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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-8SEE ARCH'L FOR ROOFING MATERIAL (TYP) 5/8" COX EXTERIOR ROOF PLYWOOD. ATTACH WITH 8d NAILS 0 6" O.C. AT ZO E T AND 0 4" O.C. AT ZONE PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. SIMPSON TRUSS TIE DOWN (SEE PLANS) ATTACH PLYWOOD TO SUBFASCIA W/ Sd NAILS 0 4" O.C. (TYP) 2x SUB FASCIA. ATTACH TO —� EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x CONT. ATTACH TO CONC. WITH 1 /4"0 x 2 3/4" EMBED TAPCONS 0 16" O.C, MAX. PRE-ENGINEERED WOOD OVER FRAMING TRUSSES 0 24" O.C. EL. VAR__ ES L PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. SIMPSON "VTCR" 0 36" O.C. MAXIMUM STARTING 4" MAX. FROM EACH END, TYP. EL, 9'-0" 2x P.T. x CONTINUOUS ATTACH TO END OF TRUSS FOR ATTACHMENT OF PORCH SOFFIT m 12 6 (BB-1) 8%16" BOND BEAM 8" CMU WALL (SEE PLAN) (L-1) 8F8 PRECAST LINTEL AT OPENINGS, U.N.O. 1 SECTION S-5 Scale: 3/4"=1%0" 12 6 SIMPSON TRUSS TIE DOWN (SEE PLANS) (BB-1) 8"x18" BOND BEAM 8" CMU WALL (SEE PLAN) (L-1) 8FB PRECAST LINTEL AT OPENINGS, U.N.O. a SECTION S-5 Scale: 3/4"=1'-O" ATTACH PLYWOOD TO BLOCK - W/(4) MINIMUM 8d NAILS, TYP. 2x4 DIAGONAL BRACE, TYP., - ATTACH EACH END W/(3) #12 x 3" WOOD SCREWS, TYP. 1t EL. 9'-4" T.O. BEAM 5/8" COX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT �— PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-4" T.O. BEAM 5/8" COX PLYWOOD (SEE PLAN) PRE-ENGINEERED WOOD TRUSSES 0 24" D.C. 2x4 P.T. BLOCK BETWEEN TRUSSES 0 48" O.C. MAX. ATTACH EACH END TO TRUSS W/ SIMPSON "H3" TURNED HORIZONTAL. 3 SIMPSON HGA10 EACH BLOCK, INSTALL AFTER DEAD LOAD $ HAS BEEN APPLIED. (BB-1) WAS" BOND BEAM (SEE PLAN) NON -BEARING 8" CMU WALL SECTION \,!-Y Scale:3/4"=1'-0" 5/8" COX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT \\\ ATTACH PLYWOOD TO SUBFASCIA W/ 8 NAILS 0 4" O.C. TYP) 2x SUB FASCIA x CONT. ATTACH TO EACH OUTLOOKER W/(2) 16d NAILS (MW-2) 8" CMU W/ #6 0 24" 0 (SEE PLAN FOR (MW-2) 8" CMU (SEE PLAN) T) EL. 9'-4" T.O. BB-1 PRE-ENGINEERED W00 TRUSSES 0 24" O.C. 5/8" COX EXTERIOR ROOF PLYWOOD. ATTACH WITH 8d NAIL 0 6" O.C. AT ZONE 0 AND 0 4" D.C. AT ZONE SIMPSON TRUSS TIE DOWN (SEE PLANS) ATTACH PLYWOOD TO SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) ::::: 2x SUB FASCIA (ANGLED TO —� MATCH 6:12 PITCH ROOF) ATTACH TO EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x COIIT. ATTACH TO CONC. WITH 1/4"0 2 3/4" EMBED TAPCONS 0 161 O.C. MAX. ARCH'L DWGS SIMPSON "HETAL 12" 2x4 OUTLOOKERS 0 24" O.C. SIMPSON "LU24" HANGER Eo (TB-1) 8"x12" MIN. RAKED TIE BEAM (BB-1) 8"x16" CMU BOND BEAM PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-4" QSECTION S-S Scale:3/4"=1'-0-S�Scale:3/4"=1'-0" 12 41 T. E.L 9'-0" O. BEAM I. <L (B-2) 8"x20" C.I.P. 5 CONC. BEAM EL. 7,-4„ B.O. BEAM 5 SECTION S-5 Scale: 3/4"=1'-O" SECTION S-5 Scale:3/4"=1'-O" PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. SIMPSON HGA10 EACH BLOCK, INSTALL AFTER DEAD LOAD HAS BEEN APPLIED. (BB-1) EIN16" BOND BEAM (SEE PLAN) NON -BEARING 8" CMU WALL 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT ATTACH PLYWOOD TO — SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x6 SUB FASCIA x CONT. — ATTACH TO EACH OUTLOOKER 12"d: W/(2) 16d NAILS SEE ARCH'L DWGS (MW-1) 8" CMU WALL W/ #5 0 48" O.C. (B-1) 8"x24" CONC. BE (SEE PLAN) 5/8" COX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT ATTACH PLYWOOD TO — SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x6 SUB FASCIA x CONT. —� ATTACH TO EACH OUTLOOKER 12"d W/(2) 16d NAILS SEE ARCH'L DWGS (MW-1) 8" CMU WALL W/ #5 0 48" O.C. (B-2) 8"x20" CONC. BI (SEE PLAN) SIMPSON "HETAL 12" 2x4 OUTLOOKERS 0 24" O.C. SIMPSON "LU24" HANGER E� (TB-1) 8"x12" MIN. RAKED TIE BEAM PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-4" 3 SECTION S-5 Scale: 3/4"=1'-0" SIMPSON "HETAL 12" 2x4 OUTLOOKERS 0 24" O.C. SIMPSON "LU24" HANGER EL. VARIES + 4RAKED (TB-1) MIN. TIEIE BEAM -07 PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-0" 6 SECTION S-5 Scale: 3/4"=1 %0" REVIEWEp F CODE COMPLI, SOCC Wieder (!�ngineerinq, J nc. STRUCTURAL ENGINEER 2 11718 SE FEDERAL HWY #373 LIC J28036 (772) 546-5823 G HOBE SOUND, FL 33455 FAX: (772) 545-3734 rW V V CD Lo LLJ 00 ® M (n (M CO LLI LL 00 cv O QZ� Q0 .ems N W O Q ^V^' Q X (o (D Q Q Lo U 00 O O Iq O U Q Z L W M M U) -� R3 (� W 0 .L 2 Q� ® L.L L z �NN 0 L L Q U- _� O v! � / C/) G PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE A ED 0 SHEET # A-5 Opy COPYRIGHT 2018 n5 +29.3 PSF -38.1 PSF H U WEST ELEVATION SCALE: 1/4"=1'-0" SOUTH ELEVATION SCALE: 1/4"=1'-0" mill 7 M+28.17 +30.6 PSF -33.2 PSF SIDELIGHTS 1F-T-r-I--rI 1 -11 +28.5 PSF -31.0 PSF 02 NORTH ELEVATION SCALE:1/4"=1'-0" EAST ELEVATION SCALE: 1/4"=1'-0" REVIEWED cooE CoMPt ST. Lucie cc socc STRUCTURAL ENGINEER �v 11718 SE FEDERAL HWY #373 LI0 #2B� (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 0 L z Q z 0 Q z w z U) _I LL 0 ^^ VJ 2 00 N 0 O 0 N w Q 0 N w r F 0 � o (n C LLI u Q L C7 H w< Cfo 0 < zc 0c Ua 0 0 d- PROJECT # 17- DATE 8-2' REV # WE IRA U) SHEET # W 4P7 tZ U COPYRIGHT GENERAL HVAC NOTES 1.VISIT THE SITE PRIOR TO SUBMITTING A BID. DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS. 2.PROVIDE ALL LABOR PERMITS, MATERIAL, TOOLS, SUPPLIES, EQUIPMENT TO INSTALL A COMPLETE AND OPERATING AIR CONDITIONING SYSTEM. INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3.PAY ALL COSTS OF PERMIT INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4.CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURERS DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 5. ALL CONTRACTORS & SUB CONTRACTORS WORKING ON THIS PROJECT SHALL BE LICENSED BY THE STATE OF FLORIDA & PALM BEACH COUNTY, AS APPLICABLE. 6. ALL CONDITIONED AIR DUCTWORK SHALL BE FIBERGLASS, R=6.0 MIN. IN TRUSS SPACE & R=4.2 BELOW 2ND FLOOR SLAB. ALL OUTSIDE AIR & EXHAUST DUCTWORK SHALL BE RIGID GALVANIZED STEEL. ALL BENDS GREATER THAN 45 DEGREES SHALL BE PROVIDED WITH TURNING VANES. THE CONTRACTOR SHALL VERIFY CLEARANCES & ADJUST FOR FIELD CONDITIONS AS REQUIRED PRIOR TO CONSTRUCTING ANY DUCTWORK. ALL SIZES ARE CLEAR INSIDE DIMENSIONS. INSTALL ALL DUCTWORK PER THE APPROPRIATE SMACNA STANDARD. TTHE CONTRACTOR SHALL FURNISH A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT. ANY BREAK -DOWN OCCURRING IN THE FIRST YEAR SHALL BE REPAIRED AT NO COST TO THE OWNER. A/C COMPRESSORS SHALL HAVE A 5 YEAR GUARANTEE. &PROVIDE & INSTALL ALL CONTACTORS, RELAYS, AND CONTROLS. 9. THE CONTRACTOR SHALL INCLUDE THE COST TO PROVIDE AN AIR LEAKAGE TEST AS PER THE FBC-ENERGY CONSERVATION SECTION R402.4.1.2. THE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ANSI/RESNET/ICC380 & REPORTED AT A PRESSURE OF 0.2 IN WO. THE TESTING SHALL BE CONDUCTED BY EITHER INDIVIDUALS AS DEFINED IN SECTION 553.993(5) OR (7), FLORIDA STATUTES, OR INDIVIDUALS LICENSED AS SET FORTH IN SECTION 489.105(3)(F), (G) OR (1) OR AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST & PROVIDED TO THE CODE OFFICIAL. 1O.ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS OR METALAIRE. 11.PROVIDE NEW FILTERS FOR ALL AIR HANDLERS BEFORE STARTING THEM. REPLACE FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. 12.PROVIDE A 10 FOOT MINIMUM CLEARANCE FROM ALL VENTS THROUGH ROOF (VTR) AND EXHAUST FANS TO OUTSIDE AIR INTAKES. 13.ALL STORAGE ROOMS, TOILETS, ETC, WILL HAVE UNDERCUT DOORS TO PROVIDE VENTILATION REQUIRED WHEN DOOR OR TRANSFER GRILLES ARE NOT SHOWN. 14.A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWINGS WILL INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 15.000RDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHTS AND ARCHITECTURAL ELEMENTS. 16.000RDINATE LOCATION OF AHU'S, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR. ITMECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 18. ALL REFRIGERANT LINES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. MATERIAL SHALL BE ASTM B88 TYPE L COPPER HARD DRAWN WITH WROUGHT COPPER OR BRASS FITTINGS. JOINTS SHALL HAVE SILVER SOLDER. SUCTION LINES SHALL BE INSULATED. 19.ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC WITH 1/2" THICK TYPE 'G' CELLULAR FOAM INSULATION, K=0.28 MINIMUM. 20. FLEX DUCTS SHALL BE FACTORY INSULATED & BE VINYL COATED SPRING STEEL WIRE HELIX BONDED TO VINYL COATED LINER WITH FIBERGLASS INSULATION & A VINYL IMPREGNATED CLOSELY WOVEN VAPOR BARRIER. THE ASSEMBLY SHALL MEET NFPA-90A, UL181 & BE ILL LISTED AT A LESS THAN 25 FLAME SPREAD & 50 SMOKE DEVELOPED RATING. 21. RIGID FIBERGLASS DUCT BOARD MEET NFPA-90A, UL181 & BE UL LISTED AT A LESS THAN 25 FLAME SPREAD & 50 SMOKE DEVELOPED RATING. THE PRODUCT SHALL HAVE A +/- 2" STATIC PRESSURE RATING & A VELOCITY RATING OF 5000 FPM. 22. ALL EXHAUST & INTAKE DUCTWORK SHALL BE GALV SHEET METAL SNAP -LOCK. CORRUGATED ALUMINUM MAY BE USED FOR PRIVATE TOILET EXHAUST ONLY. 23, PIPE SLEEVES SHALL BE PROVIDED WHERE PIPES & TUBING PASS THRU MASONRY OR CONCRETE WALLS, CEILINGS, ROOFS, OR PARTITIONS. SLEEVES IN OUTSIDE WALLS SHALL BE ZINC COATED STEEL OR PVC PIPE. 2X2 ISOMODE PA 1 1/2"X 1 1/2"X STEEL ANGLE ST WELDED CONTT. 3"X 3"X 1/4" BASE 2" DEEP DRAIN RAI 12' ABOVE TOP MOST DRAIN PAN TERMINATE VENT WITH PERFORATED CAP (LOOSE) 3' COND AIR HANDLING UNIT RET DUCT SUPPLY DUCT FLEX. CONN. AS REQUIRED PROVIDE FLOAT SWITCH TO CONTROL OVERFLOW FROM EMER. DRAIN PAN.SWITCH SHALL SHUT DOWN UNIT WHEN ACTIVATED IN ACCORDANCE WITH STANDARD MECH. CODE & LOCAL AUTHORITY. AHU DETAIL NTS C.O. PLUG TEE CONN. UNION �- RETURN BEND W/C.D, TE PIPING DETAIL NTS UNIT 1" 1' DEEPER THA FAN STATIC PRESSURE PROVIDE (8)BMP INTERNATIONAL, INC. STEEL DENSING UNIT TIE DOWN CLIPS FOR EACH UNIT (2 PER CORNER). FLORIDA PRODUCT APPROVAL #FL14239. FOLLOW THE EXACT INSTALLATION NEOPRENE INSTRUCTIONS AS PART OF THE PRODUCT TOR PAD. APPROVAL. r' { 4" THICK CONCRETE SLAB. CONDENSING UNIT TIE DOWN NTS CONDENSATE LOW THRU WALL. TERMINATE 3/A" CONDENSATE 12° AWAY FROM WALL AND 6" AF6.� O.A. WALL GAP. PAINT TO MATCH UILDIN6 4" C� A" AIR DL T FROM WALL-1GAP. DOWN & if;,0 TO AHU R/A. IDE A (,7,ORiZECP DAMPER IN THE VERTICAL PORTION OF THE DUCT. N `ERGONNFLT TO AHU FAN MOT -OR WHEN THE FAN IS ON THE PAMPER SHALL OPEN. WHEN THE FAN IS OFF THE DAMPER SHALL SPRIN6 CL05ED. n CAR PORT Ik R/A -wii-ill 0 KITCHEN 12X5.IW,666D 170 CFM 00 TERMINATE 12" FROM WALL & 6" ArO 0,6 TOILET EXHAUST DUCT UP_z4 lil- P I4XI2 BATH -►6X6,1 b ; �\ 3/A C BATHcmS„� li !j;� LWGI3CD) ph-1 12„o ,- I F� �A'0 0 R/A 105 A" DRYER DUCT LP IN 6" WAJ_ & THRU ROOF TO SLOPED ROOF JACK. 5.,6 PROVIDE EVE 7 6 HOOD EXHAUST` -`PACT UPS TO SLOPED ROOF JACK. DINING PROVIDE POSITIVE CONNECTION TO_-ROOF_JfyK. PROVIDE FOR�6E HOOD GATE FGR'"19 �GFM. ___________y / 0 0 CFM a C� R/A Y ® 170 .1 W Z y 0 U U o ACCESSIBLE COTTAGE MECHANICAL FLOOR PLAN AIR DEVICE SCHEDULE MANUFACTURED BY TITUS. MODEL CONSTRUCTION MOUNT DESCRIPTION 250-AA ALUMINUM SURFACE CURVED BLADE CEILING DIFFUSER W/OBD, 4FFL-AA ALUMINUM SURFACE FIXED BLADE CEILING RETURN GRILLE. NOTES, 1. COLOR SHALL BE WHITE FAN SCHEDULE MARK EF-1 &2 MANUFACTURER PANASONIC MODEL FV-05-11VK1 TYPE CEILING SERVICE TOILET CFM/S, P. 110/0. 25 H, P. FRACTIONAL VDLTAGE/PH. 120/1 NOTES, 1, ACCEPTABLE ALTERNATE MANUFACTURER SHALL BE GREENHECK, DEHUMIDIFIER SCHEDULE MODEL NUMBERS BASED ❑N HONEYWELL. SYSTEM I MODEL DR-65 CFM 160 MOISTURE REMOVAL 65 PINTS PER DAY FILTER MERV RATING 11 VOLTS -PH 120/1 AMPERAGE 5, 2 FUSE 20 HUMIDIFIER CONTROL NOTE 2 DIMENSIONS (HXWXL) 12'X12'X29' WEIGHT (LBS) 55 NOTES, 1. PROVIDE ALL UNITS WITH A DRAIN PAN & CONDENSATE LINE. 2. PROVIDE THE UNIT WITH A HONEYWELL MANUAL DEHUMIDISTAT MINIMLM U 6AU6E. SLOPED ROOF DRYER JA6K WITH PJIEORAL PAMPER. A" RI61P METAL DRYER DI.CT TO MAKE A P051TIVE CONNECTION TO THE ROl.1= JACK 4" RI61D METAL DRYER DUCT UP IN b" INTERIOR WALL. DRYER DUCT DETAIL NTS MINIMUM U 6AU6_ QED ROM RAN6E HOOD JACK WITH INFEORAL DAMPER SCALE 1/4"=1'-0" SPLIT AIR CONDITIONING SCHEDULE MODEL NUMBERS BASED ON TRANE, SYSTEM 1 AHU MODEL TEM6AOB24 CFM 800 HP/FLA 0. 33/2.8 HEAT KW 2240V 4, 8 VOLTS -PH 240-208/1 FUSE 240V 30 DIMENSIONS (HXWXD) 47'X19'X21' WEIGHT (LBS) 117 CONDENSING UNIT MODEL 4TTR6024 VOLTS -PH 240-208/1 OD FAN FLA 0, 6 COMP FLA 10. 1 FUSE 20 DIMENSIONS (HXWXD) 29'X30'X33' WEIGHT (LBS) 162 REFRIGERANT R-410 .y&y11wa TOTAL BTUH 24400 TOT. SENS. 18300 TONS 2, 0 SEER 16.5 NOTES, 1, THE REFRIGERANT LINES FOR SYSTEMS EXCEEDING 80 FEET IN EQUIVALENT LENGTH SHALL BE INSTALLED PER THE MANUFACTURER'S LONG LINE APPLICATION GUIDE, 7" R1619 METAL DRYER DUCT TO MAKE A P051TIVE 66NNE-6TION TO THE ROOT JAC& RANGE HOOD DUCT DETAIL NTS REVIEWED CODE COMpI ST. LUCIE CC SOCC J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david-jones-conde@bellsouth.net CD L0 '� CV 00 co m (n (') d 00 L_ co c) Q Z Orn O TT V/ Qi QC\j Cc /y' LL (o Q Z Lo i U O �- G� o m O L co J Q Z LO I� ZY Il m ct' M Co _O Z co _0 (LS C/) °6 It rLL^I \ /� < O 2 E Q) J O_ - i Q� z >_ 0 4_4 U- _w O V) U) G U�✓ PROJECT# 17-093.03 R DATE 8-27-2019 REV # DATE Q FLOOR PLAN 01-23-2020 O A Lu U � �J W 0 U) SHEW w o r WA M' )' COPYRIGHT 20181 a GENERAL ELECTRICAL NOTES 1.VISIT THE SITE BEFORE SUBMITTING A BID. DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS OR THE SPECIFICATIONS. 2.ALL MATERIALS SHALL BE UL APPROVED. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2014 N.E.C. & THE FLORIDA BUILDING CODE, 2017, 6TH EDITION. 2.PROVIDE NEW COMPLETE SERVICE. FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEMS AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3.ALL CONDUCTORS SHALL BE COPPER. THE MINIMUM SIZE SHALL BE #12 W/THHN INSULATION. ALL EXPOSED, EXTERIOR, OR UNDERGROUND CONDUCTORS SHALL BE IN CONDUIT. INTERIOR CONCEALED CONDUCTORS SHALL BE IN TYPE ENT CONDUIT. 4.PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH NEW PANEL. 5.ALL SWITCHES SHALL BE 6" FROM DOOR JAMB OR CORNER AND 48" AFF. - QUIET TYPE SINGLE POLE. 6.ALL SWITCHES & RECEPTACLES SHALL BE WHITE DECORA SERIES BY LEVITON. 7.ELECTRICAL CONTRACTOR TO GUARANTEE WORKMANSHIP AND MATERIALS FOR ONE YEAR AFTER ACCEPTANCE OF JOB. BLIGHT FIXTURES SHALL BE SUPPLIED WITH ALL MOUNTING HARDWARE, LAMPS AND BE CLEAN BEFORE ACCEPTANCE. 9.CONTRACTOR TO VERIFY ALL MOUNTING HEIGHTS W/OWNER PRIOR TO ROUGH -INS UNLESS NOTED OTHERWISE. 10.ALL CIRCUIT BREAKERS, TWO AND THREE POLE, TO BE COMMON TRIP. NO TIE HANDLES, OR TANDEMS WILL BE ACCEPTED. 11.ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R ELECTRICAL LEGEND: 0 11y WP GFI $3$4 sD SURFACE OR PENDANT FLUORESCENT. RECESSED DOWNLIGHT. SURFACE LIGHT STRIP FLUORESCENT LIGHT. LIGHT FIXTURE TYPE DESIGNATION. DUPLEX RECEPTACLE. QUAD—PLEX RECEPTACLE. JUNCTION BOX. 4" SQUARE UNLESS NOTED. TV OUTLET FOR COAXIAL CABLE. TELEPHONE OUTLET. WEATHERPROOF GROUND FAULT INTERRUPTER. TOGGLE TYPE WALL SWITCH (3 = 3 WAY) DIMMER SWITCH TWO POLE RECEPTACLE AREA TYPE SMOKE ALARM. AREA TYPE CARBON MONOXIDE DETECTOR. ZA ror olo DISCONNECT SWITCH. v AUDIO VISUAL DEVICE @ 80" AFF ssR SMOKE STROBE DEVICE ® 80" AFF DDS DOORBELL DISABLE SWITCH © 46" AFF ® BUTTON FOR DOOR SIGNAL ® 46" AFF A - AD CENTER SCHEDCLE W I 120/240 volts 1 phase 3 wire 200 amp bus 40 .branLh poles X full neutra, I FLUSH r�ounting 200 amp main LUGS s1^ort circuit 1= 10,000 amp-sym-rms cond& bkr c b L kbkr oond, & Load k u u cao wire P a t s P a wire 1/2" #12 LTG &RECEPT -FAMILY/DI ING 1 20 - 1 1 2 2 30 AHU 1/2" #10 3 a -KITCHEN 5 2 20 CU -BATH 1&2 LTG 7 e -BATH 1 GF 9 0 2 30 DRYER -BATH 2 G u 12 -BED 1 13 14 2 30 EWH -BED 2 15 16 1 EXTERIOR LTS & RECEPT 17 a 2 50 RANGE 3/4" #8 SMALL APPLIANCES L9 20 21 2F 1 20 WASHER 1/2" #12 DISHWASHER 23 21 ATTIC/DEHUMIDIFIER POWER MICROWAVE/HOOD 25 26 SPACE REFRIGERATOR 27 26 DISPOSAL 29 30 SPACE 21 32 23 34 25 36 1 z7 38 2 30 SPD 1/2" #10 29 40 NOTE: SEE LOAD CALCULATION FOR TOT BUS AMPS. NOTE: PANEL SHALL BE EQUAL TO SQ'D TYPE QO LOAD CENTER. NOTE: ALL SINGLE POLE 20 AMP CIRCUITS SERVING AREAS AS DESCRIBED IN NEC 210.12 SHALL BE PROTECTED WITH A LISTED ARC -FAULT CIRCUIT INTERRUPTER. LOAD CALCULATION: PANEL'A' SERVICE: 120/240 VOLT, 1 PHASE DEMAND LOAD INTERIOR LIGHTING & RECEPTACLES (1077 SF X 3 W/SF) 3231 WATTS EXTERIOR BUILDING LIGHTS/RECIEPTACLES 660 STACK WASHER 1500 STACK DRYER 5000 EWH 4500 GARBAGE DISPOSAL 1000 SMALL APPLIANCES (2 X 1500 WATTS) 3000 MICROWAVE/HOOD 1200 RANGE 8000 FULL SIZE REFRIGERATOR/FREEZER 1000 DEHUMIDIFIER 600 DISHWASHER 1000 SUB TOTAL 30691 WATTS 1ST 10 KW 2100% 10000 WATTS REMAINING DEMAND LOAD @40% 8276 DUCTLESS HEAT PUMP 2100% NA LARGER ❑F,TOTAL CU @100OR T TAL A U& HEAT 3120 TOTAL 21396 WATTS 21396 WATTS / 240 VOLTS = 89 AMPS CAR PORT A-2,4 L' 2. X -i AHI A-17 WPbFI Leg 0 6F1 A-5 KITCHEN A-511 Of A-7 3 A-17 NOTE 2 DINING 6Y m' i BATH A ACCESSIBLE COTTAGE ELECTRICAL FLOOR PLAN SCALE: 1 /4" =1'-0" MISSIONARY FLIGHTS COTTAGES LIGHTING FIXTURE SCHEDULE 0 ,BEDROOM SA #2 A-15 A 5 0 SPECIFIC NOTES: ELECTRICAL PLAN I. ALL SINGLE POLE, 20 AMP 6IR,076 SERVING AREAS AS PE56RIMP IN NEC 210.12 SHALL M PRDFEGTED WITH A LISTED ARC fFALLT CIRCUIT INTERRUPTER WEAKER IN THE F F/TRIG PAIL 2. ALL SMOKE ALARMS WITH EACH UNIT SHALL 6E HARD WIRED & INTERCONNECTED SO IF ONE ALARM 16 ACTIVATED ALL OF THE ALARMS WILL 60". IN ADDITION THE NOTED SMOKE 6TROf5E DEVICE SHALL DE ACTIVATED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. THE NOTED AUDIO VISUAL DEVICE SHALL bE ACTIVATED by THE DOORMLL LOCATED AT THE ENTRY DOOR. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS MOUNTING REMARKS F 2' LED VANITY LIGHT TLI DP24-1_20.6-ZE600-120-**-301< 120 20W LED WALL SEE NOTES 3,4. H 4' LED DOWNLIGHT HALO H457-TAT-E010-EL406-9-30-TL410H UNV 10W LED RECESSED SEE NOTE 1. L OUTDOOR LED SCONCE TLI 49298BKTLED 120 10W LED WALL M LED UNDERCABINET HALO HU10-**-9-30-P SERIES 120 7W/FT LED SURFACE SEE NOTE 4. N 4' LED VANITY LIGHT TLI DP48-1_41.2-ZE600-120 `*-301< 120 49W LED WALL SEE NOTES 1,3. Q CARPORT CEILING LED SQUARE LIGMAN UPA-31941-W30 TBD 20W LED WALL SEE NOTE t R 2' LENSED LED STRIP METALUX 2SNLED-LD5-16SL-LW-UNV-L830-CD1-U UNV 16W LED WALL SEE NOTE 1. NOTE 1: DIMMABLE WITH 0-10V SIGNAL. TWO LOW VOLTAGE CONTROL WIRES REQUIRED. NOTE 2: MOUNT CENTER OF FIXTURE 6'6" A.F.F. NOTE 3: FINISH TO BE SELECTED BY ARCHITECT NOTE 4: LENGTHS AND CONFIGURATIONS PER PLANS. CONTRACTOR TO CONFIRM. DIMMABLE WITH LEADING EDGE OR TRAILING EDGE DIMMER. CONFIRM DIMMER COMPATIBILITY.CODE CO FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT TONY PLONNER LIGHTING DYNAMICS (561) 718.8917 J & C U O Ln W It Ch + Lo C/) W co (D LL Co d N O Q //n/� Z O T'^ W U O N U) W Q Q � O ¢ ZU� c O00 O O L. U REVUE ED FOR LLJ MPLIANCE 0 ST. LUC E COUNTY Q La CC O U w J m JONES & CONDE, LLC j ri 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 � . i CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 U TEL (561)309-9017 EMAIL: david-jones-Conde®bellsouth.net Q J Q z O > z m � O N M _O Z M _0 (z w 06 = = Q O LL CC V J C N � LD z O E� � L Q C'z L _ 0 r)r^ cc_) G PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE Q FLOOR PLAN 01-23-2020 A �T # 9p E- �'A COPYRIGHT 2018 RISER NOTE 1 PANEL pg 2125 3 /1 CIO /4 Cu I I GND PER NEC. SEE DETAIL r'MEL_B YY RD SCHEDUL_L 'MDP' (EXISTING) 120/240 VD'TS 1 PHASE 3 WIPE 800 AMP RUS 42 BRANCH POLES X FULL NEUTRAL. SURFACE ��� r_N� 800 AMP MAIN C.B. SHORT CIRCUIT I= 65,000 AMP- SYM-PMS C LINO. & AM-S LC'�A7 BKR B C III LOAD AMPS CoND, 8. W ".RE. S T WIRE A P A P A A B * 2 1 2" #1/0 89 COTTAGE 1 2 1252 2 175 RV PEDESTAL - 1,2,3 132 2 1/2" #4/0 89 1 I l4 JK 1 1 132 * 89 COTTAGE 2 2 1256 2 175 4 5,6 ......89 132 1 _- 1 18 1 1 ......... 132 89 COTTAGE 32 12510 2 125 - 7,8 99 3" #300 89 1 1 1 11 12 1 1 99 * B9 COTTAGE 4 2 125 13 14 2 125 - 9,10 99 89 1 1. 1 15 16 1 1 ss * 2 1/2" #4/0 89 - - COTTAGE 5 2 1251 17 16 2 1251 - 11,12 99 89 1 1 1 19 20 1 1 99 * 89 COTTAGE 6 2 125 21 .... 2R _ ...�_ SPACE .----...... Ss 1.. ......-- — — — - - --...l , 1 2 _... .... ...-.. 4 . _ - _ .... 2" #1 54 GARAGE 2 100 25 26 1 50 1 1 1 27 SPACE 29 C7 ;3 54 35 36 37 33 39 B ,.-.-2 30 TVSS ......... . . .--- - - 1 /2" #10 41 42 1 1 1 - TOTAL AMPS BUS A= ** BGS 2= ** CDNNFCTETI K.VA= * NOTE: THE NOTED CIRCUIT IS A NEW CIRCUIT IN THIS EXISTING PANEL. ALL OTHER CIRCUITS SHOWN ARE FOR REFERENCE ONLY. .....-.-.-. -- ** NOTE: SEE LOAD CALCULATION FOR TOTAL BUSS AMPS. PANEL'MDP'CALCULATION: SERVICE: 120/240 VOLT, 1 PHASE, 3 WIRE COTTAGES (6 TOTAL) 6 X 33811 WATTS PER COTTAGE 202866 WATTS 202866 X 0. 44(DIV PER NEC 220,84) 89261 WATTS GARAGE UTILITY BUILDING 810 S. F. X 5 WATTS PER S. F. 12480 WATTS RV SITES (12 TOTAL) 12 X 13200 WATTS PER SITE 158400 WATTS 158400 X 0.50 (DIV PER NEC TABLE 551,73(A) 79200 WATTS TOTAL PANEL 'MDP' LOAD 180941 WATTS / 240V = 754 AMPS NOTE: PROVIDE #4 Ou �JNDINO ELEGTRDE O N GONDUGTOR TO GROUNP RODS, INJILDINC STEEL, & MAIN BONDING GOLD WATER PIPE. JUMPER PER NEC 250.28 BONDING BAR LOCATED PER NEC 250.94(3) FOR INTERSYSTEM BONDING BOND TO EQUIPMENT TERMINATIONS. GRID HOUSING PER NEC 408.3 (C) #4 Gu TO (2)9V 6ND RGDs 4 Cu #6 Cu 6'-0" MIN. 4 Cu GROUNDING CONDUCTOR TO BUILDING PIPING SYSTEMS PER NEC 250.52(A)(1). GROUNDING CONDUCTOR TO CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3). GROUNDING CONDUCTOR TO F AVAILABLE. MADE GROUNDING ELECTRODE(S) PER NEC 250.52(A)(5) & 250.56. TYPICAL GROUNDING DETAIL NTS EXISTING EXISTING (4)4"C-3 #500 MCM 2"C-3 #3/0 IN EACH EXISITNG 16"H X 10"D X LENGTH -- AS REQUIRED WATER TIGHT COTTAGES �WIREWAY. RISER RISER RISER RISER RISER NOTE 1 NOTE 1 NOTE 1 NOTE 1 NOTE 1 EXISTING (3)3'C-3 #350 MCM�s-------� -- ram_ - J IN EACH EXISTING I EXISTING I L _j7 EXISTINGI I PANEL PANEL PANEL PANEL PANEL Z� 2800 JI 1 PANEL EXISTING j IL 1J C.T. METER IIII _ LOCATED AT 2125 2125 2125 2125 2125 I 800 I H I 1 'MDP' IIII i SERVICE. A5 A4 A2' Al I MAIN 3 1 F IJ MAIN 21 F� 1 MAIN 1 1 1 1 1 1 OF 3 i L P L OF 3 L J1 OF 3 IIII j 2 1/YO-3 j4/0 2 1/2'C-3 /4/0 T2 1/2b-3 /0 T2 1/2'C-3 /I/0 2 1/YC-3 0/0 2 1/fC-3 jl/0 W/O GNDW/6 GND WA pq W/E GND W/O GND W/11 GND `---�J I `� III IIII EXISTING 1 1/4"C TtC�G /I 2'C-3 jl 2'C-3 p 2'C-3 jl 2'C-3 /1 #3/0 1 11 1 1 1 1 1 1 1 eND W/6 GND W/t GND W/O GND W/6 GND N dSCONNECT 2LOC rC TO---1-------J I 11111 I I I I #4 Cu µ Cu /4 Cu %4 Cu /4 CuEASTING Cu I IIIIII I I I I TYPICAL, IIIIII I I I 1 111111 i i i i I I I I 1 1 I 111111 IL L ---------------------------------------------- II L---------------------------------------------------------------------==:-'JI l L_---- ------------------------------------------------------------------------------ L - - - - - -------------------------------------------------------------------------------------------------------------------J L- - - - - - - - - - - - - - - - - - - - - - --- --------------------------------------------------------------------------------------------------------------------�I RIM NOTM I _1_ 1. THE NOTED DEVICE IS A SURGE GND PER NEC. GND PER NEC. GND PER NEC. GND PER NEC. GND PER NEC. PROTECTIVE DEVICE EQUAL TO EXISTING GND SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL ASCO #425-12OS-P10AWSJ ELECTRICAL SERVICE RISER DIAGRAM 3(-ALE: NITS III L — — — —- IIII L11L---�____ EXISTING (4)4"C-3 #750 MCM IN EACH EXISTING 1 PAD MTD XFMFR ti. LUCIE I III I -------------J IIII BO( IIII _-___- j JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 TEL (561)309-9017 EMAIL: david_jones-conde®bellsouth.net Ow pos Po U Lo }� VJ T '� N (D w� 0 co + ()coIt (D co w a Lj- 0000 � C) CD z O T- � }I U U) V/ N Q cc o - ~, Q Q U 00 L" Q U O Do O N O L. U J Q Z O > Z m � �^ M _O � U) CIO icy 'z v) C i `ui \ O LL IL !!_�� V = ly 0) J �— -O i 0) LL Z � O E Q cz u- O 'VJ ' ^ VJ 2 PROJECT # 17-093.03 DATE 8-27-2019 AF6 # DATE 0 T- SHEET# E-2.1 COPYRIGHT 2018 I/z" • B DR( W #1 W I KITCHEN CAR PORT I V+ W I I INC IN6 WATER sERVIGE. SEE 61VL DRAWIN65. I I f \BEDROOM l e lyr-� -- -- �r---------------------- ACCESSIBLE COTTAGE WATER PIPING FLO R PLAN SCALE: 1 /4" = V-0" CAR PORT D KITCHEN 4„ l„ Alm GONNEOT TO SANITARY WEf 6111D. FIELD VERIFY EIAG LOCATION & INVERT PRIOR TO MOINNIN6 WORK. F , ",BEDROOM EJ o ACCESSIBLE COTTAGE PLUMBING FLOOR PLAN SCALE:1/4" = V-0` W REVIE149 CODE ColQ ST. LUC Fd RR W J m J JONES & CONDE, LLC (W 4440 PGA BOULEVARD � � �%PALM BEACH GARDENS, FL 33410 Lu & CERTIFICATE OF AUTHORIZATION #29763 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: TEL Q U Lo N uj co 0 CM + LL1 co (0 LL- 00 N O Q Z T U 0 C/) Er Q pE Q00 Lo U 00 L_ CU m Q o 0 d- N CO Ca U J a z O z cr- -�' m �, s W Cy) 7 C `� v J cz cz ��L//�' 70 > = Q o ` 0- Oc U - a) U_ z O Err Q czu- O= PROJECT # 17-093.03 DATE 8-27-2019 REV # FOR DATE L E FLOOR PLAN 01-23-2020 0 SHEET # P,4-1.1 y COPYRIGHT 2018 1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2.PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3.ALL MATERIALS SHALL BE NEW. 4.REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5.PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 6.DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING AND EQUIPMENT. TALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. EINERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 9.ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE 1" HARD DRAWN COPPER WITH CAST BRASS OR WROUGHT COPPER FITTINGS & NO LEAD SOLDER. BELOW GRADE DOMESTIC WATER PIPE SHALL BE TYPE 'K' COPPER. PIPES PASSING THRU THE SLAB, BEAMS, OR BLOCK WALLS SHALL BE PROTECTED FROM CORROSION PER FPC-305.1. PIPES PASSING THRU FOUNDATION WALLS SHALL BE PROTECTED PER FPC-305.5. 10.SOIL, WASTE, & VENT PIPING SHALL BE CAST IRON OR SOLID WALL SCH 40 PVC IF CODE PERMITS. 11.NOT USED. 12.DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 13.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD 14.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 15.ALL CONDENSATE DRAIN PIPING SHALLBE SCH 40 PVC. 16.TEST DOMESTIC WATER TO HYDROSTATIC PRESSURE OF 100 PSI AND REMAIN LEAK FREE FOR 24 HOURS.PROVIDE ALL NECESSARY TEST EQUIPMENT. PERFORM TEST IN PRESENCE OF OWNER'S REPRESENTATIVE. ENTER TEST RESULTS IN GENERAL CONTRACTOR JOB LOG.STERILIZE WATER PIPING WITH SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE AND ALLOW TO REMAIN IN SYSTEM FOR A PERIOD OF EIGHT (24)HOURS. FLUSH SYSTEM AFTER STERILIZATION. ALL COST FOR STERILIZATION AND EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR. 17.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 18. THE DESIGN & INSTALLATION OF THE PLUMBING SYSTEM & ALL APPURTEN- ANCES SHALL COMPLY STRICTLY WITH THE APPLICABLE PROVISIONS OF THE FLORIDA BUILDING PLUMBING CODE, 2017, 6TH EDITION. siondry Fllght> In d I ��I ..,.. .. � I�f `CE�NINr� oTT €= ORC01TAGES II °I''A'r'"AI[ nhl ^ SPECK "I'' n0176�i REVISED: s 90-13 GT ROOM FIXTURE S(HEDULE- PL&15t1MNIG _ - OQ E}ARG`A... . •. EI URE NONIi FA I URI �! OCATION/R Ar R S KITCHEN All kitchen faucets are to be decided by Mr & Mrs. Maas. Refer to photos of faucets in silver toned brushed nickel. Note chrome fixtures are half the cost. Moen fixtures PL-1 have a life -time warranty MORGAN BROS. 6 COTTAGE KITCHENS. 6 FAUCETS 896172 SINK, G18165 MOEN 18 GAUGE STAINLESS 5 COTTAGE KITCHEN SINKS. NOT HAITI PL-2 SINGLE D UDMT SINK 301N X 18 IN X 91N - SINGLE BOWL. MORGAN BROS. (ADA) 967995 SINK G18161 MOEN 18 GA UM SS SINK SINGLE D 30X18X6 RDC 31-1/4 IN X 181N X 61N STAINLESS. SINGLE P-3 BOWL MORGAN BROS. HAITI ADA COTTAGE KITCHEN P-4 SS440 SNAP-TITE STAINLESS STEEL BASKET STRAINER MORGAN BROS. HAITI ADA COTTAGE ONLY -NO GARBAGE DISPOSA 73134H IN SINK-ERATOR BADGER 5 HP DISPOSAL, 1/2 HP P-5 LESS CORD, # WDEV26952-2YR. MORGAN BROS. 5 COTTAGE KITCHENS. NOT HAITI BATHROOMS 5 MASTER BATHRMS: 2 EA. Bathroom Faucets are to be selected by Mr. and Mrs. 5 GUEST BATHRMS: 2 EA. Maas. Refer to photos of faucets in silver toned brushed- ADA MASTER 2; GUEST BATH RM. 1. PL-6 nickel. MORGAN BROS. TOTAL: 23 BATHROOM FAUCETS 909500. 62300 MOEN RGHIN M-PACT POSI 1H TS IPS BK BILK PACK POST -TEMP R 1/2 IN IPS CONNECTION PL-7 PRESSURE BALANCIN G VALVE. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 909458. T2131BN MOEN TRIM EVA 1 H TS PO51 VLV PL-8 ONLYBN POST-TEMPR VALVE TRIM. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 All shower heads and fixtures are to be decided by Mr. and Mrs. Maas. Refer to photos in silver -toned brushed PL-9 nickel. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 the Drop ELL will be decided by Mr. and Mrs. Maas. In PL-10 brushed nickel. Refer to photos. MORGAN BROS. ALL COTTAGE BATHROOMS: 12 909404. 2210-0 KOHLER CAXTON UNDERCOUNTER LAVATORY SINK UNDERMOUNT WITH OVERFLOW. 171N PL-11 X 141N. X 7-1/2 W/CLAMP ADA WHITE. MORGAN BROS. ALL COTTAGE 23 LAVATORY SINKS. 819652. GSE21128 GERBER MAXWELL ELONGATED TOILET BOWL, ERGOHEIGHT. 121N ROUGH -IN ** SE OR PL-12 DUAL FLUSH ** ADA WHITE 12 R 1& 1.6 MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 846931. 0028170 GERBER MAXWELL TOILET TANK. PL-13 1.6/GFT 121N ROUGH -IN WHITE (30) MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 909890, 4774-0 KOHLER BREVIA ELONGATED TOILET SEAT CLOSED FRONT W/COVER SOLID PLASTIC W/ Q2 PL-14 ADVANTGAGE QUICK RELEASE WHITE, MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 pro CONW_C,T TO SANITARY SEWER STIR. FIELD VERIFY EXACT LOCATION & INVERT PRIOR TO PE61NNIN6 WORK ACCESSIBLE COTTAGE SANITARY ISOMETRIC DIAGRAM nts / $ 0RP wnITE E9aPsb /;% AO PAL TANK W/OL& MneNlf, NON-gMLIrANFaU5 ORATION SHOHM t2O/2AOJ,Fh, 4.6KW. PROvwE wlm 4, j•/ 2" DEEP DRAIN PAN & DRAIN VALVE 2 I/2 PAL ./j ' i DFAN51ON TANK A 1l i PALL VALVE V4" I" INCCMIN6 ' WATER SERVICE tl2. I/2" ` J I C b1aY )� nr� ire 9/4"�.\, LAYI LAY 0 ; WATER HAMMER ARRESTOR 1 AJRN #PO OR EQUIVALENT. tsr 7 / SHALL CONFORM TO ASM wo & MANWACTLRERS LITERATUiE kA MUSr AL.111W RJ617A1IATION IN Eft rN 6TW WALL WITH NO ACCE6. TYPICAL TO REF I j ACCESSIBLE COTTAGE WATER ISOMETRIC DIAGRAM nts REVIEWED FOR CODE COMPLIANT ST. LUCIE/+C�+OUNI BOCC j JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david-jones-Conde®bellsouth.net W pffis U LO C r '� CV W H 00 0 co + W CM "t CD LL 00 N O Q ()T z ( }, 0 CID Cn O V/ CU Q Cr CD zU O L DO .Q O O L U J a z O I� > Z z' m L Z M 70 � = Q OLL 0 _ M J - NLL Z 0 i--, a Cz LL O W VCJ G PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE FLOOR PLAN 01-23-2020 SHEET # F'-2,1,.. COPYRIGHT 2018 —LIFE SAFETY WARNING his syrnbot fderitPfles Life Safety Warnings that 1 should be read and given speclal attention to all persons installing Inuteseds, SPACING NOTE All trusses are to be set 2,-fl" on center except as noted. MULTIPLE PLY TRUSSES MUST RE FASTENED G i TOGETHER PER ENGINEERING BEFORE LNG. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY, l e - 7 a WrrH SPANS LONGEIR THAN 30' PY THE PEAK. CONSULT SECS! 3C'Sp natJos a sirvo or Bar 60 degrees torlags 7'ayA ups +'Arvr., Gros 7,So 3eF=sv 'i�1ea� 1^�eP lWm. "foe ro 0041 .. .. K Nam, rat "Oil .. fid11g0+1tuN" so M4 aaay a at aat@4 7=4 niud ba aai Ada Way 8 ar'ir.'d4 O#J� hnma Ma an awwla' yrartuu #" ror maoK TMON 4 on esarapda. Yap ausa > y awl math I"W iYf#31N aparatar 0a}a i1A{@p'41�8 HAY In4b1 OfHna arara(G dais VWa aNA H%Y:. All load bearing walls, headers, beams, & lintels must be In place at indicated height before trusses are installed. t AIR HANDLEROff` Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any rather A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C l Contractor, WARNING 1 The size of these trusses makes it necessary that they el set by a prcrfeeslclnaf bullder familiar with and experiences! In the problems and dangers of setting large aeon trusses, The builder and erector shoui-4 Consult with an engineer licensed In Florlda spaclaiizing In wood roof trusses about the safe erection of these trusses The engineer should be at the job site whert trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS 141iPRESENTS A HANGER HANclER SCHrMUGE USE HV520 POR 2XA, SUH46 FOR 4X2 exGEPT AS SHowN CARR'R, QkkArNe RAI 0 F•wyWIRFO1e KA6yaliaa k5i 1R1,18$ I TkUSF ICAMEO Thu$, npytMQ'tY?E1 $ m � 1 ' ' s Ptaaan rater to Stan dard Engynnaaring pecks a for paharai Rnstua den an Inskufiing hangers �tt $ k T i @� i .tea y V r SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: TYPICAL~ 4-03 In MIS I I I a Provide flat so iffit as shown on laps. 1 U$•p9 1 211 4 vt u Mw This ceiling should be at 10'-4" if possible. " s a ! } §Sad,lIce,Co Avn„ S,r:.• �,a� .,.�,, y" Our- {L 1 P, P FABRICATION AGREEMENT T S CA"MOT 1E ST TEh Lj'nr _ THIS A10'REa,1W I6 SIaME6 4 RE2IbRnga 'ha urc�raFgtYad n a'ad areas; T ow da h 916d nose ate wfih this NxO ;dogmaat dieI Itayawt, wialah Rr the Spit avill Par Ind ` 4tid 060:06,06 Of 010 suaiba, 2 Aul dimes,inkak� fro"#aMI how been verlyed be the Lmdafastel. 3 L#d'Oe W*M aabea ka MAdud by 0MIrltmd Mee to Girard Truax tshrha Msti tlpj $ at tlaNwry 0 had Owft no bxaa6'dwrilaa Al be Aimed. 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Shaa6hing by+adulter Ba#ani Creed CIO Sheathing by hulk or liloetat means Hatroht 16 auildIn0 Type Eneloaad Building Catagory li. Orion Rostrie8ive exposwa, Catagary CsOVION Tarr in vMth Scattered rabelraardono Mori f(ban Dosan 6 Confgtrns to Florida Suldng Code 271i I ROIL 'Rearairdag: peed Load C; B,-GOntlnwoup BracirK; I ifsnfy DESIGN CRPTER A shover i above wits Ole building department and your engineer, 0660 Criteria is the fespntssilalllly Of the Building Llssfgitier andfer Engineer of Record Chambers Truss Inc. Drawing Name, 76620 SCALE: 11411 = V..i " 33 total ft'lealas,, 10 unique designs Designer., RLC Reviewed by; RL Date: 01108120 R Ric DAVIS CONSTRUCTION DESCRIPTION: MISSIONARY FLIGHTS Page 1 at 1 CUSTOMER tNITALS aC� 7050 ILG