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A PLANS R3
DRAWING INDEX FLYNN RESIDENCE S1 A001 COVER SHEET A203 A202a ARCHITECTURAL BUILDING ELEVATIONS STRUCTURAL S2 LEVEL#1 PILING AND GRADE BEAM PLAN S3 A101 BUILDING ELEVATIONS A301 MAIN LEVEL #2 NOTED PLANA201a PERMIT SET 10.15.21LOWER LEVEL #1 REFLECTED CEILING PLAN A601 MISCELLANEOUS DETAILS ROOF FRAMING PLAN A300 UPPER LEVEL #3 NOTED PLAN ROOF PLAN A602 OVERALL SITE PLAN A804 MAIN LEVEL #2 REFLECTED CEILING PLAN S4 DETAILS & NOTESS5 DETAILS & SCHEDULES A801 TYPICAL WALL SECTIONS S6 LEVEL#2 SLAB PLAN A803 E202 E201 MAIN LEVEL #2 ELECTRICAL PLAN AND PANELS UPPER LEVEL #3 ELECTRICAL PLAN & RISER WINDOW & DOOR DETAILS MAIN LEVEL #2 DIMENSIONED PLANA201b A202b UPPER LEVEL #3 DIMENSIONED PLAN E200 LOWER LEVEL #1 ELECTRICAL PLAN & NOTES LEVEL#3 SLAB/LOWER ROOF PLAN LOWER LEVEL #1 NOTED PLANA200a A200b LOWER LEVEL #1 DIMENSIONED PLAN A600 UPPER LEVEL #3 REFLECTED CEILING PLAN BUILDING SECTIONS & PLUMBING RISERA304 A102 ENLARGED SITE PLAN BUILDING ELEVATIONSA302 BUILDING ELEVATIONSA303 E203 ELECTRICAL NOTES & RISER PLAN CONSTRUCTION NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FLORIDA 33444 TEL: 561.243.0799, FAX: 561.243.0299 CONTACT: CARLOS LINARES EMAIL: CARLOS@STOFFT.COM STRUCTURAL ENGINEER: AGSTEN ENGINEERING, INC. 3000 FLORIDA BLVD., #206 DELRAY BEACH, FLORIDA 33483 TEL: 561.272.5012, FAX: 561.243.6401 CONTACT: ROBERT AGSTEN,P.E. EMAIL: RAGSTEN3@COMCAST.NET DESIGN PARAMETERSABBREVIATIONS ABV. ACOUS. ADJ. AL. APPROX. BD. BLDG. BLK. BOT. CAB. CER. C.I. CLR. COL. CONC. CONN. CONT. CTSK. DECOR. DET. D.F. DIA. DIM. DN. D.S. DWG. EA. EL. ELEV. ELEC. EQ. EXH. EXP. EXT. EXIST. F.F. FLASH. FLUOR. FT. FTG. GA. GALV. GL. GR. GYP. H.B. ABOVE ACOUSTICAL ADJUSTABLE ALUMINUM APPROXIMATE BOARD BUILDING BLOCK BOTTOM CABINET CERAMIC CAST IRON CLEAR COLUMN CONCRETE CONNECTION CONTINUOUS COUNTERSUNK DECORATIVE DETAIL DOUGLAS FIR DIAMETER DIMENSION DOWN DOWN SPOUT DRAWING EACH ELEVATION ELEVATOR ELECTRICAL EQUAL EXHAUST EXPANSION EXTERIOR EXISTING FINISH FLOOR FLASHING FLUORESCENT FOOT/FEET FOOTING GAUGE GALVANIZED GLASS GRADE GYPSUM HOSE BIBB R.O. RWD. R.W.L. S.C. SCHED. SHT. SIM. SQ. SST. STD. STL. STOR. STRUCT. SUSP. SYM. T.C. TEL. T&G THK. T.O.C. T.O.FR. T.O.L. T.O.P. T.O.PL. TYP. U.O.N. VERT. VEST. V.G.D.F. W/ W/O W.C. WD. WDW. W.H. WSCT. WT. SYMB. & ° @ ℄ Ø # ROUGH OPENING REDWOOD RAIN WATER LEADER SOLID CORE SCHEDULE SHEET SIMILAR SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF CHIMNEY TOP OF FRAMING TOP OF LEDGER TOP OF PLATE TOP OF PLATE TYPICAL UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERTICAL GRAIN WITH WITHOUT WATER CLOSET WOOD WINDOW WATER HEATER WAINSCOT WEIGHT SYMBOLS AND ANGLE AT CENTER LINE DIAMETER OR ROUND POUND OR NUMBER H.C. HDWD. HDWE. HGT. HORIZ. I.D. INCAND. INSUL. INT. JT. LAM. LAV. LOC. MAX. MECH. MET. MFR. MIN. MISC. M.O. MTD. MUL. N.I.C. NO. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. PL. PLAS. PLYWD. PR. PRCST. P.T.D.F. PTN. Q.T. RAD. REINF. REQ. RM. HOLLOW CORE HARDWOOD HARDWARE HEIGHT HORIZONTAL INSIDE DIAMETER INCANDESCENT INSULATION INTERIOR JOINT LAMINATE LAVATORY LOCATION MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED MULLION NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE PLATE PLASTER PLYWOOD PAIR PRECAST PRESSURE TREATED PARTITION QUARRY TILE RADIUS REINFORCE REQUIRED ROOM COASTAL ENGINEER: Isiminger & Stubbs Engineering, Inc. 649 U.S. Hwy 1, Suite 9 North Palm Beach, FL 33408 TEL: 561.881.0003, FAX: 561.881.8123 CONTACT: Mark A. Powell, P.E. EMAIL: mpowell@coastal-engineers.com 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 A001 TRUSSES: A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO POURING OF FOUNDATION. B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PRE-FABRICATED HANGERS AS REQUIRED. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER TPI 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION ARCHITECT'S STATUS: A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CODES: A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2018). B. 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 IT'S ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. PERMITS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS JOB CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) CLEAN UP / REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT OF THE WORK. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. EARTH WORK: A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL BUILDING CODE 2020. CONCRETE: A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF ACI. 318-14. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT. C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. E. SAND: ASTM C-33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL SOILS REPORT. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-14) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 12") * BEAMS AND COLUMNS 1 1/2 " * FORMED CONCRETE BELOW GRADE 2" * UNFORMED BELOW GRADE 3" * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 12" CLEAR AT TOP (EXTERIOR) * BEAMS 1 1/2" CLEAR TO STIRRUPS * COLUMNS 1 1/2" CLEAR TO TIES C. REINFORCING MESH: ON-GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. STRUCTURAL STEEL: A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 15TH EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. ROUGH CARPENTRY: A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED BEAMS SHALL BE INSTALLED WITH CROWN DOWN. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS UNLESS OTHERWISE NOTED. D. ALL SUB-SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"s. E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT. G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES. H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. K. DRAFT-STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN ATTICS FOR AREAS OVER 3,000 S/F L. FIRE-BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. PLUMBING FIXTURES: A. ALL SHOWER HEADS SHALL HAVE ANTI-SCALDING PROTECTION SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. THERMAL MOISTURE PROTECTION: A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2020 ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND FLORIDA BUILDING CODE 2020. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. TIMBER A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: * FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST CONCRETE AND MASONRY. B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS. C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. DOORS AND WINDOWS: A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS THAN 13 8" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. C. DOORS , BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT-POUND IMPACT TEST D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II GLAZING PRODUCTS. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE THE FLOOR OF THE TUB OR SHOWER. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PER 2020 FBC-RESIDENTIAL, SECTION R310. G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY CODE. H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A DOOR THAT HAS A MIN. 29" CLEAR OPENING. HOWEVER, IF ONLY A TOILET ROOM IS PROVIDED AR GRADE LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 29 INCHES. PER 2020 FBC-RESIDENTIAL, SECTION R320.1.1. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A. PER 2020 FBC-RESIDENTIAL, TABLE R301.2(1), 'SUBJECT TO DAMAGE' FROM WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS 'VERY HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. CONCRETE UNIT MASONRY: A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT REINFORCING. C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 VERTICAL TO ALIGN WITH BLOCK CORE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST & 2ND FLOOR TIE BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. RESIDENTIAL CODE INFORMATION DESIGN PARAMETERS WIND LOADS AS PER FBC 2020 EDITION, CODE 6th EDITION AND ANSI/ASCE 7-16 WIND SPEED DESIGN: SHUTTERS: IMPACT RESISTANT ASSEMBLY: Kd FLOOR DEAD LOAD : SUPERIMPOSED FLOOR LIVE LOAD: CODE EDITION: BUILDING DESIGNED AS: INTERNAL PRESSURE COEFFICIENT BUILDING CATAGORY WIND EXPOSURE CLASSIFICATION: TOP CHORD DEAD LOAD: ROOF LIVE LOAD: BOT CHORD DEAD LOAD: COMPONENT & CLADDING IS A CONT. LOAD PATH PROVIDED MIN. SOIL BEARING PRESSURE: FLORIDA BUILDING CODE 2020, CODE 6th EDITION +-0.18 40 PSF 2,500 PSF YES YES YES NO 25 PSF 170 mph 30 PSF ENCLOSED, RIGID 0.85 10 PSF 15 PSF II C BUILDING CLASSIFICATION: TWO STORY SINGLE FAMILY RESIDENCE FBC 2020 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 504.4 CONSTRUCTION TYPE V-B THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14, 315-11, LRFD). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC LRFD 15th EDITION. BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-05/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2018, ASD, AF&PA). CODE EDITIONS: Florida Building Code (FBC) 2020 National Electrical Code (NEC) 2017 MEAN ROOF HEIGHT SEE ELEVATION THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS) RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2020 FBC RESIDENTIAL ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2020 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND SELF LATCHING. LATCH MECHANISM SHALL BE MOUNTED AT 54" A.F.F. (MIN). 3. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT.Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A001.dwg, 10/15/2021 8:32:38 PM 1.5"2"PAN 'A'PAN 'B'PAN 'P'6"6"6"6"6"6"4"6"SETBACK LINEPOURED REICONCRETE (TYP.)HB1A304 2A3042A3044.795.024.814.734.605.495.414.936.475.725.8 0S4.94 5.164.874.884.864.78 4.974.704.65 4.618.748.4411.0110.484.424.284.345.927 . 8 9 10.5310.5610.308.697.804.020.00 -0 .083.817.448.959.287.223.530.050.013.107.468.489.12 7 . 5 2 3.340.04-0 .033.377.158.769.587. 1 6 3.530.080.064.227.468.849.037.113.74 -0 .03 -0 .073.947.208.643.923.154.955.664.655.146.055.3750'-0"50'-0"ACCESS, UTILITY, DRAINAGE,LANDSCAPE AND WALL EASEMENTL=82.44'Δ=0°16'26"R=17238.75'CHB=N24°33'38"WCHL=82.44'28.52'164.92'81.17'60.15'10'-0"10'-0"5'-0"5'-0"15.36'10.91'31.52'166.02'15.54'11.36'82.29'61.39'LOT 17TWO STORY + GARAGESINGLE FAMILY HOUSECBS STRUCT.GARAGE (+7.47' NAVD)LOWER LEVEL(+9.47' NAVD)MAIN LEVEL (+21.97' NAVD)UPPER LEVEL (+35.97' NAVD)7'-6" SIDE SETBACK 7'-6" SIDE SETBACK 8'-10"20'-0"FRONT SETBACK122'-0" RES IDENCE 8'-8"40'-0"REAR SETBACK44'-4"TO REAR OF POOL35'-0"CONSERVATION EASEMENT5'-0" SETBACKPER S .L .CO132'-9" POOL & TERRACE79'-8"57'-6" 35'-2"38'-0"17'-10"32'-3"6"TO FLOOD L INEFROM DECK1'-10"TO FLOOD L INEFROM POOL80'-6"44'-5"21' -8 "24'-9"38'-5"19'-8"110-15-21PERMIT SET FLYNN RESIDENCE LOT 17- DIAMOND SANDS JENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED BY THIS DRAWING ARE OWNED BY, &THE PROPERTY OF THIS OFFICE. & WERE CREATED,EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTIONWITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS,DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY,OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATIONON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVEDRANDALL STOFFT ARCHITECTS P.A.Job No. 2102020PERMIT SETPA10-15-211CITY COMMENTS CML01.03.21A1011"=20'-0"OVERALL SITE PLAN1Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A101.dwg, 1/3/2022 5:16:23 PM PAN 'A'PAN 'B'PAN 'P'1'-2" 1'-4"HB 4.795.024.814.734.605.495.414.936.475.725.80S4.94 5.164.874.884.864.78 4.974.704.654.618.748.4411.0110.484.424.284.345.927.8910.5310.5610.303.923.154.955.664.655.146.055.3728.52'164.92'10'-0"10'-0"15.36'10.91'166.02'15.54'11.36'LOT 17TWO STORY + GARAGESINGLE FAMILY HOUSECBS STRUCT.GARAGE (+7.47' NAVD)LOWER LEVEL(+9.47' NAVD)MAIN LEVEL (+21.97' NAVD)UPPER LEVEL (+35.97' NAVD)7'-6" SIDE SETBACK 7'-6" SIDESETBACK 8'-10"20'-0"FRONT SETBACK122'-0" RES IDENCE 8'-8"40'-0"REAR SETBACK44'-4"TO REAR OF POOL35'-0"CONSERVATION EASEMENT5'-0" SETBACKPER S .L .CO132'-9" POOL & TERRACE79'-8"57'-6" 35'-2"38'-0"17'-10"32'-3"6"TO FLOOD L INEFROM DECK1'-10"TO FLOOD L INEFROM POOL80'-6"44'-5"21'-8"24'-9"38'-5"19'-8"16"6"SPADECKDECKBRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4 6"6"HB1A30410-15-21PERMIT SET FLYNN RESIDENCE LOT 17- DIAMOND SANDS JENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED BY THIS DRAWING ARE OWNED BY, &THE PROPERTY OF THIS OFFICE. & WERE CREATED,EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTIONWITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS,DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY,OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATIONON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVEDRANDALL STOFFT ARCHITECTS P.A.Job No. 2102020PERMIT SETPA10-15-211CITY COMMENTS CML01.03.21A1021/8"=1'-0"ENLARGED SITE PLAN1Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A102.dwg, 1/3/2022 5:19:07 PM OPEN ABOVE ELEVATOR 1.5" UP 2" POOL EQ 4" CONCRETE PAD WITH 8"X8" THICKEN EDGE W/ (1) #4 CONT. ALL AROUND & (1) LAYER WWM TYPICAL 4'-0"8'-0" POOL EQUIPMENT 101 PAN 'A'PAN 'B'PAN 'P' 4 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 3 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., COLUMN 6" 6" 6" CUCONDENSER 3 CUCONDENSER 4 CUCONDENSER 2 EXPOSED SLAB 103 UPC.H. UNFINISHED 9'-6" 111 GARAGE 1499 SF POOL ABOVE DECK ABOVE DECK ABOVE 104 LANDING C.H. UNFINISHED 9'-6" 112 110 6" 6" 6"4"4"8"WALL ABOVE ROOF ABOVE 20R@7" = 11.5' FLR. - FLR. WALL ABOVE ROOF OPENING ABOVE 22R @ 6.8"=12'-6" FLR-FLR. 6"CUCONDENSER 1 WALL ABOVE 102 6"LEVEL #1 FFE EL. 9.47' NAVD 7.47' NAVD 2" SLOPE 7.30' NAVD GARAGE LEVEL EL. 7.47' NAVD 7.64' NAVD OUTDOOR SHOWER/ DOG WASH SETBACK LINE POURED REINFORCED CONCRETE COLUMN (TYP.) NOTE: MOUNT EQUIPMENT ON THIS LEVEL TO STRUCTURAL COLUMNS, AND NON-FRANGIBLE WALLS (SEE SHEET A200a FOR FRANGIBLE WALL LEGEND). DUE TO THE 24 DEGREE ANGLE TO SHORE, ALL INTERIOR FRAME WALLS THIS LEVEL TO BE FRANGIBLE NOTES: THIS PROJECT IS DESIGNED IN COMPLIANCE WITH FBC 2020 7th EDITION SECTION R322 SEE WALL LEGEND FOR FRANGIBLE WALLS SEE DETAIL 14 ON SHEET A803 FOR INTERIOR FRANGIBLE WALL CONSTRUCTION DETAIL.HBHBHB1 A304 1 A304 2 A304 2 A304 SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL)SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) LEVEL #1 POOL AREA TOP OF SLAB EL. 9.14' NAVD 3 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 3 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 1 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS.,AHU 3AHU 2HW AHU 18 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 3 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 2 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 1 1 SAND SET PAVERS AT STEPS & LANDING 1 A/C AREA TABULATION A/C - 1ST FLOOR A/C - 2ND FLOOR A/C - 3RD FLOOR 420 SF 2479 SF 2316 SF 5214 SF NON A/C AREA TABULATION BEDROOM #2 TERRACE BEDROOM #3 TERRACE COVD. ENTRY COVERED SUNSET TERRACE GARAGE GUEST TERRACE LOUNGE TERRACE OUTDOOR LIVING AREA & DECK & POOL UNFINISHED UNFINISHED UNDER POOL 101 SF 98 SF 67 SF 266 SF 1578 SF 98 SF 192 SF 2219 SF 1426 SF 1781 SF 7825 SF LEVEL #1 WINDOW SCHEDULE Number WIDTH HEIGHT SIZE TYPE HEAD HT. EL.NOTES LEVEL #1 EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE Fire Rating NOTES LEVEL #1 INTERIOR DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE FIRE RATING NOTES FLOOD VENT CALCULATIONS GARAGE 1,499 S.F. VENT (as per manuf. specs.)200 S.F. TOTAL 8 VENTS MINIMUM = 1,600SF UNFINISHED UNDER POOL 1,781 S.F. VENT (as per manuf. specs.)200 S.F. TOTAL 9 VENTS MINIMUM = 1,800SF 1 2 CMU WALL 8"12" MAX.8X16 FLOOD VENT BY "SMART VENT" MODEL #1540-520 PROPOSED GRADE GARAGE FIN. FLOOR UNFINISHED AREA& LOBBY 1,844 S.F. VENT (as per manuf. specs.)200 S.F. TOTAL 10 VENTS MINIMUM = 2,000SF 3 1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1 CITY COMMENTS CML 01.03.21 A200a 1/4"=1'-0" LOWER LEVEL NOTED FLOOR PLAN 1 3/4"=1'-0" FLOOD VENT DETAIL2 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A200.dwg, 1/3/2022 5:33:29 PM OPEN ABOVE ELEVATOR 1.5" UP 2" POOL EQ 4" CONCRETE PAD WITH 8"X8" THICKEN EDGE W/ (1) #4 CONT. ALL AROUND & (1) LAYER WWM TYPICAL 4'-0"8'-0" POOL EQUIPMENT PAN 'A'PAN 'B'PAN 'P' 4 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 3 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., COLUMN 6" 6" 6" CUCONDENSER 3 CUCONDENSER 4 CUCONDENSER 2 EXPOSED SLAB UPC.H. UNFINISHED 9'-6" GARAGE 1499 SF POOL ABOVE DECK ABOVE DECK ABOVE LANDING C.H. UNFINISHED 9'-6" 6" 6" 6"4"4"4"WALL ABOVE ROOF ABOVE 20R@7" = 11.5' FLR. - FLR. WALL ABOVE ROOF OPENING ABOVE 22R @ 6.8"=12'-6" FLR-FLR. 6"CUCONDENSER 1 WALL ABOVE 4"LEVEL #1 FFE EL. 9.47' NAVD 7.47' NAVD 2" SLOPE 7.30' NAVD GARAGE LEVEL EL. 7.47' NAVD 7.64' NAVD OUTDOOR SHOWER/ DOG WASH 87'-4"20'-11" 108'-4" 15'-11"71'-5"57'-6"23'-4"17'-10"16'-4"2'-8"18'-0"2'-8"5'-4"12'-6"2'-4"6'-1"4'-1"5'-3"6'-0"5'-1"3'-0"3'-0"102'-4" 64'-6"37'-10" 19'-7"8"17'-7"3'-8"14'-8"5'-10"9'-1"9'-2"9'-3"9'-7"3'-3"57'-6"4'-4"53'-2"1'-4"72'-6" 8" 12'-5" 8" 31'-4"41'-2" 25'-6" 5'-4" 4" 19'-0" 4" 22'-6" 8" 18'-4" 8"57'-2"8" 8'-4" 1'-0" 1'-0" 5'-4"37'-6" 8" 8"8" 5" 8'-4"22'-6"26'-4" 1'-0" 5'-10"9'-2"4'-0" 2" 3'-10"11'-0"4'-0" 6'-8" 7'-4" 5'-4" POURED REINFORCED CONCRETE COLUMN (TYP.) NOTE: MOUNT EQUIPMENT ON THIS LEVEL TO STRUCTURAL COLUMNS, AND NON-FRANGIBLE WALLS (SEE SHEET A200a FOR FRANGIBLE WALL LEGEND). DUE TO THE 24 DEGREE ANGLE TO SHORE, ALL INTERIOR FRAME WALLS THIS LEVEL TO BE FRANGIBLE 4'-4"8"8"8"15'-0"21'-2"4"19'-8"8"8"8"3'-9"8"6'-0"8"3'-11"8"18'-0"8"4'-0"3'-8"10'-4"4'-0"2'-9"11'-3"1'-10"4'-0"4'-10"6"22'-0"8"8"4'-0"8"20'-4"20'-2"11'-4"4'-4"68.5°11 1 . 5 ° NOTES: THIS PROJECT IS DESIGNED IN COMPLIANCE WITH FBC 2020 7th EDITION SECTION R322 SEE WALL LEGEND FOR FRANGIBLE WALLS SEE DETAIL 14 ON SHEET A803 FOR INTERIOR FRANGIBLE WALL CONSTRUCTION DETAIL.HBHBHB8"8"8" SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) SHEAR WALL (SEE STRUCTURAL) LEVEL #1 POOL AREA TOP OF SLAB EL. 9.14' NAVD 4 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 3 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS., 1 FLOOD VENTS EA. VENT 200SF. AS PER MANUF. SPECS.,AHU 3AHU 2HW AHU 1CMU WALL 8"12" MAX.8X16 FLOOD VENT BY "SMART VENT" MODEL #1540-520 PROPOSED GRADE GARAGE FIN. FLOOR FLOOD VENT CALCULATIONS GARAGE 1,499 S.F. VENT (as per manuf. specs.)200 S.F. TOTAL 8 VENTS MINIMUM = 1,600SF UNFINISHED AREA 1,400 S.F. VENT (as per manuf. specs.)200 S.F. TOTAL 7 VENTS MINIMUM = 1,400SF 1 2 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" LOWER LEVEL #1 DIMENSIONED PLAN 1 A200b 3/4"=1'-0" FLOOD VENT DETAIL2 WALL LEGEND MASONRY WALL GROUT FILLED CELL IN MASONRY WALL POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL BREAKAWAY MASONRY WALL WALL ABV OR BELOW POTSHELF HEIGHT AS NOTED POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL NON-BEARING INSULATED WALL BREAKAWAY NON-BEARING WALL Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A200.dwg, 10/15/2021 3:22:41 PM 20-26 FRZR20-26 REF30" DBL OVEN BBQ OPEN ABOVE & BELOW ICEDRY WASHER DISHWASHERBAR 30" WINE 6" 105 6" 112 2"114 115 UP DN VENTLESS FIREPLACE 101 6"102 24R@7" = 14.0' FLR. - FLR. C.H. GUEST BEDROOM 12'-0" C.H. UTILITY 11'-6" ELEVATOR C.H. GUEST BATH 11'-6" C.H. CLUB/OFFICE 12'-0" C.H. LIVING ROOM 12'-0" C.H. COVERED SUNSET TERRACE 12'-0" C.H. PANTRY 11'-6" C.H. POWDER RM. 11'-6"SLOPED ROOFOPEN TO BELOW FLAT ROOFC.H. DINING ROOM 12'-0" C.H. KITCHEN 11'-6" C.H. CABANA 11'-6" 113 C.H. COVERED OUTDOOR LIVING 12'-0" SPA DECK DECK BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 104 6"UP 20RLANDING POOL (BY OTHERS) 110 WINE ROOM 116 6" 106 111 C.H. TERRACE 12'-0" 6" SUN SHELF PARAPETWALL ABOVE OPEN LOW WALL 20R@7" = 11.5' FLR. - FLR. 3RD LEVEL TERRACE ABOVE 3RD LEVEL TERRACE ABOVE 3RD LEVEL TERRACE ABOVE WALL ABOVE ROOF EDGE BELOWROOF EDGE BELOW 48" RANGE22R @ 6.8"=12'-6" FLR-FLR. LEVEL #2 FFE EL. 21.97' NAVD 103 WALL ABOVE HB 1 A304 1 A304 2 A304 2 A304 SETBACK LINE LEVEL #2 WINDOW SCHEDULE Number WIDTH HEIGHT SIZE TYPE HEAD HT. EL.TRSM.HT.NOTES LEVEL #2 EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE FIRE RATING NOTES LEVEL #2 INTERIOR DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE LOCATION FIRE RATING NOTES 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" MAIN LEVEL #2 NOTED FLOOR PLAN 1 A201a Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A201.dwg, 10/15/2021 8:55:53 PM 20-26 FRZR20-26 REF30" DBL OVEN OPEN ABOVE & BELOW ICEDRY WASHER DISHWASHERBAR 30" WINE UP DN VENTLESS FIREPLACE 24R@7" = 14.0' FLR. - FLR. C.H. GUEST BEDROOM 12'-0" C.H. UTILITY 11'-6" ELEVATOR C.H. GUEST BATH 11'-6" C.H. CLUB/OFFICE 12'-0" C.H. LIVING ROOM 12'-0" C.H. COVERED SUNSET TERRACE 12'-0" C.H. PANTRY 11'-6" C.H. POWDER RM. 11'-6"SLOPED ROOFOPEN TO BELOW FLAT ROOFC.H. DINING ROOM 12'-0" C.H. KITCHEN 11'-6" C.H. CABANA 11'-6" C.H. COVERED OUTDOOR LIVING 12'-0" SPA C.H. OUTDOOR LIVING AREA 14'-0" DECK DECK BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 UP 20RLANDING POOL (BY OTHERS) WINE ROOM C.H. TERRACE 12'-0" SUN SHELF PARAPETWALL ABOVE OPEN LOW WALL 20R@7" = 11.5' FLR. - FLR. 3RD LEVEL TERRACE ABOVE 3RD LEVEL TERRACE ABOVE 3RD LEVEL TERRACE ABOVE WALL ABOVE ROOF EDGE BELOWROOF EDGE BELOW 48" RANGE22R @ 6.8"=12'-6" FLR-FLR. LEVEL #2 FFE EL. 21.97' NAVD 114'-4" 80'-6"33'-10" 14'-8"65'-10" 45'-0"20'-10" 2'-0"4'-0"8'-8"15'-10"21'-4"7'-9"19'-10"1'-0"57'-6"7'-0"16'-4"17'-10"16'-4"4'-0"3'-0"1'-0"14'-4"1'-0"5'-4"12'-6"1'-0"15'-4"2'-7"3'-8"3'-8"3'-3"3'-3"3"3"9'-2"1'-4"1'-7"7'-6"8'-2"4'-8"2'-0" 5'-4" 7'-4"4'-0"2'-0"3"3"1'-10"114'-4" 12'-0"64'-6"37'-10" 16'-8" 13'-4" 3'-6"34'-10"9'-6"15'-2"8'-3"4'-0"10'-1" 5"57'-6"53'-2"4'-4"10'-0" 1'-0" 4'-0"11'-0"4'-0" 8'-6"6'-6"7'-6" 1'-0" 8'-4"6'-0" 4'-5"1'-7"6'-4"10'-0"7'-3"1'-7" 17'-4" 1'-0"2'-0"17'-0"2'-0"2'-6" 1'-0" 14'-2"5'-0"4'-0" 6"8"9'-10"10'-6"10'-1"10'-1"4'-8"5'-4"2'-0" 4" 5'-6" 4" 5'-0" 4" 15'-0" 1'-0" 2'-0"10'-2"2'-0"8"4'-0"5'-0"2'-0"13'-0"14'-4"2'-0"3'-0"14'-8"3'-0"5'-1"6'-7"5'-10"6'-6"5'-2"11'-0"8"8"15'-0"8"7'-8"12'-10"9'-0"7'-6" 4'-0"2'-0"1'-6"2'-0"17'-4"2'-0"11'-0"2'-0"2'-0" 13'-4"2'-0"2'-4"1'-4"4'-0"3'-8"10'-6"4"15'-0"4"WALL ABOVE 6'-8"4'-0"11'-0"4'-0"22'-6" 4'-4"20'-2"16'-4"4"8"4" 4" 3" 8'-4"7'-0"9'-6"18'-0"4"6'-4"6'-4"4"8'-10"21'-9"36'-5"33'-10"18'-8"8"8"11'-4"8"3"8"3"3"13'-5"8"5'-6"1'-6"6'-0"2'-4" 3'-2"5'-2" 1'-0"8"3'-0"16'-2"3'-0"18'-0"5'-0"9'-2"11'-5"4"8"15'-0"8"8"3"3'-8"4"3'-8"7'-4"3'-8"5'-0" 4" 7'-4"4"7'-0"4"7'-8"4"6'-8"12'-8"11'-0"4" 2'-0"7'-0"6'-0" 2'-4" 40'-2" 4" 4" 5'-6" 4" 6'-0" 1'-0"9'-10"6'-11"8" 12'-0" 4" 31'-0" 8'-0"3'-10"5'-0"4"6'-8"8"7'-6"7'-6"20'-4"20'-10"HB 6" 6" 6" SETBACK LINE 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" MAIN LEVEL #2 DIMENSIOND FLOOR PLAN 1 A201b WALL LEGEND MASONRY WALL GROUT FILLED CELL IN MASONRY WALL POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL BREAKAWAY MASONRY WALL WALL ABV OR BELOW POTSHELF HEIGHT AS NOTED POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL NON-BEARING INSULATED WALL BREAKAWAY NON-BEARING WALL Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A201.dwg, 10/15/2021 3:41:41 PM BENCH OPEN TO BELOW POOL ON 2ND LEVEL DECK BELOW DECK BELOW DECK BELOWCOFFEE BAR BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 DN 116 120 C.H. HER W.I.C. 10'-0" 118 117 111 113 112 C.H. W.I.C. 10'-0" TERRACE TERRACE 119 C.H. HIS W.I.C. 10'-0" 114 C.H. UTILITY 10'-0" C.H. MASTER BEDROOM 10'-6" C.H. BEDROOM #3 10'-6" C.H. LOUNGE 10'-6" C.H. BEDROOM #2 10'-6" 121 122 123 LINEN 6" 102 6" 104 1056" 103 24R@7" = 14.0' FLR. - FLR. C.H. MASTER BATH 10'-6" C.H. BATH #3 10'-0" C.H. BATH #2 10'-0" 110 2"C.H. TERRACE 10'-0" 6" 101 LINENLINENAHU 4 115 FRONT LOADSTACKEDWASH/DRYU.C. REF 6" 2"SLOPED ROOFSLOPED ROOFSLOPED ROOFSLOPED ROOF SLOPED ROOFSLOPED ROOF SLOPED ROOF LEVEL #3 EL. 35.97' NAVD ELEVATOR TO LIGHT SWITCH ON MAIN LEVEL 1 A304 1 A304 2 A304 2 A304 BALCONY RAILING BALCONY RAILING BALCONY RAILING SETBACK LINE LEVEL #3 WINDOW SCHEDULE Number WIDTH HEIGHT SIZE TYPE HEAD HT. EL.TRSM.HT.NOTES LEVEL #3 EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE Fire Rating NOTES TRANSOM-HEIGHT LEVEL #3 INTERIOR DOOR SCHEDULE Number -WIDTH HEIGHT SIZE TYPE LOCATION FIRE RATING NOTES A202a10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" UPPER LEVEL #3 NOTED FLOOR PLAN 1 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A202.dwg, 10/15/2021 8:55:27 PM BENCH OPEN TO BELOW POOL ON 2ND LEVEL DECK BELOW DECK BELOW DECK BELOWCOFFEE BAR BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 DN C.H. HER W.I.C. 10'-0" C.H. W.I.C. 10'-0" TERRACE TERRACE C.H. HIS W.I.C. 10'-0" C.H. UTILITY 10'-0" C.H. MASTER BEDROOM 10'-6" C.H. BEDROOM #3 10'-6" C.H. LOUNGE 10'-6" C.H. BEDROOM #2 10'-6" LINEN 24R@7" = 14.0' FLR. - FLR. C.H. MASTER BATH 10'-6" C.H. BATH #3 10'-0" C.H. BATH #2 10'-0" C.H. TERRACE 10'-0"LINENLINENAHU 4 FRONT LOADSTACKEDWASH/DRYU.C. REFSLOPED ROOFSLOPED ROOFSLOPED ROOFSLOPED ROOF SLOPED ROOFSLOPED ROOF SLOPED ROOF LEVEL #3 EL. 35.97' NAVD ELEVATOR 80'-6" 33'-10"46'-8" 2'-6"37'-0"7'-2"6'-2"21'-8"4'-0"2'-0"57'-6"7'-0"16'-4"18'-6"15'-8"1'-0"14'-4"1'-0"5'-4"13'-2"2'-7"3'-8"3'-8"3'-3"7'-6"7'-6"2'-0"4'-0"7'-4" 8"4"3"3"8"8"5'-4"5'-4"13'-4"2'-4"79'-8" 33'-0"28'-0"18'-8" 26'-10"6'-2"21'-0"4'-6"6'-0"6'-0"4'-6"57'-6"20'-2"16'-4"5'-4" 4" 34'-0" 1'-0" 7'-4"16'-0"2'-6"10'-7"9'-7"2'-1"16'-9"6'-2"8'-2"8'-2"25'-10" 25'-0" 9'-6"8"15'-0"8"8" 8'-10" 4" 16'-0" 1'-0" 5'-3"3'-2"5'-0"8'-2"4"2'-0"4"4'-2"8"2'-0"2'-0"2'-0"2'-0"11'-0"9'-2"4'-2"10'-10"16'-0" 12'-0"18'-2"4"8"7'-4"4"14'-4"8"8'-8"5'-6"4'-0"4'-0"11'-0"3'-10" 2"4'-0"2'-9"6'-5"5'-0"1'-0" 15'-0"19'-0" 2'-4"2'-0"2'-0"2'-0"15'-0" 8"13'-0" 4" 13'-0" 4" 18'-4" 1'-0"8"19'-8"8"2'-0"15'-8"2'-0"2'-0"14'-4"2'-0"8'-10"4"10'-6"8"1'-0" 17'-8" 4" 5'-4" 4" 18'-8" 4" 29'-10" 5'-10"7'-4"8"4'-10"6"8"15'-0"2'-0"11'-0"2'-0"2'-0"13'-8" 4" 5'-4"6'-2" 4" 3'-10" 4" 8'-0" 4" 4'-0" 4" 2'-0"4"5'-2"9'-10"4'-10"3'-6"4'-4"4"2'-8"4"9'-2"4"4'-10"1'-10" 4'-3"4'-6"4'-3"4'-3"4"2'-8"3'-7"2'-0"1'-6"1'-6"1'-6"1'-6"A202b10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" UPPER LEVEL #3 DIMENSIOND FLOOR PLAN 1 WALL LEGEND MASONRY WALL GROUT FILLED CELL IN MASONRY WALL POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL BREAKAWAY MASONRY WALL WALL ABV OR BELOW POTSHELF HEIGHT AS NOTED POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL NON-BEARING INSULATED WALL BREAKAWAY NON-BEARING WALL Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A202.dwg, 10/15/2021 4:12:41 PM 1 A303 1 A303 2 A303 2 A303 SETBACK LINE 4 : 124 : 12 EDGE OF EAVE EDGE OF EAVEEDGE OF EAVE 1 4"/FT.4 : 124 : 12 4 : 12 4 : 12 4 : 124 : 124 : 12 4 : 124 : 12LOW PITCHED ROOF 4 : 124 : 12 4 : 124 : 124 : 12SLOPPED ROOFSLOPPED ROOF4 : 124 : 124 : 12 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6" BUILT-UP ROOF CRICKET (BY GC) BUILT-UP ROOF CRICKET (BY GC) BUILT-UP ROOF CRICKET (BY GC)2'-6"2'-6" 2'-6" 2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"A20310-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" ROOF PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A203.dwg, 10/15/2021 4:25:11 PM EL. 0'-0" (DATUM +9.47' NAVD) LOWER LEVEL (DESIGN FLOOD ELEV.) EL.+12'6" A.F.F. (+21.97' NAVD) MAIN LEVEL EL.+26'6" A.F.F.(+35.97' NAVD) UPPER LEVEL EL.+37'6" A.F.F.(+46.97' NAVD) T.O.BEAM 14'-0"12'-6"11'-0"EL. -2'-0" (+7.47' NAVD) GARAGE EL.+7'6" A.F.F.(+16.97' NAVD) LOWEST HORIZONTAL STRUCT. EL.+39'-9" A.F.F.(+49.22' NAVD) MEAN ROOF HT. ABOVE L.H.S.32'-3"10'-0"6"6"6"2'-6"2'-6" 2'-6"2'-6" 2'-6"2'-6"11'-0"2'-6" 2'-6"10'-0"9'-0"EL.+12'0" A.F.F T.O. BEAM 10'-0"EL.+4'6" A.F.F.(+13.97' NAVD) BOT. OF POOL SHELL 1A3041A304(TYP)4 12 031 (TYP)4 12 6'-0"(TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 031 031 (TYP)4 12 036 042 042032037039039033 033 034 042 042 034 035035 035 035 035 036 035 034 034 MATERIALS & PROFILES 031 5V CRIMP METAL ROOF, TYP. 032 IMPACT RATED ENTRY DOOR 033 PORCELAIN WALL CLADDING 034 METAL CLAD IMPACT RATED DOORS & WINDOWS. 035 EXTERIOR WALL W/ SMOOTH STUCCO FINISH (TYP.) 036 36"H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE) 037 IMPACT RATED GARAGE WOOD DOOR- STAINED 038 IMPACT RATED DOOR 039 WALL MOUNTED LIGHT SCONCE 040 NOT USED 041 NOT USED 042 ALUMINUM ARCHITECTURAL LOUVER FIN (COLOR) 043 ACCU 044 FLOOD VENTS (SEE SHEET A200b FOR DETAILS) BENJAMIN MOORE: OC-65 CHANTILLY LACE POMPEII STUCCO PAINT FRONT ENTRY, GARAGE DOOR, RAILING AND FINS WHITE WINDOW AND DOORS METAL ROOF EQUAL TO COLOR (BUCKSKIN) METAL ROOF SILVER TRAVATINE WALL CLADDING A30010-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 3/16"=1'-0" FRONT WEST ELEVATION1 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A300-A303.dwg, 10/15/2021 6:05:12 PM EL. 0'-0" (DATUM +9.47' NAVD) LOWER LEVEL (DESIGN FLOOD ELEV.) EL.+12'6" A.F.F. (+21.97' NAVD) MAIN LEVEL EL.+26'6" A.F.F.(+35.97' NAVD) UPPER LEVEL EL.+37'6" A.F.F.(+46.97' NAVD) T.O.BEAM 14'-0"12'-6"11'-0"EL. -2'-0" (+7.47' NAVD) GARAGE EL.+7'6" A.F.F.(+16.97' NAVD) LOWEST HORIZONTAL STRUCT. EL.+39'-9" A.F.F.(+49.22' NAVD) MEAN ROOF HT. ABOVE L.H.S.32'-3"EL.+4'6" A.F.F.(+13.97' NAVD) BOT. OF POOL SHELL BrassBrassFaucetsStillnessK-T948-4 11'-0"10'-0"2'-6"2'-6"2'-6"2'-6" POOL 1A3041A304031 033 (TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 036 034 036 036 035 035 035 035 035 035 034 034 044044 1 1 MATERIALS & PROFILES 031 5V CRIMP METAL ROOF, TYP. 032 IMPACT RATED ENTRY DOOR 033 PORCELAIN WALL CLADDING 034 METAL CLAD IMPACT RATED DOORS & WINDOWS. 035 EXTERIOR WALL W/ SMOOTH STUCCO FINISH (TYP.) 036 36"H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE) 037 IMPACT RATED GARAGE WOOD DOOR- STAINED 038 IMPACT RATED DOOR 039 WALL MOUNTED LIGHT SCONCE 040 NOT USED 041 NOT USED 042 ALUMINUM ARCHITECTURAL LOUVER FIN (COLOR) 043 ACCU 044 FLOOD VENTS (SEE SHEET A200b FOR DETAILS) A30110-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1 CITY COMMENTS CML 01.03.21 1/4"=1'-0" REAR EAST ELEVATION1 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A300-A304.dwg, 1/3/2022 5:25:49 PM EL. 0'-0" (DATUM +9.47' NAVD) LOWER LEVEL (DESIGN FLOOD ELEV.) EL.+12'6" A.F.F. (+21.97' NAVD) MAIN LEVEL EL.+26'6" A.F.F.(+35.97' NAVD) UPPER LEVEL EL.+37'6" A.F.F.(+46.97' NAVD) T.O.BEAM 14'-0"12'-6"11'-0"EL. -2'-0" (+7.47' NAVD) GARAGE EL.+7'6" A.F.F.(+16.97' NAVD) LOWEST HORIZONTAL STRUCT. EL.+39'-9" A.F.F.(+49.22' NAVD) MEAN ROOF HT. ABOVE L.H.S.32'-3"9'-0"8'-4"2'-6" 2'-6"2'-6"6"2'-6"6"6"9'-0"EL.+4'6" A.F.F.(+13.97' NAVD) BOT. OF POOL SHELL POOL 044 031 (TYP)4 12 (TYP)4 12 (TYP)4 12 031 034 (TYP)4 12 034 044 036 035 036 034 035 036 035 033 035 2 A304 2 A304 MATERIALS & PROFILES 031 5V CRIMP METAL ROOF, TYP. 032 IMPACT RATED ENTRY DOOR 033 PORCELAIN WALL CLADDING 034 METAL CLAD IMPACT RATED DOORS & WINDOWS. 035 EXTERIOR WALL W/ SMOOTH STUCCO FINISH (TYP.) 036 36"H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE) 037 IMPACT RATED GARAGE WOOD DOOR- STAINED 038 IMPACT RATED DOOR 039 WALL MOUNTED LIGHT SCONCE 040 NOT USED 041 NOT USED 042 ALUMINUM ARCHITECTURAL LOUVER FIN (COLOR) 043 ACCU 044 FLOOD VENTS (SEE SHEET A200b FOR DETAILS) A30210-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1/4"=1'-0" LEFT SIDE NORTH ELEVATION1 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A300-A303.dwg, 10/15/2021 5:51:58 PM EL. 0'-0" (DATUM +9.47' NAVD) LOWER LEVEL (DESIGN FLOOD ELEV.) EL.+12'6" A.F.F. (+21.97' NAVD) MAIN LEVEL EL.+26'6" A.F.F.(+35.97' NAVD) UPPER LEVEL EL.+37'6" A.F.F.(+46.97' NAVD) T.O.BEAM 14'-0"12'-6"11'-0"EL. -2'-0" (+7.47' NAVD) GARAGE EL.+7'6" A.F.F.(+16.97' NAVD) LOWEST HORIZONTAL STRUCT. EL.+39'-9" A.F.F.(+49.22' NAVD) MEAN ROOF HT. ABOVE L.H.S.32'-3"9'-0"2'-6" 2'-6"2'-6"2'-6"6"2'-6"6"6"6"9'-0"6'-0"EL.+4'6" A.F.F.(+13.97' NAVD) BOT. OF POOL SHELL 8'-0"POOL (TYP)4 12 034 033 038035 031 031 043 036 036 035 036 036 036 035 035 042 (TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 6" 2 A304 2 A304 044 1 1 MATERIALS & PROFILES 031 5V CRIMP METAL ROOF, TYP. 032 IMPACT RATED ENTRY DOOR 033 PORCELAIN WALL CLADDING 034 METAL CLAD IMPACT RATED DOORS & WINDOWS. 035 EXTERIOR WALL W/ SMOOTH STUCCO FINISH (TYP.) 036 36"H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE) 037 IMPACT RATED GARAGE WOOD DOOR- STAINED 038 IMPACT RATED DOOR 039 WALL MOUNTED LIGHT SCONCE 040 NOT USED 041 NOT USED 042 ALUMINUM ARCHITECTURAL LOUVER FIN (COLOR) 043 ACCU 044 FLOOD VENTS (SEE SHEET A200b FOR DETAILS) A30310-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1 CITY COMMENTS CML 01.03.21 3/16"=1'-0" RIGHT SIDE SOUTH ELEVATION1 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A300-A304.dwg, 1/3/2022 5:24:40 PM GARAGE FOYER UNFINISHED LIVING ROOM BEYOND10'-0"ATTIC 12'-0"CLOSET EL. 0'-0" (DATUM +9.47' NAVD) LOWER LEVEL (DESIGN FLOOD ELEV.) EL.+12'6" A.F.F. (+21.97' NAVD) MAIN LEVEL EL.+26'6" A.F.F.(+35.97' NAVD) UPPER LEVEL EL.+37'6" A.F.F.(+46.97' NAVD) T.O.BEAM 14'-0"12'-6"11'-0"EL. -2'-0" (+7.47' NAVD) GARAGE EL.+7'6" A.F.F.(+16.97' NAVD) LOWEST HORIZONTAL STRUCT. EL.+39'-9" A.F.F.(+49.22' NAVD) MEAN ROOF HT. ABOVE L.H.S.32'-3"EL.+4'6" A.F.F.(+13.97' NAVD) BOT. OF POOL SHELL 2'-6"2'-6"11'-6"9'-6"12'-0"6"10'-0"10'-6"UTILITY HALL BEDROOM #3 LOUNGE BEYOND (TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 (TYP)4 12 EL. 0'-0" (DATUM +9.47' NAVD) LOWER LEVEL (DESIGN FLOOD ELEV.) EL.+12'6" A.F.F. (+21.97' NAVD) MAIN LEVEL EL.+26'6" A.F.F.(+35.97' NAVD) UPPER LEVEL EL.+37'6" A.F.F.(+46.97' NAVD) T.O.BEAM 14'-0"12'-6"11'-0"EL. -2'-0" (+7.47' NAVD) GARAGE EL.+7'6" A.F.F.(+16.97' NAVD) LOWEST HORIZONTAL STRUCT. EL.+39'-9" A.F.F.(+49.22' NAVD) MEAN ROOF HT. ABOVE L.H.S.32'-3"EL.+4'6" A.F.F.(+13.97' NAVD) BOT. OF POOL SHELL6"2'-6"2'-6"6"10'-6"ATTIC LIVING ROOM UNFINISHED UNFINISHED POOL EQUIPMENT AREA LOUNGE TERRACE ENTRY POOL STAIRWAY 12'-0"10'-0"11'-6"9'-6"10'-0"EL.+37'8" A.F.F.(+47.14' NAVD) TOP OF BEAM @ FRONT & REAR BEAM (TYP)4 12 (TYP)4 12 (TYP)4 12 2" STUDOR VENT DW CO DBL SINK SHWR WC 2" V.T.r. LAV CO SHWRWC 2" V.T.r. LAV CO 2" V.T.r. TUB 3" V.T.r. WC 2" V.T.r. LAV CO WC WC WC 2" V.T.r.3" DOWN FROM2ND FLOOR3" DOWN FROM2ND FLOOR3" DOWN FROM2ND FLOOR2 WAY SURFACE C.O CONNECT TO MAIN SANITARY LINE SHWR 2" V.T.r. LAV CO 3" 4" 4" 4" 3" 3" 2" 3" 3" 3" 2" 3" 3" 3" V.T.r. 2" CO WM 2" STUDOR VENT LAV CO GUEST BATH MASTER BATH BATH #3 MAIN LEVEL UPPER LEVEL UTILITY ROOM LOWER LEVEL WC WC 2" V.T.r. SHWR 2" V.T.r. LAV CO 2" 3" 3" GUEST BATH 2" STUDOR VENT SINK CO 2" TUB 1.ALL WATER CLOSETS, LAVATORIES, SHOWER HEADS, URINALS AND SINKS AS PER CODE. 2.ALL BATH FLOORS AND BASE SHALL BE OF IMPERVIOUS MATERIALS 3.STORM WATER TO BE DISPOSED OF AS PER CODE 4.COMPLY WITH 2020 FLORIDA RESIDENTIAL BUILDING CODE AND ALL OTHER LOCAL CODES IN EFFECT. 5.COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 6.PROVIDE A MINIMUM PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES AND SEWER LINES. 7.PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS. 8.A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF SUCH AND OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH OPENING. 9.VERIFY LOCATION, SIZE, ELEVATION, AND ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSRUCTION. 1 A30410-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 1 CITY COMMENTS CML 01.03.21 3/16"=1'-0" BUILDING SECTION1 3/16"=1'-0" BUILDING SECTION2N.T.S. SANITARY ISOMETRIC3 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A300-A304.dwg, 1/5/2022 3:57:21 PM OPEN ABOVE ELEVATOR PAN 'A'PAN 'B'PAN 'P' C.H. UNFINISHED 9'-6" GARAGE 1499 SF C.H. UNFINISHED 9'-6" L3 L4 L1 L3 L4 L4 L1 L1 L4L4 POURED REINFORCED CONCRETE COLUMN (TYP.) NOTE: MOUNT EQUIPMENT ON THIS LEVEL TO STRUCTURAL COLUMNS, AND NON-FRANGIBLE WALLS (SEE SHEET A200a FOR FRANGIBLE WALL LEGEND). DUE TO THE 24 DEGREE ANGLE TO SHORE, ALL INTERIOR FRAME WALLS THIS LEVEL TO BE FRANGIBLE SYMBOL LEGEND 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET DOOR JAMB SWITCH ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C. CAT 5E DATA ,PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV A600 1/4"=1'-0" LOWER LEVEL #1 RCP1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A600.dwg, 10/15/2021 8:29:28 PM OPEN ABOVE & BELOW BAR UP DN VENTLESS FIREPLACE 24R@7" = 14.0' FLR. - FLR. C.H. GUEST BEDROOM 12'-0" C.H. UTILITY 11'-6" ELEVATOR C.H. GUEST BATH 11'-6" C.H. CLUB/OFFICE 12'-0" C.H. LIVING ROOM 12'-0" C.H. COVERED SUNSET TERRACE 12'-0" C.H. PANTRY 11'-6" C.H. POWDER RM. 11'-6"SLOPED ROOFOPEN TO BELOW FLAT ROOFC.H. DINING ROOM 12'-0" C.H. KITCHEN 11'-6" C.H. CABANA 11'-6" C.H. COVERED OUTDOOR LIVING 12'-0" SPA DECK DECK UP 20RLANDING POOL (BY OTHERS) WINE ROOM C.H. TERRACE 12'-0" SUN SHELF PARAPETWALL ABOVE OPEN LOW WALL 20R@7" = 11.5' FLR. - FLR. 3RD LEVEL TERRACE ABOVE 3RD LEVEL TERRACE ABOVE 3RD LEVEL TERRACE ABOVE WALL ABOVE ROOF EDGE BELOWROOF EDGE BELOW 22R @ 6.8"=12'-6" FLR-FLR. L5 L2 L1 L1 L1L1 L2 L1 L1 L1 L1 L1 L1 L1 L1L1L1 L1 L1 L2L2L2L2L2L1 L1 L1L1 L1 L5L5 L5 L5 L5 L5 L5 L5 L1 L1 L1 L1 L1 L1 L1L1L1L1 L1 L1 L1 L1 L1 L1 L1 LEVEL #2 FFE EL. 21.97' NAVD 6" WALL ABOVE EXFEXFTO LIGHT ON STAIRS EXF6" 6" 6" 2'-0"4'-0"2'-0" 13'-0"2'-0"5'-0"3'-0"3'-0" 3'-0"3'-0"2'-0"2'-0"2'-0"2'-0" 2'-0"2'-0"2'-0"2'-0"1'-4"2'-8"6'-8"5'-6"14'-10"1'-4"4'-0"11'-0"4'-0"5'-0"9'-2"4'-0"SYMBOL LEGEND 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET DOOR JAMB SWITCH ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C. CAT 5E DATA ,PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV A601 1/4"=1'-0" MAIN LEVEL #2 RCP1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A601.dwg, 10/15/2021 7:15:24 PM BENCH OPEN TO BELOW COFFEE BAR C.H. HER W.I.C. 10'-0" C.H. W.I.C. 10'-0" TERRACE TERRACE C.H. HIS W.I.C. 10'-0" C.H. UTILITY 10'-0" C.H. MASTER BEDROOM 10'-6" C.H. BEDROOM #3 10'-6" C.H. LOUNGE 10'-6" C.H. BEDROOM #2 10'-6" C.H. MASTER BATH 10'-6" C.H. BATH #3 10'-0" C.H. BATH #2 10'-0" C.H. TERRACE 10'-0"FRONT LOADSTACKEDWASH/DRYU.C. REF ELEVATOR EXF EXF TO LIGHT SWITCH ON MAIN LEVEL EXF 6" 6" 6" 6" 6" 6"2'-0"2'-0"2'-0"2'-0" 2'-0" 2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0" 2'-0"2'-0"3'-6"3'-6"1'-6"1'-6" 1'-6"2'-0"2'-0" 2'-0"2'-0"5'-0"SYMBOL LEGEND 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET DOOR JAMB SWITCH ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C. CAT 5E DATA ,PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV A602 1/4"=1'-0" UPPER LEVEL #3 RCP1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A602.dwg, 10/15/2021 7:26:38 PM 5/8" GYP. BD. OVER 1X PT FURRING (PROVIDE MOISTURE RESISTANT FINISH MATERIAL ON ALL WALLS UP TO ELEVATION +8'-6" N.G.V.D.) (SEE INSULATION NOTES, THIS SHEET) GRADE SLOPED AWAY FROM STRUCTURE, REFER TO CIVIL DWG's FOR GRADE ELEVATIONS CONCRETE GARDE BEAM AND PILES (SEE STRUCTURAL DWG's) CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) CONCRETE GARDE BEAM AND PILES (SEE STRUCTURAL DWG's) SEE ELEVATIONS LOWER LEVEL/ GARAGE 5/8" STUCCO ON BREAK-AWAY CONCRETE BLOCK WALL SYSTEM AT LOWER LEVEL AND GARAGE (SEE STRUCTURAL DWG's) - 3 SEE ELEVATIONS T.O.B. MIN. R4.2 INSULATION (SEE INSULATION NOTES, THIS SHEET) (TYP)4 12 CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) P.T. 1X3 CONTINUOUS FURRING P.T. 1x3, CONTINUOUS FIRE BLOCKING. 10' MAXIMUM HEIGHT. 5 8" GYP. BD. CEILING ATTACHED W/ 1-5/8" S TYPE SCREWS TO METAL FURRING CHANNELS 12" O.C. PROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL EXTERIOR WALL ASSEMBLY, SEE 1/A801 SEE ELEVATIONS SECOND FLOOR METAL FURRING CHANNELS 24" O.C. ATTACHED W/ 1-1/4" SCREWS AT EACH TRUSS. 5/8" STUCCO ON BREAK-AWAY CONCRETE BLOCK WALL SYSTEM AT LOWER LEVEL AND GARAGE (SEE STRUCTURAL DWG's) POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS GYP. BD. CEILING SEE 1A801 APPLIED WOOD CROWN MOLDING, (BY INTERIOR DESIGNER) P.T. 1x3, CONTINUOUS FIRESTOP POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS HALF ROUND METAL GUTTERS & ROUND DOWNSPOUTS (LOCATIONS T.B.D.) STUCCO FINISH SOFFIT OVER METAL LATH 2'-6" TYP. OVERHANG6-1/2" HEEL(TYP)4 12 METAL ROOFING ATTACHED PER LATEST FLORIDA NOA PRODUCT APPROVAL SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. MTL. DRIP OVER 1X4 MIN. PT. SUB-FASCIA OVER 2X8 P.T FASCIA W/ (2) 16d @ EA. TRUSS UPLIFT TIE DOWN, (SEE STRUCTURAL DWG's) CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) EXTERIOR WALL ASSEMBLY, SEE 1/A801 GRADE SLOPED AWAY FROM STRUCTURE, REFER TO CIVIL DWG's FOR GRADE ELEVATIONS CONCRETE GRADE BEAM AND PILES (SEE STRUCTURAL DWG's) P.T. 1x3, CONTINUOUS - 3 SEE ELEVATIONS T.O.B. SEE ELEVATIONS LOWER LEVEL/ GARAGE 5/8" STUCCO ON BREAK-AWAY CONCRETE BLOCK WALL SYSTEM AT LOWER LEVEL AND GARAGE (SEE STRUCTURAL DWG's) 5/8" STUCCO ON REINFORCED CONCRETE BLOCK WALL SYSTEM (SEE STRUCTURAL DWG's) SEE ELEVATIONS SECOND FLOOR POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS 8"(TYP)4 12 INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) P.T. 1X3 CONTINUOUS FURRING P.T. 1x3, CONTINUOUS FIRE BLOCKING. 10' MAXIMUM HEIGHT. 5 8" GYP. BD. CEILING ATTACHED W/ 1-5/8" S TYPE SCREWS TO METAL FURRING CHANNELS 12" O.C. PROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL EXTERIOR WALL ASSEMBLY, SEE 1/A801 METAL FURRING CHANNELS 24" O.C. ATTACHED W/ 1-1/4" SCREWS AT EACH TRUSS. CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) P.T. 1X3 CONTINUOUS FURRING P.T. 1x3, CONTINUOUS FIRE BLOCKING. 10' MAXIMUM HEIGHT. 5 8" GYP. BD. CEILING ATTACHED W/ 1-5/8" S TYPE SCREWS TO METAL FURRING CHANNELS 12" O.C. PROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL EXTERIOR WALL ASSEMBLY, SEE 1/A801 SEE ELEVATIONS SECOND FLOOR METAL FURRING CHANNELS 24" O.C. ATTACHED W/ 1-1/4" SCREWS AT EACH TRUSS. 5/8" STUCCO ON REINFORCED CONCRETE BLOCK WALL SYSTEM (SEE STRUCTURAL DWG's) POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS 1/2"=1'-0" TYPICAL TWO STORY WALL SECTION2 1/2"=1'-0" TYPICAL THREE STORY WALL SECTION1 1-1/2"=1'-0" TYPICAL EAVE DETAIL3 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 A801 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A801.dwg, 10/15/2021 6:33:22 PM 1 1/2"=1'-0" 1 1/2"=1'-0" METAL FRAMING (25ga) @ 24" O.C. MAX. METAL SILL CHANNEL OVER PLATE W1 5/8" DRYWALL EA. SIDE **SEE NOTE** 1-HOUR RATED ASSEMBLY **see note** W2 -5/8" GYP BD. TYPE 'X' OR CEMENT BOARD (SEE PLAN) -METAL FRAMING (25ga) @ 24" O.C. MAX. -MIN. R-11 BATT INSULATION -5/8" GYP BD. TYPE 'X' OR CEMENT BOARD (SEE PLAN) NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS**SEEPLAN5/8"SEEPLAN5/8"SOUND INSULATION IF REQUIRED (VERIFY w/ OWNER) W1S SOUND INSULATION, IF REQUIRED (VERIFY w/ OWNER) 24" MAX. 1 1/2"=1'-0" P.T. 1x3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING (SEE PLAN) GYP. BD. CEILING 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. 1/2" MIN. TYPE 'X' GYP. BD. SCREWED TO PLYWOOD PANEL 1/2" MIN. 'CDX' PLYWOOD PANEL WOOD CASING 1 1/2"=1'-0" 1 1/2"=1'-0" METAL JOIST METAL JOIST TRACK CMU OR CAST IN PLACE WALL CONCRETE FASTENERES AS REQUIRED CLIP ANGLE, NO LESS THAN METAL JOIST DEPTH MINUS 1/2" (ATTACH CLIP & TRACK TO CONCRETE w/ EXP. , ANCHOR BOLTS, OR TAPCONS) NOTE: PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED REFER TO REFLECTEDCEILING PLAN5/8" GYP. BD. FASTENED 6" O.C.@ PERIMETER & 8" O.C. BALANCE 20 ga. METAL FRAMING @ 16" O.C. MAX. OR AMRSTRONG DRYWALL GRID SYSTEM (SUSPENDED FROM STRUCTURE 4' O.C. MAX.) W2W1 - - 1 1/2"=1'-0" - - 1 1/2"=1'-0" NOTES: SECTION VIEW CP-25 CAULK NOTE: SECTION VIEW HOURLY RATING NUMBER OF LAYERS OF FIRE RATED GYPSUM ON STEEL STUD WOOD OR SECTION VIEW FIRE RATED GYPSUM WALL BOARD 2 ---------------- 2 1 ---------------- 1 EACH SIDE OF STUD WALL WRAP PIPE WITH FS-195 WRAP/STRIP 1" (25mm) WIDE. (SEE NOTE 1) TO FILL GAP. FRICTION FIT INTO OPENING OR SECURE WRAP TO PIPE WITH 18 GAUGE STEEL TIE WIRE AND SLIDE INTO OPENING FLUSH WITH EXTERIOR PANEL OF FIRE RATED WALL BOARD. (SEE NOTE 2) METAL PIPE OR FIBERGLASS INSULATED METAL PIPE. SEAL ENTIRE EDGE AND SEAMS WITH 1/4" (6mm) LAYER OF CP-25 N/S CAULK NOTES: 1. IF ANNULAR SPACE IS LESS THAN 1/2" (13mm), AND INSULATION THICKNESS ON PIPE IS 1" (25mm) OR LESS, USE ONE WRAP OF 1" (25mm) WIDE FS-195 AS SHOWN. 2" (51mm) WIDE WRAPS MUST BE USED IF EITHER OF THE FOLLOWING CONDITIONS EXISTS: A. ANNULAR SPACE EXCEEDS 1/2" (13mm) B. PIPE INSULATION THICKNESS IS GREATER THAN 1" (25mm) THIS DESIGN IS RECOMMENDED FOR METAL PIPE AND INSULATED METAL PIPE WITH 3" (76mm) OR LESS OF FIBERGLASS INSULATION. SPACE BETWEEN SURFACE OF PENETRANT AND WALL BOARD MUST ACCOMODATE AT LEAST 1 WRAP OF FS-195 PER INCH (25mm) OF PIPE INSULATION. ANY REMAINING ANNULAR SPACE TO BE FILLED WITH ADDITIONAL FS-195 WRAPS UNTIL ANNULAR SPACE IS LESS THAN 1/4" (6mm). FILL REMAINING 1/4" (6mm) WITH CP-25 N/S CAULK. THE MINIMUM ANNULAR SPACE FOR THIS DESIGN IS 1/4" (6mm): THE MAXIMUM ANNULAR SPACE IS 3" (76mm). 2. INSTALL 3M FIRESTOP ON BOTH SIDES OF WALL. 3. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 (UL1479) TIME TEMPERATURE FIRE CURVE. UL CLASSIFICATION PER SYSTEM #147. DAMMING MATERIAL (FIBERGLASS INSULATION, BACKER ROD OR MINERAL WOOL) ENOUGH TO SUPPORT WEIGHT OF CP-25 S/L CAULK. FILL GAP COMPLETELY AROUND PIPE WITH CP-25 S/L CAULK (SEE NOTES 3 - 5) 1,2,3 OR 4 HOUR FIRE RATED CONCRETE FLOOR SLAB METAL PIPE OR CONDUIT USE CP-25 N/S NO-SAG CAULK ON VERTICAL SURFACES AND ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM BELOW. USE CP-25 S/L SELF-LEVELING CAULK ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM ABOVE THE PENETRATION. 1, 2, 3 OR 4 HOUR RATED CONCRETE BLOCK WALL. FOR SOLID CONCRETE WALL (SEE NOTE 1) METAL PIPE OR CONDUIT DAMMING MATERIAL CP-25 N/S CAULK BOTH SIDES OF WALL (SEE NOTES) 1. FOR SOLID CONCRETE WALLS, CENTER CP-25 N/S CAULK WITHIN WALL WITH DAMMING MATERIAL ON ONE SIDE. 2. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 (UL1479) FIRE TEST AND UL CLASSIFICATIONFIRE STOP SYSTEM 49. 3. WET INSTALLED DEPTH OF CP-25 CAULKS DEPENDS ON TYPE AND SIZE OF PIPE: AND DESIRED FIRE RATING. 4. UP TO 40% SHRINKAGE OF CP-25 N/S OR S/L CAULK IS ACCEPTABLE AFTER INITIAL WET DEPTH INSTALLATION. 5. MAXIMUM ANNULAR SPACE TO BE FILLED IS 2 1/2" (64MM). WET DEPTH 1/2" (13mm) 1" (25mm) PIPE SIZE MAX 8" (203mm) MAX 8" (203mm) FIRE RATING 1 - 2 HOURS 3 - 4 HOURS METAL FRAMING (SEE WALL TYPE & FLOOR PLANS) CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) MIN. 7 8" FRAMING (SEE WALL TYPE & FLOOR PLANS) MIN. R-4.1 RIGID INSULATION EXTERIOR FINISH (SEE ELEV.) 5 8" GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) SOUND INSULATION (SEE WALL TYPE & FLOOR PLANS) GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) 1 1/2"=1'-0" 1 1/2"=1'-0" CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) W4 INTERIOR SPACE NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** INTERIOR INTERIOR INTERIOR SPACE CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) W3 EXTERIOR EXTERIOR SIDE INTERIOR SIDE NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** 5/8" STUCCO FINISH (VERIFY FINISH & COLOR) INTERIOR 1 1/2"=1'-0" W3 W4 5 8" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON MIN. 7 8" CHANNELS @ 16" O.C. MAX. WITH R-4.1 RIGID INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY 5 8" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON MIN. 7 8" FRAMING @ 16" O.C. MAX. WITH R-4.1 RIGID INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY 1 HR RATED ASSEMBLY 5/8" GYP BD. TYPE 'X' OR CEMENT BOARD (SEE PLAN) 5/8" STUCCO1" 4" MIN. 4" MIN.C.M.U. WALL - REFER TO DRAWINGS FOR DETAILS. J BEAD VERTICAL WALL PAN FLASHING NAILED TO WALL WITH 30°, 1" RETURN. EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER-FLASHING MIN. 4".PEEL AND STICK ELASTOFLEX SAP BY POLYGLASS. INSTALL PER MANUF SPEC. AND TO MEET ALL CODES. 3# LEAD. FORM LEAD TO CONTOUR OF ROOFING MATERIAL. EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER- FLASHING 8" MIN. 5/8" STUCCO SEALANT FORMED METAL COUNTER-FLASHING FLAT LOCK SEAMED TO 3# LEAD. TAPCON STUCCO STOP SCREED 8" C.M.U. WALL -REFER TO DRAWINGS FOR DETAILS 35 8" METAL STUDS (25 ga) @ 16" O/C 35 8" METAL RUNNER TRACKS (25 ga) TOP & BOT2x4 ATTACHED TO FLOOR SYSTEM P.T. 2x4 w/ 1/4" x 3" CORROSION RESISTANT TAPCONS @ 16" O/C No. 6 x 1" GALV SCREWS @ 32" O/C TO BOT PLATE No. 6 x 1" GALV SCREWS @ 32" O/C TO TOP RUNNER THIS DESIGN ALLOWS THE METAL FRAMED WALL TO BREAKAWAY FROM THE PERMANENT TOP & BOT 2x4 RUNNERS WITHIN THE 10-20 PSF LOADING RANGE WITHOUT HARM TO THE ELEVATED PORTION OF THE BUILDING OR SUPPORTING FOUNDATION 2020 FLORIDA BUILDING CODE-RESIDENTIAL NOTE: PER SECTION P2705 INSTALLATION, ITEM #5: "THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BE LESS THAN 15 INCHES FROM ADJACENT WALLS OR PARTITIONS OR NOT LESS THAN 15 INCHES FROM THE CENTERLINE OF A BIDET TO THE OUTERMOST RIM OF AN ADJACENT WATER CLOSET. THERE SHALL BE AT LEAST 21 INCHES CLEAR IN FRONT OF THE WATER CLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR. 3/8"=1'0" 21" MIN.15"MIN.15"MIN.℄21" MIN.10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 A803 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A803.dwg, 10/15/2021 6:44:07 PM WOOD DOOR (SEE DOOR SCHEDULE) PRE-HUNG WOOD DOOR FRAME METAL STUD PARTITION w/ GYPSUM WALLBOARD (SEE WALL TYPES) PROVIDE SHIMS AS REQUIRED WOOD CASING, BY OWNER PRE-HUNG WOOD DOOR FRAME METAL STUD PARTITION w/ GYPSUM WALLBOARD (SEE WALL TYPES) PROVIDE SHIMS AS REQUIRED WOOD CASING BY OWNER WOOD DOOR (SEE FLOOR PLAN) PRE-HUNG WOOD DOOR FRAME DOOR STOP BEYOND CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) FINISH FLOOR VARIES BY ROOM (VERIFY SPEC's w/ OWNER) DOOR STOP DOOR STOP WOOD DOOR (SEE FLOOR PLAN) BLOCKING AS REQ'D BLOCKING AS REQ'D T6P212" MINIMUMSTEEL INSULATED IMPACT RATED OVERHEAD DOOR w/ WOOD VENEER INSTALL PER PRODUCT APPROVAL RECESS IN CONCRETE CORNER BEAD INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH CMU WALL OVER PRECAST LINTEL OR POURED CONC. BEAM, SEE STRUCT. STONE SURROUND IF APPLICABLE CORNER BEAD DRIP KERF IN STUCCO RETURN WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING STEEL INSULATED IMPACT RATED OVERHEAD DOOR w/ WOOD VENEER INSTALL PER PRODUCT APPROVAL 2X6 P.T. BUCK W/ 14" TAPCONS W/ WASHERS 114" EMBED @ 8" 0.C. MAX, 2" FROM CORNER STANDARD 2" TRACK, TORSION SPRING OPERATED O.H. GARAGE DOOR. WOOD CASING, PAINT GRADE (VERIFY w/ OWNER) *CAULK AS REQUIRED NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. SLOPE SLOPE MOULD & 1X6 SMOOTH CEDAR BD. CAST STONE SURROUND, BEYOND STUCCO RETRUN INDICATES STEEL INSULATED DOOR w/ WOOD VENEER (SEE DOOR SCHEDULE) TILE OR EPOXY FLOOR (VERIFY w/ OWNER) INDICATES CONCRETE SLAB (SEE STRUCTURAL DWG's) DRIVEWAY PAVERS (VERIFY w/ OWNER) 112"=1'-0"12" MINIMUMSTUCCO w/ SMOOTH FINISH PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL STONE SURROUND & RETURN, SEE ELEVATIONS BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. 12" MINIMUM 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. FILLED CELL OR POURED COL., SEE STRUCT. STONE SURROUND & RETURN, SEE ELEVATIONS STONE OR BRICK THRESHOLD IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH *CAULK AS REQUIRED 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0"12" MINIMUMSTUCCO w/ SMOOTH FINISH PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER 2X4 P.T. BUCK W/ 14" TAPCONS 114" EMBED @ 8" 0.C. MAX, 2" FROM CORNER IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL STONE SURROUND & RETURN, SEE ELEVATIONS BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL WINDOW BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. 12" MINIMUM 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL WINDOW BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. FILLED CELL OR POURED COL., SEE STRUCT. STONE SURROUND & RETURN, SEE ELEVATIONS EXTERIOR STONE SILL IMPACT RATED WINDOW INSTALL PER PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH INTERIOR SILL, SEE BY INTERIOR OR OWNER *CAULK AS REQUIRED 112"=1'-0"12" MINIMUMBEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL WINDOW BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. STUCCO w/ SMOOTH FINISH POURED CONCRETE SILL (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL SILL & APRON BY INTERIOR OR OWNER STONE OR STUCCO EXTENSION JAMB CAST STONE SILL, SEE PROFILES 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2020 AND ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & DOOR SPECIFICATIONS. 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT GAIN. 4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGC) AS INDICATED IN THE ENERGY CALCULATIONS. 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT. 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR LOADS. 8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, MUNTIN BARS, AND OVERALL CONFIGURATION. 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING STUCCO w/ SMOOTH FINISH FILLED CELL OR POURED COL. AT CMU WALL, SEE STRUCT. 2X6 P.T. BUCK W/ 14" TAPCONS W/ WASHERS 114" EMBED @ 8" 0.C. MAX, 2" FROM CORNER STONE SURROUND IF APPLICABLE, SEE ELEVATIONS BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. T 6 P 2 STUCCO w/ SMOOTH FINISH INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL.*CAULK AS REQUIRED 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0"*CAULK AS REQUIRED 112"=1'-0"*CAULK AS REQUIRED 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0" 112"=1'-0"14"=1'-0" *CAULK AS REQUIRED 112"=1'-0"212"JAMB EXTENSION AS NEEDED 2X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED 2X6 RIPPED P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE 312"312" 2X6 RIPPED P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED 212" 2X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE SEEPLANSSTONE OR STUCCO EXTENSION JAMB DOOR JAMB EXTENSION STONE OR BRICK PAVERS, RISERS & THRESHOLD (TYP.) 3 4"RECESS CONCRETE SLAB TYP. FRENCH DOOR & ALUM. THRESHOLD, INSTALL PER PRODUCT APPROVALBEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. 312"412" 1X P.T. BUCK W/ 14" TAPCONS 112"EMBED @ 12" O.C., 2"MAX FROM CORNERS. 1" RECESS @ DOOR THRESHOLD FINISHED FLOOR, BY OWNER 12" MINIMUM 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. FILLED CELL OR POURED COL., SEE STRUCT. STUCCO RETURN STONE OR BRICK THRESHOLD 2X6 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE IMPACT RATED EXTERIOR DOOR (NOT FRENCH) PER LATEST NOA PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH214"ATTACH DOOR FRAME PER LATEST NOA PRODUCT APPROVALS JAMB EXTENSION AS NEEDED 12" MINIMUM 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL.FILLED CELL OR POURED COL., SEE STRUCT.STONE SURROUND & RETURN, SEE ELEVATIONS STONE OR BRICK THRESHOLD IMPACT RATED SLIDING DOOR INSTALL PER PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH JAMB EXTENSION AS NEEDED 2X6 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE 278"12" MINIMUMSTUCCO w/ SMOOTH FINISH PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER IMPACT RATED SLIDING DOOR INSTALL PER PRODUCT APPROVAL STONE SURROUND & RETURN, SEE ELEVATIONS BEI WETFLASH PM 7000 WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. 314" 2X6 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED 4"2"ALUMINUM BI-PARTING SLIDING GLASS DOOR (SEE DOOR SCHEDULE)*ADJUST FINISH FLOOR AS NECESSARY TO FINISH OUT FLUSH w/ SLIDING GLASS DOOR SILL RISER CONCRETE FLOOR SLAB EXTERIOR LANAI FLOOR FINISH CONCRETE FLOOR SLAB *ATTACHMENT PER MFG. SPEC's 4" MAX.SLIDING GLASS DOOR SILL RISER (SEE MFG. SPEC's) 8" RECOMMENDED WATERPROOFING BE PROVIDED @ THE COLD JOINT BETWEEN THE DECK & THE SUB-FLOOR TO PREVENT WATER INTRUSION. RECOMMEND WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOOR PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE RETURN; 2" OUT AWAY FROM THE EXTERIOR FACE OF THE WALL; & SIX TO EIGHT INCHES UP THE EXTERIOR FACE OF THE WALL RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD TO BE PROVIDED AFTER STUCCO @ THE JUNCTION OF THE CONCRETE SLAB & THE EXTERIOR FACE. CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR PERIMETER SEALANT. TRAFFIC COATING TO BE USED ON BALCONY SURFACES MEMBRANE WATERPROOFING STUCCO CANT BEAD SLIDING GLASS DOOR FRAME SILL EXTERIOR WALL 3 4"=1'-0" HEAD CASING/ TRIM WINDOW UNIT SILL (SLOPED TOP) OVERHANGS APRON +/- 1" JAMB CASING/ TRIM FOLDED OR SOLDERED SILL FLASHING MOISTURE BARRIER OVERLAPPED TO DIRECT MOISTURE AWAY FROM STRUCTURE/ FRAMING. 6" MIN. OVERLAP 6" MIN. 6" MIN. 6" MIN. NOTES: 1. CAULKING, SEALANT, ADHESIVE, OR GASKET SEALS WINDOW FRAMING AND WALL JOINTS TO FORM AIR BARRIER. 2. THESE PRINCIPLES ARE ALSO APPLICABLE TO DOOR WEATHERPROOFING. A80410-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_A804.dwg, 10/15/2021 6:46:42 PM OPEN ABOVE ELEVATOR POOL EQ 4" CONCRETE PAD WITH 8"X8" THICKEN EDGE W/ (1) #4 CONT. ALL AROUND & (1) LAYER WWM TYPICAL 4'-0"8'-0" POOL EQUIPMENT PAN 'A'PAN 'B'PAN 'P' CUCONDENSER 3 CUCONDENSER 4 CUCONDENSER 2 C.H. UNFINISHED 9'-6" GARAGE 1499 SF C.H. UNFINISHED 9'-6" L3 L4 L1 L3 L4 L4 L1 L1 CUCONDENSER 1 L4L4 POURED REINFORCED CONCRETE COLUMN (TYP.) NOTE: MOUNT EQUIPMENT ON THIS LEVEL TO STRUCTURAL COLUMNS, AND NON-FRANGIBLE WALLS (SEE SHEET A200a FOR FRANGIBLE WALL LEGEND). DUE TO THE 24 DEGREE ANGLE TO SHORE, ALL INTERIOR FRAME WALLS THIS LEVEL TO BE FRANGIBLE3 333 3 3 3333HB HBHBWP GFCIWP GFCIWP GFCI WP GFCIWP GFCIWP GFCIWP GFCIWP GFCI WP GFCIWP GFCIWP GFCIWP GFCIWP GFCIWP GFCIWP GFCIWP GFCIAHU 3AHU 2HW AHU 1MOUNTING EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME BULB WATT & TYPE QUANTITY HEIGHT - A.F.F.MAIN TOTAL 4 MOUNTING L-016-F BEACHSIDE LIGHTING (CLEAR LENS / NICKEL ACID FIN.)CEILING 12'-0" / 10'-6" / 10'-0"L1 L-012 BEACHSIDE LIGHTING (FROSTED GLASS LENS)5W-A-NFL WALL 1'-0"L2 37 3 -7 4 TESSERA 3100CLED - ALUMINUM FIN. WALL 7'-0"L3 3 -3 7W AMBER FLOOD LED LOWER NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED. 5W-A-NFL PENTAIR INTELLIBRITE 5G POOL SIDE WALL BELOW WATER LINE L4 -9 -INTELLIBRITE LED 26W - RED/ORANGE COLOR L5 YRW-614/ALED-UV/FG/SL ALUMILITE 14 WATT AMBER LED WALL 7'-0"-4 - UPPER 44 11 6 9 4 E200 1/4"=1'-0" LOWER LEVEL #1 ELECTRICAL PLAN1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_E200.dwg, 10/15/2021 8:24:15 PM 20-26 FRZR20-26 REF30" DBL OVEN OPEN ABOVE & BELOW ICEDRY WASHER DISHWASHERBAR 30" WINE C.H. GUEST BEDROOM 12'-0" C.H. UTILITY 11'-6" ELEVATOR C.H. GUEST BATH 11'-6" C.H. CLUB/OFFICE 12'-0" C.H. LIVING ROOM 12'-0" C.H. COVERED SUNSET TERRACE 12'-0" C.H. PANTRY 11'-6" C.H. POWDER RM. 11'-6"SLOPED ROOFOPEN TO BELOW FLAT ROOFC.H. DINING ROOM 12'-0" C.H. KITCHEN 11'-6" C.H. CABANA 11'-6" C.H. COVERED OUTDOOR LIVING 12'-0" SPA DECK DECK BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 POOL (BY OTHERS) WINE ROOM C.H. TERRACE 12'-0" SUN SHELF PARAPET48" RANGEL5 L2 L1 L1 L1L1 L2 L1 L1 L1 L1 L1 L1 L1 L1L1L1 L1 L1 L2L2L2L2L2L1 L1 L1L1 L1 L5L5 L5 L5 L5 L5 L5 L5 L1 L1 L1 L1 L1 L1 L1L1L1L1 L1 L1 L1 L1 L1 L1 L1 6"4GFCIGFCIGFCIGFCIGFCIGFCIGFCIGFCI HB WP GFCI GFCI GFCI GFCI 33 44 4 43 3 EXF34EXFAFCIAFCIAFCIAFCIAFCIAFCI 4TO LIGHT ON STAIRS4 4 4 4 4 GFCIGFCIGFCI GFCI 4 4 EXF6" 6" 6"GFCIGFCIGFCI MOUNTING EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME BULB WATT & TYPE QUANTITY HEIGHT - A.F.F.MAIN TOTAL 4 MOUNTING L-016-F BEACHSIDE LIGHTING (CLEAR LENS / NICKEL ACID FIN.)CEILING 12'-0" / 10'-6" / 10'-0"L1 L-012 BEACHSIDE LIGHTING (FROSTED GLASS LENS)5W-A-NFL WALL 1'-0"L2 37 3 -7 4 TESSERA 3100CLED - ALUMINUM FIN. WALL 7'-0"L3 3 -3 7W AMBER FLOOD LED LOWER NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED. 5W-A-NFL PENTAIR INTELLIBRITE 5G POOL SIDE WALL BELOW WATER LINE L4 -9 -INTELLIBRITE LED 26W - RED/ORANGE COLOR L5 YRW-614/ALED-UV/FG/SL ALUMILITE 14 WATT AMBER LED WALL 7'-0"-4 - UPPER 44 11 6 9 4 E201 1/4"=1'-0" MAIN LEVEL #2 ELECTRICAL PLAN1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_E201.dwg, 10/15/2021 8:13:19 PM BENCH OPEN TO BELOW POOL ON 2ND LEVEL DECK BELOW DECK BELOW DECK BELOWCOFFEE BAR BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 DN C.H. HER W.I.C. 10'-0" C.H. W.I.C. 10'-0" TERRACE TERRACE C.H. HIS W.I.C. 10'-0" C.H. UTILITY 10'-0" C.H. MASTER BEDROOM 10'-6" C.H. BEDROOM #3 10'-6" C.H. LOUNGE 10'-6" C.H. BEDROOM #2 10'-6" LINEN 24R@7" = 14.0' FLR. - FLR. C.H. MASTER BATH 10'-6" C.H. BATH #3 10'-0" C.H. BATH #2 10'-0" C.H. TERRACE 10'-0"LINENLINENAHU 4 FRONT LOADSTACKEDWASH/DRYU.C. REFSLOPED ROOFSLOPED ROOFSLOPED ROOFSLOPED ROOF SLOPED ROOFSLOPED ROOF SLOPED ROOF L1 L1 L1 L2 L2 L2 L2 LEVEL #3 EL. 35.97' NAVD ELEVATORAFCIAFCI AFCIAFCI AFCI33 AFCI EXF EXF GFCI GFCI GFCI GFCI GFCI AFCIAFCI AFCIAFCIAFCIAFCIAFCI AFCIAFCIAFCI 3AFCI 3 344 4 TO LIGHT SWITCH ON MAIN LEVEL 33 33333 EXF 6" 6" 6" 6" 6" 6"AFCIAFCIAFCIAFCIAFCIAFCI 33 GFCIGFCI GFCIBALCONY RAILING BALCONY RAILING BALCONY RAILING MOUNTING EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME BULB WATT & TYPE QUANTITY HEIGHT - A.F.F.MAIN TOTAL 4 MOUNTING L-016-F BEACHSIDE LIGHTING (CLEAR LENS / NICKEL ACID FIN.)CEILING 12'-0" / 10'-6" / 10'-0"L1 L-012 BEACHSIDE LIGHTING (FROSTED GLASS LENS)5W-A-NFL WALL 1'-0"L2 37 3 -7 4 TESSERA 3100CLED - ALUMINUM FIN. WALL 7'-0"L3 3 -3 7W AMBER FLOOD LED LOWER NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED. 5W-A-NFL PENTAIR INTELLIBRITE 5G POOL SIDE WALL BELOW WATER LINE L4 -9 -INTELLIBRITE LED 26W - RED/ORANGE COLOR L5 YRW-614/ALED-UV/FG/SL ALUMILITE 14 WATT AMBER LED WALL 7'-0"-4 - UPPER 44 11 6 9 4 E202 1/4"=1'-0" UPPER LEVEL #3 ELECTRICAL PLAN1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_E202.dwg, 10/15/2021 8:21:49 PM DOOR JAMB SWITCH 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON SYMBOL LEGEND ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C.- CAT 5E DATA, PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV ELECTRICAL NOTES GENERAL: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL LOCATE THE METER & PANELS AS REQUIRED. 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 10) PROVIDE NON-FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOL/SPA EQIUPMENT. 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE ARC FAULT CIRCUIT PROTECTED. 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER SHALL HAVE THWN INSULATION. FIXTURES: 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER. 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. OUTLETS: 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT. 4) PROVIDE PRE-WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE OPTIONAL PRE-WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PLANS. (IF APPLICABLE) 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" CONDUIT UNDER SLAB FROM WALL. SMOKE DETECTORS: 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. A 200 AMP PANEL TYPE:LOAD CTR MAINS: FULL M.C.B. SERVICE:120/240/1~A.I.C.10,000 KW #DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CIRCUIT #KW 7.5 #6 AHU 1 60A 60A CU 1 #6 ---- 7.5 #6 AHU 2 60A 60A CU 2 #6 ---- 5.0 #10 DRYER 30A 60A RANGE #6 12. 0---- 12. 0 #6 DOUBLE OVEN 60A 20A REFRIGERATOR #12 1.5 --SPARE 1.5 #12 CLOTHES WASHER 20A 20A SMALL APPLIANCE #12 3.0 1.5 #12 KITCHEN GFCI OUTLETS 20A 20A GARAGE GFCI OUTLETS #12 1.5 1.5 #12 ICE MAKER 20A 20A GARAGE DOOR OPENER #12 1.3 1.5 #12 WINE COOLER 20A 20A AFCI OUTLETS #12 1.5 1.5 #12 UTILITY GFCI 20A 20A AFCI OUTLETS #12 1.5 SPARE 20A GENERAL OUTLETS #12 1.5 1.5 #12 GENERAL OUTLETS 20A 20A MICROWAVE #12 1.4 1.5 #12 GENERAL OUTLETS 20A 20A DISPOSAL #12 1.2 1.5 #12 AFCI OUTLETS 20A 20A GARAGE GFCI OUTLETS #12 1.5 1.5 #12 AFCI OUTLETS 20A 20A FREEZER #12 1.5 1.5 #12 GENERAL OUTLETS 20A 20A GEN LIGHTING #12 -- SPARE 20A GEN LIGHTING #12 -- SPARE SPARE 45.5 SUB-TOTAL( 1)PANEL CALCULATIONS (1)SUB-TOT AL 29.4 GENERAL LIGHTING CALCULATED BY 3WATTS TIMES A/C S.F. (1)4203 S.F.*3W 12.6 TOTAL PANEL KW (1) TOTAL 87.5 AIR CONDITIONING AT 65%A/C AT 100%20.0 A/C@65% (2)13.0 1ST 10.0 KW (NOT A/C) AT 100%(2)10.0 REMAINING KW AT 40%(TOTAL-(AC@100%)-10.0)*.40 (2)23.0 CALCULATED KW (2) TOTAL 46 KW CALCULATED AMPS KW*1000/240 192 A 42 40 38 41 39 37 36 34 35 33 32 30 31 29 28 26 27 25 24 22 23 21 20 18 19 17 16 14 15 13 12 10 11 9 8 6 7 5 4 2 3 1 B 200 AMP PANEL TYPE:LOAD CTR MAINS: FULL M.C.B. SERVICE:120/240/1~A.I.C.10,000 KW #DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CIRCUIT #KW 7.5 #6 AHU 3 60A 60A CU 3 #6 ---- 5 #10 DRYER 30A 60A CU 4 #6 ---- 5.0 #6 ELEVATOR 60A 30A WATER HEATER #10 4.5 ---- 7.5 AHU 4 60A 20A GENERAL OUTLETS #12 1.5 --20A WHIRLPOOL TUB #12 1.5 1.5 #12 CLOTHES WASHER 20A 20A GENERAL OUTLETS #12 1.5 1.5 #12 BATH GFCI OUTLETS 20A 20A AFCI OUTLET #12 1.5 1.5 #12 AFCI OUTLET 20A 20A BATH GFCI OUTLETS #12 1.5 1.5 #12 COFFEE BAR REF 20A 20A BAR GFCI OUTLETS #12 1.5 1.5 #12 GENERAL OUTLETS 20A 20A GENERAL OUTLETS #12 1.5 1.5 #12 GENERAL OUTLETS 20A 20A GENERAL OUTLETS #12 1.5 --#12 GEN LIGHTING 20A 20A GEN LIGHTING #12 -- --#12 GEN LIGHTING 20A 20A GEN LIGHTING #12 -- --#12 GEN LIGHTING 20A 20A GEN LIGHTING #12 -- --#12 GEN LIGHTING 20A 20A GEN LIGHTING #12 -- --#12 GEN LIGHTING 20A 20A GEN LIGHTING #12 -- 3.0 #12 SMALL APPLIANCE 20A 20A DISHWASHERS #12 3.0 SPARE SPARE 37.0 SUB-TOTAL( 1)PANEL CALCULATIONS (1)SUB-TOT AL 19.5 GENERAL LIGHTING CALCULATED BY 3WATTS TIMES A/C S.F. (1)4203 S.F.*3W 12.6 TOTAL PANEL KW (1) TOTAL 69.1 AIR CONDITIONING AT 65%A/C@100%20.0 A/C@65% (2)13.0 1ST 10.0 KW (NOT A/C) AT 100%(2)10.0 REMAINING KW AT 40%(TOTAL-AC@100%-10.0)*.40 (2)15.6 CALCULATED KW (2) TOTAL 39 KW CALCULATED AMPS KW*1000/240 161 A 42 40 38 41 39 37 36 34 35 33 32 30 31 29 28 26 27 25 24 22 23 21 20 18 19 17 16 14 15 13 12 10 11 9 8 6 7 5 4 2 3 1 P 100 AMP PANEL TYPE:LOAD CTR MAINS: FULL M.L.O. SERVICE:120/240/1~A.I.C.22,000 KW #DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CIRCUIT #KW 3.2 #8 POOL PUMP 30A 30A SPA PUMP #8 3.2 .2 #12 POOL HEATER SPARK POWER 20A 20A SPA HEATER SPARK POWER #12 .2 0.2 #12 EXTERIOR GFCI OUTLETS 20A 20A EXTERIOR GFCI OUTLETS #12 .2 .2 #12 OUTDOOR FIREPLACE SPARK POWER20A 20A OUTDOOR BBQ SPARK POWER #12 .2 #12 20A 20A LAND. LTS. TIME CLOCK #12 .2 .2 #12 EXTERIOR GFCI OUTLETS 20A 20A LAND. LTS. TIME CLOCK #12 .2 7.0 #6 POOL HEAT PUMP 60A 30A POOL PUMP (BUBBLERS)#10 3.2 1 #10 1 2 HP BLOWER 20A SPARE SPARE SPARE SPARE SPARE 12.0 SUB-TOTAL(1)PANEL CALCULATIONS (1)SUB-TOTAL 7.4 TOTAL PANEL KW (1) TOTAL 19.4 CALCULATED AMPS KW*1000/240 80.83 "MDP"ATSPNL 'A'PNL 'B' GENERATOR FUTURE 5/8"Øx10FT GND ROD BOND TO CWP. (1) #2/0 FOUNDATION STEEL BOND TO (1) #2/0 (1) #6 THWN CU 5/8"Øx10FT GND ROD BOND TO CWP. (1) #6 FOUNDATION STEEL BOND TO (1) #6 ALL A/C DISCONNECTS & POOL/SPA EQUIPMENT TO BE NEMA-3R RATED. NOTE: (1) #2/0 THWN CU 2P-200A C.B. TO FPL TRANSFORMER 120-240V/1PH/60HZ NOTES: 1.ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN A.I.C. RATING OF 42,000 AMPS AND BE NEMA-3R RATED. 2.ALL ELECTRICAL EQUIPMENT AND WIRE RATED @ 75°C CONTINUOUS DUTY. 3.PRIOR TO CONSTRUCTION, THE ELECTRICAL SERVICE WITH THE FP&L REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED. * NEMA-3R RATED GROUNDING BRIDGE ARLINGTON INDUSTRIES MODEL #GB5 ZINC WITH PAINTABLE COVER GENERATOR NOTES: 1.FUEL TYPE: NATURAL GAS OPTION EQUIPMENT TO INCLUDE SILENCING MUFFLER AND TIME DELAY (START)/TIME DELAY (STOP) NEMA 3R ENCLOSURE. 2.AUTOMATIC TRANSFER SWITCH - GENERAC -2P - 200 AMPS 120/240V 1ɸ3W SOLID NEUTRAL. TRANSFER SWITCH TO HAVE PILOT LIGHTS TO SHOW POSITION OF SWITCH AND LOCKABLE COVER 3.LOAD SHEDDING MAY BE REQUIRED. GRADE EXTERIOR INTERIOR POOL EQUIPMENT M F2P*20 20 (3) #8'S (1) #10 GND THWN CU IN LIQ.-TIGHT FLEX. 3/4" CONDUIT EXTERIORINTERIOR M (3) 3/0 (1) #4 GND THWN CU 2"C. SPA EQUIPMENT M F2P*20 20 (3) #8'S (1) #10 GND THWN CU IN LIQ.-TIGHT FLEX. 3/4" CONDUIT F2P*100 100 DOCK RISERS, & NOTES SCALE: N.T.S. (3) #3 (1) #6 GND THWN CU 1-1/4"C. BY FPL (2) RUNS OF 2-1/2" C. W/ (3) 350MCM (2) RUNS OF 2-1/2" C. W/ (3) 350MCM & (1) #1 GND THWN CU (3) 3/0 (1) #6 GND THWN CU 2"C. (3) 3/0 (1) #6 GND THWN CU 2"C. (3) 3/0 (1) #6 GND THWN CU 2"C. PNL 'P' (3) #3 (1) #6 GND THWN CU 1-1/4"C. HEAT PUMP M F2P*20 20 (1) #6'S (1) #10 GND THWN CU IN LIQ.-TIGHT FLEX. 3/4" CONDUIT MOUNTING EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME BULB WATT & TYPE QUANTITY HEIGHT - A.F.F.MAIN TOTAL 4 MOUNTING L-016-F BEACHSIDE LIGHTING (CLEAR LENS / NICKEL ACID FIN.)CEILING 12'-0" / 10'-6" / 10'-0"L1 L-012 BEACHSIDE LIGHTING (FROSTED GLASS LENS)5W-A-NFL WALL 1'-0"L2 37 3 -7 4 TESSERA 3100CLED - ALUMINUM FIN. WALL 7'-0"L3 3 -3 7W AMBER FLOOD LED LOWER NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED. 5W-A-NFL PENTAIR INTELLIBRITE 5G POOL SIDE WALL BELOW WATER LINE L4 -9 -INTELLIBRITE LED 26W - RED/ORANGE COLOR L5 YRW-614/ALED-UV/FG/SL ALUMILITE 14 WATT AMBER LED WALL 7'-0"-4 - UPPER 44 11 6 9 4 E203 1/4"=1'-0" ELECTRICAL NOTES PLAN1 10-15-21PERMIT SETFLYNN RESIDENCELOT 17- DIAMOND SANDSJENSEN BEACH, FLORIDAALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Job No. 2102020 PERMIT SET PA 10-15-21 Y:\DelrayProjects\!RESIDENTIAL\2102020D-LOT 17 FLYNN RESIDENCE\SheetFiles\LOT 17_E203.dwg, 10/15/2021 8:30:07 PM