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HomeMy WebLinkAboutAPPROVED DS Lot 36 Rev4ob No. 20120966-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 3 2nd Building Comments GS 5.27.2021 4 Clarification per mtg GS 6.16.2021 DRAWING INDEX LOT 36, DIAMOND SANDS A001 COVER SHEET A200 ARCHITECTURAL FLOOR FRAMING PLANSA210 PERMIT SET 3/15/2021GARAGE LEVEL FLOOR PLAN FRONT & REAR ELEVATIONSA301 CONSTRUCTION NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL. 33444 561-243-0799 (T) CONTACT: GARY STOFFT EMAIL: gary@stofft.com RESIDENTIAL CODE INFORMATION DESIGN PARAMETERSABBREVIATIONS ABV. ACOUS. ADJ. AL. APPROX. BD. BLDG. BLK. BOT. CAB. CER. C.I. CLR. COL. CONC. CONN. CONT. CTSK. DECOR. DET. D.F. DIA. DIM. DN. D.S. DWG. EA. EL. ELEV. ELEC. EQ. EXH. EXP. EXT. EXIST. F.F. FLASH. FLUOR. FT. FTG. GA. GALV. GL. GR. GYP. H.B. ABOVE ACOUSTICAL ADJUSTABLE ALUMINUM APPROXIMATE BOARD BUILDING BLOCK BOTTOM CABINET CERAMIC CAST IRON CLEAR COLUMN CONCRETE CONNECTION CONTINUOUS COUNTERSUNK DECORATIVE DETAIL DOUGLAS FIR DIAMETER DIMENSION DOWN DOWN SPOUT DRAWING EACH ELEVATION ELEVATOR ELECTRICAL EQUAL EXHAUST EXPANSION EXTERIOR EXISTING FINISH FLOOR FLASHING FLUORESCENT FOOT/FEET FOOTING GAUGE GALVANIZED GLASS GRADE GYPSUM HOSE BIBB R.O. RWD. R.W.L. S.C. SCHED. SHT. SIM. SQ. SST. STD. STL. STOR. STRUCT. SUSP. SYM. T.C. TEL. T&G THK. T.O.C. T.O.FR. T.O.L. T.O.P. T.O.PL. TYP. U.O.N. VERT. VEST. V.G.D.F. W/ W/O W.C. WD. WDW. W.H. WSCT. WT. SYMB. & @ ℄ # ROUGH OPENING REDWOOD RAIN WATER LEADER SOLID CORE SCHEDULE SHEET SIMILAR SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF CHIMNEY TOP OF FRAMING TOP OF LEDGER TOP OF PLATE TOP OF PLATE TYPICAL UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERTICAL GRAIN WITH WITHOUT WATER CLOSET WOOD WINDOW WATER HEATER WAINSCOT WEIGHT SYMBOLS AND ANGLE AT CENTER LINE DIAMETER OR ROUND POUND OR NUMBER H.C. HDWD. HDWE. HGT. HORIZ. I.D. INCAND. INSUL. INT. JT. LAM. LAV. LOC. MAX. MECH. MET. MFR. MIN. MISC. M.O. MTD. MUL. N.I.C. NO. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. PL. PLAS. PLYWD. PR. PRCST. P.T. PTN. Q.T. RAD. REINF. REQ. RM. HOLLOW CORE HARDWOOD HARDWARE HEIGHT HORIZONTAL INSIDE DIAMETER INCANDESCENT INSULATION INTERIOR JOINT LAMINATE LAVATORY LOCATION MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED MULLION NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE PLATE PLASTER PLYWOOD PAIR PRECAST PRESSURE TREATED PARTITION QUARRY TILE RADIUS REINFORCE REQUIRED ROOM A001 A302 A303 A402 A502 SIDE ELEVATIONS 2ND FLOOR REFLECTED CEILING PLAN TYPICAL DETAILS 1ST FLOOR PLANA201 2ND FLOOR PLANA202 ARCHITECTURAL UPPER ROOF PLANA211 A501 TYPICAL WALL SECTIONS & DETAILS S1 - S6 STRUCTURAL PLANS A503 DOOR/WINDOW DETAILS A101 SITE PLAN BUILDING SECTION & PLUMBING RISER A401 GARAGE LEVEL & 1ST FLOOR REFLECTED CLG. PLAN STRUCTURAL ENGINEER AGSTEN ENGINEERING 3000 FLORIDA BLVD., SUITE 206 DELRAY BEACH, FL 33483 TEL. 561-272-5012 FAX 561-243-6401 CONTACT : ROBERT AGSTEN E101 ELECTRIC PANEL SCHEDULE & RISER E201 GARAGE LEVEL ELECTRIC PLAN E202 1ST & 2ND FLOOR ELECTRIC PLANS WIND LOADS AS PER FBC 2020 EDITION AND ANSI/ASCE 7-16 WIND SPEED DESIGN: SHUTTERS: IMPACT RESISTANT ASSEMBLY: Kd CODE EDITION: BUILDING DESIGNED AS: INTERNAL PRESSURE COEFFICIENT WIND EXPOSURE CLASSIFICATION: COMPONENT & CLADDING IS A CONT. LOAD PATH PROVIDED FLORIDA BUILDING CODE 2020 +-0.18 YES YES NO 170 mph Vult ENCLOSED, RIGID 0.85 D BUILDING CLASSIFICATION: TWO STORY SINGLE FAMILY RESIDENCE FBC 2020 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 504.4 CONSTRUCTION TYPE V-B THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) LRFD 15th EDITION. BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (ACI 530-13/ ASCE 5/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/AF&PA NDS-2018, ASD). TRUSSES: A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO POURING OF FOUNDATION. B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PRE-FABRICATED HANGERS AS REQUIRED. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER TPI 1-2014; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION ARCHITECT'S STATUS: A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CODES: A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2018). B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. PERMITS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS JOB CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) CLEAN UP / REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT OF THE WORK. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. EARTH WORK: A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL BUILDING CODE 2020. CONCRETE: A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF ACI 318-14. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT. C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. E. SAND: ASTM C-33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL SOILS REPORT. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS - EXCEPTION PILINGS SHALL BE 5,000 PSI. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-14) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 12") * BEAMS AND COLUMNS 1 1/2 " * FORMED CONCRETE BELOW GRADE 2" * UNFORMED BELOW GRADE 3" * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 12" CLEAR AT TOP (EXTERIOR) * BEAMS 1 1/2" CLEAR TO STIRRUPS * COLUMNS 1 1/2" CLEAR TO TIES C. REINFORCING MESH: ON-GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. STRUCTURAL STEEL: A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 15TH EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. ROUGH CARPENTRY: A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED BEAMS SHALL BE INSTALLED WITH CROWN DOWN. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS UNLESS OTHERWISE NOTED. D. ALL SUB-SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"s. E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT. G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES. H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. K. DRAFT-STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN ATTICS FOR AREAS OVER 3,000 S/F L. FIRE-BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. PLUMBING FIXTURES: A. ALL SHOWER HEADS SHALL HAVE ANTI-SCALDING PROTECTION SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. THERMAL MOISTURE PROTECTION: A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2020 ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND FLORIDA BUILDING CODE 2020. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. TIMBER A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: * FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST CONCRETE AND MASONRY. B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS. C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2020 FBC RESIDENTIAL ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2020 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. 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. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. CODE EDITIONS: Florida Building Code (FBC) 2020 National Electrical Code (NEC) 2017 DOORS AND WINDOWS: A. PER FBC 406.3.2.1 DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS THAN 13 8" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. C. DOORS , BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT-POUND IMPACT TEST D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II GLAZING PRODUCTS. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE THE FLOOR OF THE TUB OR SHOWER. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). 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. MEAN ROOF HEIGHT 30'-5" THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS) CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A. PER 2020 FBC-RESIDENTIAL, TABLE R301.2(1), 'SUBJECT TO DAMAGE FROM' WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS 'VERY HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. CONCRETE UNIT MASONRY: A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT REINFORCING. C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 VERTICAL TO ALIGN WITH BLOCK CORE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST & 2ND FLOOR TIE BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. YES REV 01REV 02REV 03REV 04 LEGAL DESCRIPTION: BEING ALL OF LOT 36, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.CLCLMEAN HIGH WATER LINE EL.=0.51' (NAVD) LOCATED 11/04/20 0 CONTOUR LINE 35'-0" CONS E R V A TI O N E A S M N T 40'-0" S E T B A C K ACCE S S, U TI LI T Y, D R AI N A G E LAND S C A P E & W A L L E A S E M E N T (WID T H V A RI E S ) GARAGE LEVEL UP cen vac ELEVATOR 1ST FLOOR DN ICE REF DW GARAGE LEVEL POOL ELEVATED DECK TWO STORY SINGLE FAMILY RESIDENCE w/ GARAGE BELOW F.F.E. 2ND FLOOR @ 32.83 NAVD F.F.E. 1ST FLOOR @ 19.5 NAVD LOBBY @ 8.5 NAVD GARAGE @ 6.33 NAVD7'-6"SETBACK60'-0"7'-6"SETBACK91'-8" GARAGE LEVEL 1ST FLOOR 23'-4"28'-4"20'-0" SETB A C K 117'-8 1 2 " POO L 117'-1 0 1 4 " DEC K114'-9 1 4 " RESI D E N C E DRIVE WALK SEASONAL HIGH WATER LINE EL.=5.20' (NAVD) LOCATED 1/7/21 40'-5" 40'-5 1 2 " 19'-7 1 2 " 1 1 21'-6 1 4 " 19'-2 1 4 " 1 LOCATION MAP CONS E R V A TI O N E A S M N T 40'-0" S E T B A C K ACCE S S, U TI LI T Y, D R AI N A G E LAND S C A P E & W A L L E A S E M E N T (WID T H V A RI E S) GARAGE LEVEL UP cen vac ELEVATOR 1ST FLOOR DN ICE REF DW GARAGE LEVEL POOL ELEVATED DECK TWO STORY SINGLE FAMILY RESIDENCE w/ GARAGE BELOW F.F.E. 2ND FLOOR @ 32.83 NAVD F.F.E. 1ST FLOOR @ 19.5 NAVD7'-6"SETBACK60'-0"7'-6"SETBACK91'-8" GARAGE LEVEL 1ST FLOOR 23'-4"28'-4"20'-0" SETB A C K 117'-8 1 2 " POO L 117'-1 0 1 4 " DEC K114'-9 1 4 " RESI D E N C E DRIVE WALK 40'-5" 40'-5 1 2 " 19'-7 1 2 " 1 1 21'-6 1 4 " 19'-2 1 4 " 1 ob No. 20120966-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 3 2nd Building Comments GS 5.27.2021 4 Clarification per mtg GS 6.16.2021 A101 SITE PLAN SCALE: 1" = 20'-0" PARTIAL SITE PLAN SCALE: 1" = 10'-0" WH ACCU #1 STORAGE 9' Clg 15' x 6'-2" GARAGE 9'-4" Clg 50'-4" x 36'-6" BONUS STORAGE 9' Clg 39' x 19'-4" LOBBY Volume Clg 20'-10" x 14'-8" MECH 1 9' Clg UP ACCU #2 85'-8" 1'-4"60'-0"20'-4" 85'-8" 52'-4"14'-4" 13'-0"4"9'-2"1'-0"11'-8"20'-8"1'-0"21'-4"8"4'-10"23'-6" 41'-10"1'-0" 20'-10"25'-8" 1'-4"36'-0"1'-0"17'-4"1'-0" 3'-4"8"4'-0"9'-4"3'-10"1'-0"18'-8"8"10'-4"4"5'-2"4"9'-10"26'-8"8"1'-0"10'-4"1'-0"10'-0"8"9'-0"60'-0"11'-8"5'-8"9'-4"6'-0"27'-4"3'-10"8"8'-4"18'-4"8"9'-10"16'-0"1'-6"8"10'-4"5'-2"4"5'-4"3'-10"2'-8" 23'-8" 2" 001 003 002 010 009 008 011 3 2 7 210 8" 209 1 3 4 5 10 11 12 13 14 15 16 17 LOWER STAIR DETAILS 11'-0" FLOOR TO FLOOR 19 RISERS @ 6.95" EACH 11" TREADS w/ 1" BULLNOSE 2'-2"12'-2" 12'-0" POOL ABOVE 004 ELEC ELEV EQUIP RE-CIR PUMP 5'-10" POOL EQUIP cen vac 4"8" 4 5 6 +-28"ELEVATOR 4'-8"8"8"5'-0"4"01310'-10"4"ACCU #3 AHU 1 3 2 16548791110 8"1'-0"5'-4" UP STORAGE 9' Clg 12 31'-8"5'-4"014 007 005 PROPOSEDFLOOR ELEV (NAVD) TYPICAL 6.33 outdoor shower 2 POOL STORAGE 9' Clg DRIP DRY7"7"7"1'-4" 8.5 8.5 4"3'-6"4'-8"3'-4"4"6'-0"4"7'-2" 6.17 6.0 NON-HABITABLE AREA BELOW ELEVATED DECK (1089 SF) 214 214 214 214 214 6'-0"COATS 9' Clg 5'-4"4"8"1'-0"16'-2"7"6.33 006 012 8 1 203 203 1'-4"8'-0"9'-0"1'-0" POURED CONCRETE COLUMN LOCATION (TYP.)2 NOTES: THIS PROJECT IS DESIGNED IN COMPLIANCE WITH FBC 2020 7th EDITION SECTION R322 SEE WALL LEGEND FOR FRANGIBLE WALLS SEE DETAIL 8 ON SHEET A501 FOR INTERIOR BREAKAWAY WALL CONSTRUCTION. NON-HABITABLE 2 NON-HABITABLE 2 NON-HABITABLE 2 NON-HABITABLE 2 NON-HABITABLE 2 2 NON FRANGIBLE CMU WALL FRANGIBLE CMU WALL NON FRANGIBLE INTERIOR FRAME WALL FRANGIBLE INTERIOR FRAME WALL GARAGE LEVEL WALL LEGEND 2 3 4 4 4 200 SERIES KEYNOTES MIRROR200 - BUILT-IN CABINETRY201 - TEMPERED GLASS SHOWER ENCLOSURE 202 - .. 203 - OPEN SHELVES 204 - CUSTOM CLOSET INTERIOR 205 - 206 - 207 - CURB FOR SHOWER 208 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 209 - T.S. COLUMN IN WALL211 - MIN 5/8" TYPE 'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 210 - 212 - 213 - 214 - TRACK MOUNTED ROLLING BARN DOOR BY DECORATOR 42" HIGH KNEE WALL T.S. COLUMN IN DECORATIVE COL/POST 42" HIGH CMU WALL 215 - 8"x16" ENGINEERED SMART FLOOD VENT PROVIDING 200 SF OF FLOOD COVERAGE .. DETAIL AREA CALCULATION 1) 1ST FLOOR LIVING 2) 2ND FLOOR LIVING 3) LOBBY BALCONY 1 BALCONY 2 BONUS STORAGE COVERED ENTRY ELEVATED DECK/POOL GARAGE OUTDOOR LIVING 2802 SF 1331 SF 385 SF 204 SF 198 SF 988 SF 105 SF 1223 SF 1740 SF 290 SF 9266 SF LIVING AREA CALCULATION 1) 1ST FLOOR LIVING 2) 2ND FLOOR LIVING 3) LOBBY 2802 SF 1331 SF 385 SF 4518 SF GARAGE LEVEL WINDOW SCHEDULE MARK WD HGT SIZE TYPE ELEV HEAD HT NOTES GARAGE LEVEL DOOR SCHEDULE MARK WD HGT SIZE TYPE NOTES ob No. 20120966-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 3 2nd Building Comments GS 5.27.2021 4 Clarification per mtg GS 6.16.2021 A200 GARAGE LEVEL PLAN SCALE: 1/4" = 1'-0" LT DRWA REFOVENS COOKTOP w/ HOOD ABV MASTER BEDROOM Coffer Clg 11'/11'-4" 15' x 15' ELEVATOR PWDR 10' Clg HIS 10' Clg CLUB ROOM 11' Clg 16'-10" x 18'-4" UTIL 10' Clg KITCHEN Coffer Clg 11'/11'-4" 26'-10" x 12'-6" DINING 11' Clg 19'-4" x 11' PANTRY 10' Clg OPEN TO BELOW BALCONY 1 OUTDOOR LIVING 11'-4" Clg 18'-4" x 16'-4" GREAT ROOM Coffer Clg 11'/11'-4" 26' x 20'-8" UP DN HERS 11' Clg 56'-8" 58'-4"15'-4"2'-8"11'-8"5'-8"3'-2"16'-4"20'-8"8'-2"8'-2"10'-4"11'-4"1'-0"7'-8"5'-4"8"8" 2'-8"3'-4"8"4'-0"9'-4"3'-10"1'-0" 8"4'-8"8" 7'-8"15'-0" 26'-10" 2'-4"4"6'-6"26'-2" 19'-4"8"4'-7"4'-9"8'-0" 8"9'-6"4"5'-8"21'-6"3'-0" 4"5'-4"4"2'-2"4'-4"10'-6"4'-6"8"14'-0"8"20'-8"8"5'-0"8"5'-2"5'-8"3'-10"8"4"5'-8"8'-0"ELEVATED DECK DN POOL SUN SHELF SPA1'-0"1'-0" 20'-4"4'-0"6'-0"50'-0"5" 102 112 111 105 104 103 115 116 119 118 114 117 106 103 102 4 5 6 7 8 13 14 15 16 17 18 19 2 3 1 9 10 UPPER STAIR DETAILS 13'-4" FLOOR TO FLOOR 23 RISERS @ 6.95" EACH 11" TREADS w/ 1" BULLNOSE BALCONY GUARD BALCONY GUARD STAIR RAIL BALCONY GUARD BALCONY GUARD 203 19 RISERS @ 7.25" EA. (VERIFY DISTANCE TO GRADE) 12" TREADS w/ 1" SLOPED RISER 3 2 1 15'-4" 3'-8"8"6'-4"4"5'-0"4"10"MASTER BATH Coffer Clg 10'-10"/11'-4"5'-10" SITTING 10'-6" Clg 5'-10" x 15' 14'-6"40'-8" 6 5 4 2'-8" 9 8 7121110151413191716 8'-0"2'-0" ICE DIRECT VENT GAS FIREPLACE 105 104 5'-10"5'-10"NOTE: PROVIDE DECK DRAINS AS NEEDED, VERIFY STYLE w/ OWNER, VERIFY LOCATION w/ STRUCTURE LIN 10 11 12 WINEFRZ211 3" 3" BOOKS BOOKS 3'-4"8"1'-4"7'-4"8'-4"22'-8"2'-6"3'-2"3'-8"4'-8"15'-4"3'-4"4"8"13'-6"18'-4"4"8"8"13'-6"6'-0"4"5'-4"4"7'-10"10"4"9'-4"5'-4"13'-0"6'-8"3'-4" CABANA 10' Clg 3'-4"6'-8"3'-0"8"4"3'-4"3'-0"4"3'-6"1'-6" BENCH LIN REF DW POOL STORAGE 10' Clg 1'-2" BOOKS WINE WALL 7'-8"48'-0"8'-8" 106 107 108 3'-4"3'-4"1'-0"3'-9"7'-6"3'-9"10"5'-0"3'-8"4'-0"2'-0"4"1'-8"1'-0"1'-4"8"5'-0"4"11'-2" 2'-0"4" 8"9'-10"4"7'-4"5'-0"4"13'-0"4"15'-0"10"5'-0"8"1'-0"5'-4"4"3'-8"5'-8"8"8"10'-4"4"5'-4"8"6'-0" 1'-4" 4'-8" 4"6'-0"4"1'-6" 4'-0"6'-5"1'-4"5'-0"1'-4"8'-1" 6'-0" 18 101 113 110 109 101 121 120 4'-8" 201 201 201 203 203 200 204 201 200 200 204 2 2 2 2 200 SERIES KEYNOTES MIRROR200 - BUILT-IN CABINETRY201 - TEMPERED GLASS SHOWER ENCLOSURE 202 - .. 203 - OPEN SHELVES 204 - CUSTOM CLOSET INTERIOR 205 - 206 - 207 - CURB FOR SHOWER 208 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 209 - T.S. COLUMN IN WALL211 - MIN 5/8" TYPE 'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 210 - 212 - 213 - 214 - TRACK MOUNTED ROLLING BARN DOOR BY DECORATOR 42" HIGH KNEE WALL T.S. COLUMN IN DECORATIVE COL/POST 42" HIGH CMU WALL 215 - 8"x16" ENGINEERED SMART FLOOD VENT PROVIDING 200 SF OF FLOOD COVERAGE .. DETAIL AREA CALCULATION 1) 1ST FLOOR LIVING 2) 2ND FLOOR LIVING 3) LOBBY BALCONY 1 BALCONY 2 BONUS STORAGE COVERED ENTRY ELEVATED DECK/POOL GARAGE OUTDOOR LIVING 2802 SF 1331 SF 385 SF 204 SF 198 SF 988 SF 105 SF 1223 SF 1740 SF 290 SF 9266 SF LIVING AREA CALCULATION 1) 1ST FLOOR LIVING 2) 2ND FLOOR LIVING 3) LOBBY 2802 SF 1331 SF 385 SF 4518 SF 1ST FLOOR WINDOW SCHEDULE MARK WD HGT SIZE TYPE ELEV HEAD HT NOTES 1ST FLOOR DOOR SCHEDULE MARK WD HGT SIZE TYPE NOTES ob No. 20120964-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 A201 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" OPEN TO BELOW WIC 10' Clg BATH 4 10' Clg WIC 10' Clg BATH 3 10' Clg BEDROOM 2 10' Clg 14' x 13'-8" BALCONY 2 WIC 10' Clg BATH 2 10' Clg SEATLIN BDRM 4 10' Clg 14' x 12'-8" BEDROOM 3 10' Clg 14' x 13'-8" DN AHU 3 4" 45'-8" 24'-0"21'-8"11'-0"26'-4"8'-4"4'-2"4'-2"7'-4"13'-2"5'-10"8'-6"19'-4"10'-4"7'-6" 9'-3"10'-1"17'-4"13'-0"4'-8"8'-10"4'-8"8'-8"14'-4"8"6'-6"1'-0" 8"7'-10"5'-6"3'-10"5'-4" 4'-0"9'-4"3'-10"4'-8"4"14'-0"8" 8"14'-0"4"6'-2"4"5'-0"4"7'-0"3'-8"3'-2"4"3'-8"8" 8" 4"8'-0"4"10'-8"5'-6"5'-8"3'-10"4"12'-8"8"18'-8"4"3'-4"5'-4"8"1"5'-7"3'-10"8"13'-8"4"13'-8"4"5'-4"8"6'-0"1'-0"1'-0"25'-4"5'-2"204 4" 4" 203 202 201 209 210 211212 213 214 208 209 207 206 205 203 202 201 211 210 4 5 6 7 8 17 18 19 20 21 22 2 3 1 9 10 11 12 13 14 15 STAIR RAIL BALCONY GUARD BALCONY GUARD 213 205 204 200 201 200 203 203203 4'-2"9'-4"6'-0"3'-4" ELEVATOR 8"4'-8"8"8"5'-0"8"AHU 2 208 23 16 4'-8"8"3'-4"8"4'-8"4"4'-4"6'-8"8"8" 6'-8"3'-6"4"3'-10"3'-8" A/C CHASE BELOW SEAT8'-0"4"4"3'-6"1'-0"3'-6"7'-6"8"5'-8"4"7'-2" 204 205 206 207 200 204207 205 2 2 200 SERIES KEYNOTES MIRROR200 - BUILT-IN CABINETRY201 - TEMPERED GLASS SHOWER ENCLOSURE 202 - .. 203 - OPEN SHELVES 204 - CUSTOM CLOSET INTERIOR 205 - 206 - 207 - CURB FOR SHOWER 208 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 209 - T.S. COLUMN IN WALL211 - MIN 5/8" TYPE 'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 210 - 212 - 213 - 214 - TRACK MOUNTED ROLLING BARN DOOR BY DECORATOR 42" HIGH KNEE WALL T.S. COLUMN IN DECORATIVE COL/POST 42" HIGH CMU WALL 215 - 8"x16" ENGINEERED SMART FLOOD VENT PROVIDING 200 SF OF FLOOD COVERAGE .. 2ND FLOOR WINDOW SCHEDULE MARK WD HGT SIZE TYPE ELEV HEAD HT NOTES 2ND FLOOR DOOR SCHEDULE MARK WD HGT SIZE TYPE NOTES ob No. 20120964-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 A2022ND FLOOR PLAN SCALE: 1/4" = 1'-0" STORAGE 9' Clg GARAGE 9'-4" Clg BONUS STORAGE 9' Clg LOBBY Volume Clg MECH 1 9' Clg UP POURED CONC FLOOR THIS AREA T.S. COL ABOVE FRONT BALCONY REAR RAISED DECK 6'-0" CANTILEVER 6'-0" CANTILEVER 7'-4" CANTILEVER 6'-0" CANTILEVER T.S. COL ABOVE UP STORAGE 9' Clg LAST RISER NOTE: PROVIDE DECK DRAINS AS NEEDED, VERIFY STYLE w/ OWNER, VERIFY LOCATIONS w/ STRUCTURE POOL STORAGE 9' Clg 7'-4" CANTILEVER 8'-8" CANTILEVER COATS 9' Clg NOTE: THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A210 ARCHITECTURAL 1st FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0" MASTER BEDROOM Coffer Clg 11'/11'-4" PWDR 10' Clg HIS 10' Clg CLUB ROOM 11' Clg UTIL 10' Clg KITCHEN Coffer Clg 11'/11'-4" DINING 11' Clg PANTRY 10' Clg BALCONY 1 OUTDOOR LIVING 11'-4" Clg GREAT ROOM Coffer Clg 11'/11'-4" UP DN HERS 11' Clg ELEVATED DECK DN POOL SUN SHELF SPA 20'-6"1'-8"1'-8"17'-4"1'-8"13'-0"3'-3"6'-6"5'-0"1'-9"11'-6"1'-9"5'-10"1'-9"10'-6"1'-9"9' CLG MASTER BATH Coffer Clg 10'-10"/11'-4" T.S. COL BEAM @ +11'-4" 8"x48" BEAM @ +15'-6" UPTURNED 8"x20" BEAM @ +13'-4" 12"x20" BEAM @ +11'-4" SITTING 10'-6" Clg CABANA 10' Clg POOL STORAGE 10' Clg WINE WALL 8'-4" CANTILEVER 3'-4" CANTILEVER 10' CLG 10' CLG 3'-1" 10' CLG 9' SOFFIT 5'-8"1'-0"1'-10"1'-0"9'-2"1'-0" 10'-10" CLG 8'-2" SOFFIT 8'-2" CLG10' CLG DIRECT VENT FIREPLACE VENT PIPE NOTE: THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. WIC 10' Clg BATH 4 10' Clg WIC 10' Clg BATH 3 10' Clg BEDROOM 2 10' Clg BALCONY 2 WIC 10' Clg BATH 2 10' Clg BDRM 4 10' Clg BEDROOM 3 10' Clg DN 9' CLG 9' CLG 9' CLG 1'-6"11'-8"1'-6"1'-6"14'-4" CONCRETE BEAM SEE SECTION A-A CONCRETE BEAM 3'-4" CANTILEVER 10' CLG 10'-6" CLG NOTE: THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A211 ARCHITECTURAL UPPER ROOF PLAN SCALE: 3/16" = 1'-0" ARCHITECTURAL LOWER ROOF & 2ND FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0" 1ST FLOOR ELEV 0'-0" NAVD 19.5 LOBBY LEVEL -11'-0" NAVD 8.5 TOP OF BEAM @ +23'-4" A.F.F.11'-0"TOP OF BEAM @ +23'-4" A.F.F. 5 12 300 307 303 308 303 302 306 301 303 302 306 302 306 LOWEST HORIZ STRUCTURE NAVD 16.03'-6"4'-0"5'-0"3'-6"4'-6"5'-0"2'-6"5'-6"TOP OF BEAM @ +11'-4" A.F.F. 2ND FLOOR @ +13'-4" A.F.F.10'-0"30'-5" HEIGHTLOWEST HORIZ STRUCTURE TO MEAN ROOF)13'-4"GARAGE @ -13'-6" NAVD 6.0 2ND FLOOR @ +13'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. 1ST FLOOR ELEV 0'-0" NAVD 19.5 DESIGN FLOOD ELEVATION (DFE) & DESIGN FLOOD ELEVATION (DFE) AO2 ZONE NAVD 5.5 GRADE + 2' + 1' FREEBOARD = 8.5 NAVD 306 302 301 301 305 4'-0"5'-0"3'-0"10'-0"NAVD 30.83 NAVD 32.83 1 NAVD 42.83 1 300 SERIES KEYNOTES STANDING SEAM METAL ROOF (MILL FINISH)300 - SMOOTH STUCCO FINISH (TYP.)301 - POURED WINDOW SILL - SEE PROFILE302 - PORCELAIN TILE WALL CLADDING303 - ..304 - ALUMINUM RAIL (TO REJECT 4" SPHERE)305 - 306 - EDEN COAST GARAGE DOOR PAINTED307 - IMPACT WINDOWS/DOORS (ALUMINUM) WALL MOUNTED LIGHT FIXTURE308 - FIREPLACE VENT TERMINAL309 - 1ST FLOOR ELEV 0'-0" NAVD 19.5 TOP OF BEAM @ +23'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. 2ND FLOOR @ +13'-4" A.F.F. TOP OF BEAM @ +23'-4" A.F.F. 2ND FLOOR @ +13'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. BOTTOM OF POOL SHELL NAVD 12.5 300 305 301 5 12 301 8"x16" FLOOD VENTS MAX 12" ABOVE GRADE 1ST FLOOR ELEV 0'-0" NAVD 19.5 POOL SHELL PILING SHOWN FOR ILLUSTRATIVE PURPOSES ONLY (SEE STRUCTURAL PLANS)5'-0"3'-0"305 305 306 301 301 5'-0"3'-0"10'-0"ob No. 20120964-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 A301 WEST ELEVATION (front) SCALE: 1/4" = 1'-0" EAST ELEVATION (rear) SCALE: 1/4" = 1'-0" 5 12 TOP OF BEAM @ +23'-4" A.F.F. LOBBY LEVEL @ -11'-0" NAVD 8.5 2ND FLOOR @ +13'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. 1ST FLOOR ELEV 0'-0" NAVD 19.5 TOP OF BEAM @ +23'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. 2ND FLOOR @ +13'-4" A.F.F.13'-4"10'-0"301 306 305 300 3'-0"6'-0"2'-6"5'-6"3'-0"5'-0"2'-0"TOP OF TOWER @ +27'-0" A.F.F.5'-6"2'-6"3083'-6"4'-6"1ST FLOOR ELEV 0'-0" NAVD 19.5 BELOW DECK @ -13'-2" NAVD 6.33 8"x16" FLOOD VENTS MAX 12" ABOVE GRADE 309 12" min 300 SERIES KEYNOTES STANDING SEAM METAL ROOF (MILL FINISH)300 - SMOOTH STUCCO FINISH (TYP.)301 - POURED WINDOW SILL - SEE PROFILE302 - PORCELAIN TILE WALL CLADDING303 - ..304 - ALUMINUM RAIL (TO REJECT 4" SPHERE)305 - 306 - EDEN COAST GARAGE DOOR PAINTED307 - IMPACT WINDOWS/DOORS (ALUMINUM) WALL MOUNTED LIGHT FIXTURE308 - FIREPLACE VENT TERMINAL309 - 5 12 TOP OF BEAM @ +23'-4" A.F.F. 2ND FLOOR @ +13'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. 1ST FLOOR ELEV 0'-0" NAVD 19.5 GARAGE @ -13'-5" NAVD 6.0 TOP OF BEAM @ +23'-4" A.F.F. TOP OF BEAM @ +11'-4" A.F.F. 2ND FLOOR @ +13'-4" A.F.F. 306 301305 301 306 3'-0"6'-0"1ST FLOOR ELEV 0'-0" NAVD 19.5 5'-0"3'-0"8"x16" FLOOD VENTS MAX 12" ABOVE GRADE3'-0"5'-0"8"x16" FLOOD VENTS MAX 12" ABOVE GRADE 303 ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A302 NORTH ELEVATION (left) SCALE: 1/4" = 1'-0" SOUTH ELEVATION (right) SCALE: 1/4" = 1'-0" TOP OF BEAM @ +23'-4" A.F.F. LOBBY LEVEL @ -11'-0" NAVD 8.5 TOP OF BEAM/2ND FLOOR @ +13'-4" A.F.F. 1ST FLOOR ELEV 0'-0" NAVD 19.5 @ -13'-2" NAVD 6.33 PRE-ENG ROOF TRUSSES @ 24" O/C MAX MIN R-20 SPRAY ON FOAM INSUL. (TYP.) SEE TYP. WALL SECTION METAL BAR JOIST & CONCRETE DECK FLOOR SYSTEM TIE BEAM TYP. (SEE STRUCTURAL PLANS FOR DETAILS) ELEVATED DECK SEE STRUCTURAL PLANS FOR SLAB AND CONNECTION DETAILS FOUNDATION SHOWN FOR ILLUSTRATIVE PURPOSES - SEE STRUCTURAL PLANS FOR ALL FOUNDATION DETAILS INCLUDING PILING, GRADE BEAMS, FLOOR SLABS, ETC POOL AREA BELOW ELEVATED DECK 5 12 METAL BAR JOIST & CONCRETE DECK FLOOR SYSTEM 2 WAY CLEAN OUT SL O P E 1 / 8 " / F T T O S E P T I C 4" 2" VTR CO LAV TUB WC 2" VTR LAV WC CO 2" VTR CO LAV SHR WC CO LAV WC 3" VTR 1ST FLOOR 2ND FLOOR 4" 4" 3" 3" 3" 3" 3" 2" 3" 2"3" 2" SHR LAV WM CO WC 2" 3" 2"CO KIT SINK 2" STUDOR VENT 2" VTR 3" 3" WC 2" LAV CO KIT SINK CO 2" STUDOR VENT DRIP DRY SHR 2" VTR LAV CO LT 3" SHR TUB ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A303 BLDG SECTION A-A SCALE: 1/4" = 1'-0" PLUMBING RISER N.T.S. STORAGE 9' Clg GARAGE 9'-4" Clg BONUS STORAGE 9' Clg LOBBY Volume Clg MECH 1 9' Clg SCORED STUCCO TO LOOK LIKE T&G CLG SMOOTH STUCCO BEAM STORAGE 9' Clg POOL STORAGE 9' Clg COATS 9' Clg WF WF L2 CF CF CF CF WF WF L4 L4 L4 WF CF CF L2 CF VP WF WF CF MASTER BEDROOM Coffer Clg 11'/11'-4" PWDR 10' Clg HIS 10' Clg CLUB ROOM 11' Clg UTIL 10' Clg KITCHEN Coffer Clg 11'/11'-4" DINING 11' Clg PANTRY 10' Clg BALCONY 1 OUTDOOR LIVING 11'-4" Clg GREAT ROOM Coffer Clg 11'/11'-4" HERS 11' Clg ELEVATED DECK SUN SHELF SPA 20'-6"1'-8"1'-8"17'-4"1'-8"13'-0"3'-3"6'-6"5'-0"1'-9"11'-6"1'-9"5'-10"1'-9"10'-6"1'-9"9' CLG MASTER BATH Coffer Clg 10'-10"/11'-4" SITTING 10'-6" Clg CABANA 10' Clg POOL STORAGE 10' Clg WINE WALL 10' CLG 10' CLG 3'-1" 10' CLG 9' SOFFIT 5'-8"1'-0"1'-10"1'-0"9'-2"1'-0" 10'-10" CLG 8'-2" SOFFIT 8'-2" CLG10' CLG WF WF L2 L2 CF CFCF CF WF L4 CF WF WF CF CF WF WF VP L1 L1L1 L1 L1 L1 L7 WF CF CF CF CF CF CF VPVP VP ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A401 GARAGE/LOBBY LEVEL REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" 1st FLOOR REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" WIC 10' Clg BATH 4 10' Clg WIC 10' Clg BATH 3 10' Clg BEDROOM 2 10' Clg BALCONY 2 WIC 10' Clg BATH 2 10' Clg BDRM 4 10' Clg BEDROOM 3 10' Clg 9' CLG 9' CLG 9' CLG 1'-6"11'-8"1'-6"1'-6"14'-4" 10' CLG 10'-6" CLG CF CF VP WF CF CF CF CF CF VP WF WF VP ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A402 2nd FLOOR REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" 01 INTERIOR FRAME WALL (NON BEARING)NTS NOTE: P.T. 2x4 FRAMING AROUND ALL SHOWER OPENINGS BATT INSULATION FOR WALLS BETWEEN CONDITIONED and UNCONDITIONED SPACES, AT OPT. LOCATIONS FOR SOUND- SEE PLANS 35 8" METAL STUDS (25 ga) @ 16" O/C 35 8" METAL RUNNER TRACKS (25 ga) TOP & BOTFOR FIRE RATED & ADJACENT WALLS: TOP & BOT RUNNERS TO BE FASTENED TO CEILING & FLOOR @ MAX 24" O/C w/ 5/8" EMBED NAILS OR SELF TAPPING SHEET METAL SCREWS FOR METAL TO METAL 5/8" GYP BOARD OR 5/8" DUROCK @ WET AREAS3'-6"03 WOOD BALCONY RAILING DETAIL 3/4" = 1'-0" HARDWOOD BALUSTERS SPACED TO REJECT 4" DIAMETER SPHERE NEWEL POST TANDEM CAP @ NEWEL POST 1" BEYOND SLIDING GLASS DOOR PERIMETER SEAL 3/4" RECESS RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOOR PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE RETURN; 2" OUT AWAY FROM THE CMU; AND SIX TO EIGHT INCHES UP THE EXTERIOR FACE OF THE WALL RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD TO BE PROVIDED AFTER STUCCO AT THE JUNCTION OF THE CONCRETE SLAB AND THE EXTERIOR FACE. CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR PERIMETER SEALANT. VULKEM TRAFFIC COATING TO BE USED ON BALCONY SURFACES MEMBRANE WATERPROOFING STUCCO CANT BEAD SLIDING GLASS DOOR FRAME SILL CONCRETE BLOCK 06 WATERPROOFING @ BALCONY NTS 04 ALUMINUM BALCONY GUARD DETAIL 3/4" = 1'-0" NON-SKID FLOORING ON EPOXY BASED SETTING MATERIAL & GROUT OVER TRAFFIC COATING (NO PHOSPHATE BASED MORTAR) BULLNOSE EDGE SMOOTH STUCCO FINISHED BALCONY TRAFFIC COATING 05 BALCONY EDGE DETAIL NTS WATER DRIP GROOVE D1 TYPICAL 2-STORY WALL SECTION 3/4" = 1'-0"D2 TYPICAL 3-STORY WALL SECTION 3/4" = 1'-0" TOP OF BEAM @ +11'-4" A.F.F. CONCRETE TIE BEAM (SEE STRUCTURAL PLANS) P.T. 1x3 FIRESTOP CONT. RATRUN RESTRAINTS (SEE STRUCTURAL PLANS) PRE-ENG. ROOF TRUSSES @ 24" O/C 5 8" GYPSUM BOARD CLG ATTACHED TO BOT CHORD OF TRUSSES SEE STRUCTURAL PLANS FOR PILING, GRADE BEAMS, FOUNDATION DETAILS GRADE VARIES 3/4" RECESS FILLED CELLS w/ VERT. DOWELS (SEE STRUCTURAL PLANS FOR SIZES & LOCATIONS) GARAGE/LOBBY @ ELEV -13'-6"/-11'-0" P.T. 1x4 CONT. 5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION STAPLED TO P.T. 1x2 FURRING @ 24" O/C SEE STRUCTURAL PLANS FOR PILING, GRADE BEAMS, FOUNDATION DETAILS GRADE VARIES 3/4" RECESS FILLED CELLS w/ VERT. DOWELS (SEE STRUCTURAL PLANS FOR SIZES & LOCATIONS) GARAGE/LOBBY @ ELEV -13-6"/-11'-0" P.T. 1x4 CONT. 5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION STAPLED TO P.T. 1x2 FURRING @ 24" O/C GENERAL NOTE SPECIFICATIONS: -ALL CONCRETE SHALL BE OCEAN MIX -ALL NAILS SHALL BE GALVANIZED -ALL FASTENERS SHALL BE STAINLESS STEEL GENERAL NOTE SPECIFICATIONS: -ALL CONCRETE SHALL BE OCEAN MIX -ALL NAILS SHALL BE GALVANIZED -ALL FASTENERS SHALL BE STAINLESS STEEL TOP OF BEAM @ +23'-4" A.F.F. F1 A501 CONCRETE TIE BEAM (SEE STRUCTURAL PLANS) P.T. 1x3 FIRESTOP CONT. RATRUN RESTRAINTS (SEE STRUCTURAL PLANS) SEE TRUSS END DETAIL ABOVE PRE-ENG. ROOF TRUSSES @ 24" O/C 5 8" GYPSUM BOARD CLG ATTACHED TO BOT CHORD OF TRUSSES +-1'-5"3"5 8" GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C PRECAST METAL BAR JOIST & CONCRETE FLOOR SYSTEM TOP OF BEAM @ -0'-3" B.F.F. SHOE ACI HOOK 1ST FLOOR @ +0'-0" A.F.F.+-1'-5"3"5 8" GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C PRECAST METAL BAR JOIST & CONCRETE FLOOR SYSTEM TOP OF BEAM @ +13'-1" A.F.F. SHOE ACI HOOK 2ND FLOOR @ +13'-4" A.F.F.+-1'-5"3"5 8" GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C PRECAST METAL BAR JOIST & CONCRETE FLOOR SYSTEM TOP OF BEAM @ -0'-3" B.F.F. SHOE ACI HOOK 1ST FLOOR @ +0'-0" A.F.F. NOTE: VERIFY ALL BEAM HEIGHTS w/ STRUCTURAL PLANS NOTE: VERIFY ALL BEAM HEIGHTS w/ STRUCTURAL PLANS SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS STANDING SEAM METAL ROOF (.032 ALUM 5V CRIMP) OVER VERSASHIELD ON PEEL & STICK MEMBRANE OVER 30# FELT TIN TAGGED TO APA 40/20 19/32" EXPOSURE 1 PLYWOOD MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX 'X' WITHOUT A COATING 12 5 02 STAIR DETAIL 3/4" = 1'-0"34"-38"RUN RISEPOURED CONC. STAIRS, FINISH MATERIAL T.B.D. 1" UPPER STAIR - RISE=6.95", RUN=11" LOWER STAIR - RISE=6.95", RUN=11" EXTERIOR STAIR - RISE=7", RUN=12" HARDWOOD BALUSTERS SPACED TO REJECT 4" DIAMETER SPHERE GRASPABLE TOP RAIL PER N.F.P.A. 101 5-2.2.4.5 (C) R 311.5.6 HANDRAILS SHALL BE PROVIDED ON AT LEAST 1 SIDE OF EACH STAIRS & SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT3'-0" MINTOP CAP ON 2"x2" TUBE NOTE: ALL FASTENERS FOR RAIL ATTACHMENTS TO BE STAINLESS STEEL 2" x 2" SQ PICKET 1 1/2" x 2" SQ PICKET 12" DIA SOLID ALUM ROD (TYP.) NOTE: PICKET SPACING TO REJECT 4" DIA. SHERE +-358"112"312"112" 07 ..NTS F1 A501 SEE TRUSS END DETAIL ABOVE SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS STANDING SEAM METAL ROOF (.032 ALUM 5V CRIMP) OVER VERSASHIELD ON PEEL & STICK MEMBRANE OVER 30# FELT TIN TAGGED TO APA 40/20 19/32" EXPOSURE 1 PLYWOOD MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX 'X' WITHOUT A COATING 12 5 INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ FBC 2020 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/ FBC 2020 R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. 08 INTERIOR NON-BEARING BREAKAWAY WALL CONSTRUCTION 1 1/2" = 1'-0" 35 8" METAL STUDS (25 ga) @ 16" O/C 35 8" METAL RUNNER TRACKS (25 ga) TOP & BOT2x4 ATTACHED TO FLOOR SYSTEM P.T. 2x4 w/ 1/4" x 3" CORROSION RESISTANT TAPCONS @ 16" O/C No. 6 x 1" GALV SCREWS @ 32" O/C TO BOT PLATE No. 6 x 1" GALV SCREWS @ 32" O/C TO TOP RUNNER 2 THIS DESIGN ALLOWS THE METAL FRAMED WALL TO BREAKAWAY FROM THE PERMANENT TOP & BOT 2x4 RUNNERS WITHIN THE 10-20 PSF LOADING RANGE WITHOUT HARM TO THE ELEVATED PORTION OF THE BUILDING OR SUPPORTING FOUNDATION 5 12 GALV METAL DRIP OVER P.T. 1x2 ON 2x6 CYPRESS FASCIA w/ (2) 16d TO EACH TRUSS 2'-0" OVERHANG (TYP.) MIN 5 8" STUCCO ON SELF FURRING METAL LATH SOFFIT 514"F1 TYPICAL TRUSS END/FASCIA DETAIL 1" = 1'-0" ob No. 20120964-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 A501 NOT TO SCALE 5TYPICAL ATTIC ACCESS DETAIL 1 1/2"=1'-0" 6CEILING JOIST ATTACHEMENT DETAIL 1 1/2"=1'-0" 7CEILING DETAIL METAL JOIST METAL JOIST TRACK CMU OR CAST IN PLACE WALL CONCRETE FASTENERES AS REQUIRED CLIP ANGLE, NO LESS THAN METAL JOIST DEPTH MINUS 1/2" (ATTACH CLIP & TRACK TO CONCRETE w/ EXP. , ANCHOR BOLTS, OR TAPCONS) NOTE: PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED REFER TO REFLECTEDCEILING PLAN5/8" GYP. BD. FASTENED 6" O.C.@ PERIMETER & 8" O.C. BALANCE 20 ga. METAL FRAMING @ 16" O.C. MAX. OR AMRSTRONG DRYWALL GRID SYSTEM (SUSPENDED FROM STRUCTURE 4' O.C. MAX.) 1 1/2"=1'-0" 14ROOF ABUTTING CMU WALL 5/8" STUCCO1" 4" MIN. 4" MIN.C.M.U. WALL - REFER TO DRAWINGS FOR DETAILS. J BEAD VERTICAL WALL PAN FLASHING NAILED TO WALL WITH 30°, 1" RETURN. EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER-FLASHING MIN. 4". 3/8"=1'0" 15TYPICAL PLUMBING FIXTURE CLEARANCE 21" MIN.15"MIN.15"MIN.℄21" MIN. NOT TO SCALE 9CONDENSATE P-TRAP DETAIL NOT TO SCALE 11WALL CLEAN OUT DETAIL NOT TO SCALE 12WASHING MACHINE CONNECTION DETAIL AS SHOWN ON FLOOR PLAN BE WITHIN 4" OF WALL COLUMN OR PARTITION CLEANOUT FACE SHALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. FLOOR SLAB WHERE CLEANOUT TEE EDGES AND FLATHEAD GAUGE STAINLESS STEEL COVER WITH BEVELED PROVIDE A ROUND 18 CHASE OR PARTITION, IS CONCEALED IN A MACHINE SCREW. CONCRETE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED-THREAD WITH TFE JOINT COMPOUND. PROVIDE TEST TEE 3" ABOVE TOP C. TSP = FAN TOTAL STATIC PRESSURE. B. DRAIN LINE SHALL BE COPPER RECEPTOR (MIN. 1/8" PER FOOT) A. SLOPE DRAIN LINE TO CONDENSATE TYPE "L" AND INSULATED. ELBOW TSP +1" (3" MIN.) TSP +1" CONNECTION UNION PERFORATED CAP VENT W/ (SCREWED) TEE C.O. PLUG OF PRIMARY DRAIN PAN A.H.U. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS. 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE. 3. COORDINATE WITH PLUMBING PLANS WITH 2" AIR GAP T&P TO GROUD RELIEF VALVE CHECK S.O.V.W.H. VALVE 2"AIR GAP HOT WATER SUPPLYSUPPLYCOLD WATER TRAPS HEAT RETURN HOT WATER RELIEF VALVE WATTS BRVT PRESSURE PRESSURE RELIEF DRAIN WITH 2" AIR GAP NOT TO SCALE 8ELECTRIC WATER HEATER DETAIL FINISHED FLOOR 1/2" HW & 2" DIA. WASTE CW PIPING (WATTS OR EQUAL) WATER HAMMER ARRESTOR HW & CW HOSE CONNECTIONS W/VACUUM BREAKERS FINISHED WALL DEEP BOX FOR METAL STUD WALL GUY GRAY SPACE SAVER WITH 4" ROOF TRUSSES @ 24" O/C PRE-MANUF SCUTTLE DOOR OR 5/8" GYP BOARD SCREWED TO MIN 1/2" CDX PLYWOOD PANEL PREFAB ATTIC ACCESS SCUTTLE FRAME ATTACH PER MANUF. SPEC'S DECORATIVE TRIM IS PART OF SCUTTLE FRAME CEILING MIN. 30" CLEAR HEAD ROOMAT SOME POINT OVER OPENINGMETAL FRAMING (25ga) @ 16" O.C. MAX. METAL SILL CHANNEL OVER PLATE 5/8" DRYWALL EA. SIDE **SEE NOTE** PROVIDE LEVEL 5 FINISH ON ALL EXPOSED INTERIOR PAINTED DRYWALL SURFACES NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS**SEEPLAN5/8"SEEPLAN5/8"SOUND INSULATION IF REQUIRED (VERIFY w/ OWNER) SOUND INSULATION, IF REQUIRED (VERIFY w/ OWNER) 16" MAX. 1 1/2"=1'-0" 4TYPICAL INTERIOR PARTITION WALL (NON-BEARING) METAL STUD FRAMING (SEE WALL TYPE & FLOOR PLANS) CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) WALL INSULATION (SEE TYPICAL WALL SECTIONS) EXTERIOR FINISH (SEE ELEVATIONS) SOUND INSULATION (SEE WALL TYPE & FLOOR PLANS) GYP.BD. FINISH (SEE WALL TYPE & FLOOR PLANS) 1 1/2"=1'-0" 1STUD WALL TO CONCRETE WALL DETAIL 1 1/2"=1'-0" 2TYPICAL INTERIOR CMU WALL CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) INTERIOR SPACE NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** INTERIOR SPACE EXTERIOR SIDE INTERIOR SIDE NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** 5/8" STUCCO FINISH (VERIFY FINISH & COLOR) 1 1/2"=1'-0" 3TYPICAL EXTERIOR CMU WALL 5/8" DRYWALL ON MIN. 7/8" FURRING CHANNELS @ 16" O.C. MAX FURRING & GYPSUM BOARD PER TYPICAL WALL SECTIONS 5/8" GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) 10 8" 48" max 1-1/2" = 1'-0" EXTERIOR DROPPED CEILING DETAIL 5/8" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS), FURRING & INSULATION PER TYPICAL WALL SECTIONS P.T. 2x4 x 8" LONG w/ (2) 14" x 3" TAPCONS TO CONCRETE P.T. 2x4 STRONG BACK BRACE @ 48" O/C MAX P.T. 2x4 STRONGBACK @ 48" O/C MAX P.T. 2x4 @ PERIM. w/ 14" x 1 14" EMBED TAPCONS @ 16" O/C 1x T&G CLG NAILED TO 2x4'SP.T. 2x4'S @ 24" O/C (UNFINISHED) (FINISHED) (if recirc) 2020 FLORIDA BUILDING CODE-RESIDENTIAL PER FBC 2020 P405.3.1: "A WATER CLOSET, URINAL, LAVATORY OR BIDET SHALL NOT BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION, VANITY OR OTHER OBSTRUCTION. WHERE PARTITIONS OR OTHER OBSTRUCTIONS DO NOT SEPARATE ADJACENT FIXTURES, FIXTURES SHALL NO BE SET CLOSER THAN 30" CENTER TO CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BE NOT LESS THAN A 21-INCH CLEARANCE IN FRONT OF THE WATER CLOSET, URINAL, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR." ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A502 WOOD DOOR (SEE DOOR SCHEDULE) PRE-HUNG WOOD DOOR FRAME METAL STUD PARTITION w/ GYPSUM WALLBOARD (SEE WALL TYPES) PROVIDE SHIMS AS REQUIRED WOOD CASING, BY OWNER PRE-HUNG WOOD DOOR FRAME METAL STUD PARTITION w/ GYPSUM WALLBOARD (SEE WALL TYPES) PROVIDE SHIMS AS REQUIRED WOOD CASING BY OWNER WOOD DOOR (SEE FLOOR PLAN) PRE-HUNG WOOD DOOR FRAME DOOR STOP BEYOND CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) FINISH FLOOR VARIES BY ROOM (VERIFY SPEC's w/ OWNER) DOOR STOP DOOR STOP WOOD DOOR (SEE FLOOR PLAN) BLOCKING AS REQ'D BLOCKING AS REQ'D T6P2STEEL INSULATED IMPACT RATED OVERHEAD DOOR w/ WOOD VENEER INSTALL PER PRODUCT APPROVAL RECESS IN CONCRETE CORNER BEAD INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH CMU WALL OVER PRECAST LINTEL OR POURED CONC. BEAM, SEE STRUCT. STONE SURROUND IF APPLICABLE CORNER BEAD DRIP KERF IN STUCCO RETURN WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING STEEL INSULATED IMPACT RATED OVERHEAD DOOR w/ WOOD VENEER INSTALL PER PRODUCT APPROVAL 2X6 P.T. BUCK W/ 14" TAPCONS W/ WASHERS 114" EMBED @ 8" 0.C. MAX, 2" FROM CORNER STANDARD 2" TRACK, TORSION SPRING OPERATED O.H. GARAGE DOOR. WOOD CASING, PAINT GRADE (VERIFY w/ OWNER) NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. SLOPE SLOPE MOULD & 1X6 SMOOTH CEDAR BD. CAST STONE SURROUND, BEYOND STUCCO RETRUN INDICATES STEEL INSULATED DOOR w/ WOOD VENEER (SEE DOOR SCHEDULE) TILE OR EPOXY FLOOR (VERIFY w/ OWNER) INDICATES CONCRETE SLAB (SEE STRUCTURAL DWG's) DRIVEWAY PAVERS (VERIFY w/ OWNER) 112"=1'-0" STUCCO w/ SMOOTH FINISH PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL STONE SURROUND & RETURN OPTIONAL SEE ELEVATIONS) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER STUCCO w/ SMOOTH FINISH *SEE LIQUID FLASHING DETAIL U 112"=1'-0" 112"=1'-0" STUCCO w/ SMOOTH FINISH PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER 2X4 P.T. BUCK W/ 14" TAPCONS 114" EMBED @ 8" 0.C. MAX, 2" FROM CORNER IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL STONE SURROUND & RETURN, SEE ELEVATIONS 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER FILLED CELL OR POURED COL., SEE STRUCT. STONE SURROUND & RETURN OPTIONAL (SEE ELEVATIONS) EXTERIOR STONE SILL IMPACT RATED WINDOW INSTALL PER PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH INTERIOR SILL, SEE BY INTERIOR OR OWNER 112"=1'-0" STUCCO w/ SMOOTH FINISH POURED CONCRETE SILL (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL SILL & APRON BY INTERIOR OR OWNER STONE OR STUCCO EXTENSION JAMB IF APPLICABLE (SEE ELEV'S) WINDOW SILL (SEE ELEV'S) WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING STUCCO w/ SMOOTH FINISH FILLED CELL OR POURED COL. AT CMU WALL, SEE STRUCT. 2X6 P.T. BUCK W/ 14" TAPCONS W/ WASHERS 114" EMBED @ 8" 0.C. MAX, 2" FROM CORNER STONE SURROUND IF APPLICABLE, SEE ELEVATIONS T 6 P 2 STUCCO w/ SMOOTH FINISH INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH 112"=1'-0" 112"=1'-0" *CAULK AS REQUIRED 112"=1'-0" LIQUID FLASHING ON CONCRETE RETURN BEYOND *CAULK AS REQUIRED 112"=1'-0"*CAULK AS REQUIRED 112"=1'-0"*CAULK AS REQUIRED 112"=1'-0" 112"=1'-0" 112"=1'-0" 112"=1'-0"14"=1'-0" *CAULK AS REQUIRED 112"=1'-0"212"JAMB EXTENSION AS NEEDED 2X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE 312"312" 2X6 RIPPED P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED 212" 2X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE SEEPLANS312"412" 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER FILLED CELL OR POURED COL., SEE STRUCT. STUCCO RETURN STONE OR BRICK THRESHOLD 2X6 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE IMPACT RATED EXTERIOR DOOR (NOT FRENCH) PER LATEST NOA PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH214"ATTACH DOOR FRAME PER LATEST NOA PRODUCT APPROVALS JAMB EXTENSION AS NEEDED 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER FILLED CELL OR POURED COL., SEE STRUCT. STONE SURROUND & RETURN OPTIONAL (SEE ELEVATIONS) STONE OR BRICK THRESHOLD IMPACT RATED SLIDING DOOR INSTALL PER PRODUCT APPROVAL STUCCO w/ SMOOTH FINISH JAMB EXTENSION AS NEEDED 2X6 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE 278"STUCCO w/ SMOOTH FINISH PRECAST LINTEL OR POURED BEAM (SEE STRUCTURAL DWG's) 1X6 P.T. NAILER DRYWALL SEE WALL SECTIONS CASING BY INTERIOR OR OWNER IMPACT RATED SLIDING DOOR INSTALL PER PRODUCT APPROVAL STONE SURROUND & RETURN OTIONAL (SEE ELEVATIONS) 314" 2X6 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED 4"2"ALUMINUM BI-PARTING SLIDING GLASS DOOR (SEE DOOR SCHEDULE)*ADJUST FINISH FLOOR AS NECESSARY TO FINISH OUT FLUSH w/ SLIDING GLASS DOOR SILL RISER CONCRETE FLOOR SLAB EXTERIOR LANAI FLOOR FINISH CONCRETE FLOOR SLAB *ATTACHMENT PER MFG. SPEC's 4" MAX.SLIDING GLASS DOOR SILL RISER (SEE MFG. SPEC's) 8" DOOR JAMB EXTENSION FRENCH DOOR & ALUM. THRESHOLD, INSTALL PER PRODUCT APPROVAL 1X P.T. BUCK W/ 14" TAPCONS 112"EMBED @ 12" O.C., 2"MAX FROM CORNERS. FINISHED FLOOR, BY OWNER 3 4"RECESS CONCRETE SLAB TYP. 1" RECESS @ DOOR THRESHOLD STONE OR STUCCO EXTENSION JAMB IF APPLICABLE (SEE ELEV'S) VULKEM TRAFFIC COATING STONE OR BRICK PAVERS, RISERS & THRESHOLD (TYP.) 2X P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL VULKEM SEALANT ON BACK SIDE & FRONT OF BUCK STONE OR BRICK THRESHOLD STONE SURROUND & RETURN OPTIONAL (SEE ELEVATIONS) NOTE: 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS USE P.T. 1x4'S w/ 112" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU THE BUCK TO THE CONCRETE STRUCTURE PER ITS RESPECTIVE NOA REQUIREMENT. NOTE: 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS USE P.T. 1x4'S w/ 112" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU THE BUCK TO THE CONCRETE STRUCTURE PER ITS RESPECTIVE NOA REQUIREMENT. NOTE: 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS USE P.T. 1x4'S w/ 112" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU THE BUCK TO THE CONCRETE STRUCTURE PER ITS RESPECTIVE NOA REQUIREMENT. NOTE: 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS USE P.T. 1x4'S w/ 112" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU THE BUCK TO THE CONCRETE STRUCTURE PER ITS RESPECTIVE NOA REQUIREMENT. NOTE: 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS USE P.T. 1x4'S w/ 112" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU THE BUCK TO THE CONCRETE STRUCTURE PER ITS RESPECTIVE NOA REQUIREMENT. P.T. WOOD BUCK w/ LIQUID FLASHING ON EXTERIOR FACE & FACE AWAY FROM CMU WALL LIQUID FLASHING ON CONCRETE RETURN LIQUID FLASHING 6" AROUND OPENING ON EXTERIOR FACE OF CONCRETE LIQUID FLASHING INSTRUCTIONS 1) CLEAN OPENING FOR APPLICATION OF MATERIALS: -MASONRY OPENING TO BE BRUSHED -MASONRY OPENING TO BE SCRAPPED TO ACHIEVE SMOOTH FINISH -STEEL TO BE PRIMED w/ XYLENE OR ISOPROPYL ALCOHOL 2) CAULK CORNER JOINTS: -GE 5000 APPLIED TO ANY DIVOTS OR CRACKS IN CONCRETE -GE 5000 APPLIED TO EVERY CORNER OF THE MASONRY OPENING WHERE THE VERTICAL MEETS THE HORIZONTAL 3) APPLY APPROXIMATELY 1/16" OF GE ELEMAX 2600 TO WINDOW/DOOR OPENINGS AND 6" AROUND PERIMETER & ALLOW TO CURE 4) INSTALL BUCK MATERIAL IN BED OF GE 5000 SEALANT 5) CAULK EXTERIOR PERIMETER OF BUCK TO GE ELEMAX 2600 WITH GE 5000 SEALANT 6) APPLY APPROXIMATELY 1/16" OF GE ELEMAX 2600 OVER EXTERIOR FACE AND TOP OF BUCK 7) APPLY GE ELEMAX 2600 ON AREAS THAT WILL RECIEVE STUCCO AND BROADCAST AGGREGATE INTO WET COAT (ALTERNATE LIQUID FLASHING PRODUCTS MAY BE USED AS LONG AS THE PRODUCTS ARE DESIGNED & HAVE BEEN TESTED TO WORK WITH ONE ANOTHER) 6" *SEE LIQUID FLASHING DETAIL U *SEE LIQUID FLASHING DETAIL U *SEE LIQUID FLASHING DETAIL U*SEE LIQUID FLASHING DETAIL U *SEE LIQUID FLASHING DETAIL U*SEE LIQUID FLASHING DETAIL U *CAULK AS REQUIRED *SEE LIQUID FLASHING DETAIL U *SEE LIQUID FLASHING DETAIL U *SEE LIQUID FLASHING DETAIL U 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2020 AND ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & DOOR SPECIFICATIONS. 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE COORDINATED WITH THE ENERGY CALCULATIONS TO PROVIDE THE CORRECT SOLAR HEAT GAIN COEFFICIENT (SHGC). 4. 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. 5. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS. 6. 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. 7. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, MUNTIN BARS, AND OVERALL CONFIGURATION. ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 A503 SERVING 2 AHU #3660 1 3 SERVING 2 4 POLEWIRE AMPSCIR #POLEWIRE AMPSCIR # 120/240150A VOLTAGEAMPSPNL 42 CKTS 3 WIRE 1 PHASE 2 ACCU #3650 KW 10.0 KW - 5 7 2 OVENS650 5.4 1 COOKTOP HOOD1220 9 1 GARAGE DR OPENER1220 11 1 GEN'L LIGHTING1415 13 1 GEN'L LIGHTING1415 15 17 19 21 23 25 27 31 33 29 35 37 39 41 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 1 BATH GFI'S #11220 38 1.5 SPACE 40 42 ** GEN. L'TING (2,259 SF @ 3W/SF) PANEL A TOTAL KW =41.4 6.8 PANEL 'A' LOAD CALCULATIONS 26,300 W. 240 V. = 109.6 Amps 1st 10.0 KW @ 100% LARGEST OF: HEATING @ 65% COOLING @ 100% REMAINING KW @ 40% TOTAL KW 10.0 9.8 6.5 26.3 SERVING 2 ELEVATOR1030 1 3 SERVING 2 4 POLEWIRE AMPSCIR #POLEWIRE AMPSCIR # 120/240150B VOLTAGEAMPSPNL 42 CKTS 3 WIRE 1 PHASE 2 AHU #2660 KW 3.0 KW 10.0 5 7 6 8 9 11 13 15 1 WINE1220 17 1.5 1 SMALL APPLIANCE #21220 19 1.5 21 23 25 1.5 1.5 ** ** 27 29 31 33 35 37 39 41 10 12 14 16 1 WASHER1220 18 1.2 20 22 24 26 28 30 32 34 36 38 40 42 ** GEN. L'TING (2,228 SF @ 3W/SF) PANEL B TOTAL KW =41.6 6.8 PANEL 'B' LOAD CALCULATIONS 25,200 W. 240 V. = 105.0 Amps 1st 10.0 KW @ 100% LARGEST OF: HEATING @ 65% COOLING @ 100% REMAINING KW @ 40% TOTAL KW 10.0 6.5 8.7 25.2 SERVING SERVINGPOLEWIREAMPSCIR #POLEWIRE AMPSCIR # 120/24060P (POOL) VOLTAGEAMPSPNL 12 CKTS 3 WIRE 1 PHASE KW KW 2 POOL PUMP840 1 1.5 3 5 7 1 POOL LIGHTS12202 0.8 4 6 8 10 12 1 POOL CONTROLLER 9 SPACE 11 SPACE 12 20 0.5 1 POOL HEATER IGNITER1220 0.5 PANEL P TOTAL KW =3.3 PANEL 'P' LOAD CALCULATIONS 1st 10.0 KW @ 100% LARGEST OF: HEATING @ 65% (6.5 KW) COOLING @ 100% (KW) REMAINING KW @ 40% TOTAL KW 3.3 0.0 3.3 3,300 W. 240 V. = 13.8 Amps1GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 SMALL APPLIANCE #11220 1.5 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 **1 GEN'L LIGHTING1415 ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 1 GEN'L LIGHTING1415 ** ** 1 GEN'L LIGHTING1415 **1 GEN'L LIGHTING1415 ** SPACESPACE1GEN'L LIGHTING1415 **1 GEN'L LIGHTING1415 ** 1 GEN'L LIGHTING1415 **1 GEN'L LIGHTING1415 ** LOCATION TO FP&L TIE-IN ELECTRICAL RISER DIAGRAM METER (1) #2 CU TO 5/8" GROUNDING ROD & TO FOOTER STEAL (1) #2 CU. GND. WIRE TO H2O 150AMP 150AMP 150A PANEL B 40 CKTS M.L.O. A B ELECTRICAL METER & MAIN DISCONNECT UNDERGROUND A.I.C. 10,000 A.I.C. 10,000 POOL PANEL 60 AMP M.L.O. 150A PANEL A 40 CKTS M.L.O. SPACE 1 CEN VAC1220 1.2 1 RECIRCULATING PUMP1220 1.2 1 BATH GFI'S #21220 1.5 (2) #6, 1 #6 NEUTRAL, (1) #10 GND IN 1" C. (3) #2/0 CU & (1) #6 IN 2" C. 2 ACCU #2660 - 1 ICE1220 1.2 2 ACCU #1840 -2 AHU #1840 5.0 2 DW & DISP #11220 2.2 2 COOKTOP650 5.0 2 DRYER1030 4.5 2 WATER HEATER1030 4.5 1 KIT REF1220 1.5 1 KIT FRZ1220 1.5 1 REF DRAWER1220 1.5 ELEVATOR NOTES: 1. ELEVATOR SHALL MEET NEC 620 22-23; VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS PRIOR TO CONSTRUCTION. 2. IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT SWITCH SENSOR; LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PIT. 3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306.3.1. ELECTRICAL NOTES GENERAL: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL LOCATE THE METER & PANELS AS REQUIRED. 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 10) PROVIDE NON-FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOL/SPA EQIUPMENT. 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE ARC FAULT CIRCUIT PROTECTED PER FBCR E3902.12. 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER SHALL HAVE THWN INSULATION. FIXTURES: 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER. 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7) HIHATS TO BE 4" ROUND OUTLETS: 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT PER FBCR E3902.12. 4) PROVIDE PRE-WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE OPTIONAL PRE-WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PLANS. (IF APPLICABLE) 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" CONDUIT UNDER SLAB FROM WALL. SMOKE DETECTORS: 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. WPGF GF 4-WAY WALL SWITCH DIMMER WALL SWITCH PUSH BUTTON SWITCH WEATHER PROOF GFCI OUTLET G.F.C.I. PROTECTED OUTLET DUPLEX OUTLET - HALF SWITCHED DUPLEX FLOOR OUTLET 3-WAY WALL SWITCH WALL SWITCH D ELECTRIC METER ELECTRIC PANEL 220 VOLT RECEPTACLE DUPLEX OUTLET DISCONNECT CENTRAL VAC. HOSE OUTLET PULL CORD FIXTUREPC KEYPAD THERMOSTAT INTERCOM SPRINKLER TIMER MOTION DETECTOR kp ST i T ELECTRICAL LEGEND DOUBLE CAT 5e CABLE tv CV C5 RECESSED ADJUSTABLE FIXTURE VAPOR PROOF RECESSED FIXTUREVP UNDER CABINET FIXTURE FLOOD/SECURITY LIGHTS FLOURESCENT LIGHT FIXTURE CEILING MOUNTED J-BOX RECESSED LIGHT FIXTURE CJ CEILING FAN WALL MOUNTED J-BOX CEILING MOUNTED FIXTURE WALL MOUNTED FIXTUREWF WJ CF EXHAUST FAN SMOKE DETECTOR SINGLE OUTLET PHONE JACKPH VIDEO OUTLET ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 E101 WPGF GF 4-WAY WALL SWITCH DIMMER WALL SWITCH PUSH BUTTON SWITCH WEATHER PROOF GFCI OUTLET G.F.C.I. PROTECTED OUTLET DUPLEX OUTLET - HALF SWITCHED DUPLEX FLOOR OUTLET 3-WAY WALL SWITCH WALL SWITCH D ELECTRIC METER ELECTRIC PANEL 220 VOLT RECEPTACLE DUPLEX OUTLET DISCONNECT CENTRAL VAC. HOSE OUTLET PULL CORD FIXTUREPC KEYPAD THERMOSTAT INTERCOM SPRINKLER TIMER MOTION DETECTOR kp ST i T ELECTRICAL LEGEND DOUBLE CAT 5e CABLE tv CV C5 RECESSED ADJUSTABLE FIXTURE VAPOR PROOF RECESSED FIXTUREVP UNDER CABINET FIXTURE FLOOD/SECURITY LIGHTS FLOURESCENT LIGHT FIXTURE CEILING MOUNTED J-BOX RECESSED LIGHT FIXTURE CJ CEILING FAN WALL MOUNTED J-BOX CEILING MOUNTED FIXTURE WALL MOUNTED FIXTUREWF WJ CF EXHAUST FAN SMOKE DETECTOR SINGLE OUTLET PHONE JACKPH VIDEO OUTLET WH ACCU #1 STORAGE 9' Clg GARAGE 9'-4" Clg BONUS STORAGE 9' Clg LOBBY Volume Clg MECH 1 9' Clg UP ACCU #2 ELEC ELEV EQUIP RE-CIR PUMP POOL EQUIP cen vac ELEVATOR ACCU #3 AHU 1 UP STORAGE 9' Clg outdoor shower POOL STORAGE 9' Clg DRIP DRY COATS 9' Clg WF WF L2 CF DGFGFGF GF GF CF CF CFWPGFTO CHANDELIER WF WF L4 L4 L4 WF D CF CF L2 CF VP WF WF STAIR WALL SCONCES VERIFY LOCATION w/ OWNER WPGF WPGFD D CF NOTE: MOUNT EQUIPMENT ON THIS LEVEL TO STRUCTURAL COLUMNS, AND NON-FRANGIBLE WALLS (SEE SHEET A200 FOR FRANGIBLE WALL LEGEND) BECAUSE OF 24 DEGREE ANGLE TO SHORE ALL INTERIOR FRAME WALLS THIS LEVEL TO BE FRANGIBLE STRUCTURAL COLUMN\ LOCATION (TYP.) 2 MOUNT TO BEAM ABV 4 MOUNTING EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME BULB WATT & TYPE QUANTITY HEIGHT0 FLR 2 FLR TOTAL MOUNTING WALL 6'-6"L2 SAGA STEP LIGHT (HORIZ LOUVER) SG-R-1LED-HDL-AML (4) 1w AMBER LED PER FIXTURE WALL 20" ABV STEPSL3 L4 2 -4 3 -3 1 -4 2 - 3 1 FLR 6H36LVTAT-3011-TBZBB (BRONZE)5w AMBER LED MR16 CEILING IN CEILINGL1-6- L7 3 -3- SeaGull 8313901EN-10 WALL SCONCE 9w AMBER LED A19 INTELLIBRITE LED 26W -TURTLE EDITION POOL WALL BELOW WATER LINE PENTAIR INTELLIBRITE 5G NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM VERIFY FIXTURE FINISHES WITH OWNER/INTERIOR DESIGNER VITRINE WS-W32516-BZ WALL SCONCE WALL 5'-10"(1) 10.5w LED ob No. 20120966-16-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 1 1st Zoning Comments GS 4.5.2021 2 1st Building Comments GS 4.16.2021 3 2nd Building Comments GS 5.27.2021 4 Clarification per mtg GS 6.16.2021 E201 GARAGE LEVEL ELECTRIC PLAN SCALE: 3/16" = 1'-0" WIC 10' Clg BATH 4 10' Clg WIC 10' Clg BATH 3 10' Clg BEDROOM 2 10' Clg BALCONY 2 WIC 10' Clg BATH 2 10' Clg BDRM 4 10' Clg BEDROOM 3 10' Clg DN AHU 3 ELEVATOR AHU 2 CF TO LOWER FLOOR SWITCH CF VP WF GFtv @ +60" w/ BACKING FOR TV MOUNT D CF CF D CF CF WPGFCF GF VP WF tv @ +60" w/ BACKING FOR TV MOUNT tv @ +60" w/ BACKING FOR TV MOUNT WF VP GF WPGF GF 4-WAY WALL SWITCH DIMMER WALL SWITCH PUSH BUTTON SWITCH WEATHER PROOF GFCI OUTLET G.F.C.I. PROTECTED OUTLET DUPLEX OUTLET - HALF SWITCHED DUPLEX FLOOR OUTLET 3-WAY WALL SWITCH WALL SWITCH D ELECTRIC METER ELECTRIC PANEL 220 VOLT RECEPTACLE DUPLEX OUTLET DISCONNECT CENTRAL VAC. HOSE OUTLET PULL CORD FIXTUREPC KEYPAD THERMOSTAT INTERCOM SPRINKLER TIMER MOTION DETECTOR kp ST i T ELECTRICAL LEGEND DOUBLE CAT 5e CABLE tv CV C5 RECESSED ADJUSTABLE FIXTURE VAPOR PROOF RECESSED FIXTUREVP UNDER CABINET FIXTURE FLOOD/SECURITY LIGHTS FLOURESCENT LIGHT FIXTURE CEILING MOUNTED J-BOX RECESSED LIGHT FIXTURE CJ CEILING FAN WALL MOUNTED J-BOX CEILING MOUNTED FIXTURE WALL MOUNTED FIXTUREWF WJ CF EXHAUST FAN SMOKE DETECTOR SINGLE OUTLET PHONE JACKPH VIDEO OUTLET MOUNTING EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME BULB WATT & TYPE QUANTITY HEIGHT0 FLR 2 FLR TOTAL MOUNTING WALL 6'-6"L2 SAGA STEP LIGHT (HORIZ LOUVER) SG-R-1LED-HDL-AML (4) 1w AMBER LED PER FIXTURE WALL 20" ABV STEPSL3 L4 2 -4 3 -3 1 -4 2 - 3 1 FLR 6H36LVTAT-3011-TBZBB (BRONZE)5w AMBER LED MR16 CEILING IN CEILINGL1-6- L7 3 -3- SeaGull 8313901EN-10 WALL SCONCE 9w AMBER LED A19 INTELLIBRITE LED 26W -TURTLE EDITION POOL WALL BELOW WATER LINE PENTAIR INTELLIBRITE 5G NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM VERIFY FIXTURE FINISHES WITH OWNER/INTERIOR DESIGNER VITRINE WS-W32516-BZ WALL SCONCE WALL 5'-10"(1) 10.5w LED LT DRWA REFOVENS COOKTOP w/ HOOD ABV MASTER BEDROOM Coffer Clg 11'/11'-4" ELEVATOR PWDR 10' Clg HIS 10' Clg CLUB ROOM 11' Clg UTIL 10' Clg KITCHEN Coffer Clg 11'/11'-4" DINING 11' Clg PANTRY 10' Clg BALCONY 1 OUTDOOR LIVING 11'-4" Clg GREAT ROOM Coffer Clg 11'/11'-4" UP DN HERS 11' Clg ELEVATED DECK DN POOL SUN SHELF SPA MASTER BATH Coffer Clg 10'-10"/11'-4" SITTING 10'-6" Clg ICE WINEFRZCABANA 10' Clg REF DW POOL STORAGE 10' Clg WINE WALL WF WF L2 L2 tv @ +60" w/ BACKING FOR TV MOUNT TO UPPER FLOOR SWITCHES tv @ +60" (VERIFY HT.) w/ BACKING FOR TV MOUNT CFGFGFGF GFGFCFCF CF tv @ +60" (VERIFY HT.) w/ BACKING FOR TV MOUNT VERIFY LOCATION TO POOL LIGHTS WF L4 WF L3 CF WF WF CF CF WF WF STAIR WALL SCONCES VERIFY LOCATION w/ OWNER VP L1 L1L1 L1 L1 L1GF L7 L7GFWFGF WF L3WPGFWPGFWPGFCFGFGFCF CF CF GF TO UPPER FLOOR SWITCHES TO LOWER SCONCES CF GF GF CF L7 VPVP VP WF L3 ob No. 20120963-15-2021FINGERHUT RESIDENCELOT 36 DIAMOND SANDSPHOENIX HOMES© .Permit Set GS 3.15.2021 E202 2ND FLOOR ELECTRIC PLAN SCALE: 3/16" = 1'-0" 1ST FLOOR ELECTRIC PLAN SCALE: 3/16" = 1'-0"