" DRYWALL CEILING. \ EXIST. WOOD BEARING WALL, EXIST. WOOD BEARING WALL, \ 2X4 WOOD STUDS @ 16" O.C. 0TIN2X4 WOOD STUDS @ 16" O.C. \ En MASTERSBEDROOM HALL \\ / EXIST. 4" (R-13) WHITE VINYL -FACED / VRR PLUS INSULATION. TYP. AT / ALL EXT. METAL BLDG. WALLS. / / / / / EXIST. 2X4 P.T. BOT. PLATE EXIST. 2X4 P.T. BOT. PLATE / / x;-x�z°—x. 0/------- �° 0/0/ a / / 4_ T_0 ° / "a / VARIES SEE SHEE�T'A-4' CEILING HT. r EXISTING OPEN CEILING AREA EXIST. 25 GA. TOP TRACK EXIST. 3-5/8" X 25 GA. MTL STUDS @ 16" O.C. EXIST. 5/8" GYP. BD. THIS SIDE ONLY. EXIST. 25 GA. BOT. TRACK EXIST. DBL. 2X4 TOP PLATE EXIST. DBL. 2X8 WD HEADER. EXISTING GREAT ROOM a a —x.—z—�x—x—x—z—>P�--Fx-�x m z—x—x—x=x—x-�-a—k�x--max —\ \4 .I 1 0 W REVISIONS: No: DATE COMMENTS 0 a 0 U z W U W H I U K Q Q Lu 1 ` O 000 O d' 0 �J< O ZV LLN —W V V� MAINFRAME RAFTER Q � :D '0 �� Lu cI► 3 V ac z zzpW O '. a D U 0 00crft Q o °crcc�LL cc0 Qz o �U Ln V �0 Lj w 12'0" CEILING6. cC �'L'yAAIll M� LU a L 1� ^ Q I Ul W V00 00 W 0000 N I 7C) Cr Ln F Q 0p # W c Lf) I HEADER r } 0 0 " Ul U Z O W d -! m A V) 0 O 0 m0 z MU a) -0z U c `0 j a: LU ' o oU 3:W 0000 Y F m mI (V J U Q o 2 W Q W I- O LL O! °C 0 V 0 mar FINISH FLOOR \NJ W w 0 LL a W Job Number: I F Drawn By: ass In Date: 04-24-19 0 Sheet Number z SECTION - LOOKING NORTH A-3 0 SCALE: 3/4" = 1'-0" 16' _0" EXIST. L/ EAVE +10'-0 3/4" �' T/NEW PLYWOO �t 100'-0" T� / EXIST. PLYWOOD #910.1 B/ EXIST. JOIST EXIST. 26 GA. MTL.'PBR' WALL PANEL. EXIST. 8" STEEL G I RTS - 0'-01, Igo ----- EXIST. FIN—ISH FLOOR a e a � 26 GA. MTL.'PBR' ROOF — PANEL ON ROOF PURLINS. EXIST.4" (R-13) WHITE VINYL -FACED INSUL. TYP. AT ROOF &EXTERIOR WALLS. EXIST. 8" STEEL ROOF PURLINS MECH. AREA NEW CLOSET PROVIDE R-11 3-1/2" BATT INS. ALL WALLS, FULL HEIGHT. 1/2" GYP. BD. BOTH SIDES, CONFIRM FINISH W/ OWNER. 3-5/8" MTL. STUDS 16" O.C., 25 GA. GA. BOTTOM TRACK BASE PER FINISH rFLOORING PER SCHEDULE. I FINISH SCHEDULE. EXISTING MASTER BEDROOM �b%'X—"X.—% ..%—X X—X=%=% _..X'%'—X° % Af—X LOW EAVE WALL SECTION AT LIVING AREA ST I VI-5/8" 2 5GA @ 16"L. O .C.8'-13/4_" �, 25 GA. @ 16" O.C.CEILING HT. r3 1/2" (R-11) BATT INSUL. TYP. THROUGHOUT CEILING DRYWALL, PAINTED —25 GA. TOP TRACK CONFIRM FINISH W/ OWNER. PROVIDE R-11 3-1/2" BATT INS. ALL WALLS, FULL HEIGHT. 1/2" GYP. BD. BOTH SIDES, CONFIRM FINISH W/ OWNER. 3-5/8" MTL. STUDS 16" O.C., 25 GA. NEW OFFICE ADD (1) LAYER 3/4" T&G PLYWOOD, - OVER EXISTING LAYER W/ STAGGERED JOINTS. GLUE & SCREW 25 GA. BOTTOM TRACK W/ #12 X 1 1/2" WOOD SCREWS @ 12" O.C. THROUGHOUT. BASE PER FINISH r FLOORING PER EXIST. (1) LAYER 3/4" T&G SCHEDULE. 1 FINISH SCHEDULE. PLYWOOD DECK TO REMAIN. EXIST. 0.C. WOOD RAFTERS @ 16" O.C. EXIST. 6" (R-19) BATT. INSUL. TYP. AT ALL 1st FLOOR CEILINGS. EXIST. 5/8" DRYWALL CEILING. EXIST. CLOSET 25 GA. TOP TRACK PROVIDE R-11 3-1/� BATT INS. ALL WALI FULL HEIGHT. 1/2" GYP. BD. BOTH SIDES, CONFIRM FINISH W/ OWNER. 3-5/8" MTL. STUDS 16" O.C., 25 GA. BASE PER FINISH SCHEDULE. 25 GA. TOP TRACK 3-5/8" MTL. JOIST 25 GA. @ 16" O.C. 3 1/2" (R-11) BATT INSUL. TYP THROUGHOUT CEILING 5/8" DRYWALL, PAINTED CONFIRM FINISH W/ OWNER. NEW BATHROOM PROVIDE R-11 3-1/2"- BATT INS. ALL WALLS, FULL HEIGHT. 1/2" GYP. BD. THIS — SIDE ONLY, CONFIRM FINISH W/ OWNER. 3-5/8" MTL. STUDS- 16" O.C., 25 GA. 25 GA. BOTTOM TRACK FLOORING PER BASE PER FINISH FINISH SCHEDULE. SCHEDULE. EXIST. 2X12 WOOD RAFTERS @ 16" O.C. EXIST. 6" (R-19) BATT. INSUL. TYP. AT ALL 1st FLOOR CEILINGS. EXIST. 5/8" DRYWALL CEILING. EXISTING BATH ROOM a a m �_ 'sue .-< —%'—%. X.. %-la�X.°—%4�%'�%.—%—X'. % %�° X. al -�i(d .. X—X.—X %�—di��%—%T%'�--if%�ie._X"�X �_X _X r'%_..i!''_^%. a= X .%�iJ �X'—.i[�%�% % 4 — - —a0 X I 0. w F REVISIONS: No: DATE COMMENTS 0 a 0 U z W 7 U w 2 U Li Q cc000 Za, LL OIt Lj� M_ 10'-0" (20'-0 3/4_") CEILING HT. r 1� VLL N O U Woo 4r! U 11I _ zj �JQ ca W f «Q F� 3 V oc pW 7 U o pr Q o °�U. ��L c 1-HOUR RATING MIN. ^ U PER UL NO. U419. ^i 4 } EXIST. 3-5/8" X 20 GA. MTL. V Q STUDS @ 16" O.C. 4 • () U EXIST. 5/8" TYPE'X' DRYWALL, (�+ o O BOTH SIDES, PAINTED. O �w O � �o 411A- z LjjQ LlLU m M� a LLzi T t 10'-0 3/4" 0 T/ NEW PLYWOOD r w t1�0'-0" O 00 i� T/ EXIST. PLYWOOD `r � 00 I O N H B/ EXIST JOIST r Q Lono Q * 'w L_ " u U a C3 0 L- 0 Z 0 Q O N w F L N 0 0 Z MO ' -0Z W 'L 1-HOUR RATING MIN. �. U te, O w PER UL NO. U419. aLL Y EXIST. 5/8" TYPE'X' DRYWALL, - W BOTH SIDES, PAINTED. — 00 F J T N U Q 0 L w W Q td LL O LL ��0 0 o'o" ¢� FINISH FLOOR 'r w LU a W 0 LL I iL LU Job Number: F Drawn By: rss In Date: 04-24-19 0 Sheet Number z A-4 0 SCALE: 3/4" - 1'-0" I � — A/C GENERAL NOTES 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, & EQUIPMENT TO INSTALL COMPLETE AND OPERATING HVAC SYSTEMS. 2. THE MECHANICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS. 3. THE MECHANICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AS SHOWN ON THE SCHEDULES OR ON THE DRAWINGS, OR APPROVED SUBSTITUTE. 4. THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF WORK ACCEPTANCE, EXCEPT THE COMPRESSORS WHICH SHALL HAVE A MINIMUM FIVE (5) YEAR GUARANTEE. EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES (UL) APPROVED. 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, AND CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ALL SWITCHES AND POWER/CONTROL WIRING. 6. INSTALLATION SHALL BE IN COMPLIANCE WITH THE LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES, INCLUDING FBC-MECHANICAL/RESIDENTIAL, 2010 EDITION. 7. INDICATED DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 8. EACH BRANCH TAKE -OFF AND EACH SUPPLY AIR REGISTER (SR) SHALL HAVE AN EXTRACTOR WITH LOCKING OPERATOR. RECTANGULAR ELBOW OF 45 DEGREES & LARGER SHALL HAVE DOUBLE THICKNESS TURNING VANES. 9. ALL RECTANGULAR DUCTWORK SHALL BE FABRICATED FROM 1-1/2 INCH (R-6) JOHNS-MANVILLE J-M MICRO AIRE SD/MF FIBERGLASS DUCT BOARD & INSTALLED PER RECOMMENDATIONS OF THE MANUFACTURER & SMACNA. 10. ALL RETURN FLEXIBLE DUCTS SHALL BE THE SAME TYPE AS THE SUPPLY FLEXIBLE DUCTS WITHOUT DAMPER EXTRACTORS. 11. PLACE CONDENSING UNITS (CU) ON FOUR (4) INCH CONCRETE SLABS AS SHOWN ON DRAWINGS. PROVIDE ONE-HALF (1/2) INCH NEOPRENE VIBRATION ISOLATORS UNDER CONDENSING UNITS. 12. PROGRAMMABLE THERMOSTATS FOR HVAC UNITS SHALL HAVE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHES AND SHALL BE APPROVED BY EQUIPMENT MFR. 13. REFRIGERANT PIPES SHALL BE TYPE " L" COPPER WITH WROUGHT COPPER OR WROUGHT BRASS FITTINGS AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 14. WRAP EACH SET OF LIQUID & SUCTION PIPES IN ONE-HALF (1/2) INCH ARMAFLEX. 15. CONDENSATE DRAIN PIPES SHALL BE 3/4" PVC (SCHEDULE 40) WITH TRAPS, TERMINATED W/ P-TRAPS OUTSIDE BUILDING EXTERIOR. VERIFY IN FIELD. 16. PROVIDE EMERGENCY DRAIN PAN UNDER AIR HANDLING UNIT. 17. EACH EMERGENCY CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) AND HAVE A FLOAT SWITCH. 18. THE MECHANICAL CONTRACTOR SHALL TEST AND BALANCE THE SYSTEM TO THE AIR FLOWS AS SHOWN ON THE PLAN. BALANCE AIR FLOWS WITHIN FIVE (5) PERCENT OF THE DESIGN VALUES. 19. AIR HANDLERS TO HAVE ELECTRIC HEAT, PER SCHEDULE. 20. CONDENSATE LINES SHALL BE INSTALLED BY THE HVAC CONTRACTOR. 21. PROVIDE ALL NECESSARY LABOR AND MATERIALS REQUIRED TO INSTALL HVAC EQUIPMENT, DUCTWORK, DAMPERS, THERMOSTATS, CONTROL WIRING AND CONDUIT, AND RELATED APPURTENANCES. 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE AND LOCAL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY ALL FEES ASSOCIATED WITH SAME, 23. ALL MATERIALS SHALL BE NEW, UNUSED AND FREE FROM DEFECTS. 24. ALL DUCT SIZES GIVEN ARE FREE AREA DIMENSIONS. WHERE DUCTS ARE CONSTRUCTED OF FIBERGLASS MATERIAL, ALLOWANCE MUST BE ADDED TO SIZE GIVEN TO DETERMINE OVERALL DIMENSIONS OF DUCT. 25. SPIN IN COLLARS FOR FLEXIBLE DUCT SHALL BE OF THE DAMPER/EXTRACTOR TYPE MODEL FDESC AS MANUFACTURED BY CLEVAFLEX. FLEXIBLE DUCT SHALL BE CONNECTED TO THE SPIN COLLAR AND DIFFUSER NECK WITH PLASTIC BANDS. ALL CONNECTIONS SHALL BE TAPED WITH A TAPE APPROVED BY THE FLEXIBLE DUCT MANUFACTURER AND VAPOR SEALED WITH MASTIC. 26. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING, INCLUDING CONDUIT, FOR MECHANICAL DEVICES, THERMOSTAT, ETC. 27. HVAC DUCT ROUTING IS DIAGRAMMATIC ONLY. FIELD VERIFY MOST EFFICIENT ROUTING WHILE COORDINATING AROUND STRUCTURAL ELEMENTS AND MAXIMIZING CEILING HEIGHTS. BAND) II - EXTRACTOR ---/ '-QUADRANT SPIN -COLLAR LOCK TYPE W/ DAMPER OPERATOR FLEX DUCT INSTALLATION DETAIL N.T.S. EXIST. EQUIPMENT SCHEDULE I UNIT NUMBER AHU-1 / CU-1 AIR HANDLING UNIT TRANE MODEL TAM9A0B30V31DAA DIMENSIONS 21" X 21" X 55" ELEC. HEAT STRIP 5.0 KW HEATING - BTUH 16,400 VOLT/PHASE/AMP 230/1/60 CONDENSING UNIT TRANE MODEL 4TTX8024A1000BA DIMENSIONS 37" X 34" X 41" COOLING - BTUH 24,000 SENSIBLE 16,800 VOLT/PHASE/AMP 230/1/30 SEER 18.0 TOTAL SUPPLY CFM 800 EXHAUST FAN SCHEDULE MARK MAKE/MODEL CFM V / O / A EF-1 BATH CEILING EXHAUST FAN 110 120/1/1.3 BROAN DELUX NO. 676 OR APPROVED SUBSTITUTE. BUILDING AREA S.F. BREAKDOWN EXISTING BUILDING AREA: HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. COVERED PORCH: 410 S.F. PROPOSED BUILDING AREA: CONDITIONED 2nd FLOOR OFFICE: 448 S.F. UNCONDITIONED MECH. AREA 60 S.F. EXISTING TOTAL GROSS AREA: 4,010 S.F. PROPOSED TOTAL GROSS AREA: 4,518 S.F. a- o THIS MECHANICAL PLAN IS INTENDED TO INDICATE O THE REQUIREMENTS OF THE OWNER. THE DETAILS LU OF THE MECHANICAL SYSTEM SHALL BE DETERMINED Q BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS a DESIGN IS ALLOWED BY CHAPTER 471 FOR c� MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS O T OR ACCOMMODATES 100 OR FEWER PERSONS. U THERE ARE NO 1st FLOOR MODIFICATIONS REQUIRED TO THE EXISTING SYSTEM. EXISTING 1st FLOOR AIR CONDITIONING PLAN W/HOOD &INSECT SCREEN COLUMN, VERIFY IN FIELD & INCREASE IN METAL WALL PANEL. 4" DIMENSION TO MAXIMUM AS I EXISTING SPACE WILL ALLOW. A B D PROPOSED 2nd FLOOR AIR CONDITIONING PLAN _ s a LEGEND OT THERMOSTAT Z RETURN AIR GRILLE X SUPPLY AIR GRILLE A a@ EXISTING DUCTWORK NEW DUCTWORK IMPORTANT: HOLD NEW 8X12 DUCT & CONNECTION TO EXIST. AS FAR WEST & TIGHT UP AGAINST EXIST. DUCTS TO AVOID ENCROACHING DOOR JAMB / CLEAR AREA. NEW 8X12 SUPPLY -AIR DUCT TO CONNECT TO EXIST. MAIN SUPPLY DUCT AS SHOWN, THEN TURN AND ROUTE VERTICAL TO RUN WEST AND THEN NORTH HORIZONTALLY ABOVE EXISTING 1st FLOOR DUCTWORK. FA 11 F � DO�0 (► o LL Lift Mo V LJL.N O - �'0 i I 0 '0 ca W > V z � pW u Qc O Q ° ccU. a L 0 po L*lV �o a aC L z W Mm J Lu O eo 1�4_ e000 t.0 uJ 00 N I � F Q Ln 006 ti QF c Ln I U d } -I,- 0 r VI O Z Q Q C) LU LU N to O tf V c1 O Z m0 -aU U O • j LL LU O =) O � W 00 f- N J U U Lu w f- i n,O LL OP1 Lau LL a w Job Number: Drawn By: rss VI Date: 04-24-19 0 Sheet Number Z M-1 0 a ELECTRICAL GENERAL NOTES 1. THE SCOPE OF WORK SHALL CONSIST PRIMARILY OF THE FOLLOWING: A. PROVIDE AND INSTALL LIGHTING FIXTURES, RECEPTALCES AND ALL CONNECTIONS FOR EQUIPMENT FOR RESIDENCE. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BEINCLUDED. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY OF LAKE WORTH BUILDING CODES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OWNER. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES. INCLUDING THE POWER, TELEPHONE AND CABLE TV COMPANIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL -BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. 7. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 250. THE GROUNDING SYSTEM SHALL NOT EXCEED A 48 HOUR DRY RESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 8. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 9. ALL EQUIPMENT SHALL BE NEW AND UNUSED AND UL LISTED. 10. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: PANELBOARDS, LIGHTING ASSEMBLIES, PULL BOXES, DISCONNECT SWITCHES, CONDUIT AND WIRE, CIRCUIT BREAKERS AND EQUIPMENT ENCLOSURES. 11. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER. 12. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 13. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 14. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 15. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE BLUE "SMURF" FLEXIBLE TUBING (U.O.N.). 16. COLORED TAPE SHALL BE PLACED ON TOP OF AND ALONG THE ENTIRE LENGTH OF ALL UNDERGROUND CONDUITS ACCORDING TO THE FOLLOWING SCHEDULE: POWER: RED ALL OTHER CONDUITS: GREEN 17. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH. 18. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD AND TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET. 19. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS. 20. ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. 21. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OF PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL -BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 22. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 23. ALL DISTRIBUTION EQUIPMENT SHALL HAVE AIC RATINGS TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE PROJECT. COMPLY NEC 110-9 & 110-10. 24. IT IS NOT THE INTENT OF THESE PLANS TO SHOW MINOR DETAIL AT CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE IN PRIOR WORKING ORDER. 25. ALL HOME RUNS OF 100 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10. 26. ALL HOME RUNS OF 200 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #8. 27. PROVIDE RECEPTACLES THAT MATCH THE EQUIPMENT PLUGS. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 28. LOAD DATA IS BASED ON INFORMATION GIVEN AT THE TIME OF DESIGN. VERIFY SIZE, CONDUCTOR, PROTECTION DEVICES, ETC. REQUIREMENTS OF ALL EQUIPMENT PRIOR TO ORDERING OR INSTALLATION. 29. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/ CONTROUCOMMUNICATIONS WIRES, DISCONNECT SWITCHES AND OVER -CURRENT PROTECTIVE DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUITS, WIRES, SWITCHES AND J-BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC. ALL FUSES AND BREAKERS SHALL BE SIZED AS REQUIRED BY THE EQUIPMENT MANUFACTURER. IF EQUIPMENT IS DIFFERENT FROM THAT SPECIFIED. CONTRACTOR SHALL MAKE THESE CHANGES AT NO ADDITIONAL COST TO THE OWNER. 30. PROVIDE ARC -FAULT INTERRUPTER PROTECTION & TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE. 31. PROVIDE ARC -FAULT INTERRUPTER PROTECTION TO ALL BEDROOM CEILING FANS & SMOKE DETECTORS. 32. PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS. 33. VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY INSTALLATION OWNER SHALL DIRECT LOCATION ON ALL SPECIAL RECEPTACLES & WIRING. 34. PROVIDE WHOLE HOUSE SECURITY SYSTEM - VERIFY W/ OWNER. BID NOTES: THE ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK SHOWN ON THE ELECTRICAL PLANS MEETS OR EXCEEDS ALL CODES. BRING ANY CONFLICTS TO THE GENERAL CONTRACTOR'S ATTENTION PRIOR TO BIDDING. ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL PLANS TO ENSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. NOTIFY THE GENERAL CONTRACTOR OF INTENT TO EXCLUDE ANY ITEMS PRIOR TO BIDDING. ELECTRICAL CONTRACTOR IS ADVISED TO FIELD VERIFY EXISITING CONDITIONS PRIOR TO BIDDING. EVERYTHING REQUIRED TO MEET FIELD & PROJECT REQUIREMENTS SHALL BE INCLUDED IN BID. COMMENCEMENT OF WORK, IS EVIDENCE SUCH VERIFICATION HAS BEEN MADE. ANY FUTURE CLAIMS FOR ADDITONAL MATERIAL/LABOR DUE TO EXISTING CONDITIONS WILL NOT BE APPROVED. COMMUNICATION NOTES: 1. CABLE-COMCAST SERVICE AND CONNECTION BY OWNER. 2. PHONE BOXES & WIRING SHALL BE INCLUDED IN ELECTRICAL CONTRACTOR'S PRICE. PHONE SYSTEM CONNECTION OF SERVICE & PHONE LINE TO HOUSE BY OWNER. 3. NO SPEAKER, INTERCOM, OR (CCTV) SECURITY CAMERA SYSTEMS INCLUDED. 4. PROVIDE STRUCTURAL WIRING SYSTEM FOR CABLE & PHONE HOME RUN FOR EACH SEPARATE ROOM. INCLUDE RECEPTACLE FOR AMPLIFIER INSIDE BOX. LOCATE IN HANGAR AS SHOWN. FIELD VERIFY LOCATION W/ OWNER. A I IFF FLOOD LIGHTS (REAR) HABITABLE ROOM LIGHTING REQUIREMENT: ` PER 2014 FBC R303.1 & R303.1.2. 1. EACH HABITABLE ROOM SHALL HAVE A AGGREGATE GLAZING AREA AT A MIN. OF 8% OF THE FLOOR AREA OF THE ROOM. 2. GLAZING NOT REQ'D. IF ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE OF 6 FOOTCANDLES (65 LUX) AT 30" ABOVE THE FLOOR. IMPORTANT NOTES: 1. MIN. #12 WIRE OR LARGER, NO EXCEPTION. 2. ALL BREAKERS SHALL BE MIN. 20 AMP. 3. ALL RECEPTACLES SHALL BE AFCI, TYP. SEE NOTE. (EXCEPT FOR GFI RECEPT.) 4. SWITCHES SHALL BE DECORA TYPE. 5. KITCHEN RECEPT. TO BE DECORA TYPE. 6. SWITCHES & RECEP. TO BE WHITE U.N.O. 7. MOUNT RECEPTACLES @ 18" A.F.F. U.N.O. 8. ALL RECEPTACLES TO BE TAMPER -PROOF. AFCI NOTE: ALL 120 V, SINGLE PHASE, 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC. ROOMS, OR SIMILAR ROOMS/AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTE COMBINATION -TYPE, INSTALLED TO PROVIDE OF THE BRANCH CIRCUIT (NEC 210-12(B)). 1. ALL ELECTRICAL FIXTURES, RECEPTAJREQ'D. & SWITHCES SHALL BE ALIGNED, CEN AND/OR SYMMETRICAL WHERE PO 2. PROVIDE OFFSETS FROM WALLS ASTO ALLOW FOR CROWN MOULDIN3. COORDINATE W/ OWNER, A/C CONTRA& CONTRACTOR FOR ALL LOCATIO4. CONFIRM ALL DIMMER SWITCH LOCA W/ OWNER. 3. ELECTRICIAN SHALL CONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE ALL ELECTRICAL WORK TO COMPLY WITH MIN. REQ'S. ARE MET OR EXCEEDED. THE LATEST NATIONAL ELECTRIC CODE. HANGAR - - -- -- - __ DOOR MOTOR o- \ 48"GFI I IKITCHEN COUNTER/ DISPOSAL SMALL APPLIANCE RECEPTACLE WPGFI 48"GFI I I I I 48"GFI I I FLOOD LIGHTS (REAR) CENTER LED VANITY MIRRORS/LIGHTS OVER SINKS. VERIFY ELEC. LOCATION W/ MFR. 48"GFI WATER HEATER REFER TO PLUMBING PLAN. VERIFY LOCATION W/ OWNER & ELEC. REQ. W/ MFR. FT t-TT 48"GFI 48"GFI SECURITY PANEL W/--- OUTLET (GFI). STRUCTURED MEDIA BOX 100 AMP ELEC. W/ OUTLET (GFI). PANEL'A' ELECTRIC METER 200 AMP 120/240V U.G. ELEC. SERVICE TO FPL PAD MOUNTED'Tx'. A JB i PROVIDE SMOKE 1 DETECTOR ALARM AT CEILING OF HANGAR TO BE INTERCONNECTED WITH ALARMS INSIDE LIVING AREA PER 907.2.21. COMBINATION SMOKE & CARBON MONOXIDE DETE CTOR. � I � o 48'GFI I I P , WELL PUMP --� WATER PURIFICATION SYSTEM, CONFIRM REQUIREMENTS. CABLE U.G. SERVICE VERIFY W/ CABLE REP. PHONE U.G. SERVICE VERIFY W/ AT&T REP. WPGFI RECEPTACLES 48'GFI UNDER SINK - - - - - - _..TOTAL( DISHWASHER (48' O.C. MAX) ECEP TACLE UNDER SINK. U.C. LIGHTS 48"GFI @ 54" A.F.F. 48"GFI _ TYP.OF 3 _ _ REF) DIoP. � C) 'DW / RitNGE MICRO. I � 66" A.F.F. / WPGFI 48"GFI FLOODLIGHTS (FRONT) \ I I I / AFCI OUTLETS TYP. I 200 AMP ELEC. \ WPGFI I / PL'B' _ \� z42" 42" N I I so I \ AFCI OUTLETS TYP. r _r i z I -I 4 L J 00 11 W WPGFI 0 CU-1 00 THERE ARE NO 1st FLOOR IMPROVEMENTS EXISTING Ist FLOOR ELECTRICAL PLAN_ E-1 SCALE: 114" = Y-0" THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS AND BY THE LOCAL BUILDING DEPARTMENT. THIS 0. DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP � OR LESS RESIDENTIAL SERVICES OR 800 AMP 0 OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U ul F U u1 F I U %1 Q V W F �O LL ° Ntrn o I_ cry ° V �N 0�LAJ -L'o I m ,0 W ^� V �F ° W ° �• �4.0 O O � 0 ° � WF j \^ Q �0 FLOOD LIGHTS Z (FRONT) O d I `V �0 • O FUTURE FAN/LIGHT O O _ PROVIDE PRE -WIRED , w J-BOX W/ COVER. `� I 1 � . 0 cil � 0 Ocic I � 7 ° cn d' z I cc Q lf� W a w)Q I In II w 00w 00 NI �Ln 0 p �w u U > it 0 0 FUTURE FAN/LIGHT PROVIDE PRE -WIRED O Q J-BOX W/ COVER. I I� Q 0 F �- N o FLOOD LIGHTS t a (FRONT) O O M 0 a) v U U > a: LU I I o of I � HI p LU 00 - rn N JI U Q - 0 W �CDIL � 0 I - � O fQ F W LL�J 0 --- s LL- a ul Job Number: I F Drawn By: rss In Date: 04-24-19 0 Sheet Number Z E-1 ELECTRICAL LEGEND SURFACE MOUNTED LIGHT ALLOWANCE BY OWNER. RECESSED HI -HAT CEILING MOUNTED V X 4' FLUORESCENT LIGHT FIXTURE WALL SCONE UNDER CABINET LIGHT (D = FAN ONLY FL = FAN W/ LIGHT KIT FL 120/240, 20 AMP, QUIET TYPE + 48" A.F.F. $3 120/24OV, 20 AMP, QUIET TYPE + 48" A.F.F., 3-WAY SWITCH $p DIMMER SWITCH, PUSH BUTTON WITH LEVER. $J DOOR JAMB SWITCH 20 AMP, 120V, DUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. U.O.N. 20 AMP, 120V, QUADRUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. U.O.N. 120V, SINGLE DEDICATED RECEPTACLE, GROUNDING TYPE, AMPS PER PLAN. ® 220V, 1 PHASE RECEPTACLE, AMPS PER PLAN E:;-mM PANELBOARD, SEE SCHEDULES # Y � DISCONNECT (# = NO. OF POLES / X = FRAME SIZE / Y = FUSE SIZE) Y 1 MOTOR/PUMP EXHAUSTFAN 1Q JUNCTION BOX SD SMOKE DETECTOR CM CARBON -MONOXIDE DETECTOR SDCM COMBINATION SMOKE & CARBON -MONOXIDE DETECTOR TELEPHONE OUTLET AT 18" A.F.F. PB GARAGE DOOR PUSH BUTTON TVD CABLE OUTLET DC DOOR CHIME PAD SECURITY KEY PAD �M MOTION SENSOR © CONTACT FOR DOORS/WINDOWS AHU AIR HANDLING UNIT CU CONDENSING UNIT WH WATER HEATER GFI GROUND FAULT CURRENT INTERRUPTER WPGFI WATER -PROOF GROUND FAULT INTERRUPTER VP VAPOR PROOF D DIMMABLE DED DEDICATED AFCI ARC FAULT CURRENT INTERRUPTER RECEPTACLE EXTERIOR WALL ELECTRIC 200 AMP M.C.B. 100 AMP EXISTING PAD MOUNTED TRANSFORMER CONFIRM W/ FPL. UNDERGROUND 'TX' ELECTRIC SERVICE. CONFIRM W/ FPL. EXISTING ELECTRICAL RISER DIAGRAM EXISTING PANEL SCHEDULE "A" HANGAR LOAD DESCRIPTION mnmcm�M PO MM: LOAD DESCRIPTION MUNW, —1 moss . .1��1 , . : • • . •mmmm , • MIIMUM! HANGAR DOOR OPENER ���� mmm o�lmm I GENERAL EXTERIOR®®m mom® •" mmm m0®m' HANGAR GFI RECEP. ��11 mmmm 100®® HANGAR GFI RECEP. mmmm mmmm mmmm mmmm OEM mmmmOEM � mmmm OEM ���� mmmm mmmm mmmm m�.11�1 mmm mmmm 1111 mmmm mmmm loll mmmm goal mmmm loll, 1111, ���� mmmm mmmm RATED VOLTAGE: ■ 240/120V 1 PHASE, 3 WIRE RATED AMPS: ■ 100 CIRCUITS: ■ 42 SERVICE FEED: ■ TOP CABINET: ■ SURFACE ■ HINGED DOOR ❑ KEYED DOOR LATCH ■ CIRCUIT BREAKER (PLUG—IN) BRANCH DEVICES ■ FULL NEUTRAL BUS ■ GROUND BUS ❑ MAIN AMP BREAKER ■ MAIN LUGS ONLY MAIN LUGS: 1 SET SIZE: #3 ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL * NON —COINCIDENT LOAD VERIFY EXACT ELECTRICAL REVS W/ MFR. NO NEW CIRCUITS EXISTNG PANEL SCHEDULE "B" - RESIDENCE LOAD DESCRIPTION I C I W POLES AMPS BUS AMPS POLES W I C I LOAD DESCRIPTION AHU-1 * 1" 6 2 1 13 15 17 19 1 3 25 7 9 1 3 5 7 9 1 2 4 6 8 10 12 14 16 18 20 22 24 6 8 0 2 34 36 38 40 42 50 2 8 3 4" RANGE L _L3 _L L _L CU-1 * 3/4" 10 25 R-L 50 2 6 1" TANKLESS WATER HEATER L -L7 _L L DRYER 3/4" 10 2g 50 2 6 1" L L11 L L WASHER 1/2"L12 1 20 20 1 12 1/2" GREAT ROOM LIGHTS & RECEPTACLES REFRIGERATOR 1/2" 1 20 20 1 12 1 2" BEDROOM GEN. LIGHTS & RECEP. GENERAL EXTERIOR LIGHTS 1 2" 1 20 20 1 12 1/2" BATH GEN. LIGHTS & RECEP. EXTERIOR GFI RECEPTACLES 1 2" 1 20 20 1 12 1/2" KITCHEN GFI RECEP. OFFICE GEN. LIGHTS & RECEP. 1/2" 1 20 20 1 12 1/2" MICROWAVE OFFICE BATH GEN. LIGHTS & RECEP. 1/2" 1 20 20 1 12 1 2" DISHWASHER SPARE 20 1 12 1/2" DISPOSAL BLANK BLANK RATED VOLTAGE: ■ 240/120V 1 PHASE, 3 WIRE RATED AMPS: ■ 200 CIRCUITS: ■ 42 SERVICE FEED: ■ TOP CABINET: ■ SURFACE ■ HINGED DOOR ❑ KEYED DOOR LATCH ■ CIRCUIT BREAKER (PLUG—IN) BRANCH DEVICES ■ FULL NEUTRAL BUS ■ GROUND BUS ❑ MAIN AMP BREAKER ■ MAIN LUGS ONLY MAIN LUGS: 1 SET SIZE: #3/0 ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL * NON —COINCIDENT LOAD VERIFY EXACT ELECTRICAL REVS W/ MFR. :►_��Eeny 343 THHN, #8 GROUND 1 1/2" CONDUIT. PANEL'A' M.L.O.42 CKT. 100 AMP, 120/24OV, 10, 3W SURFACE MOUNTED, NEMA 1 100 A PNL'A' � #2 SOLID OR STRAND CU GROUND TO 5/8" DRIVEN ROD, COLD WATER PIPE, FOUND. STEEL U.F.E.R. GROUND REQ'D. 200 A PNL'B' RESIDENCE 343/0 THHN, #6 GROUND 2" CONDUIT. PANEL'B' M.L.O. 42 CKT. 200 AMP, 120/24OV, 10, 3W SURFACE MOUNTED, NEMA 1 NEW CIRCUITS SH�OWN IN BOLD LOAD CALCULATION LOAD EQUIPMENT CKTS. BREAKER WIRE (WATT) EXISTING GENERAL LOADS: GENERAL LIGHTING/POWER 12 20A/1P 12 10,800 (3,600 s.f. X 3 watts/s.f.) HANGAR DOOR OPENER 2 30A/2P 10 3,600 RANGE 2 50A/2P 8 8,000 MICROWAVE 1 20A/1P 12 1,400 DISHWASHER 1 20A/1P 12 1,420 DISPOSAL (1 X 700 W) 1 20A/1 P 12 700 REFRIGERATOR 1 20A/1P 12 1,500 DRYER 2 30A/2P 10 5,600 WASHER 1 20A/1P 12 1,500 SM. APPLIANCES 1 20A/1P 12 2,000 (2 X 1000 WATTS) PADDLE FANS 1 20A/1P 12 160 (2 X 80 WATTS) WELL PUMP 1 20A/1P 10 1,500 WATER HEATER 4 50A/2P 6 24,000 SPARE 2 20A/1P 12 2,000 SUB -TOTAL 64,180 EXISTING AIR CONDITIONING LOADS: A/C COMPRESSOR 1 2 30A/2P 10 N/A A/C HEAT 1 2 50A/2P 6 5,000 SUB -TOTAL 5,000 PROPOSED ADDITONAL GENERAL LOADS: GENERAL LIGHTING/POWER 3 20A/1P 12 1,521 (507 s.f. X 3 watts/s.f.) LOAD CALCULATION SUMMARY: FIRST 10,000 WATTS AT 100% = 10,000 REMAINDER AT 40% (55,701 X .4) = 22,280 5,000 WATTS OF HEAT AT 40% = 2,000 TOTAL ESTIMATED CONNECTED LOAD = 34,280 TOTAL AMPS (34,280 / 240 VOLTS) = 143 AMPS SERVICE SIZE: 200 AMPS SMOKE & CARBON MONOXIDE DETECTOR. A B C .-.,PROPOSED 2nd FLOOR ELECTRICAL PLAN THIS ELECTRICAL PLAN IS INTENDED TO INDICATE . 0 THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED Q BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS 0 AND BY THE LOCAL BUILDING DEPARTMENT. THIS a DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP OR LESS RESIDENTIAL SERVICES OR 800 AMP 0 OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. Z W D F- U W F- I U Q ►] ■ T 1\ 00O o O "'to OJT U LL N O — �'0 O � � �Q J7 cci 0 Ln> W �> V CC L O w o 0.2 '. U °LL N � �O> a 0 Oo Ln Qc V�0 OLLJ z' a cc z LLJ Li Lri a M� I� �Q I W O 00 � � 00 W 00 00 ko N I a 00 *k W u } 0 � L - O Q m Q NO LU N L A !n 0 t' M O Om0 Z MU Z U c `O - ¢ -- - ' I �F 0 0 ��w — co m mI N J U Q w Q / F OLL ,co 0 IQ Z TI w LL a Job Number: Drawn By: ss Date: 04-24-19 Sheet Number Z D E-2 �- PLUMBING NOTES 1. PROVIDE COMPLETE PLUMBING SYSTEM AS CALLED FOR ON PLANS. TIE INTO EXISTING SYSTEM AS SHOWN PER THESE PLANS. 2. PLUMBING SHOWN IS DIAGRAMMATIC AND SHALL FOLLOW THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES AND STATE CODE REQUIREMENTS. 3. COORDINATE WORK WITH ALL TRADES. THE CONTRACTOR IS RESPONSIBLE FOR SAWCUTTING OF SLAB OPENINGS, AND PATCHING AS REQUIRED TO ACCOMMODATE PLUMBING WORK. 4. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 5. PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. 6. DOMESTIC WATER PIPING WITHIN THE BUILDING SHALL BE HARD TEMPER COPPER TUBING, TYPE L, WHERE RUN IN WALL OR CEILING SPACES. SOFT DRAWN JOINT'S COPPER, TYPE L, SHALL BE USED BELOW GRADE OR IN CONCRETE SLABS. 7. WASTE, SOIL AND DRAINAGE PIPING WITHIN THE BUILDING SHALL BE SCHEDULE 40 PVC. BELOW GRADE OR IN CONCRETE SLABS WORK SHALL BE SCHEDULE 40 PVC. 8. VENT PIPING SHALL BE SCHEDULE 40 PVC. 9. MINIMUM SLOPE FOR ALL WASTE PIPING BELOW BUILDING SLABS SHALL BE 1/8" PER FOOT. IF REQUIRED DRAINAGE SLOPE CAN NOT BE MET WHERE CONNECTING TO EXISTING UTILITIES, SURVEY ELEVATION AND LOCATION AND SUBMIT ALTERNATE SCHEME FOR ENGINEERS REVIEW. 10. PROVIDE CLEAN -OUTS WHERE SHOWN AND AT EACH CHANGE OF DIRECTION TOTALING 900 AND AT 75 FOOT INTERVALS AS REQUIRED. N 11. PLUMBING CONTRACTOR SHALL ROUGH -IN FOR AND INSTALL ALL FIXTURES AND MAKE FINAL CONNECTIONS INCLUDING P TRAPS AND SIMILAR ITEMS. 12. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER COMPLETION AND ACCEPTANCE BY THE ARCHITECT. HE MUST CORRECT ANY DEFECT THAT OCCURS DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO THE OWNER, 13. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE 3/4" PVC AND SHALL BE PROVIDED BY THE A/C CONTRACTOR. FINAL CONNECTION TO AHU BY AIR CONDITIONING CONTRACTOR. TERMINATE CONDENSATE LINES WITH GOOSENECK PER CODE. 14. CONTRACTOR TO VERIFY ALL REQUIREMENTS OF EQUIPMENT WITH MANUFACTURER PRIOR TO FINAL INSTALLATION. 15, SEE PLUMBING RISER FOR MORE DETAILS. 16. INTERIOR CLEAN -OUTS SHOWN SHALL BE LOCATED NEAR OR IN WALL PARTITIONS, NOT IN THE MIDDLE OF THE FLOOR AS DIAGRAM MIGHT DEPICT. 17. THE FOLLOWING FIXTURES REQUIRE HOT WATER: a. LAV b. SH 18. THE FOLLOWING FIXTURES ARE FOR BASIS OF DESIGN. REFER TO CONTRACT FOR FIXTURE ALLOWANCE. OWNER TO SELECT ACTUAL FIXTURE PACKAGE. LAV: BATHROOM SINK W/ FAUCET. WC: TOILET: SUPPLY-LINENALVE AT ±8" A.F.F. TO AVOID BASEBOARDS, CONFIRM W/ OWNER. TUB: BATHTUB #1: 36" X 60" ALCOVE. SH: SHOWER #2: VALVE, TRANSFER VALVE, VALVE TRIMS, WALL -MOUNTED SHOWER HEAD & HANDSHOWER, DIVERTER, BATH SPOUT, TUB DRAIN, & OVERFLOW DRAIN. WALL -MOUNTED SHOWER HEAD & HANDSHOWER. J L2"VTR z°v 1 1/2" @ BUILDING LINE. \ / SEE SITE PLAN FOR CONTINUATION. b� VERIFY CONDITIONS AND QUALITY. A I � I E THERE ARE NO 1st FLOOR IMPROVEMENTS EXISTING 1st FLOOR PLUMBING PLAN SECOND FLOOR BUILD -OUT FOR BATH WAS COMPLETELY ROUGHED -IN PREVIOUSLY. PROVIDE CONNECTIONS TO LAV EXIST. STUB -UPS OF SANITARY TUB I I & VENT LINES AS REQ'D. 2" J I II � 2" / 3"/ I I J 2nd FLOOR2nd FLOOR_ + —_ 3" PVC SANITARY DOWN TO 1st FLOOR. � X, I I II I I I 2"VTR HS I I 211V� 2„ - C.O. 2WC „i 2 WQ \ \- w 3/0 IIL2 VTR I I I I I I 2"VTR II SINK � 2 \\ 4^ V LAV w \-4„ T \-2" \ \\ LAV 2"V--4t WB 3\\ 4" PVC SANITARY 2" TO SEPTIC SYSTEM. \ SEE SITE PLAN FOR \\ 2" 3" CONTINUATION. \\ 3" FD 3„ BUILDING LINE \\ WASTE RISER DIAGRAM 3" L A i b SCALE: 1/4" = V-0" PROPOSED 2nd FLOOR PLUMBING PLAN THIS PLUMBING PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS w OF THE PLUMBING SYSTEM SHALL BE DETERMINED �rvtl BY A PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: TO CHAPTER 489 OF FLORIDA STATUTES AND BY No: DATE COMMENTS 0 THE LOCAL BUILDING DEPARTMENT. THIS DESIGN IS ALLOWED BY CHAPTER 471 FOR PLUMBING � SYSTEMS HAVING FEWER THAN 250 FIXTURES 0 OR ACCOMMODATES 100 OR FEWER PERSONS. U Z w D F U w F I U Q w � �0 �0 7 �LL Mo U F LL.N �0 V �0 0 � ►1 �Q 77 '0 m = ~I �F W V oc z O w o D '. a �L U op�C ° °2.�LL llzt Q �Qz N Q z0 0 0 cr OOo 0 OC Q LU Z a W Mm J Q I N w O 00 v eo w 0000 N I Lr, a00o � �w a)�F u a 4— J li } O 0 � L � O Z 00 W Q O a i in 0 0 o m0 z �U O �Z U c `o - • LL LU Q O W 00 �F m M I N J U Q / Ocr— Q LU O�O U. N 0P0 } a \ i1 w W 0 LL uj Job Number: F Drawn By: rss Date: 04-24-19 Sheet Number Z D P-1 ty 0 SCALE: 1/4" = 1'-0" N.T.S