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Home My WebLink AboutAPPROVED- DS_LOT 24 - REV2 COMBINED SSFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.CHECK SETHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A001PERMIT SET 04.14.2022ARCHITECT'S STATUS:A. THE ARCHITECT SHALL NOT BE RESPONSIBLcoS, 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 402-13). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2015).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 COSTSCLIMATE & GEOGRAPHIC DESIGN CRITERIA:A. PER 2017 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.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, PAINcoT 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.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 2017.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 1/2") * 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 1/2" CLEAR AT TOP (EXTERIOR) * BEAMS 1 1/2" CLEAR TO STIRRUPS * COLUMNS 1 1/2" CLEAR TO TIESC. 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.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 PERTPI 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 EDITIONCONCRETE 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 402-13, 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.STRUCTURAL STEEL:A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH 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.CRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION.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/FL. 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.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.SECTION AND DETAILSALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O.PLUMBING FIXTURES:A.ALL SHOWER HEADS SHALL HAVE ANTI-SCALDING PROTECTIONTIMBERA. 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 INSURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLEOF 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 TESTD.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 ENCLOSURESHALL 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 2017 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 2017 FBC-RESIDENTIAL, SECTION R320.1.1.THERMAL MOISTURE PROTECTION:A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017ENERGY 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 2017. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEECOVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD.ABOVEACOUSTICAL ADJUSTABLE ALUMINUM APPROXIMATE BOARD BUILDING BLOCK BOTTOM CABINETCERAMICCAST IRONCLEARCOLUMNCONCRETE CONNECTION CONTINUOUS COUNTERSUNK DECORATIVEDETAILDOUGLAS FIR DIAMETERDIMENSIONDOWNDOWN SPOUTDRAWINGEACHELEVATIONELEVATOR ELECTRICALEQUALEXHAUSTEXPANSIONEXTERIOREXISTING FINISH FLOOR FLASHING FLUORESCENT FOOT/FEET FOOTINGGAUGEGALVANIZEDGLASSGRADEGYPSUMHOSE BIBBHOLLOW CORE HARDWOODHARDWAREHEIGHTHORIZONTALINSIDE DIAMETER INCANDESCENT INSULATIONINTERIORJOINTLAMINATELAVATORYLOCATIONMAXIMUMMECHANICALMETALMANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTEDMULLIONNOT IN CONTRACTABV.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. 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. PTN. Q.T. RAD. REINF. REQ. RM. 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.& @ ℄ # NUMBERNOT TO SCALEOVERALLOBSCUREON CENTEROUTSIDE DIAMETEROFFICEOPENINGOPPOSITEPLATEPLASTERPLYWOODPAIRPRECASTPRESSURE TREATED PARTITIONQUARRY TILERADIUSREINFORCEREQUIREDROOMROUGH OPENINGREDWOODRAIN WATER LEADERSOLID CORESCHEDULESHEETSIMILARSQUARESTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSUSPENDEDSYMMETRICALTOP OF CURBTELEPHONETONGUE AND GROOVETHICKTOP OF CHIMNEYTOP OF FRAMINGTOP OF LEDGERTOP OF PLATETOP OF PLATETYPICALUNLESS OTHERWISE NOTEDVERTICALVESTIBULEVERTICAL GRAINWITHWITHOUTWATER CLOSETWOODWINDOWWATER HEATERWAINSCOTWEIGHTSYMBOLSANDANGLEATCENTER LINEDIAMETER OR ROUND POUND OR NUMBER BUILDING CLASSIFICATION:FBC 2020 CHAPTER 3, GROUP R-3 OCCUPANCYTWO-STORY, SINGLE FAMILY RESIDENCECONSTRUCTION TYPE:FBC2020 CHAPTER 6, TABLE 601V-BTABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 40'-0", NON-SPRINKLEDCOTABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: 3-STORIES, NON-SPRINKLEDTABLE 506.2: ALLOWABLE AREA FACTOR: UNLIMITED S.F., NON-SPRINKLEDWIND LOADS AS PER FBC 2020 EDITIONAND ANSI/ASCE 7-10CODE EDITIONS:Florida Building Code (FBC) 2020National Electrical Code (NEC) Current EditionALL 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.RESIDENTIAL POOL SAFETY ACT -CHAPTER 45 OF THE 2020 FBC RESIDENTIAL1. 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.ARCHITECTRANDALL STOFFT ARCHITECTS42 NORTH SWINTON AVE., SUITE 1DELRAY BEACH, FLORIDA 33444 TEL: 561.243.0799CONTACT: JAMES ROBSONEMAIL:JAMES@STOFFT.COMMEP ENGINEERTEL. CONTACT:EMAIL: DRAWING INDEXCONSTRUCTION NOTES, SPECIFICATIONS & GENERAL REQUIREMENTSABBREVIATIONSDESIGN PARAMETERSPROJECT TEAMA001 COVER SHEETA100 OVERALL SITE PLANA201a FIRST FLOOR PLAN NOTEDA201b FIRST FLOOR PLAN DIMENSIONEDA202a SECOND FLOOR PLAN NOTEDA202b SECOND FLOOR PLAN DIMENSIONEDA203a THIRD FLOOR PLAN NOTEDA203b THIRD FLOOR PLAN DIMENSIONEDA204 ROOF PLANA301 BUILDING ELEVATIONSA302 BUILDING ELEVATIONSA303 BUILDING ELEVATIONSA304 BUILDING ELEVATIONSA305 BUILDING SECTIONSA501 WINDOW & DOOR DETAILSA601 1ST LEVEL RCPA602 2ND LEVEL RCPA603 3RD LEVEL RCPA610 EXTERIOR LIGTHING PLANA801 WALL SECTIONSA901 DETAILSE101 1ST LEVEL ELECTRICAL PLANE102 2ND LEVEL ELECTRICAL PLANE103 3RD LEVEL ELECTRICAL PLANE201 ELECTRICAL PANEL & NOTESP101 PLUMBING RISERSTRUCTUREAGSTEN ENGINEERING INC.TEL: 561.272.5012CONTACT: ROBERT AGSTENEMAIL:RAGSTEN3@COMCAST.NETLANDSCAPE ARCHITECTLYNN BENDERTEL:561.644.3237CONTACT:LYN BENDEREMAIL:LBENDERLARCH@GMAIL.COMGENERAL CONTRACTORAJT CONSTRUCTIONTEL:561.799.5900CONTACT:FRAN DONZAEMAIL:FRAN@PHOENIXCOMPANIES.COMCIVIL ENGINEERLADYKO DESIGN GROUP LLCTEL:772.530.8361CONTACT:RICHARD LADYKOEMAIL:ENGINPOD225@AOL.COMTHIS IMAGE IS ONLY A REPRESENTATION OF PROJECT. REFER TO ELEVATIONSLOT 24, DIAMOND SANDS1City Comments EA 03/10/22 1 2City Comments EA 04/14/22 2 SV58.14' W I T N E S S L I NE (OA)(OA)N89°58'14"E 335.26'100.12'S89°58'14"W 293.92'S 2 0 °2 3 '4 2 "E 8 5 .3 4 '14.44' 23.27' S 2 1 °5 4 '5 8 "E 8 6 .2 2 'N 2 1 °5 4 '3 9 "W 8 6 .2 2 'S 2 1 °4 9 '2 1 "E 8 6 .1 6 'S 2 1 °4 1 '3 0 "E 2 5 .9 1 'S 2 0 °2 3 '4 2 "E 5 4 .3 1 '72.73'92.55'84.08'14.30' 23.42'EL.=0.00' (NAVD)LOCATED 8/20/2021MEAN HIGH WATER LINEEL.=0.51' (NAVD)LOCATED 8/20/2021SEASONAL HIGH WATER LINEEL.=5.25' (NAVD)LOCATED 8/20/20215.51'4.91'4.91'4.97'5.02'5.17'5.26'5.20'5.29'5.17'5.33'5.11'5.09'5.17'5.22'5.42'5.24'5.22'5.07'5.13'5.33'5.17'5.14'5.06'5.03'5.28'5.00 '4.93'5.19'5.38'5.21'4.55'4.42'5.26'4.95'10.98'10.89'11.50'12.25'1 2 .5 9 '8.28'6.28'6.01'8.13'8.09'8.08'6.77'4.68'2.92'-0.11'0.02'2.10'4.49'5.40'6.81'8.08'8.10'8.14'8.13'5.11'3.04'0.04'0.02'2.37'4.41'5.84 '7.81'7.73'7.86'7.61'5.71'4.81'2.35'0.37'-0.03'1.77'4 .1 3 '5 .4 3 '7.28'7.65'5.00'5.24'5.34'4.24'4.64'5.29'3.33'3.36'3.21'4.30'4.43'1.16'1.50'2.49'3.78'4.55'11.81'4.79'4.65'4.54'4.46'4.20'4.11'3.87'3.80'3.81'3.63'3.74'3.74'3.85'4.01'4.31'3.14'3.28'3.49'4.45'3 .8 9 '5.07'12.49'12.81'10.77'11.80'11.09'10.58'1 3 .1 0'12.68'10.93'8.28'8.02'7.95'13.29'10.53'11.08'7.47'2.94'4.87'4.52'4.49' 6.95' A T L A N T I C O C E A N 50'50'100'178.98' FROM 1988 CCCL TO 1978 CCCL180.83' FROM 1988 CCCL TO 1978 CCCLACCESS, UTILITY, DRAINAGE,LANDSCAPE AND WALL EASEMENT(WIDTH VARIES)1 0 ' P I P E L I N E E A S E M E N T (O R B 1 7 3 4 , P G . 6 1 6 ) S T A T E R O A D A -1 -A (1 0 0 ' P U B L I C R /W ) C ON C R E T E S IDE W A L K1978 COASTAL CONSTRUCTIONCONTROL LINE(PB 19, PG. 8A-8G)RECORDED 12/12/1978PUBLIC RECORDS OFST. LUCIE COUNTY, FLORIDA(SEE CCCL DETAIL)1988 COASTAL CONSTRUCTIONCONTROL LINE(PB 26, PG. 26-26I)RECORDED 09/15/1988PUBLIC RECORDS OFST. LUCIE COUNTY, FLORIDA(SEE CCCL DETAIL)F L O O D Z O N E "A O -2 " F L O O D Z O N E "A E -4 " F L O O D Z O N E "V E -9 " F L O O D Z O N E "A O -2 "FD. 5/8" IRNO ID1988 CCCLSET 5/8" IRCLB 6905N:1084882.80E:907823.85C B S W A L L P L A T T E D M H W L (PB . 5 4 , P G . 4 0) 4 ' A L U M I N U M FE N C E C R E S T O F D U N E LOT 23DIAMOND SANDS(PB 54, PG. 40)VACANTCOASTALSTRANDSITE BENCHMARKSET P/K N&DLB 6905EL.=4.93' (NAVD)LOT 25DIAMOND SANDS(PB 54, PG. 40)VACANTPAVEMENTT .O .B . T .O .B .TRACT "A"5'-0"SETBACK PERST. LUCIE COUNTY35'-0"CONSERVATION EASEMENT10'-0"7'-6"SIDE SETBACK7'-6"SIDE SETBACK27'-0"REAR SETBACK19'-7"20'-0"FRONT SETBACK19.58'75.17'SS0 .0 0'0.5 1 '1 .00 '2.00'3.00'4 .0 0 '5 .00 '5.25'6.0 0'7.00'8.00'9 .00' 10.0 0 '47.77'LOT 24TWO STORY + GARAGESINGLE FAMILY HOUSECBS STRUCT.GARAGE (+6.13' NAVD)LOWER LEVEL (+10.00' NAVD)MAIN LEVEL (+22.00' NAVD)UPPER LEVEL (+36.00' NAVD)RESIDENCE, POOL, & TERRACE140' - 8"STRUCTURE BELOWCANTELEVERED POOL DECK10' - 0"64' - 11"33' - 7"56' - 6"21' - 6"29' - 1"FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A100PERMIT SET 02.11.20221" = 20'-0"1OVERALL SITE PLANTOTAL AREA4-CAR GARAGE 1150 SFBONUS AREA 1026 SFUNFINISHED SPACE 701 SF1ST FLOOR ENTRY LOBBY A/C 387 SFCOV'D ENTRY 38 SF3302 SF2ND FLOOR A/C 2300 SFCOV'D OUTDOOR LIVING 227 SFCOV'D BALCONY 91 SFCOV'D TERRACE 8 SF2626 SF3RD FLOOR A/C 2581 SFCOV'D TERRACE 209 SFCOV'D BALCONY 91 SFMASTER COV'D TERRACE 44 SFCOV'D TERRACE 8 SF2933 SFTOTAL AREA 8861 SFAIR CONDITIONED AREA1ST FLOOR ENTRY LOBBY A/C 387 SF2ND FLOOR A/C 2300 SF3RD FLOOR A/C 2581 SFTOTAL AC AREA 5268 SFSITE PLAN NOTES1 GC TO COORDINATE LANDSCAPING BUFFER AROUND ALLEQUIPMENT. REFER TO LANDSCAPE DRAWINGS.2 ALL EQUIPMENT TO BE INSTALLED MININUM FEMA FLOODELEVATION. GC TO COORDINATE3 REFER TO CIVIL DRAWINGS FOR ANY CONNECTIONS OF DECKDRAINS. GC TO COORDINATE4 GC TO COORDINATE PERIMETER FENCE AND GATES COMPLY WITHALL POOL ENCLOSURE REQUIREMENTS.5 PER FBC 2020 (312.1.1) GUARDS SHALL BE PROVIDED FOR THOSEPORTIONS OF OPEN-SIDED WALKING SURFACES, INCLUDINGSTAIRS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30"MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANYPOINT WITHIN 24" HORIZONTALLY TONON A/C AREA CALCULATION4-CAR GARAGE 1150 SFCOV'D ENTRY 38 SFBONUS AREA 1026 SFCOV'D OUTDOOR LIVING 227 SFCOV'D TERRACE 8 SFCOV'D TERRACE 8 SFUNFINISHED SPACE 701 SFMASTER COV'D TERRACE 44 SFCOV'D TERRACE 209 SFCOV'D BALCONY 91 SFCOV'D BALCONY 91 SFTOTAL3593 SF DN WH 6-CAR GARAGE BONUS AREA ENTRY LOBBY ELEVATOR UNFINISHED SPACE COV'D ENTRY x 9' - 8" OPEN TO ABOVE UP 2"6"2"6"2" SLOPE SLOPE MECH. X 39' - 2" 16' - 4" 54' - 1"6.6"LOWER LEVEL EL. 10.00' NAVD 6.6"6" GARAGE LEVEL EL. 6.13' NAVD 4" 111 110 113 112 104 103 102101 112 106 107 108 101 100 1 A305 103 102 104 105a 4' - 0" 4"6" 6" 6" 6" 6" 6" 21R @ 6.86" = 12' -0" EL. 9.50' NAVD EL. 9.27' NAVD 26' - 4" GRADE SHALL BE RAISED IN THIS AREA 6'' BELOW THE DOOR. SEE CIVIL DRAWINGS. GRADE SHALL BE RAISED IN THIS AREA TO MEET STEPS. SEE CIVIL DRAWINGS. 111 109 113 110 25' - 7" (6) FLOOD VENTS REQUIRED. EA. VENT 200SF. AS PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS CU #1 CU #2 CU #3 PANEL A PANEL B PANEL P X 8' - 8" HB HB OUTDOOR SHOWER POOL EQUIP. REFER TO STRUCTURAL FOR CONCRETE PAD 0' - 10"0' - 10" R @ 9"18 105b 114 x 20' - 3" x 42' - 9" 100 FLOOD VENT BELOW WINDOW FLOOD VENT BELOW WINDOW 1 1 FLOOD VENT CALCULATIONS CMU WALL 8"12" MAX.8X16 FLOOD VENT BY "SMART VENT" MODEL #1540-520 PROPOSED GRADE GARAGE FIN. FLOOR GARAGE 1,150 S.F. VENT (as per manuf. specs.)200 S.F. TOTAL 6 VENTS MINIMUM = 1,200SF 1 WALL LEGEND FRANGIBLE WALL CMU WALL COLUMN PARTITION WALL FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATE ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO 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 TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077 A201aPERMIT SET 04.14.20221/4" = 1'-0"1 FIRST FLOOR PLAN NOTED LOWER LEVEL INTERIOR DOOR SCHEDULE Number Width Height TYPE Location Fire Rating NOTES 110 2' - 0"8' - 0"Interior ENTRY LOBBY 111 6' - 0"8' - 0"Interior BONUS AREA 1-3/4" THICK, SOLID CORE w/ SOLID RABBETED JAMBS & SELF CLOSER 112 3' - 0"8' - 0"Interior 6-CAR GARAGE 1-3/4" THICK, SOLID CORE w/ SOLID RABBETED JAMBS & SELF CLOSER 113 3' - 0"8' - 0"Interior ELEVATOR 114 3' - 0"8' - 0"Interior UNFINISHED SPACE LOWER LEVEL EXTERIOR DOOR SCHEDULE WT Width Height TYPE Fire Rating NOTES 100 3' - 0"10' - 0"Exterior 101 3' - 0"8' - 0"Exterior 102 3' - 0"8' - 0"Exterior 103 3' - 0"8' - 0"Exterior 104 18' - 0"10' - 0"Exterior LOWER LEVEL WINDOW SCHEDULE Number Width Height Type Head Height El.Notes 100 2' - 0"10' - 0"FIXED 10' - 0" 101 2' - 0"10' - 0"FIXED 10' - 0" 102 3' - 0"10' - 0"FIXED 10' - 0" 103 3' - 0"10' - 0"FIXED 10' - 0" 104 3' - 0"10' - 0"FIXED 10' - 0" 105a 3' - 0"7' - 0"CASEMENT 8' - 0" 105b 3' - 0"2' - 0"FIXED 10' - 0" 106 3' - 0"10' - 0"FIXED 9' - 6" 107 3' - 0"10' - 0"FIXED 9' - 6" 108 3' - 0"10' - 0"FIXED 9' - 6" 109 3' - 0"2' - 0"FIXED 9' - 6" 110 3' - 0"2' - 0"FIXED 8' - 0" 111 3' - 0"2' - 0"FIXED 8' - 0" 112 3' - 0"2' - 0"FIXED 8' - 0" 113 3' - 0"2' - 0"FIXED 8' - 0" = 13'-6'' 3/4" = 1'-0"2 DTL FLOOD VENT 1 City Comments EA 03/10/22 1 City Comments EA 04/14/22 2 DN6-CAR GARAGEBONUS AREAENTRY LOBBYELEVATORUNFINISHEDSPACECOV'D ENTRYx 9' - 8"DASHED LINE DENOTESLINE OF 2ND FLOOR ABOVEOPEN TO ABOVEUP2"4"4"4"4"4"2"6"6"6"2" SLOPESLOPEMECH.4"4"4"6"10' - 0"10' - 0"10' - 0"64' - 11"21' - 6"5' - 0"8' - 5"5' - 2"6' - 7"18' - 2"1' - 2"7' - 6"1' - 2"1' - 2"1' - 7"1' - 9"0' - 10"14' - 8"11' - 5"27' - 11"11' - 0"3' - 3"8' - 9"18' - 3"12' - 8"0' - 8"20' - 1"5' - 2"0' - 8"19' - 6"0' - 8"17' - 6"0' - 8"4' - 3"0' - 8"5' - 10"22' - 0"16' - 4"0' - 8"20' - 6"0' - 8"6' - 4"17' - 0"10' - 10"0' - 8"2' - 6"4' - 2"17' - 5"3' - 5"12' - 11"6 6 ' - 11 "65' - 0"11' - 0"3' - 3"0' - 8"3' - 0"5' - 1"0' - 8"10' - 6"0' - 4"1' - 8"2' - 9"1' - 8"18' - 1"1' - 9"5' - 0"0' - 6"7' - 6"0' - 5"5' - 2"6' - 0"0' - 7"9' - 1"9' - 1"0' - 8"0' - 8"16' - 3"0' - 8"12' - 8"0' - 8"4' - 2"0' - 8"0' - 8"0' - 8"42' - 9"0' - 8"5' - 0"0' - 8"11' - 5"LOWER LEVELEL. 10.00' NAVDGARAGE LEVELEL. 6.13' NAVD6' - 3"7' - 1"6' - 10"109.02°111.50°68.50°31' - 7"29' - 9"3' - 7"5' - 1"54' - 1"47' - 1"3' - 0 1/8"23' - 2"FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A201bPERMIT SET 02.11.20221/4" = 1'-0"1FIRST FLOOR PLAN DIMENSIONED 24232221201918171615 14 13 12 11 10987654321OFFICE/ CLUBROOMKITCHEN/ DININGROOMELEV.GUEST BATH7' - 2"POOLLIVING ROOM5' - 4"5' - 2"X 5' - 4"SPABBQREFFRZCOV'D OUTDOORLIVINGOUTDOOR LIVINGX 10' - 5"X 10' - 5"DASHED LINE DENOTESLINE OF 3RD FLOOR ABOVEOPEN TO ABOVE & BELOWUPDN6"6"6"2"6"W.I.CBUTLERSPANTRYREFFRZGUEST BEDROOMMECH.POWDER23' - 0"20' - 0"X 28' - 6"CABANA2ND FLOORENTRY FOYERx 8' - 8"VESTIBULE4"10' - 0"X 22' - 7"WINE3' - 4"X 5' - 2"LINEN12' - 0"X 5' - 0"X 14' - 3"10' - 6"X 5' - 8"16' - 0"X 17' - 6"2ND LEVELEL. 22.00' NAVDLOWER LEVELEL. 21.50' NAVD27' - 0"8' - 4"2052042032022012142182152162132192212202102122112172122112082072062052042032012132102091A30521R @ 6.86" = 12' - 0"24R @ 7.00" = 14' - 0"DWX 22' - 1"15' - 5"200COV'D TERRACEx 18' - 2"5' - 0"4"x 22' - 10"200202214215216217218219220221222223224225226227228229230231FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A202aPERMIT SET 04.14.20221/4" = 1'-0"1SECOND FLOOR PLAN NOTEDSECOND FLOOR EXTERIOR DOOR SCHEDULENumber Width Height TYPE Fire Rating NOTES200 12' - 0" 9' - 0" Exterior201 2' - 6" 8' - 0" Exterior202 12' - 0" 10' - 0" Exterior203 20' - 0" 10' - 0" Exterior204 18' - 0" 10' - 0" Exterior205 8' - 0" 9' - 0" ExteriorSECOND FLOOR INTERIOR DOOR SCHEDULENumber Width Height TYPE Location Fire Rating NOTES210 5' - 0" 9' - 0" Interior OFFICE/ CLUB ROOM211 2' - 6" 8' - 0" Interior CABANA212 5' - 0" 9' - 0" Interior OFFICE/ CLUB ROOM213 2' - 6" 8' - 0" Interior BUTLERS PANTRY214 3' - 0" 8' - 0" Interior GUEST BEDROOM215 2' - 6" 8' - 0" Interior W.I.C216 2' - 6" 8' - 0" Interior GUEST BATH217 2' - 6" 8' - 0" Interior GUEST BATH218 2' - 8" 8' - 0" Interior POWDER219 2' - 0" 8' - 0" Interior MECH.220 2' - 0" 8' - 0" Interior WINE221 3' - 0" 8' - 0" Interior ELEV.SECOND FLOOR WINDOW SCHEDULENumber Width Height TypeHeadHeightEl.Notes200 2' - 0" 9' - 0" FIXED 11' - 0"201 3' - 6" 9' - 0" FIXED 11' - 0"202 2' - 0" 9' - 0" FIXED 11' - 0"203 3' - 0" 11' - 0" FIXED 11' - 0"204 3' - 0" 11' - 0" FIXED 11' - 0"205 3' - 0" 11' - 0" FIXED 11' - 0"206 3' - 0" 11' - 0" FIXED 11' - 0"207 3' - 0" 11' - 0" FIXED 11' - 0"208 3' - 0" 11' - 0" FIXED 11' - 0"209 3' - 0" 10' - 0" FIXED 10' - 0"210 3' - 0" 10' - 0" FIXED 10' - 0"211 3' - 0" 6' - 6" FIXED 10' - 0"212 3' - 0" 4' - 0" FIXED 10' - 0"213 2' - 6" 5' - 0" FIXED 10' - 0"214 4' - 0" 2' - 0" FIXED 11' - 0"215 4' - 0" 2' - 0" FIXED 11' - 0"216 4' - 0" 2' - 0" FIXED 11' - 0"217 4' - 0" 2' - 0" FIXED 12' - 0"218 4' - 0" 2' - 0" FIXED 12' - 0"219 4' - 0" 2' - 0" FIXED 12' - 0"220 5' - 0" 2' - 0" FIXED 12' - 0"221 5' - 0" 2' - 0" FIXED 12' - 0"222 5' - 0" 2' - 0" FIXED 12' - 0"223 5' - 0" 2' - 0" FIXED 12' - 0"224 3' - 0" 2' - 0" FIXED 12' - 0"225 3' - 0" 2' - 0" FIXED 12' - 0"226 4' - 6" 2' - 0" FIXED 12' - 0"227 4' - 6" 2' - 0" FIXED 12' - 0"228 4' - 6" 2' - 0" FIXED 12' - 0"229 4' - 6" 2' - 0" FIXED 12' - 0"230 4' - 0" 2' - 0" FIXED 11' - 0"231 4' - 0" 2' - 0" FIXED 11' - 0"2City Comments EA 04/14/22 2City Comments EA 03/10/22 1 24232221201918171615 14 13 12 11 10987654321OFFICE/ CLUBROOMKITCHEN/ DININGROOMELEV.GUEST BATHPOOLLIVING ROOMSPABBQREFFRZCOV'D OUTDOORLIVINGOUTDOOR LIVINGDASHED LINE DENOTESLINE OF 3RD FLOOR ABOVEOPEN TO ABOVE & BELOWUPDN6"6"6"2"6"W.I.CBUTLERSPANTRYREFFRZGUEST BEDROOMMECH.POWDERCABANA2ND FLOORENTRY FOYERVESTIBULE4"10' - 8"WINELINEN57' - 2"17' - 0"7' - 9"21' - 9"10' - 8"15' - 6"6' - 0"5' - 0"8' - 5"5' - 2"6' - 7"64' - 11"3' - 9"8' - 0"3' - 9"6' - 0"5' - 0"0' - 3"7' - 11"0' - 3"5' - 2"6' - 0"0' - 7"3' - 9"11' - 0"3' - 3"8' - 9"33' - 7"3' - 9"1' - 1"2' - 6"7' - 5"3' - 3"0' - 8"8' - 1"11' - 3"13' - 0"9' - 4"6' - 4"28' - 11"7' - 0"22' - 8"64' - 11"17' - 8"0' - 4"5' - 2"0' - 4"20' - 0"0' - 8"3' - 11"0' - 4"9' - 4"4' - 6"0' - 8"5' - 10"3' - 6"0' - 4"10' - 5"0' - 8"5' - 8"0' - 4"14' - 3"0' - 8"1' - 0"1' - 0"12' - 0"0' - 4"5' - 4"0' - 6"5' - 0"0' - 4"20' - 0"1' - 0"10' - 5"0' - 4"5' - 4"0' - 4"3' - 8"0' - 4"5' - 2"0' - 4"19' - 6"0' - 8"6' - 4"6' - 0"17' - 10"5' - 1"7' - 0"11' - 0"11' - 8"45' - 5"0' - 8"17' - 6"1' - 0"23' - 3"0' - 4"8' - 4"0' - 8"16' - 11"12' - 0"0' - 8"5' - 0"0' - 8"0' - 8"37' - 2"1' - 0"22' - 9"0' - 8"0' - 8"10' - 6"0' - 4"30' - 5"0' - 8"5' - 0"0' - 8"2' - 6"0' - 4"3' - 8"18' - 0"6' - 9"1' - 0"1' - 11"2' - 7"1' - 6"2ND LEVELEL. 22.00' NAVDLOWER LEVELEL. 21.50' NAVDCOV'D TERRACE1' - 1"4' - 5"1' - 2"4' - 10"1' - 2"4' - 5"1' - 2"1' - 2"3' - 10"FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A202bPERMIT SET 02.11.20221/4" = 1'-0"1SECOND FLOOR PLAN DIMENSIONED 24232221201918171615 14 13 12 11 10987654321BEDROOM 2MASTERBEDROOMHER W.I.CBATH 2BEDROOM 3W.I.C9' - 2"13' - 10"X 14' - 0"ELEV.X 7' - 10"OPEN TO BELOWDNX 14' - 11"2"2"TV ROOM3RD FLOORENTRY FLOOYERLOUNGEW.I.C4"20' - 11"HIS W.I.C6' - 2"X 13' - 0"15' - 2"X 12' - 3"17' - 2"X 8' - 5"MECH.LINENUTILITY ROOM12' - 8"X 7' - 6"STO.X 16' - 0"MASTERBATHROOMx 5' - 0"11' - 6"BATH 3X 17' - 8"12' - 1"X 12' - 4"2"X 5' - 1"8' - 0"COV'DTERRACEX 23' - 4"MASTERTERRACE6' - 9"X 6' - 6"5' - 2"5' - 2"X 12' - 4"X 12' - 4"4"WET BARVESTIBULE16' - 4"4"4"303302323322324326328325318319320321310315314316312311313317327317316315314313310a309a308a3073063053043033023013003191A3053RD LEVELEL. 36.00' NAVD31230131131820' - 11"8' - 11"309b308b310b300COV'D TERRACEx 18' - 2"5' - 0"4"320321322323324325326327328329330331332333334335336337FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A203aPERMIT SET 04.14.20221/4" = 1'-0"1THIRD FLOOR PLAN NOTEDTHIRD FLOOR EXTERIOR DOOR SCHEDULENumber Width Height TYPE Fire Rating NOTES300 8' - 0" 8' - 0" Exterior301 12' - 0" 8' - 0" Exterior302 6' - 0" 8' - 0" Exterior303 8' - 0" 8' - 0" ExteriorTHIRD FLOOR INTERIOR DOOR SCHEDULENumber Width Height TYPE Location Fire Rating NOTES310 3' - 0" 8' - 0" Interior BEDROOM 3311 2' - 6" 8' - 0" Interior W.I.C312 2' - 6" 8' - 0" Interior BATH 3313 2' - 6" 8' - 0" Interior BATH 3314 2' - 8" 8' - 0" Interior BEDROOM 2315 2' - 6" 8' - 0" Interior W.I.C316 2' - 6" 8' - 0" Interior BATH 2317 2' - 6" 8' - 0" Interior BATH 2318 3' - 0" 8' - 0" Interior MASTER BEDROOM319 2' - 6" 8' - 0" Interior MASTER BATHROOM320 2' - 6" 8' - 0" Interior MASTER BATHROOM321 2' - 6" 8' - 0" Interior MASTER BATHROOM322 2' - 6" 8' - 0" Interior HER W.I.C323 2' - 0" 8' - 0" Interior STO.324 2' - 6" 8' - 0" Interior HIS W.I.C325 3' - 0" 8' - 0" Interior UTILITY ROOM326 2' - 0" 8' - 0" Interior MECH.327 4' - 0" 8' - 0" Interior LINEN328 3' - 0" 8' - 0" Interior ELEV.THIRD FLOOR WINDOW SCHEDULENumber Width Height TypeHeadHeightEl.Notes300 2' - 0" 10' - 0" FIXED 10' - 0"301 3' - 6" 10' - 0" FIXED 10' - 0"302 2' - 0" 10' - 0" FIXED 10' - 0"303 3' - 0" 10' - 0" FIXED 10' - 0"304 3' - 0" 10' - 0" FIXED 10' - 0"305 3' - 0" 10' - 0" FIXED 10' - 0"306 3' - 0" 4' - 0" FIXED 9' - 0"307 3' - 0" 4' - 0" FIXED 9' - 0"308a 3' - 0" 5' - 0" CASEMENT 8' - 0"308b 3' - 0" 3' - 0" FIXED 3' - 0"309a 5' - 0" 5' - 0" FIXED 8' - 0"309b 5' - 0" 3' - 0" FIXED 3' - 0"310a 3' - 0" 5' - 0" CASEMENT 8' - 0"310b 3' - 0" 3' - 0" FIXED 3' - 0"311 3' - 0" 10' - 0" FIXED 10' - 0"312 3' - 0" 3' - 0" FIXED 8' - 0"313 5' - 0" 5' - 0" FIXED 8' - 0"314 4' - 10" 8' - 0" FIXED 8' - 0"315 4' - 10" 8' - 0" FIXED 8' - 0"316 4' - 10" 8' - 0" FIXED 8' - 0"317 3' - 0" 8' - 0" FIXED 8' - 0"318 3' - 0" 8' - 0" FIXED 8' - 0"319 2' - 6" 5' - 0" FIXED 8' - 0"320 4' - 0" 2' - 0" FIXED 10' - 0"321 4' - 0" 2' - 0" FIXED 10' - 0"322 3' - 0" 2' - 0" FIXED 10' - 0"323 5' - 0" 2' - 0" FIXED 10' - 0"324 3' - 0" 2' - 0" FIXED 10' - 0"325 4' - 0" 2' - 0" FIXED 10' - 0"326 4' - 0" 2' - 0" FIXED 10' - 0"327 4' - 0" 2' - 0" FIXED 10' - 0"328 5' - 0" 2' - 0" FIXED 10' - 0"329 3' - 0" 2' - 0" FIXED 10' - 0"330 3' - 0" 2' - 0" FIXED 10' - 0"331 4' - 10" 2' - 0" FIXED 10' - 0"332 4' - 10" 2' - 0" FIXED 10' - 0"333 4' - 10" 2' - 0" FIXED 10' - 0"334 3' - 0" 2' - 0" FIXED 10' - 0"335 3' - 0" 2' - 0" FIXED 10' - 0"336 4' - 0" 2' - 0" FIXED 10' - 0"337 4' - 0" 2' - 0" FIXED 10' - 0"City Comments EA 04/14/22 2City Comments EA 03/10/22 1 2 24232221201918171615 14 13 12 11 10987654321BEDROOM 2MASTERBEDROOMHER W.I.CBATH 2BEDROOM 3W.I.CELEV.OPEN TO BELOWDN2"2"TV ROOM3RD FLOORENTRY FLOOYERLOUNGEW.I.C4"HIS W.I.CMECH.LINENUTILITY ROOMSTO.MASTERBATHROOMBATH 32"COV'DTERRACEMASTERTERRACE4"WET BARVESTIBULE4"4"56' - 6"6' - 8"64' - 11"18' - 2"6' - 7"5' - 2"8' - 5"5' - 0"6' - 0"15' - 6"18' - 2"0' - 7"6' - 0"5' - 2"0' - 3"7' - 11"5' - 3"6' - 0"3' - 9"8' - 0"3' - 9"11' - 0"3' - 3"8' - 9"3' - 9"1' - 1"2' - 6"7' - 5"3' - 3"0' - 8"3' - 1"5' - 0"16' - 0"5' - 6"64' - 11"16' - 2"6' - 6"23' - 3"19' - 0"3' - 0"3' - 0"0' - 8"6' - 8"0' - 10"14' - 6"0' - 10"0' - 9"2' - 6"2' - 6"0' - 9"23' - 3"3' - 6"12' - 0"3' - 6"0' - 8"6' - 10"0' - 8"6' - 10"0' - 8"6' - 10"0' - 8"7' - 5"6' - 8"0' - 10"5' - 10"0' - 10"53' - 11"1' - 0"1' - 0"15' - 2"0' - 4"17' - 2"0' - 4"20' - 11"0' - 8"0' - 10"20' - 0"0' - 4"6' - 2"0' - 4"3' - 8"0' - 4"13' - 10"0' - 8"0' - 4"4' - 0"0' - 4"2' - 8"0' - 4"0' - 8"8' - 9"3' - 6"0' - 4"7' - 6"0' - 8"4' - 6"0' - 8"8' - 8"0' - 4"3' - 11"0' - 8"12' - 4"0' - 4"5' - 0"0' - 6"15' - 10"0' - 4"14' - 0"0' - 4"14' - 11"6' - 8"0' - 4"23' - 2"0' - 6"17' - 8"0' - 8"0' - 9"0' - 8"24' - 5"0' - 4"1' - 0"8' - 0"0' - 4"3' - 9"0' - 4"9' - 2"0' - 4"0' - 4"5' - 2"0' - 4"5' - 2"0' - 4"0' - 8"17' - 8"6' - 7"8' - 5"0' - 4"3' - 6"0' - 4"13' - 0"3' - 10"0' - 4"0' - 8"2' - 11"0' - 4"43' - 11"15' - 1"36' - 7"63' - 2"49' - 10"12' - 1"11' - 6"COV'D TERRACE4"1' - 0"1' - 2"4' - 5"1' - 2"4' - 10"1' - 2"4' - 5"1' - 1 1/4"FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A203bPERMIT SET 02.11.20221/4" = 1'-0"1THIRD FLOOR PLAN DIMENSIONED 4:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:121/4'':12CRICKET BY OTHERS CRICKET BY OTHERS 1/4'':12''1/4'':12''FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A204PERMIT SET 04.14.2022NOTES ROOF1 THIS ROOF PLAN IS FOR GRAPHIC INFORMATIONONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...)2 G.C. SHALL CONFIRM ALL STRUCTURAL COLUMNSAND BEAM SIZE, LOCATION AND REINFORCEMENTWITH STRUCTURAL ENGINEER'S DRAWINGS PRIORTO CONSTRUCTION.3 G.C. TO VERIFY POSITIVE SLOPE AT FINISHED FLOORTO ENSURE PROPER DRAINAGE AT ALL LANAIS,COVERED ENTRY, OUTDOOR LIVING SPACES,BALCONY'S AND GARAGE4 G.C. TO PROVIDE SUCRASEAL (OR EQUAL)INSULATION AT THE UNDERSIDE OF ALL ROOF SLABSINCLUDING GARAGES, LANAIS AND BALCONIES IFAPPLICABLE. G.C. TO ALSO PROVIDE MAKE UP AIREQUAL TO ULTRA AIR ADEQUATE FOR THIS SYSTEM.G.C. TO PROVIDE (2) VENTS INSTALLED INSIDE THEGARAGE OPEN TO THE ATTIC SPACE.5 REFER TO STRUCTURAL DRAWINGS FOR EXACTLOCATION OF COLUMNS AND ADDITIONALINFORMATION.6 REFER TO THE REFLECTED CEILING PLAN FOR ALLHEIGHTS, DIMENSIONS AND CEILING DETAILS.7 G.C. TO COORDINATE ARCHITECTURAL DRAWINGSWITH INTERIOR DESIGN DRAWINGS FOR EXACTDIMENSION AND CEILING DESIGN.8 SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOFCONSTRUCTION1/4" = 1'-0"1ROOF PLANRoof ChangesEA03/10/22 1Roof Changes EA04/14/2222 GARAGE LEVEL-3' -9"3RD FL. (T.O.S.)26' -0"2ND FL. (T.O.S.)12' -0"1ST FL. (T.O.S)0"T.O. BEAM(46.00' NAVD)37' -0"11' - 0"14' - 0"12' - 0"3' - 9"T.O. ROOF(52.90' NAVD)43' -11"6' - 11"43' - 11"LOWESTHORIZONTALSTRUCT.7' -6"MEAN ROOF HT.ABOVE L.H.S.40' -7"33' - 1"124124124(6.25' NAVD)(10.00' NAVD)(17.50' NAVD)(22.00' NAVD)(36.00' NAVD)(47.00' NAVD)(50.58' NAVD)(53.92' NAVD)0111060406031002020310071107110310138''x16'' FLOOD VENTS.MAX. 12'' ABOVE GRADE11ALLOWED MAX. HEIGHT OF MEAN HIGH ROOF LINE (52.51' NAVD) 4/12 ROOF LINE 242' -6''MATERIALS AND PROFILESIMPACT RATED ENTRY DOOREXTERIOR WALL SIDINGEXTERIOR WALL W/ SMOOTH STUCCO36'' H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE)IMPACT RATED GARAGE WOOD DOOR-STAINEDIMPACT RATED DOOR/WINDOWWALL MOUNTED LIGHT SCONCEALUMN. COLUMN COVERSFLOOD VENT (SEE SHEET A200a FOR DETAILS) 0102030405060708095V CRIMP METAL ROOF, TYP.10FAUX WOOD PANELING FINISH1112 FLOOD VENTS (SEE SHEET A200b FOR DETAILS)EXTERIOR DOOR CASING TO TERMINATE SIDING13FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A301PERMIT SET 04.14.20221/4" = 1'-0"1FRONT (WEST) ELEVATIONCity Comments EA 03/10/22 1 City Comments EA 04/14/22 2 GARAGE LEVEL-3' -9"3RD FL. (T.O.S.)26' -0"2ND FL. (T.O.S.)12' -0"1ST FL. (T.O.S)0"T.O. BEAM(46.00' NAVD)37' -0"T.O. ROOF(52.90' NAVD)43' -11"3' - 9"12' - 0"14' - 0"11' - 0"6' - 11"43' - 11"LOWESTHORIZONTALSTRUCT.7' -6"MEAN ROOF HT.ABOVE L.H.S.40' -7"33' - 1"124124124(6.25' NAVD)(10.00' NAVD)(17.50' NAVD)(22.00' NAVD)(36.00' NAVD)(47.00' NAVD)(50.58' NAVD)(53.92' NAVD)BOTTOM OF POOL SHELL @ EL. 15.00' NAVD1104061003040303101106030313068''x16'' FLOOD VENTS.MAX. 12'' ABOVE GRADE12MATERIALS AND PROFILESIMPACT RATED ENTRY DOOREXTERIOR WALL SIDINGEXTERIOR WALL W/ SMOOTH STUCCO36'' H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE)IMPACT RATED GARAGE WOOD DOOR-STAINEDIMPACT RATED DOOR/WINDOWWALL MOUNTED LIGHT SCONCEALUMN. COLUMN COVERSFLOOD VENT (SEE SHEET A200a FOR DETAILS) 0102030405060708095V CRIMP METAL ROOF, TYP.10FAUX WOOD PANELING FINISH1112 FLOOD VENTS (SEE SHEET A200b FOR DETAILS)EXTERIOR DOOR CASING TO TERMINATE SIDING13FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A302PERMIT SET 04.14.20221/4" = 1'-0"1REAR (EAST) ELEVATIONCity Comments EA 03/10/22 1 City Comments EA 04/14/22 2 GARAGE LEVEL-3' -9"3RD FL. (T.O.S.)26' -0"2ND FL. (T.O.S.)12' -0"1ST FL. (T.O.S)0"T.O. BEAM(46.00' NAVD)37' -0"T.O. ROOF(52.90' NAVD)43' -11"3' - 9"12' - 0"14' - 0"11' - 0"6' - 11"43' - 11"LOWESTHORIZONTALSTRUCT.7' -6"MEAN ROOF HT.ABOVE L.H.S.40' -7"33' - 1"124124124(6.25' NAVD)(10.00' NAVD)(17.50' NAVD)(22.00' NAVD)(36.00' NAVD)(47.00' NAVD)(50.58' NAVD)(53.92' NAVD)060403100204031011110306070706128''x16'' FLOOD VENTS.MAX. 12'' ABOVE GRADE12MATERIALS AND PROFILESIMPACT RATED ENTRY DOOREXTERIOR WALL SIDINGEXTERIOR WALL W/ SMOOTH STUCCO36'' H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE)IMPACT RATED GARAGE WOOD DOOR-STAINEDIMPACT RATED DOOR/WINDOWWALL MOUNTED LIGHT SCONCEALUMN. COLUMN COVERSFLOOD VENT (SEE SHEET A200a FOR DETAILS) 0102030405060708095V CRIMP METAL ROOF, TYP.10FAUX WOOD PANELING FINISH1112 FLOOD VENTS (SEE SHEET A200b FOR DETAILS)EXTERIOR DOOR CASING TO TERMINATE SIDING13FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A303PERMIT SET 04.14.20221/4" = 1'-0"1SIDE (NORTH) ELEVATIONCity Comments EA 03/10/22 1 City Comments EA 04/14/22 2 GARAGE LEVEL-3' -9"3RD FL. (T.O.S.)26' -0"2ND FL. (T.O.S.)12' -0"1ST FL. (T.O.S)0"T.O. BEAM(46.00' NAVD)37' -0"T.O. ROOF(52.90' NAVD)43' -11"LOWESTHORIZONTALSTRUCT.7' -6"MEAN ROOF HT.ABOVE L.H.S.40' -7"6' - 11"11' - 0"14' - 0"12' - 0"3' - 9"43' - 11"33' - 1"12412412410' - 10"(6.25' NAVD)(10.00' NAVD)(17.50' NAVD)(22.00' NAVD)(36.00' NAVD)(47.00' NAVD)(50.58' NAVD)(53.92' NAVD)07110604060310020310100706020603121111038''x16'' FLOOD VENTS.MAX. 12'' ABOVE GRADE112MATERIALS AND PROFILESIMPACT RATED ENTRY DOOREXTERIOR WALL SIDINGEXTERIOR WALL W/ SMOOTH STUCCO36'' H. ALUMINUM RAILING (DESIGN TO REJECT 4" SPHERE)IMPACT RATED GARAGE WOOD DOOR-STAINEDIMPACT RATED DOOR/WINDOWWALL MOUNTED LIGHT SCONCEALUMN. COLUMN COVERSFLOOD VENT (SEE SHEET A200a FOR DETAILS) 0102030405060708095V CRIMP METAL ROOF, TYP.10FAUX WOOD PANELING FINISH1112 FLOOD VENTS (SEE SHEET A200b FOR DETAILS)EXTERIOR DOOR CASING TO TERMINATE SIDING13FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A304PERMIT SET 04.14.20221/4" = 1'-0"1SIDE (SOUTH) ELEVATIONCity Comments EA 03/10/22 1 City Comments EA 04/14/22 2 GARAGE LEVEL-3' -9"3RD FL. (T.O.S.)26' -0"2ND FL. (T.O.S.)12' -0"1ST FL. (T.O.S)0"T.O. BEAM(46.00' NAVD)37' -0"T.O. ROOF(52.90' NAVD)43' -11"LOWESTHORIZONTALSTRUCT.7' -6"MEAN ROOF HT.ABOVE L.H.S.40' -7"LIVING ROOM2ND FLOORENTRY FOYERENTRY LOBBYBONUS AREAUNFINISHEDSPACE3RD FLOORENTRY FLOOYERLOUNGECOV'DTERRACE(53.92' NAVD)A801112412412433' - 1"12' - 0"POOL10' - 0"SLOPE222FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A305PERMIT SET 04.14.20221/4" = 1'-0"1Section A-ACity Comments EA 03/10/22 1 City Changes EA 04/14/22 2 EXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK INTERIORLINE OF OPENING BEYONDPREFAB EXTERIOR IMPACT RATED DOOR & FRAME WITH WEATHERSTRIPPING. INSTALL PER NOASMOOTH STUCCO FINISHPRECAST LINTEL OR POURED BEAM. SEE STRUCTURAL1/4" SHIM SPACE w/ INSULATIONCAULK AS NEEDEDJAMB EXTENSION AS NEEDED1 X 6 PT NAILERMETAL FURRING w/ INSULATION5/8" GYPSUM BOARDCASINGGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENING1 X 6 PT NAILERPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK EXTERIORINTERIOR5/8 SMOOTH STUCCO FINISH PREFAB EXTERIOR IMPACT RATED DOOR & FRAME WITH WEATHERSTRIPPING. INSTALL PER NOAMETAL FURRING w/ INSULATIONFILLED CELL OR POURED COLUMN. SEE STRUCTURAL1/4" SHIM SPACE w/ INSULATIONWATERPROOFINGCAULK AS NEEDEDJAMB EXTENSION AS NEEDED5/8" GYPSUM BOARDCASINGEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. w/ VULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSINTERIORPREFAB EXTERIOR IMPACT RATED DOOR & FRAME WITH WEATHERSTRIPPING. INSTALL PER NOA3/4" RECESS CONCRETE SLAB TYP.TOP OF SLABFINISHED FLOORFINISH MATERIALVULKEM HIGH TRAFFIC COATINGSEE PLANSEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK INTERIORLINE OF OPENING BEYONDPREFAB EXTERIOR IMPACT RATED DOOR & FRAME WITH WEATHERSTRIPPING. INSTALL PER NOASMOOTH STUCCO FINISHPRECAST LINTEL OR POURED BEAM. SEE STRUCTURAL1/4" SHIM SPACE w/ INSULATIONCAULK AS NEEDEDJAMB EXTENSION AS NEEDED1 X 6 PT NAILERMETAL FURRING w/ INSULATION5/8" GYPSUM BOARDCASINGGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENING1 X 6 PT NAILERPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK EXTERIORINTERIOR5/8 SMOOTH STUCCO FINISH PREFAB EXTERIOR IMPACT RATED DOOR & FRAME WITH WEATHERSTRIPPING. INSTALL PER NOAMETAL FURRING w/ INSULATIONFILLED CELL OR POURED COLUMN. SEE STRUCTURAL1/4" SHIM SPACE w/ INSULATIONCAULK AS NEEDED5/8" GYPSUM BOARDCASINGWATERPROOFINGEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. w/ VULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSINTERIORPREFAB EXTERIOR IMPACT RATED DOOR & FRAME WITH WEATHERSTRIPPING. INSTALL PER NOA3/4" RECESS CONCRETE SLAB TYP.TOP OF SLABFINISHED FLOORFINISH MATERIALVULKEM HIGH TRAFFIC COATINGSEE PLANSCAULK AS REQUIREDSTEEL INSULATED IMPACT REATED OVERHEAD DOOR w/ FINIESHED VENEER. INSTALL PER PRODUCT APPROVALWOOD/PLASTIC DOOR STOP WITH INTEGRAL WEATHERSTRIPEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSINTERIORSMOOTH STUCCO FINISHPRECAST LINTEL OR PPOURED CONCRETE BEAM. SEE STRUCTURALDRIP KERF IN STUCCO RETURNSKIM COAT PLASTER w/ SMOOTH FINISHSTEEL INSULATED IMPACT REATED OVERHEAD DOOR w/ FINIESHED VENEER. INSTALL PER PRODUCT APPROVALWOOD/PLASTIC DOOR STOP WITH INTEGRAL WEATHERSTRIPEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSINTERIORSMOOTH STUCCO FINISHFILLED CELL OR POURED COLUMN. SEE STRUCTURALSKIM COAT PLASTER w/ SMOOTH FINISHSTEEL INSULATED IMPACT REATED OVERHEAD DOOR w/ FINIESHED VENEER. INSTALL PER PRODUCT APPROVALDRIVEWAY PAVERS VERIFY w/ OWNEREXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGGARAGE SLAB TILE OR EPOXY FLOOR(VERIFY w/ OWNER)INTERIORSMOOTH STUCCO FINISH RETURNSLOPESLOPEEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK INTERIORLINE OF OPENING BEYONDPREFAB IMPACT RATED WINDOW. INSTALL PER NOASMOOTH STUCCO FINISHPRECAST LINTEL OR POURED BEAM. SEE STRUCTURAL1/4" SHIM SPACE w/ INSULATIONCAULK AS NEEDEDJAMB EXTENSION AS NEEDED1 X 6 PT NAILERMETAL FURRING w/ INSULATION5/8" GYPSUM BOARDCASINGGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENING1 X 6 PT NAILERPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK EXTERIORINTERIOR5/8 SMOOTH STUCCO FINISH PREFAB IMPACT RATED WINDOW. INSTALL PER NOAMETAL FURRING w/ INSULATIONFILLED CELL OR POURED COLUMN. SEE STRUCTURAL1/4" SHIM SPACE w/ INSULATIONCAULK AS NEEDEDJAMB EXTENSION AS NEEDED5/8" GYPSUM BOARDCASINGEXTERIORGENERAL NOTEAPPLY FLEXIBLE CONCRETE WATERPROOFING AT THE INSIDE OF ALL EXTERIOR DOOR & WINDOW MASONRY OPENINGS EXTENDING TO A DISTANCE OF 12" FROM EDGE OF OPENINGPT BUCK. SEE BUCK NOTES FOR SIZE & ANCHORSVULKEM SEALANT APPLIED TO BACK SIDE & FRONT OF BUCK INTERIORLINE OF OPENING BEYONDPREFAB IMPACT RATED WINDOW. INSTALL PER NOASMOOTH STUCCO FINISH RETURNPOURED CONCRETE SILL. SEE STRUCTURALCAULK AS NEEDED1 X 6 PT NAILERMETAL FURRING w/ INSULATION5/8" GYPSUM BOARDACCEPTABLE WATERPROOFING 1. THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUNDPERIMETER OF ALL WINDOW OPENINGS. EXTEND 12" MIN. AROUND PERIMETER FACE2. VULKEM 350NF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING &10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12" MINIMUM AROUND PERIMETER FACE. 3. SIKAFLEX 11 FC INSIDE OPENING & W/ AGGREGATE FOR STUCCO FINISH. EXTEND 8" MINIMUM AROUND PERIMETER FACE. ACCEPTABLE BUCK & ANCHORS1. WINDOWS & DOORS TO USE 2X P.T.BUCKS ANCHORED WITH 3 ½” X ¼” TAPCONS 12” O.C. MAX. 6”FROM CORNER2. WINDOWS & DOORS TO USE 1X P.T. BUCKS ANCHORED WITH 1 1/2" COIL NAIL @8" O.C.. WINDOWS & DOORS ANCHORS TO BE THRU THE BUCK INTO THE THE STRUCTURE PER NOA REQUIREMENT. 1. ALL WINDOW & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WINDOW LOAD AS REQUIRED BY THE 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.FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A501PERMIT SET 02.11.20221 1/2" = 1'-0"3DTL EXT DOOR HEAD11 1/2" = 1'-0"2DTL EXT DOOR JAMB11 1/2" = 1'-0"1DTL EXT DOOR SILL11 1/2" = 1'-0"6DTL EXT SLIDING DOOR HEAD1 1/2" = 1'-0"5DTL EXT SLIDING DOOR JAMB1 1/2" = 1'-0"4DTL EXT SLIDING DOOR SILL1 1/2" = 1'-0"9DTL GARAGE DOOR HEAD1 1/2" = 1'-0"8DTL GARAGE DOOR JAMB11 1/2" = 1'-0"7DTL GARAGE DOOR SILL1 1/2" = 1'-0"12DTL WINDOW HEAD11 1/2" = 1'-0"11DTL WINDOW JAMB11 1/2" = 1'-0"10DTL WINDOW SILL1 WHBONUS AREAENTRY LOBBYELEVATOROPEN ABOVE 14'-3'' C.H.10'-0'' C.H.10'-0'' C.H.11'-2'' C.H.STORAGEAREA (NON HABITABLE) EXPOSED SLAB(NON HABITABLE) PANEL APANEL BPANEL PSTAIRS BELOW10'-0'' C.H.STUCCO CLG. POOL ABOVEELEC. METERON MOTION SENSORTO UPPER FLOOR SWITCHMECH.6' AFFRE-CIR.PUMPT&G CEILING10'-0'' C.H.6-CAR GARAGESDSACDDT&G CEILING10'-6''SSSSSELECTRIC METERELECTRIC PANELPULL CORD FIXTUREPCPBD4 34-WAY WALL SWITCHDIMMER WALL SWITCHPUSH BUTTON SWITCH3-WAY WALL SWITCHWALL SWITCHCENTRAL VAC. HOSE OUTLETCVKEYPADTHERMOSTATINTERCOMSPRINKLER TIMERMOTION DETECTORkpSTiTDOUBLE CAT 5e CABLEtvC5PHONE JACKPHVIDEO OUTLETELECTRICAL LEGENDWPGFWEATHER PROOF GFCI OUTLETG.F.C.I. PROTECTED OUTLETDUPLEX OUTLET - HALF SWITCHEDDUPLEX FLOOR OUTLET220 VOLT RECEPTACLEDUPLEX OUTLETDISCONNECTSINGLE OUTLETRECESSED ADJUSTABLE FIXTUREVAPOR PROOF RECESSED FIXTUREVPUNDER CABINET FIXTUREFLOOD/SECURITY LIGHTSFLOURESCENT LIGHT FIXTURECEILING MOUNTED J-BOXRECESSED LIGHT FIXTURECJCEILING FANWALL MOUNTED J-BOXCEILING MOUNTED FIXTUREWALL MOUNTED FIXTUREWFWJCFEXHAUST FANSMOKE DETECTORFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A601PERMIT SET 02.11.20221/4" = 1'-0"11ST LEVEL RCP JJJVPEXF.EXF.EXF.SPAPOOLL5L5L5L5L5L5OFFICE/ CLUBROOMLIVING ROOM2ND FLOORENTRY FOYERKITCHEN/ DININGROOMBUTLERSPANTRYGUEST BEDROOMPOWDERELEV.MECH.WINECOV'D OUTDOORLIVINGW.I.CCABANAPOOL12'-0'' C.H.10'-0'' C.H.12'-6'' C.H.10'-0'' C.H.12'-0'' C.H.10'-0'' C.H.10'-0'' C.H.10'-0'' C.H.12'-0'' C.H.12'-0'' C.H.12'-6'' C.H.SHADE POCKET 12'-6'' C.H.SDSACDDOPEN BELOW AND ABOVE12'-6'' C.H.12'-0'' C.H.10'-0'' C.H.10'-0'' C.H.10'-0'' C.H.SHADE POCKET 12'-6'' C.H.SHADE POCKET 12'-6'' C.H.SDSACDDSDSACDDSOFFIT10'-0'' C.H.12'-0'' C.H.POOL LIGHTS POOL PERIMETERSDSACDDSDSACDDSHADE POCKET 12'-6'' C.H.ISLAND BELOWREFFRZREFFRZRANGE HOOD SHADE POCKET 12'-6'' C.H.T&G CEILING12'-6'' C.H.7' - 8"4' - 4"10' - 7"8"3' - 0"3' - 0"3' - 8"6' - 6"8"3' - 0"8"3' - 0"3' - 0"3' - 0"3' - 0"T&G CEILING11'-0''SSSSSELECTRIC METERELECTRIC PANELPULL CORD FIXTUREPCPBD4 34-WAY WALL SWITCHDIMMER WALL SWITCHPUSH BUTTON SWITCH3-WAY WALL SWITCHWALL SWITCHCENTRAL VAC. HOSE OUTLETCVKEYPADTHERMOSTATINTERCOMSPRINKLER TIMERMOTION DETECTORkpSTiTDOUBLE CAT 5e CABLEtvC5PHONE JACKPHVIDEO OUTLETELECTRICAL LEGENDWPGFWEATHER PROOF GFCI OUTLETG.F.C.I. PROTECTED OUTLETDUPLEX OUTLET - HALF SWITCHEDDUPLEX FLOOR OUTLET220 VOLT RECEPTACLEDUPLEX OUTLETDISCONNECTSINGLE OUTLETRECESSED ADJUSTABLE FIXTUREVAPOR PROOF RECESSED FIXTUREVPUNDER CABINET FIXTUREFLOOD/SECURITY LIGHTSFLOURESCENT LIGHT FIXTURECEILING MOUNTED J-BOXRECESSED LIGHT FIXTURECJCEILING FANWALL MOUNTED J-BOXCEILING MOUNTED FIXTUREWALL MOUNTED FIXTUREWFWJCFEXHAUST FANSMOKE DETECTORFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A602PERMIT SET 02.11.20221/4" = 1'-0"12ND LEVEL RCP EXF.EXF.VPVP VPEXF.EXF.TV ROOMHER W.I.CMASTERBEDROOMMASTERBATHROOMHIS W.I.CUTILITY ROOM3RD FLOORENTRY FLOOYERLOUNGEBEDROOM 3BEDROOM 2W.I.CW.I.CCOV'DTERRACEMECH.ELEV.11'-0'' C.H.10'-6'' C.H.9'-0'' C.H.11'-0'' C.H.10'-0'' C.H.9'-0'' C.H.9'-0'' C.H.10'-0'' C.H.10'-0'' C.H.11'-0'' C.H.9'-0'' C.H.STAIR BELOW10'-0'' C.H.11'-0'' C.H.18'-0'' C.H.10'-0'' C.H.10'-0'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.10'-4'' C.H.10'-0'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.9'-0'' C.H.9'-0'' C.H.9'-0'' C.H.9'-0'' C.H.9'-0'' C.H.SDSACDDSDSACDDSDSACDDSDSACDDSDSACDDSDSACDDSDSACDDBAR11'-0'' C.H.10'-6'' C.H.10'-0'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.T&G CEILING10'-0'' C.H.ATTIC ACCESS3' - 0"3' - 0"3' - 0"3' - 0"8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 6"1' - 0"8"1' - 0"1' - 0"2' - 6"2' - 6"1' - 10"8"2' - 6"T&G CEILING10'-0''7' - 0"5' - 0"8"4' - 0"4' - 0"SSSSSELECTRIC METERELECTRIC PANELPULL CORD FIXTUREPCPBD4 34-WAY WALL SWITCHDIMMER WALL SWITCHPUSH BUTTON SWITCH3-WAY WALL SWITCHWALL SWITCHCENTRAL VAC. HOSE OUTLETCVKEYPADTHERMOSTATINTERCOMSPRINKLER TIMERMOTION DETECTORkpSTiTDOUBLE CAT 5e CABLEtvC5PHONE JACKPHVIDEO OUTLETELECTRICAL LEGENDWPGFWEATHER PROOF GFCI OUTLETG.F.C.I. PROTECTED OUTLETDUPLEX OUTLET - HALF SWITCHEDDUPLEX FLOOR OUTLET220 VOLT RECEPTACLEDUPLEX OUTLETDISCONNECTSINGLE OUTLETRECESSED ADJUSTABLE FIXTUREVAPOR PROOF RECESSED FIXTUREVPUNDER CABINET FIXTUREFLOOD/SECURITY LIGHTSFLOURESCENT LIGHT FIXTURECEILING MOUNTED J-BOXRECESSED LIGHT FIXTURECJCEILING FANWALL MOUNTED J-BOXCEILING MOUNTED FIXTUREWALL MOUNTED FIXTUREWFWJCFEXHAUST FANSMOKE DETECTORFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A603PERMIT SET 02.11.20221/4" = 1'-0"13RD LEVEL RCP GARAGE LEVEL-3' -9"3RD FL. (T.O.S.)26' -0"2ND FL. (T.O.S.)12' -0"1ST FL. (T.O.S)0"T.O. BEAM(46.00' NAVD)37' -0"LOWESTHORIZONTALSTRUCT.7' -6"UNFINISHEDSPACEBONUS AREALIVING ROOMPOOLCOV'DTERRACELOUNGE10' - 0"1' - 6"GRADE SLOPED AWAY FROM STRUCTURE,REFER TO CIVIL DWG's FOR GRADE ELEVATIONS5/8" STUCCO ON CONCRETE BLOCK WALL SYSTEMAT LOWER LEVEL AND GARAGE(SEE STRUCTURAL DWG's)CONCRETE FLOOR SLAB,(SEE STRUCTURAL DWG's)FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's)APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's)MIN. R4.1 INSULATION (SEE INSULATION NOTES, THIS SHEET)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)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.METAL FURRING CHANNELS 24" O.C. ATTACHED W/ 1-1/4" SCREWS AT EACH TRUSS. PROVIDE R30 SOUND ATTENUATION BATTS FOR SOUND CONTROLPOURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS5/8" STUCCO ON CONCRETE BLOCK WALL SYSTEMAT LOWER LEVEL AND GARAGE(SEE STRUCTURAL DWG's)EXTERIOR WALL ASSEMBLY, SEE 1/A801CONCRETE GARDE BEAM AND PILES(SEE STRUCTURAL DWG's)FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's)APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's)PRE-ENGINEER STEEL JOIST(SEE STRUCTURAL DWG's)5/8" STUCCO ON CONCRETEBLOCK WALL SYSTEMAT LOWER LEVEL AND GARAGE(SEE STRUCTURAL DWG's)STUCCO FINISH SOFFIT OVER METAL LATH FAUX WOOD BRACKETT BEYONDCOLUMN BEYOND COLUMN BEYOND METAL ROOFING ATTACHED PER LATEST FLORIDA NOA PRODUCT APPROVAL BLOWN INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE (SEE INSULATION NOTES, THIS SHEET)WOOD ROOF TRUSSES @ 24" O.C., MAX.UPLIFT TIE DOWN,(SEE STRUCTURAL DWG's)MTL. DRIP OVER 1X4 MIN. PT. SUB-FASCIA OVER 2X8 P.T FASCIA W/ (2) 16d @ EA. TRUSS2' - 0" TYP. OVERHANGT&G CEILING. SEE INTERIOR DESIGN DWG'S.T&G CEILING. SEE INTERIOR DESIGN DWG'S.IMPACT RATED SLIDING GLASS DOOR . SEE DOOR SCHEDULE124(TYP)METAL FURRING CHANNELS 24" O.C. ATTACHED W/ 1-1/4" SCREWS AT EACH TRUSS. PROVIDE R30 SOUND ATTENUATION BATTS FOR SOUND CONTROL5/8" GYP. BD. CEILING ATTACHED W/ 1-5/8" S TYPE SCREWS TO METAL FURRING CHANNELS 12" O.C.MIN. R4.1 INSULATION (SEE INSULATION NOTES, THIS SHEET)P.T. 1x3, CONTINUOUS FIRE BLOCKING. 10' MAXIMUM HEIGHT. METAL FURRING CHANNELS 24" O.C. ATTACHED W/ 1-1/4" SCREWS AT EACH TRUSS. 5/8" GYP. BD. CEILING ATTACHED W/ 1-5/8" S TYPE SCREWS TO METAL FURRING CHANNELS 12" O.C.VERTICAL ALUMINUM FINS BEYOND POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILSPOURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS12' - 0"VULKEM 350NF/EPOXY PRIMER FLUID APPLIEDWATERPROOFING MEMBREANE (UNDER TILE ASSEMBLY) w/ 10 - YEAR WARRANTY.EXTERIOR TILE FLOORING.SEE INTERIOR DESIGN DWG'S.PITCH TO EDGEPOURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILSMIN. FROM F.F. TO TOP OF RAIL3' - 6"5/8" STUCCO FINISH HALF ROUND METAL GUTTERS & ROUND DOWNSPOUTS (LOCATIONS T.B.D.)FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's)P.T. 1x3, CONTINUOUS FIRE BLOCKING.10' MAXIMUN HEIGHT. SHADE POCKETVULKEM 350NF/EPOXY PRIMER FLUID APPLIED WATERPROOFING MEMBREANE (UNDER TILE ASSEMBLY) w/ 10 - YEAR WARRANTY.SHADE POCKETWOOD ROOF TRUSSES @ 24" O.C., MAX.3'' PRECAST FLOORPRE-ENGINEER STEEL JOIST(SEE STRUCTURAL DWG's)3'' PRECAST FLOOR1111UNVENTED ATTICNON-CONDITIONED 1(EXTERIOR)1(EXTERIOR)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.FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.HALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A801PERMIT SET 04.14.20221/2" = 1'-0"1TYPICAL THREE STORY WALL SECTION1City Comments EA 03/10/22 1 City Changes EA 04/14/22 2 2 STUCCO DRIP KERFFINISHED CEILING REFER TO CEILING PLANREGLET DENSIGLASS SUBSTRATEMETAL STUD FRAMING48" MAX.SLOPEFLOORING SYSTEMSHOWER SAFETY GLASS (TEMPERED) INSTALL PER MANUFACTURER'S SPECSWATERPROOFING MEMBRANE MUSTEXTEND MIN 3" BEYOND THRESHOLDSAND ROUGH JAMBSLATEX MODIFIED MUD SET SLOPE TO DRAINPLANSSEEDRAIN. REFER TO PLUMBING DRAWINGSSTUD FRAMINGSCHEDULED TILEWATER RESISTANT BACKER BOARDSEE PLANSPRE-ENGINEERED TRUSS SYSTEM22"X36" 1 HOUR FIRE RATED INSULATED ACCESS DOOR & FRAME WITH PIANO HINGE AND LATCH2" MINERAL FIBERBOARD INSULATIONR-30 INSULATIONSCHEDULED ROOF SYSTEMEXTERIOR GRADE PLYWOOD ROOF SHEATHINGHAT CHANNEL5/8" GYPSUM WALL BOARDSCHEDULED ROOF SYSTEMR30 INSULATIONEXTERIOR GRADE PLYWOOD ROOF SHEATHING1/2" CDX PLYWOOD (DRAFT-STOP)PRE-ENGINEERED WOOD TRUSSESHAT CHANNEL5/8" GYPSUM WALL BOARDNOTES: 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 SLABMETAL PIPE OR CONDUITCUALK CP-25 NOTESUSE CP-25 S/L SELF-LEVELING CAULK ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM ABOVE THE PENETRATION.USE CP-25 N/S NO-SAG CAULK ON VERTICAL SURFACES AND ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM BELOW.NOTES1. 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).1, 2, 3 OR 4 HOUR RATED CONCRETE BLOCK WALL. FOR SOLID CONCRETE WALL (SEE NOTE 1)CP-25 N/S CAULK BOTH SIDES OF WALL (SEE NOTES)METAL PIPE OR CONDUITDAMMING MATERIAL (FIBERGLASS INSULATION, BACKER ROD OR MINERAL WOOL) ENOUGH TO SUPPORT WEIGHT OF CP-25 S/L CAULK.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)SEAL ENTIRE EDGE AND SEAMS WITH 1/4" (6mm) LAYER OF CP-25 N/S CAULKMETAL PIPE OR FIBERGLASS INSULATED METAL PIPE.FIRE RATED GYPSUM WALL BOARDMETAL / WOOD STUD5/8" DRYWALL EA. SIDE **SEE NOTE**ATTACH METAL SILL CHANNEL TO CONC. W/ POWER FASTENERS 16" O.C., MIN.METAL FRAMING (25ga) @ 24" O.C. MAX.SOUND INSULATION, IF REQUIRED (VERIFY w/ OWNER)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**-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)1-HOUR RATED ASSEMBLY**see note**0' - 0 5/8"PLANSEE0' - 0 5/8"24" MAX.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**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 ONLYCMU WALL OR CAST IN PLACE CONCRETE(SEE STRUCTURAL DWG's)5/8" STUCCO FINISH(VERIFY FINISH & COLOR)EXTERIORINTERIOR5/8" 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.)NOTE:**USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENSCEILING PLANREFER TOCLIP 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 REQUIREDMETAL JOIST TRACK ATTACH TO CONCRETE WALL W/ 1/4" TAPCONS 16" O.C. OR TO STUD WALL WITH METAL SCREWS @ EA. VERTICAL.CONCRETE FASTENERES AS REQUIREDMETAL JOISTCMU OR CAST IN PLACE WALLSTUCCO STOPCMU OR CONCRETE WALL . REFER TO STRUCTURALBUILT UP ROOFINGGALVANIZED METAL FLASHING & COUNTER FLASHING5/8" STUCCOSEALANT0' - 8"PEEL & STICK ELASTOFLEX SAP BY POLYGLASS. INSTALL PER MANUFACTURERS SPEC AND TO MEET ALL CODESEXTEND ELASTOFLEX SAP UP 8" MIN. BEHIND COUNTER FLASHING PRE ENGINEERED ROOF TRUSSES.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**5/8" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS)WOOD FRAME WALL(SEE STRUCTURAL DWG's)5/8" STUCCO FINISH(VERIFY FINISH & COLOR)EXTERIORINTERIORMETAL LATHE OVER WATER RESISTANT BARRIERCDX PLYWOOD ( SEE STRUCTURAL DWG's FOR SIZE AND NAILING)INSULATION PER ENERGY CALCULATIONSSTUCCO WEEP STOPWOOD FRAME WALL(SEE STRUCTURAL DRAWINGS)BUILT UP ROOFINGGALVANIZED METAL FLASHING & COUNTER FLASHING5/8" STUCCOPEEL & STICK ELASTOFLEX SAP BY POLYGLASS. INSTALL PER MANUFACTURERS SPEC AND TO MEET ALL CODESEXTEND ELASTOFLEX SAP UP 8" MIN. BEHIND COUNTER FLASHING PRE ENGINEERED ROOF TRUSSES.METAL LATHE OVER WATER RESISTANT BARRIER EXTEND OVER FLASHINGFINISH ROOFEXTERIORINTERIORTROUGH INTEGRAL WITH BALCONY FOR DRAININGCONCRETE DECKNON-SKID STONE FLOORING EPOXY BASED SETTING MATERIAL & GROUT OVER TRAFFIC COATING (NON PHOSPHATE BASED MORTOR)MIN.0' - 1 1/2"MIN.0' - 6"CCORDINATE DRAIN w/ CIVILCUT SLOTS IN FLOORING OVER DRAINVULKEM HIGH TRAFFIC COATING WRAPPED OVER EDGE 3" MIN.SLOPESLOPECEILING BELOW. REFER TO CEILING PLANDECORATIVE ALUMINUM RAILING SYSTEM TO REJECT A 4" SPHERE AND RESIST 250LB LATERAL FORCE. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVALSET POSTS WITH HIGH STRENGTH WATER RESISTANT GROUT PER FABRICATOR'S SPECIFICATIONSMIN. 42"NOTE: GUARDRAIL SYSTEMS SHALL BE DESIGNED BY THE FABRICATOR'S STRUCTURAL ENGINEER, LICENSED IN THE STATE OF FLORIDA, TO RESIST LOADS PER FBC SECTION 1607.7.1, 1607.7.1.1 & 1607.7.1.2. SUBMIT SHOP DRAWINGS FOR ARCHITECT & STRUCTURAL ENGINEERS REVIEWFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077A901PERMIT SET 02.11.20221 1/2" = 1'-0"4DTL EXT DROP CEILING1 1/2" = 1'-0"1DTL RECESSED SHOWER1 1/2" = 1'-0"8DTL ATTIC ACCESS11 1/2" = 1'-0"7DTL ATTIC DRAFT STOP113DTL FIRESTOP DETAILS1 1/2" = 1'-0"14DTL INT WALL PARTITION1 1/2" = 1'-0"11DTL EXT WALL SECTION CMU1 1/2" = 1'-0"6DTL RECESSED CEILING5DTL CEILING JOIST1 1/2" = 1'-0"3DTL ROOF ABUTTING CMU WALL1 1/2" = 1'-0"12DTL EXT WALL SECTION WOOD FRAME1 1/2" = 1'-0"2DTL ROOF ABUTTING STUD WALL1 1/2" = 1'-0"9DTL BALCONY DRAIN1 1/2" = 1'-0"10DTL RAILING 333GFGFGFGFWP333WHGFGFGF33BONUS AREAENTRY LOBBYELEVATOROPEN ABOVE 14'-3'' C.H.10'-0'' C.H.10'-0'' C.H.11'-2'' C.H.STORAGEAREA (NON HABITABLE) EXPOSED SLAB(NON HABITABLE) PANEL APANEL BPANEL PSTAIRS BELOW10'-0'' C.H.STUCCO CLG. POOL ABOVEELEC. METERON MOTION SENSORTO UPPER FLOOR SWITCHMECH.6' AFFRE-CIR.PUMP444T&G CEILING10'-0'' C.H.6-CAR GARAGESDSACDDDEDICATED 20AMP CIRCUIT.SEE ELEC. PANELSDEDICATED 20AMP CIRCUIT.SEE ELEC. PANELS11SSSSSELECTRIC METERELECTRIC PANELPULL CORD FIXTUREPCPBD4 34-WAY WALL SWITCHDIMMER WALL SWITCHPUSH BUTTON SWITCH3-WAY WALL SWITCHWALL SWITCHCENTRAL VAC. HOSE OUTLETCVKEYPADTHERMOSTATINTERCOMSPRINKLER TIMERMOTION DETECTORkpSTiTDOUBLE CAT 5e CABLEtvC5PHONE JACKPHVIDEO OUTLETELECTRICAL LEGENDWPGFWEATHER PROOF GFCI OUTLETG.F.C.I. PROTECTED OUTLETDUPLEX OUTLET - HALF SWITCHEDDUPLEX FLOOR OUTLET220 VOLT RECEPTACLEDUPLEX OUTLETDISCONNECTSINGLE OUTLETRECESSED ADJUSTABLE FIXTUREVAPOR PROOF RECESSED FIXTUREVPUNDER CABINET FIXTUREFLOOD/SECURITY LIGHTSFLOURESCENT LIGHT FIXTURECEILING MOUNTED J-BOXRECESSED LIGHT FIXTURECJCEILING FANWALL MOUNTED J-BOXCEILING MOUNTED FIXTUREWALL MOUNTED FIXTUREWFWJCFEXHAUST FANSMOKE DETECTORFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077 - Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077E101PERMIT SET 02.11.20221/4" = 1'-0"11ST LEVEL ELECTRICAL PLANCity Comments EA 03/10/22 1 JJJVPEXF.EXF.EXF.3333333GFGFGFWPWPWP WP WP GFGFGF GFWP3GF GF GFGFGFGF SPAPOOLL5L5L5L5L5L5OFFICE/ CLUBROOMLIVING ROOM2ND FLOORENTRY FOYERKITCHEN/ DININGROOMBUTLERSPANTRYGUEST BEDROOMPOWDERELEV.MECH.WINECOV'D OUTDOORLIVINGW.I.CCABANAPOOL12'-0'' C.H.10'-0'' C.H.12'-6'' C.H.10'-0'' C.H.12'-0'' C.H.10'-0'' C.H.10'-0'' C.H.10'-0'' C.H.12'-0'' C.H.12'-0'' C.H.12'-6'' C.H.SHADE POCKET 12'-6'' C.H.SDSACDDOPEN BELOW AND ABOVE12'-6'' C.H.12'-0'' C.H.10'-0'' C.H.10'-0'' C.H.10'-0'' C.H.SHADE POCKET 12'-6'' C.H.SHADE POCKET 12'-6'' C.H.SDSACDDSDSACDDSOFFIT10'-0'' C.H.12'-0'' C.H.POOL LIGHTS POOL PERIMETERSDSACDDSDSACDDSHADE POCKET 12'-6'' C.H.ISLAND BELOWREFFRZREFFRZDWtv@+60" w/ BACKING FOR TV MOUNTtv@+60" w/ BACKING FOR TV MOUNTRANGE HOOD tv@+60" w/ BACKING FOR TV MOUNTTO 1ST FL. SWITCHSHADE POCKET 12'-6'' C.H.T&G CEILING11'-0'' C.H.T&G CEILING12'-6'' C.H.SSSSSELECTRIC METERELECTRIC PANELPULL CORD FIXTUREPCPBD4 34-WAY WALL SWITCHDIMMER WALL SWITCHPUSH BUTTON SWITCH3-WAY WALL SWITCHWALL SWITCHCENTRAL VAC. HOSE OUTLETCVKEYPADTHERMOSTATINTERCOMSPRINKLER TIMERMOTION DETECTORkpSTiTDOUBLE CAT 5e CABLEtvC5PHONE JACKPHVIDEO OUTLETELECTRICAL LEGENDWPGFWEATHER PROOF GFCI OUTLETG.F.C.I. PROTECTED OUTLETDUPLEX OUTLET - HALF SWITCHEDDUPLEX FLOOR OUTLET220 VOLT RECEPTACLEDUPLEX OUTLETDISCONNECTSINGLE OUTLETRECESSED ADJUSTABLE FIXTUREVAPOR PROOF RECESSED FIXTUREVPUNDER CABINET FIXTUREFLOOD/SECURITY LIGHTSFLOURESCENT LIGHT FIXTURECEILING MOUNTED J-BOXRECESSED LIGHT FIXTURECJCEILING FANWALL MOUNTED J-BOXCEILING MOUNTED FIXTUREWALL MOUNTED FIXTUREWFWJCFEXHAUST FANSMOKE DETECTORFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077E102PERMIT SET 02.11.20221/4" = 1'-0"12ND LEVEL ELECTRICAL PLAN EXF.EXF.VPVP VP333333333GFGFGF GFGF WPWP GFGF GF3EXF.EXF.GF TV ROOMHER W.I.CMASTERBEDROOMMASTERBATHROOMHIS W.I.CUTILITY ROOM3RD FLOORENTRY FLOOYERLOUNGEBEDROOM 3BEDROOM 2W.I.CW.I.CCOV'DTERRACEMECH.ELEV.11'-0'' C.H.10'-6'' C.H.9'-0'' C.H.11'-0'' C.H.10'-0'' C.H.9'-0'' C.H.9'-0'' C.H.10'-0'' C.H.10'-0'' C.H.11'-0'' C.H.9'-0'' C.H.STAIR BELOW10'-0'' C.H.11'-0'' C.H.18'-0'' C.H.10'-0'' C.H.10'-0'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.10'-4'' C.H.10'-0'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.9'-0'' C.H.9'-0'' C.H.9'-0'' C.H.9'-0'' C.H.9'-0'' C.H.SDSACDDSDSACDDSDSACDDSDSACDDSDSACDDSDSACDDSDSACDDtv@+60" w/ BACKING FOR TV MOUNTtvtv@+60" w/ BACKING FOR TV MOUNT@+60" w/ BACKING FOR TV MOUNTtv@+60" w/ BACKING FOR TV MOUNTtv@+60" w/ BACKING FOR TV MOUNTBARWA DR11'-0'' C.H.10'-6'' C.H.10'-0'' C.H.SHADE POCKET 10'-6'' C.H.SHADE POCKET 10'-6'' C.H.T&G CEILING10'-0'' C.H.SSSSSELECTRIC METERELECTRIC PANELPULL CORD FIXTUREPCPBD4 34-WAY WALL SWITCHDIMMER WALL SWITCHPUSH BUTTON SWITCH3-WAY WALL SWITCHWALL SWITCHCENTRAL VAC. HOSE OUTLETCVKEYPADTHERMOSTATINTERCOMSPRINKLER TIMERMOTION DETECTORkpSTiTDOUBLE CAT 5e CABLEtvC5PHONE JACKPHVIDEO OUTLETELECTRICAL LEGENDWPGFWEATHER PROOF GFCI OUTLETG.F.C.I. PROTECTED OUTLETDUPLEX OUTLET - HALF SWITCHEDDUPLEX FLOOR OUTLET220 VOLT RECEPTACLEDUPLEX OUTLETDISCONNECTSINGLE OUTLETRECESSED ADJUSTABLE FIXTUREVAPOR PROOF RECESSED FIXTUREVPUNDER CABINET FIXTUREFLOOD/SECURITY LIGHTSFLOURESCENT LIGHT FIXTURECEILING MOUNTED J-BOXRECESSED LIGHT FIXTURECJCEILING FANWALL MOUNTED J-BOXCEILING MOUNTED FIXTUREWALL MOUNTED FIXTUREWFWJCFEXHAUST FANSMOKE DETECTORFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077E103PERMIT SET 02.11.20221/4" = 1'-0"13RD LEVEL ELECTRICAL PLAN SERVING2AHU #184013SERVING24POLEWIREAMPSCIR #POLEWIRE AMPSCIR #120/240150AVOLTAGEAMPSPNL42CKTS3WIRE1PHASE2ACCU #1640KW5.0KW-572RANGE OVENS6 505.491GARAGE DR OPENERS12 2011131GEN'L POWER1215171921232527313329353739416810121416182022242628303234361 KITCHEN GFCI12 20384042** GEN. L'TING (4,607 SF @ 3W/SF)PANEL A TOTAL KW =42.713.8PANEL 'A' LOAD CALCULATIONS32,900 W.240 V.= 137.0 Amps1st 10.0 KW @ 100%LARGEST OF: HEATING @ 65% COOLING @ 100%REMAINING KW @ 40%TOTAL KW10.010.06.432.9SERVING2 ELEVATOR10 3013SERVING24POLEWIRE AMPSCIR #POLEWIRE AMPSCIR #120/240150BVOLTAGEAMPSPNL42CKTS3WIRE1PHASE2 AHU #26 60KW5.0KW10.0576891113151KIT REF12 20171.51BATHS GFCI 12 20191.52123251.5**2729313335373941101214161WASHER12 20181.2202224262830323436384042SERVINGSERVINGPOLEWIRE AMPSCIR #POLEWIRE AMPSCIR #120/24060P (POOL)VOLTAGEAMPSPNL12CKTS3WIRE1PHASEKWKW2POOL PUMP8 4011.53571 POOL LIGHTS12 2020.846810121POOL CONTROLLER9SPACE11SPACE12 200.51POOL HEATER IGNITER12 200.5PANEL P TOTAL KW =3.3PANEL 'P' LOAD CALCULATIONS1st 10.0 KW @ 100%LARGEST OF: HEATING @ 65% (6.5 KW) COOLING @ 100% (KW)REMAINING KW @ 40%TOTAL KW3.30.03.33,300 W.240 V.= 13.8 Amps1 GEN'L LIGHTING14 15 **1GFCI SMALL APPLIANCE #112 201.51 GEN'L LIGHTING14 151 GEN'L LIGHTING14 15****1 GEN'L LIGHTING14 151 GEN'L LIGHTING14 15****1 GEN'L LIGHTING14 15** 1 GEN'L LIGHTING14 15**1 GEN'L POWER 121 GEN'L POWER 12****1 GEN'L LIGHTING14 151 GEN'L LIGHTING14 15****1 GEN'L POWER 121 GEN'L POWER 12****1 GEN'L LIGHTING14 151 GEN'L LIGHTING14 15****SPACESPACE2 DISPOSAL12 201.51 RANGE HOOD12 201.5GARAGE GFCI 2 DRYER10 304.51CLUB ROOM REF12 20 1.21RECIRCULATING PUMP12 201.21 KIT FRZ12 201.52 ACCU #26 60-2ACCU #2840-2AHU #28 405.02 WATER HEATER10 304.51 BATHS GCFI12 201.51 MORNING BAR REF12 20 1.21 GFCI SMALL APPLIANCE #212 201.51 WINE12 201.51 MICRO12 201.21DW #112 201.5MCBMAINWALLMOUNTMCBMAINWALLMOUNTMCBMAINWALLMOUNTLOCATIONTO FP&L TIE-INELECTRICAL RISER DIAGRAMMETER(1) #2 CU TO 5/8" GROUNDING ROD& TO FOOTER STEAL(1) #2 CU. GND. WIRE TO H2O150AMP150AMPABUNDERGROUNDA.I.C.10,000A.I.C.10,000POOL PANEL60 AMPM.L.O.150APANELA40 CKTSM.L.O.150APANELB40 CKTSM.L.O.ELEVATOR NOTES:1. ELEVATOR SHALL MEET NEC 620 22-23; VERIFY LOCATION ANDELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECSPRIOR TO CONSTRUCTION.2. IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOATSWITCH SENSOR; LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PIT.3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLEDBY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306.3.1.ELECTRICAL NOTESGENERAL:1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALLLOCATE THE METER & PANELS AS REQUIRED.2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDERCONDUCTORS 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 TOCONSTRUCTION.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 EQUIPMENTMANUFACTURER 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 PERMANUFACTURER RECOMMENDATIONS.11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOLCONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADSPRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALLCONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALLPOOL/SPA EQIUPMENT.12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE KITCHENS, FAMILYROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, LAUNDRY ORSIMILIAR ROOMS TO BE ARC FAULT CIRCUIT PROTECTED PER FBCR E3902.16.13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGERSHALL 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 APPROVEDAND AS SELECTED BY OWNER.3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BYOWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED.4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHEREAPPLICABLE, UNLESS OTHERWISE NOTED.5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUMCLEARANCE OF 6" AWAY FROM CLOTHING.6) PREWIRE FOR GARAGE DOOR OPENER SENSOR.7) HIHATS TO BE 4" ROUNDOUTLETS:1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS.2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOROUTLETS AS SHOWN ON PLANS.3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT4) PROVIDE PRE-WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ONPLAN. PROVIDE OPTIONAL PRE-WIRED HIGHSPEED DATA OUTLETS ASSHOWN ON PLANS. (IF APPLICABLE)5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITHFLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" CONDUITUNDER SLAB FROM WALL.SMOKE DETECTORS:1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNALSIMULTANEOUSLY W/ TEMPORAL SOUND.2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: R/A & SUPPLYGRILLS, KITCHENS, BATH ROOMS.3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDEALARM & SMOKE DETECTOR.GENERATOR NOTES:1. THE EXACT LOCATION OF THE GENERATOR TO BE DETERMINED BYOWNER/ARCHITECT PRIOR TO ANY CONSTRUCTION.2. GENERATOR SHALL BE LOCATED MINIMUM OF 10 FEET AWAY FROM ALLOPERABLE WINDOWS AND DOORS, INCLUDING THOSE OF THE NEIGHBORS.3. THE GENERATOR EXHAUST SHALL NOT DISCHARGE INTO THE ADJACENTPROPERTY.(2) #6, 1 #6 NEUTRAL,(1) #10 GND IN 1" C.(3) #2/0 CU& (1) #6IN 2" C.1 KIT REF #212 20 1.51KIT FRZ #212 20 1.5GFCI POWERGFCI POWER 112 20112 201 KITCHEN GFCI12 202020202020****1 BATHS GFCI 12 201.51.51.522.06.9SUB-TOTALSUB-TOTAL28.96.5** GEN. L'TING (4,607 SF @ 3W/SF)PANEL A TOTAL KW = 49.313.8PANEL 'A' LOAD CALCULATIONS35,600 W.240 V.= 148.3 Amps1st 10.0 KW @ 100%LARGEST OF: HEATING @ 65% COOLING @ 100%REMAINING KW @ 40%TOTAL KW10.010.09.135.617.318.2SUB-TOTALSUB-TOTAL35.56.5GARAGE GFCI GARAGE GFCI 112 20112 20112 201GARAGE12 20112 20112 20112 20SPARESPAREGARAGEGARAGEGARAGE1**************FL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077 - Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077E201PERMIT SET 02.11.2022City Comments EA 03/10/22 1 PLUMBING NOTESPLUMBING RISERSCALE - N.T.S.1.ALL WATER CLOSETS, LAVATORIES, SHOWER HEADS,URINALS AND SINKS AS PER CODE.2.ALL BATH FLOORS AND BASE SHALL BE OFIMPERVIOUS MATERIALS3. STORM WATER TO BE DISPOSED OF AS PER CODE4.COMPLY WITH 2020 ( 7th edition ) FLORIDA RESIDENTIALBUILDING CODE AND ALL OTHER LOCAL CODES INEFFECT.5.COORDINATE WORK OF THIS TRADE WITH ALL OTHERTRADES.6.PROVIDE A MINIMUM PITCH OF 1/8" AT ALL HORIZONTALBRANCHES AND SEWER LINES.7. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ONALL HOSE BIBBS.8. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALLNOT BE LOCATED DIRECTLY BENEATH ANY DOOR,WINDOW, OR OTHER VENTILATING OPENING OF THEBUILDING OR OF AN ADJACENT BUILDING, NOR SHALLANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEETHORIZONTALLY OF SUCH AND OPENING UNLESS IT ISAT LEAST TWO (2) FEET ABOVE THE TOP OF SUCHOPENING.9. VERIFY LOCATION, SIZE, ELEVATION, AND ALL EXISTINGUTILITIES PRIOR TO BEGINNING CONSRUCTION.SECOND LEVELTHIRD LEVELFIRST LEVEL2"STUDORVENTDWLAVCOWASINKCOLAVCOSHWRTUBUTILITY ROOM MASTER BATHROOM BATH 3GUEST BATHROOM KITCHEN 2"2"2"2"2"2"1.5"2"3"2"GARAGE2 WAY SURFACE C.O.CONNECT TO MAIN SANITARY LINE4"2" V.T.R.SHWRSHWRWCCOLAV2" V.T.R.3" DOWNFROM 3RDFLOORWCLAVCOCOLAV3" DOWNFROM 3RDFLOORWC3"LAVCOWCSHWR3"2"STUDORVENTWALAVCOWCPOWDER ROOM 3"2"STUDORVENT3" DOWNFROM 2NDFLOORLAVCOWCCABANA3"2"V.T.W.3" DOWNFROM 2NDFLOOR2"2"3"2"STUDORVENT2" V.T.R.3"3"3"2" V.T.R.SINKCOFL-0011105 FIRM-AA00337942 N SWINTON AVE, DELRAY BEACH, FL 33444 (561) 243-0799NAPLES, FL (239) 262-7677 WWW.STOFFT.COMREVISIONS BY DATEALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED ORREPRESENTED BY THIS DRAWING ARE OWNED BY, & THEPROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, &DEVELOPED FOR USE ON, & IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS,ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSEDTO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSEWHATSOEVER WITHOUT THE WRITTEN PERMISSION OFRANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONSON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THEDIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITHFABRICATION ON ITEMS SO NOTED. © 2017. ALL RIGHTSRESERVED RANDALL STOFFT ARCHITECTS P.A.C:\Users\Enrique\OneDrive - Stofft Cooney Architects, Inc\2106077-Lot 24 Diamond Sands\BaseDrawings\2021.11.23 - LOT 24 - MAIN.rteHALGAS RESIDENCELOT 24 -DIAMOND SANDSJENSEN BEACH, FLORIDA2106077P101PERMIT SET 02.11.2022