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Home My WebLink AboutAPPROVED Architectural-R108-25-21PERMIT SETPERMIT SETS ISSUED DWD 08.25.21 Job No. 1306083TARPON FLATSCUSTOM RESIDENCE3937 SHORE SIDE DRIVEFORT PIERCE, FLORIDALOT 11 CLIENT REVISIONS DWD 10.20.21 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. CS DRAWING INDEX CUSTOM MODEL WALL LEGEND MASONRY WALL GROUT FILLED CELL IN MASONRY WALL POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL FRAME BEARING WALL WALL ABV OR BELOW POTSHELF HEIGHT AS NOTED POURED CONCRETE COL. IN MASONRY WALL NON-BEARING FRAME WALL NON-BEARING INSULATED WALL CONSTRUCTION NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FLORIDA 33444 TEL: 561.243.0799, FAX: 561.243.0299 CONTACT: DON DURANTE EMAIL: DON@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. & ° @ ℄ Ø # ROUGH OPENING REDWOOD RAIN WATER LEADER SOLID CORE SCHEDULE SHEET SIMILAR SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF CHIMNEY TOP OF FRAMING TOP OF LEDGER TOP OF PLATE TOP OF PLATE TYPICAL UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERTICAL GRAIN WITH WITHOUT WATER CLOSET WOOD WINDOW WATER HEATER WAINSCOT WEIGHT SYMBOLS AND ANGLE AT CENTER LINE DIAMETER OR ROUND POUND OR NUMBER H.C. HDWD. HDWE. HGT. HORIZ. I.D. INCAND. INSUL. INT. JT. LAM. LAV. LOC. MAX. MECH. MET. MFR. MIN. MISC. M.O. MTD. MUL. N.I.C. NO. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. PL. PLAS. PLYWD. PR. PRCST. P.T.D.F. PTN. Q.T. RAD. REINF. REQ. RM. HOLLOW CORE HARDWOOD HARDWARE HEIGHT HORIZONTAL INSIDE DIAMETER INCANDESCENT INSULATION INTERIOR JOINT LAMINATE LAVATORY LOCATION MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED MULLION NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE PLATE PLASTER PLYWOOD PAIR PRECAST PRESSURE TREATED PARTITION QUARRY TILE RADIUS REINFORCE REQUIRED ROOM STRUCTURAL ENGINEER: PROJECT CLASSIC STRUCTURAL ENGINEERING 5968 NW 77TH TERRACE PARKLAND, FLORIDA 33067 TEL: 954.667.7803, FAX: 561.665.5438 CONTACT : FARID ABUGATTAS, P.E. EMAIL: STOFFT@PROJECTCLASSIC.US SITE PLAN A201 FLOOR PLAN A301 A302 A303 FRONT & RIGHT ELEVATIONS REAR & LEFT ELEVATIONS BUILDING SECTION A-A & WINDOW/ DOOR SCHEDULES CS COVER SHEET ARCHITECTURAL STRUCTURAL S1 ROOF FRAMING PLAN & DETAILS A101 S2 FOUNDATION & COLUMN PLAN & DETAILS FOR PERMIT 08.25.21A401 STRUCTURAL DETAILSS3 STRUCTURAL NOTES & DETAILSS4 SP ROOF PLAN REFLECTED CEILING PLAN A501 WINDOW & DOOR DETAILSA601 TYPICAL WALL SECTIONS A701 TYPICAL DETAILS, PLUMBING RISER & NOTES E101 ELECTRICAL PLAN, RISER, & SCHEDULES STRUCTURAL DETAILSS5 CLIENT REVISIONS 10.20.21DRAWING NOT TO SCALE THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-14. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC -2017 EDITION. BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (TMS402-2016 / ACI 530 / ASCE 5 & TMS602, ACI530.1 / ASCE 6). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (AF & PA NDS-2018, ASD). RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2020 FBC RESIDENTIAL ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2020 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND SELF LATCHING. LATCH MECHANISM SHALL BE MOUNTED AT 54" A.F.F. (MIN). 3. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. 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, INSTALLING, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION ARCHITECT'S STATUS: A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CODES: A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2018). B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. PERMITS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS JOB CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) CLEAN UP / REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT OF THE WORK. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. EARTH WORK: A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL BUILDING CODE 2020. CONCRETE: A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF ACI. 318-14. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT. C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. E. SAND: ASTM C-33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL SOILS REPORT. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-14) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 12") * BEAMS AND COLUMNS 1 1/2 " * FORMED CONCRETE BELOW GRADE 2" * UNFORMED BELOW GRADE 3" * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 12" CLEAR AT TOP (EXTERIOR) * BEAMS 1 1/2" CLEAR TO STIRRUPS * COLUMNS 1 1/2" CLEAR TO TIES C. REINFORCING MESH: ON-GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. STRUCTURAL STEEL: A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 15TH EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. ROUGH CARPENTRY: A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED BEAMS SHALL BE INSTALLED WITH CROWN DOWN. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS UNLESS OTHERWISE NOTED. D. ALL SUB-SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"s. E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT. G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES. H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. K. DRAFT-STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN ATTICS FOR AREAS OVER 3,000 S/F L. FIRE-BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. PLUMBING FIXTURES: A. ALL SHOWER HEADS SHALL HAVE ANTI-SCALDING PROTECTION SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. THERMAL MOISTURE PROTECTION: A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2020 ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: MINIMUM OF R-30 CEILING INSULATION IN CLIMATE ZONE 1, R-38 CEILING INSULATION IN CLIMATE ZONE 2. MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND FLORIDA BUILDING CODE 2020. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. TIMBER A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: * FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST CONCRETE AND MASONRY. B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS. C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. DOORS AND WINDOWS: A. PER FBC 2020, SECTION 302.5.1 DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" IN THICKNESS, SOLID OR HONEYCOMB STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FIRE RATED DOORS AND MUST BE SELF-LATCHING AND SELF CLOSING. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. C. DOORS , BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT-POUND IMPACT TEST D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II GLAZING PRODUCTS. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE THE FLOOR OF THE TUB OR SHOWER. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PER 2020 FBC-RESIDENTIAL, SECTION R310. G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY CODE. H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAXIMUM 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 AT GRADE LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 29 INCHES. PER 2020 FBC-RESIDENTIAL, SECTION R320.1.1. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A. PER 2020 FBC-RESIDENTIAL, TABLE R301.2(1), 'SUBJECT TO DAMAGE' FROM WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS 'VERY HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. CONCRETE UNIT MASONRY: A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT REINFORCING. C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 VERTICAL TO ALIGN WITH BLOCK CORE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST & 2ND FLOOR TIE BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. -ALL EXTERIOR OPENINGS TO BE IMPACT RESISTANT PRODUCTS / CONSTRUCTION BUILDING CLASSIFICATION: FBC 2020 CHAPTER 3, GROUP R-3 OCCUPANCY TWO-STORY, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: FBC2020 CHAPTER 6, TABLE 601 III-B TABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 55'-0", NON-SPRINKLED TABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: 3-STORIES, NON-SPRINKLED TABLE 506.2: ALLOWABLE AREA FACTOR: UNLIMITED S.F., NON-SPRINKLED SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DESIGN PARAMETERS. -WIND LOADS AS PER FBC 2020 EDITION AND ANSI/ASCE 7-16 CODE EDITIONS: FLORIDA BUILDING CODE (FBC) 2020 NATIONAL ELECTRIC CODE (NEC) 2017 U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_CS.dwg, 10/19/2021 12:05:20 PM SLOT 2SHORE S IDE DR IVE 10'- 0 "45'-0"10'-0" x 90'-0" LANDSCAPEEASEMENT CONT. 6' HEDGE(4' @ TIME OF PLANTING)& (3) CANOPY TREES15'- 0 " DR A I N A G E & U T I L I T Y EA S E M E N T 7'-6" SIDE SETBACK 15'-0" ACCESS & UTILITY EASEMENT 25'-0"FRONT SETBACK7'- 6 " SI D E S E T B A C K LINE OF REARBUILDABLE EXTENTSFLOODZONE XFLOODZONE AE-4 HATCH INDICATESWETLAND/ SHORELINEBUFFER EASEMENTFLOODZONE XFLOODZONE AE-410'-0"DRAINAGEEASEMENTFORT PIERCE CUTJURISDICTIONALWETLAND LINEA.C. COMPRESSORON MIN. 6" HIGH CONCRETEEQUIPMENT PAD(MAINTAIN 6" MIN. ABOVEADJACENT GRADECONCRETE DRIVEWAY PAVERSON SETTING SAND ON6" CRUSHED CONCRETE(COMPACTED TO 98% AASHTOT-180) ON WELL COMPACTEDSUBGRADEEXISTINGMIAMI CURBEXISTINGWATERMETEREXISTINGTRUNCATED DOMESEXISTINGHEADER CURBCONCRETE WALKWAYPAVERS ONSETTING SAND10'-0"ACCESS &UTILITY EASEMENT14. 6 6 'C1237.76'40.90'79.79'48.05'71.16'83.07'31.25'25'-2"5'-0"12'-0"24'-0"POOL EQUIPMENTON MIN. 6" HIGH CONCRETEEQUIPMENT PAD(MAINTAIN 6" MIN. ABOVEADJACENT GRADE5'-0"2 0 ' - 0 " 40'- 6 " RO A D W A Y F R O N T A G E 7'-61 2" 7'-7" 7'-7"3'-012"15'- 0 "28'-712"22'-612"15'- 0 "35'-012"3'-012"1'-8 " 5'-0 " 1'-8 " 13'-21 2"47'-4"72'-312"POOL & POOLDECK UNDERSEPARATE PERMITBRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 4"5"4"1.5"4"2"BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 HB1 AIR H A N D L E R 4"4"4" BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 6"4"BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 4"BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 HBHBHB5"LOT 1MIN. F.F. ELEVATION7.80' N.G.V.D. (6.31' N.A.V.D.)(ENSURE ELEVATIONIS MIN. 18" ABOVECROWN OF ROAD)FOR LOT COVERAGEFOOTPRINT3345 SF3345 SFAREA CALCULATIONZONING DEVELOPMENT REGULATIONS(PER ST. LUCIE COUNTY LDC SECTION 7.04.00, TABLE 7-10)ZONINGRS-4REQUIREDPROPOSED25'-0" (MIN)7'-6" (MIN)15'-0" (MIN)35'-0' (MAX)FRONT SETBACKREAR SETBACKSIDE SETBACKSTRUCTURE HEIGHTCORNER LOT1. BUILDING HEIGHT IS THE VERTICAL DISTANCE BETWEEN MINIMUM FINISHED GRADE AND THEHIGHEST FINISHED MAIN ROOF STRUCTURE AND THE AVERAGE DISTANCE BETWEEN THE EAVESAND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER THAN A 4:12 RATIO.LOT COVERAGE(SEE CALCULATIONS, THIS SHEET)LOT SIZE8,000 S.F. - 10,000 S.F.VARIES (25'-2" MIN.)VARIES (72' 3-1/2" MIN.)+/-15'-10"30'-0" (MIN)ROADWAY FRONTAGE40'-6"7' 6-1/2" LEFT/ 15'-0" RIGHT+/-18,363 S.F.30% = 5,509 S.F. (MAX)18.21 % = 3,345 S.F.Curve TableCURVEC1LENGTH67.84'RADIUS45.00'DELTA86°22'57"CH. BEARINGS46°33'40"WCH. LENGTH61.60'08-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.SP1/8"=1'-0"SITE PLAN111111U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_SP.dwg, 10/15/2021 4:26:43 PM BRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4A3021 A3011A3012A30224"2" SLOPE5"4"1.5"4"2"BRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4 EWHHBMAKE-UP1AIR HANDLER 4"4"4" CLOSET CLOSETPANTRYKINGKING x15'-10"8'-6"MASTERBATH #1x14'-8"14'-8"MASTERBEDROOM #1x6'-4"6'-2"W.I.C.x13'-0"10'-10"BEDROOM #4x6'-10"10'-10"UTILITYx20'-6"20'-2"2-CARGARAGEx14'-0"16'-0"KITCHENx9'-6"11'-0"B'FASTx19'-8"18'-10"GREATROOMx6'-10"10'-0"W.I.C.x17'-8"12'-9"MASTERBATH #2x12'-8"13'-6"DEN /BEDROOM #3x18'-2"17'-11"MASTERBEDROOM #2x20'-5"28'-2"COV'DOUTDOORLIVINGx6'-0"9'-0"BATH #4BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 x10'-3"12'-7"COV'DENTRY6"4"C.U. #1BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 QUEENDRYERx5'-8"12'-8"FOYER4"x9'-4"5'-0"BATH #3BRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 MAKE-UPHBHBHB101107106105103102121120119118117116115114113112111110108107106105104103102101134137136135133131130129127128120121122126124123125109132CLOSET 9'-4" C.H.11'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.A303A-AA303A-A5"9'-4" C.H.21'-6" 1'-0" 6'-43 8"16'-31 2"85'-0"16'-0"27'-512"5'-912"13'-1012"5'-8"39'-912"15'-734"6'-2"25'-2"63'-17 8" 63'-2"92'-512"43'-0"8'-6"34'-6"15'-0"12'-812"7'-6"7'-6"1'-8"1'-8"1'-8"4'-4" 5'-812"1'-0"13'-9"1'-0"6'-0"8'-0"8'-0"31'-9"8'-1"5'-4"9'-0"4'-10"7'-0"19'-0"2'-6"1'-6"2'-0"2'-0"8"14'-8"4"6'-3"4"2'-2"2'-6"9'-6"4"6'-0"4"13'-0"4"6'-10"6"20'-6"14'-8"4"9'-6"4"3'-8"4"2'-0"4"1'-10"9'-5"1'-9"4"1'-8"5'-2"4"9'-4"13'-6"4"6'-0"4"6'-0"4"3'-8"8"4'-0"8'-2"5'-8"4'-0"4"6'-4"3'-0"4"6'-8"7'-0"9'-0"12'-0"8"18'-10"21'-8"9'-10"8"7'-0"1'-0"4"2'-0"4"11'-2"8"8"5'-2"1'-0"8"14'-0"8"12'-012"1'-0"27'-4"5'-4"6'-1112"3'-112"4"4"7'-512"4"4'-6"2'-412"4"10'-0"4"4'-8"4"9'-0"4"3'-212"8"1'-10"1'-10"8"14'-8"8"8"11'-2"8"2'-6"8"4'-0"4"6'-10"812"5'-0"5'-6" 2'-1"1'-10"2'-0"18'-10"3'-8"4"4'-0"2'-5"4"2'-0"8"2'-0"13'-0"5'-8"11'-8"4"2'-0" 3'-0" 4"1'-7"1'-7"8" 2'-61 2"4'-7"2'-21 2"4"3'-0"4"4"3'-0"6'-0"4"3'-8"7'-2" 1'-0"5'-0"2'-0"3'-0"4"3'-8"4"10'-10"8" 5'-4"1'-10"1'-10"11'-2" 8"20'-2"8"23'-2"8"2'-10"2'-10"8'-8"8'-8"1241041261231031171051301171171171171171311011021331331031231261261231031051321091071101241241241051201251291291281111211121131151141221261231081051191181201031062'-712"12'-7"12'-7"15'-4" 3'-4"1'-0"3'-4"1'-0"8'-4"1'-0" 1'-8" 2'-9"16'-0"2'-9" 10'-4"8'-8"4"6'-0"4"5'-0"10"8"2'-0"2'-0"1'-11"6'-1"4" 4"8"3'-6"3'-6"1'-9"4'-4"1161331342'-43 8"4'-0"8"5'-7"4"11 2 ° 112°112°AREA CALCULATIONA/C - 1ST FLOOR2442 SF2442 SFTOTAL A/C AREATOTAL AIR CONDITIONEDAREA CALCULATION2-CAR GARAGEA/C - 1ST FLOORCOVERED ENTRYCOVERED OUTDOOR LIVING490 SF2442 SF76 SF336 SF3344 SFTOTAL AREATOTAL NON-AIR CONDITIONED+ AIR CONDITIONEDGARAGE VENTILATION CALCULATIONSPER 2020 FBC-MECHANICALVENTILATION PER SECTION 403, TABLE 403.3:OCCUPANCY : GARAGE (490 S.F.)CFM/ CAR: 100 CFM# OF CARS: 2CFM REQUIRED: 2 x 100 = 200 CFMWIND @ 3 MPH = 264 FT/MIN200 CFM/ 264 FT/MIN = 0.76 S.F. VENTILATION REQ'D0.76 S.F. x 144 SQ. IN. = 109.44 SQ. IN. VENTILATION REQ'D(2), 8"x16" VENT BLOCK REQUIRED.GARAGE NOTES:1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTICAREA BY NOT LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE.2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ROOMSABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPE 'X' GYP. BOARDAPPLIED TO THE GARAGE SIDE.3. DUCT WORK WHICH PENETRATES THE WALLS BETWEEN THE GARAGEAND THE RESIDENCE SHALL BE CONSTRUCTED OF A MIN. OF NO. 26GAUGE SHEET METAL OR OTHER APPROVED MATERIAL. ALL OTHERPENETRATIONS TO BE PROTECTED AROUND THE OPENING BY ANAPPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME ANDPRODUCTS OF COMBUSTION.4. INTERIOR SIDE OF GARAGE EXTERIOR CMU WALLS TO BE SKIM COATSTUCCO. ALL OTHER WALLS TO BE PAINTED GYP. BOARD AS NOTEDABOVE.5. PROVIDE MIN. R-11 BATT INSULATION IN STUD WALL CAVITY FORWALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONED SPACE.6. GARAGE TO BE EITHER MECHANICALLY VENTILATED OR VENTILATEDw/ THE USE OF OPENINGS IN THE CMU w/ RODENT SCREENS. SEEVENTILATION CALCULATIONS THIS SHEET.1031041051061071081091101111121131141st FLOOR PLAN100 SERIES KEY NOTE LEGEND101102BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZECLOTHES WASHER.16" DEEP x 18" HIGH SHOWER SEAT.BUILDER SUPPLIED & INSTALLED FREE-STANDING 36"x60" FREE STANDING TUB.VERIFY LOCATION OF TUB CONTROLS.22" x 54" ATTIC ACCESS HATCH IN GARAGE ONLY. SEE DETAIL ON DETAILSHEET.36" HIGH PREP COUNTERTOP w/ CABINETS ABOVE & BELOW. SEE KITCHEN NOTEBELOW.BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZERCOMBO. SEE KITCHEN NOTE BELOW.BUILDER SUPPLIED & INSTALLED STAINLESS STEEL MICROWAVE ABOVE RANGE.SEE KITCHEN NOTE BELOW.BUILDER SUPPLIED & INSTALLED STAINLESS STEEL DISHWASHER. SEE KITCHENNOTE BELOW.BUILDER SUPPLIED & INSTALLED STAINLESS STEEL, UNDER MOUNT, SINGLE BOWLSINK w/ GARBAGE DISPOSAL. SEE KITCHEN NOTE BELOW.117118116115119BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZECLOTHES DRYER.CHROME FRAME & TEMPERED GLASS SHOWER ENCLOSURE & DOORSYSTEM.22" x 36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHEET.A.C. COMPRESSOR ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VERIFY SIZE OFPAD w/ A.C. COMPRESSOR SPECIFICATION. SEE STRUCTURAL DWG's FORCONCRETE PAD DETAILS.BUILDER SUPPLIED & INSTALLED STAINLESS STEEL SLIDE IN ELECTRIC RANGE w/VENTILATOR HOOD ABOVE. VENT PIPE THROUGH ROOF. SEE KITCHEN NOTE BELOW.BUILDER SUPPLIED & INSTALLED 50 GALLON ELECTRIC HOT WATER HEATER w/HEAT PUMP.BUILDER SUPPLIED & INSTALLED VENTILATED, VINYL COATED, CLOSETSHELVING.12012136" HIGH (FINISHED) COUNTERTOP w/ KNEESPACE. PROVIDE 2x6 WOOD STUDKNEEWALL SUPPORT BELOW. SEE KITCHEN NOTE BELOW.12212312436" HIGH (FINISHED) BATHROOM VANITY w/ CABINET BELOW.HOSE BIB.AIR HANDLING UNIT IN ATTIC HUNG FROM ROOF TRUSSES. SEE MECHANICALPLANS.BUILDER SUPPLIED & INSTALLED GAS BBQ & S.S. VENTILATOR HOOD ABOVE. GASTANK TO BE LOCATED IN CABINETRY.BUILDER SUPPLIED & INSTALLED BBQ SINK & EXTERIOR GRADE CABINETRY.POOL EQUIPMENT ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VERIFY SIZE OFPAD w/ POOL EQUIPMENT SUPPLIER. SEE STRUCTURAL DWG's FOR CONCRETE PADDETAILS.NOTES:1. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL ASCABINETRY w/ KITCHEN CABINET SUPPLIER.125126127128LATTICE PANEL ABOVE. SEE ELEVATIONS.129BUILDER SUPPLIED & INSTALLED VANITY MIRROR, FULL VANITY WIDTH, MIN. 42"HIGH ABOVE VANITY TOP.13042" HIGH KNEEWALL.131VINYL FAUX SHUTTERS. SHUTTERS TO BE 1/2 THE WINDOW WIDTH , UNLESSNOTED OTHERWISE. SEE ELEVATIONS & BUILDING SECTION.132+/- 1-1/4" STUCCO COLUMN BUMP OUT. SEE ELEVATIONS.133MIN. R-11 BATT. INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIRCONDITIONED & NON-AIR CONDITIONED SPACE.36" HIGH (FINISHED) UTILITY COUNTERTOP w/ CABINET BELOW.3" DIA. STEEL PIPE BOLLARD BOLTED TO CONCRETE SLAB. SEE DETAIL THIS SHEET.8"x16 VENTILATION BLOCK. SEE GARAGE VENTILATION CALCULATIONS, THIS SHEET.SAND SET PAVERS ON GRADE. MAX. 2% HORIZONTAL SLOPE.1344" THICK CONCRETE STOOP.A.C. CUBIC VOLUME:FLOOR & ATTIC SPACE = 23,823TOTAL = 23,8233" DIA. STEELPIPE BOLLAD,PAINTED (ASTM A36)3'-0"MIN. 4" CONCRETEFLOOR SLAB3/8" DIA. x 3" ITWS.S. WEDGE ANCHOR6" x 6" x 1/4" STEELBASE PLATE(ASTM A36)1/4" FILLET WELDAROUND BASE OFBOLLARD6"6"1"1"1"1"4"4"3/8" DIA. x 3" ITWS.S. WEDGE ANCHOR6" x 6" x 1/4" STEELBASE PLATE(ASTM A36)3" DIA. STEELPIPE BOLLAD,PAINTED (ASTM A36)1/4" FILLET WELDAROUND BASE OFBOLLARDSEE SHEET A303 FOR WINDOW & DOOR SCHEDULES08-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A1011/4"=1'-0"FLOOR PLAN111-1/2"=1'-0"STEEL BASE PLATE1-1/2"=1'-0"STEEL BOLLARD111U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A101.dwg, 10/19/2021 11:56:13 AM A3021A3011A3012A3022ROOF NOTES:1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES,TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...)2. REFER TO STRUCTURAL ENGINEERING 'S' SHEETS FOR COMPLETESTRUCTURAL & ROOF INFORMATION.3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS.4. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION.1AIR HANDLER9'-4"6:12SLOPE6:12 SLOPE 6:12 SLOPE 2'-0"TYP.O.H.2'-0" TYP. O.H.T.O.B.T.O.B.9'-4" A.F.F.9'-4" A.F.F.WOOD ROOFTRUSSES SPACED@ 24" O.C. MAX.(SEE STRUCTURAL DWG's)T.O.B.T.O.B.9'-4" A.F.F.9'-4" A.F.F.T.O.B.9'-4" A.F.F.11'-4" A.F.F.T.O.B.22"x54" ATTICACCESS HATCH,COORDINATE FINAL LOCATIONw/ TRUSS PLACEMENT9'-4"9'-4"9'-4"9'-4"9'-4"11'-4"9'-4"T.O.B.11'-4" A.F.F.9'-4" A.F.F.T.O.B.WOOD ROOFTRUSSES SPACED@ 24" O.C. MAX.(SEE STRUCTURAL DWG's)WOOD ROOFTRUSSES SPACED@ 24" O.C. MAX.(SEE STRUCTURAL DWG's)6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12 SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12 SLOPE 6:12 SLOPE 2'-0"TYP.O.H.2'-0"TYP.O.H.2'-0"TYP.O.H.2'-0"TYP.O.H.2'-0" TYP. O.H. 2'-0" TYP. O.H. 2'-0" TYP. O.H. 2'-0"TYP.O.H.2'-0"TYP.O.H.2'-0"TYP.O.H.T.O.B.T.O.B.9'-4" A.F.F.9'-4" A.F.F.6:12SLOPE 92'-5"46'-10" 21'-6"10'-4"8'-8"6'-4"25'-2"6'-2"15'-8"39'-10"5'-8"15'-0"14'-7"63'-2"16'-0"27'-9"5'-6"13'-11"43'-0"11'-4"11'-4"92'-5"85'-0"7'-5"9'-4" C.H.11'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.A303A-AA303A-A22"x36" ATTICACCESS HATCH,COORDINATE FINAL LOCATIONw/ TRUSS PLACEMENTBUILT-UPCRICKET2'-0"TYP.O.H.9'-4" C.H.BBQ VENTILATIONHOOD, EXHAUSTTHROUGH ROOF(SEE MECHANICAL DWG's)RANGE VENTILATIONHOOD, EXHAUSTTHROUGH ROOF(SEE MECHANICAL DWG's)1AIR HANDLING UNIT HUNG FROM ROOF TRUSS DETAILSUPPLY AIR DUCTSUPPORT SYSTEMROOF TRUSS STRUCT.RET. AIR DUCTPROVIDE CD DRAIN TRAP W/ MIN. 2" WATERSEALPROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERSPROVIDE 1/2"Ø THREADED ROD w/THRU TOP CHORD OF ROOF JOIST.WASHERS & DOUBLE NUTS @ E.E., RUNROD FROM CHANNEL BELOW UNIT UPSLOPE CD 1/8"/FT. MIN.NOTE:PROVIDE A FLOATSWITCH IN DRAINCIRCUIT.W/ AHU CONTROLPAN INTERLOCKEDA2011/4"=1'-0"ROOF PLAN108-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.11U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A201.dwg, 10/15/2021 4:07:38 PM A303A-AA303A-AA3012A3022TOP OF SLABELEVATION @ 0'-0"9'-4"2'-0"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION@+11'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONTOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION2'-0"GARAGE TOP OF SLABELEVATION @ -0'-6" B.F.F.6"@+11'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION6120010025'-0" 15'-10"MEAN ROOF HEIGHT 6126'-2"1'-10" 8'-0"2'-0"1'-4" 8'-0" 5'-6" 8'-0"2'-0"1'-4"6120010020020030030030040050060060070070080090100110120120150170186"A3011A3021TOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONTOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONGARAGE TOP OF SLABELEVATION @ -0'-6" B.F.F.6"@+11'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION2'-0"6121'-10"6'-2"1'-4" 2'-9"5'-3"1'-4" 3'-10"4'-2"1'-4"8'-0"5'-6"6126120010010010021'-4"005005005006007MIN. 3 OUTRIGGERSON SIDE008011012012012016018014020MATERIAL LEGENDMARKMATERIAL001SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY003004005006007DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONSFOR MOUNTING HEIGHTS TO CENTER OF FIXTURE)0080090100110120130145 V CRIMP METAL ROOF, NATURAL (GRAY) COLORMARKMATERIALSMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSEONLY (SEE DETAIL AS INDICATED)IMPACT RATED ALUMINUM WINDOW(SEE WINDOW SCHEDULE)IMPACT RATED ALUMINUM SLIDING GLASS DOOR(SEE DOOR SCHEDULE)DECORATIVE PAINTED ALUMINUM BAHAMA SHUTTER002RAISED STUCCO BANDING (SEE DETAIL AS INDICATED)A.C. COMPRESSOR ON CONCRETE EQUIPMENT PAD(SEE FLOOR PLAN)TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OFHOUSE ONLYIMPACT RATED FIBERGLASS RAISED PANEL FRONT ENTRYDOOR w/SIDELIGHT (SEE DOOR SCHEDULE)SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY(6" EXPOSURE)015016017RAISED STUCCO SILL (SEE DETAIL AS INDICATED)6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER(SEE TYPICAL WALL SECTIONS)6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET(SEE DETAIL AS INDICATED)018IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEADDOOR (SEE DOOR SCHEDULE)IMPACT RATED FIBERGLASS RAISED PANEL GARAGE MANDOOR (SEE DOOR SCHEDULE)DECORATIVE PAINTED ALUMINUM VERTICAL FAUX COLONIALWINDOW SHUTTER (1/2 WIDTH OF THE WINDOW UNLESSNOTED OTHERWISE)019GENERAL ELEVATION NOTES:1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWNON STRUCTURAL DWG's.2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES.3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TOSTART OF CONSTRUCTION.4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE.POOL EQUIPMENT ON CONCRETE EQUIPMENT PAD(SEE FLOOR PLAN)VENT BLOCK w/ SCREEN VENT(SEE FLOOR PLAN)02008-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A3011/4"=1'-0"FRONT ELEVATION11/4"=1'-0"RIGHT ELEVATION213U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A301.dwg, 10/15/2021 3:58:21 PM A3012A3022TOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONTOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONGARAGE TOP OF SLABELEVATION @ -0'-6" B.F.F.6" 6'-2"1'-10" 8'-0"1'-4" 6'-2"1'-10" 8'-0"1'-4" 8'-0"1'-4"612612612001001005005005005006007007007012007012012013014020A303A-AA303A-ATOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONTOP OF SLABELEVATION @ 0'-0"9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATIONGARAGE TOP OF SLABELEVATION @ -0'-6" B.F.F.6"@+11'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION2'-0"A3021A30116126'-2"1'-10" 8'-0"1'-4" 5'-3"2'-1" 7'-4"2'-0" 6'-0"2'-0"6126122'-0"1'-4"0010010010020020020021'-4"1'-4"1'-4"003004005005005006006007008MIN. 3 OUTRIGGERSON SIDE008009010012012019007012MATERIAL LEGENDMARKMATERIAL001SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY003004005006007DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONSFOR MOUNTING HEIGHTS TO CENTER OF FIXTURE)0080090100110120130145 V CRIMP METAL ROOF, NATURAL (GRAY) COLORMARKMATERIALSMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSEONLY (SEE DETAIL AS INDICATED)IMPACT RATED ALUMINUM WINDOW(SEE WINDOW SCHEDULE)IMPACT RATED ALUMINUM SLIDING GLASS DOOR(SEE DOOR SCHEDULE)DECORATIVE PAINTED ALUMINUM BAHAMA SHUTTER002RAISED STUCCO BANDING (SEE DETAIL AS INDICATED)A.C. COMPRESSOR ON CONCRETE EQUIPMENT PAD(SEE FLOOR PLAN)TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OFHOUSE ONLYIMPACT RATED FIBERGLASS RAISED PANEL FRONT ENTRYDOOR w/SIDELIGHT (SEE DOOR SCHEDULE)SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY(6" EXPOSURE)015016017RAISED STUCCO SILL (SEE DETAIL AS INDICATED)6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER(SEE TYPICAL WALL SECTIONS)6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET(SEE DETAIL AS INDICATED)018IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEADDOOR (SEE DOOR SCHEDULE)IMPACT RATED FIBERGLASS RAISED PANEL GARAGE MANDOOR (SEE DOOR SCHEDULE)DECORATIVE PAINTED ALUMINUM VERTICAL FAUX COLONIALWINDOW SHUTTER (1/2 WIDTH OF THE WINDOW UNLESSNOTED OTHERWISE)019GENERAL ELEVATION NOTES:1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWNON STRUCTURAL DWG's.2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES.3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TOSTART OF CONSTRUCTION.4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE.POOL EQUIPMENT ON CONCRETE EQUIPMENT PAD(SEE FLOOR PLAN)VENT BLOCK w/ SCREEN VENT(SEE FLOOR PLAN)02008-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A3021/4"=1'-0"REAR ELEVATION11/4"=1'-0"LEFT ELEVATION2111U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A301.dwg, 10/15/2021 3:57:57 PM OUTDOORROOMFOYER101A3011A3021612127COV'DENTRY1041101051211201'-3" 3'-0"2'-0"O.H.2'-0"O.H.8'-0"SEE TYPICAL WALLSECTIONS FOR ROOFCONSTRUCTION DETAILSSEE TYPICAL WALLSECTIONS FOR ROOFINSULATION DETAILSCONCRETE TIE BEAM& HURRICANE ANCHORS(SEE STRUCTURAL DWG's)MONOLITHIC FOOTING& 4" CONCRETE SLAB ONGRADE w/ VAPOR BARRIER(SEE STRUCTURALDWG's)MONOLITHIC FOOTING& 4" CONCRETE SLAB ONGRADE w/ VAPOR BARRIER(SEE STRUCTURALDWG's)SAND-SETPAVERSVINYL FAUX SHUTTER(SEE ELEVATIONS)STUCCO SILL(SEE ELEVATIONS)STUCCO WATER TABLE(SEE ELEVATIONS)STUCCO BAND(SEE ELEVATIONS)WOOD ROOF TRUSSES(SEE STRUCTURAL DWG's)DOOR TOMASTERBEDROOM #1(SEEFLOOR PLAN)5 V CRIMP METAL ROOF(SEE ELEVATIONS &TYPICAL WALL SECTIONS)LATTICE PANEL DETAIL(SEE ELEVATIONS)FOAM & STUCCOOUTRIGGER & BRACKET(SEE ELEVATIONS &TYPICAL WALL SECTIONS)STUCCO WATER TABLE(SEE ELEVATIONS)STUCCO BAND(SEE ELEVATIONS)6"x6" FOAM CORE & SMOOTHSTUCCO FINISH OUTRIGGER(SEE ELEVATIONS)HALLWAYTO GARAGE(SEEFLOOR PLAN)KITCHENB'FASTDOOR TOMASTERBEDROOM #1(SEEFLOOR PLAN)61261210'-1" 9'-4"TOP OF SLABELEVATION @ 0'-0"@+11'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION2'-0"@+11'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION9'-4"@+9'-4" ABV FIN. FLOORTOP OF BEAM ELEVATION2'-0"TOP OF SLABELEVATION @ 0'-0"GARAGE TOP OF SLABELEVATION @ -0'-6" B.F.F.6"WINDOW SCHEDULENumberWidthHeightSizeSill HeightHead HeightInteriorExteriorFrame MaterialTypeLocationManufacturerModelProductApproval#ApprovedPressureRequiredPressureColorNotes1011021031041051061071081091101111121131141151161171181191201213'-0"3'-0"3'-0"2'-2 12"6'-0"3'-0"5'-0"3'-0"3'-0"1'-10 12"3'-9"3'-0"5'-0"3'-0"6'-0"1'-10 12"3'-0"3'-0"1'-10 12"6'-0"2'-0"6'-2"6'-2"6'-2"5'-3"6'-2"6'-2"6'-2"6'-2"6'-2"6'-2"6'-2"6'-2"6'-2"6'-2"6'-2"5'-0"6'-2"6'-2"4'-6"6'-0"2'-0"1'-10"1'-10"1'-10"2'-9"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"3'-0"1'-10"1'-10"3'-6"2'-0"6'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"ALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMALUMINUMSINGLE HUNGSINGLE HUNGSINGLE HUNGSINGLE HUNGDBL-SINGLE HUNGSINGLE HUNGFIXEDSINGLE HUNGSINGLE HUNGSINGLE HUNGDBL-SINGLE HUNGSINGLE HUNGFIXEDSINGLE HUNGDBL-SINGLE HUNGSINGLE HUNGSINGLE HUNGSINGLE HUNGSINGLE HUNGDBL-SINGLE HUNGFIXEDDEN/BEDROOM #3DEN/BEDROOM #3DEN/BEDROOM #3MASTER BATH #2MASTER BATH #2MASTER BEDROOM #2MASTER BEDROOM #2MASTER BEDROOM #2MASTER BEDROOM #2BREAKFASTBREAKFASTMASTER BEDROOM #1MASTER BEDROOM #1MASTER BEDROOM #1MASTER BATH #1MASTER BATH #1BEDROOM #4BEDROOM #4UTILITY2-CAR GARAGEBATH #4LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.LAWSON INDUSTRIES, INC.SH7700SH7700SH7700SH7700SH7700SH7700PW4200/6200SH7700SH7700SH7700SH7700SH7700PW4200/6200SH7700SH7700SH7700SH7700SH7700SH7700SH7700PW4200/6200NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0814.09NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0814.09NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0813.07NOA# 20-0814.09+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+68 PSF, -68 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+68 PSF, -68 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+80 PSF, -80 PSF+68 PSF, -68 PSF+37.05 PSF, -48.58 PSF+37.05 PSF, -48.58 PSF+37.05 PSF, -48.58 PSF+38.23 PSF, -50.93 PSF+35.31 PSF, -45.11 PSF+33.79 PSF, -42.06 PSF+33.79 PSF, -42.06 PSF+33.79 PSF, -42.06 PSF+37.23 PSF, -48.93 PSF+37.99 PSF, -50.45 PSF+36.39 PSF, -47.27 PSF+33.79 PSF, -42.06 PSF+33.79 PSF, -42.06 PSF+33.79 PSF, -42.06 PSF+35.31 PSF, -38.59 PSF+38.61 PSF, -41.88 PSF+36.97 PSF, -40.24 PSF+36.97 PSF, -40.24 PSF+38.61 PSF, -41.88 PSF+35.71 PSF, -38.98 PSF+38.61 PSF, -51.70 PSFWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEWHITEEGRESS WINDOWEGRESS WINDOWEGRESS WINDOWOBSCURE GLASSOBSCURE GLASSEGRESS WINDOWEGRESS WINDOWEGRESS WINDOWEGRESS WINDOWEGRESS WINDOWEGRESS WINDOWEGRESS WINDOWOBSCURE GLASSOBSCURE GLASS--------OBSCURE GLASSEXTERIOR DOOR AND FRAME SCHEDULENumberDoor Size - PR WxHSIZEInteriorExteriorDOORInteriorExteriorFRAMELocationManufacturerModelProductApproval#ApprovedPressureRequiredPressureColorNotes1011021031051061073'-0" x 8'-0"2'-8" x 8'-0"16'-0" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"16'-0" x 8'-0"FIBERGLASS & GLASSALUMINUM & GLASSALUMINUM & GLASSALUMINUM & GLASSFIBERGLASS & GLASSSTEELFIBERGLASS & GLASSALUMINUM & GLASSALUMINUM & GLASSALUMINUM & GLASSFIBERGLASS & GLASSSTEELFIBERGLASSALUMINUMALUMINUMALUMINUMFIBERGLASSWOODFIBERGLASSALUMINUMALUMINUMALUMINUMFIBERGLASSWOODENTRY FOYERMASTER BEDROOM #2GREAT ROOMMASTER BEDROOM #12-CAR GARAGE MAN DOOR2-CAR GARAGETHERMA-TRU CORP.PGT INDUSTRIES, INC.PGT INDUSTRIES, INC.PGT INDUSTRIES, INC.THERMA-TRU CORP.DAB GARAGE DOORSSMOOTH STARLA PORTE770 HPLA PORTESMOOTH STAR824/811FL-20468.10NOA #20-0901.11NOA #20-0529.10NOA #20-0901.11FL-20468.4NOA #20-0929.12+50.0 PSF, -50.0 PSF+76.0 PSF, -76.0 PSF+90.0 PSF, -130.0 PSF+76.0 PSF, -76.0 PSF+60.0 PSF, -60.0 PSF+56.0 PSF, -64.0 PSF+36.25 PSF, -46.98 PSF+36.71 PSF, -47.90 PSF+32.21 PSF, -38.90 PSF+36.71 PSF, -47.90 PSF+36.71 PSF, -39.98 PSF+32.21 PSF, -38.90 PSFT.B.D.WHITEWHITEWHITET.B.D.WHITEFRENCH DOORFRENCH DOORRAISED PANEL, OVERHEADSTEEL GARAGE DOOREXTERIOR DOOR NOTES:1. USE 2.25" SILL RISER FOR SLIDING GLASS DOORS.2. INTERIOR FINISH FLOORING MATERIAL TO BE AS FLUSH AS POSSIBLE TO TOP OF SILL RISER.INTERIOR DOOR AND FRAME SCHEDULENumberDoor Size - PR WxHSIZETypeDOORMaterialTypeFRAMELocationRemarks120121122123124125126127128129130131132133134135136137PR 2'-0" x 8'-0"4 @ 1'-0" x 8'-0"4 @ 1'-0" x 8'-0"2'-6" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-6" x 8'-0"PR 2'-6" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"2'-8" x 8'-0"3'-0" x 8'-0"PRE-HUNG, RAISED PANELPRE-HUNG, LOUVEREDPRE-HUNG, LOUVEREDPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELPRE-HUNG, RAISED PANELWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODWOODPRE-HUNGWOODWOODPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGPRE-HUNGDEN/BEDROOM #3DEN/BEDROOM #3DEN/BEDROOM #3MASTER BATH #2MASTER BATH #2W.I.C.MASTER BEDROOM #2MASTER BEDROOM #1W.I.C.MASTER BEDROOM #1MASTER BATHROOM #1MASTER BATHROOM #1BEDROOM #4BATH #4BATH #3BEDROOM #4UTILITY2-CAR GARAGE----------------------------------SEE INTERIOR DOOR NOTE #1INTERIOR DOOR NOTES:1. GARAGE DOOR TO BE MIN. 1-3/8" THICK, BE SELF-LATCHING AND SELF-CLOSING, & HAVE SOLID RABBETED JAMBS PER 2020 FLORIDA BUILDING CODE,RESIDENTIAL, SECTION R302.5.1.2. PROVIDES 29" CLEAR OPENING, SEE NOTE 'H' ON COVER SHEET.08-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A3031/4"=1'-0"BUILDING SECTION A-A11U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A303.dwg, 10/15/2021 4:00:09 PM A3011A3012A30221AIR HANDLER x15'-10"8'-6"MASTERBATH #1x14'-8"14'-8"MASTERBEDROOM #1x6'-4"6'-2"W.I.C.x13'-0"10'-10"BEDROOM #4x6'-10"10'-10"UTILITYx20'-6"20'-2"2-CARGARAGEx14'-0"16'-0"KITCHENx9'-6"11'-0"B'FASTx19'-8"18'-10"GREATROOMx6'-10"10'-0"W.I.C.x17'-8"12'-9"MASTERBATH #2x12'-8"13'-6"DEN /BEDROOM #3x18'-2"17'-11"MASTERBEDROOM #2x20'-5"28'-2"COV'DOUTDOORLIVINGx6'-0"9'-0"BATH #4x10'-3"12'-7"COV'DENTRYx5'-8"12'-8"FOYERx9'-4"5'-0"BATH #322"x36" ATTICACCESS HATCH,COORDINATE FINAL LOCATIONw/ TRUSS PLACEMENTFLAT HEADERBOTTOM @ 8'-0" A.F.F.(SEE ELEVATIONS)6"x6" FOAM & SMOOTHSTUCCO OUTRIGGER(SEE ELEVATIONS)VERTICAL LOUVEREDFIXED PANEL(TYP. OF 4SEE ELEVATIONS)LINE OFROOF OVERHANGTEXTUREDSTUCCO CEILINGTEXTUREDSTUCCO CEILING3'-0"MAX.STUCCO SOFFIT(SEE TYPICALWALL SECTIONS)STUCCO SOFFIT(SEE TYPICALWALL SECTIONS)9'-4" C.H.11'-4" C.H.FLAT HEADERBOTTOM @ 10'-0" A.F.F.(TYP.OF 5SEE ELEVATIONS)LINE OFROOF OVERHANGSTUCCO SOFFIT(SEE TYPICALWALL SECTIONS)PROVIDE A MIN.OF (3), OUTRIGGERS@ FRONT SIDE OFHOUSE9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.9'-4" C.H.LINE OFROOF OVERHANGLINE OFROOF OVERHANGFLAT HEADERBOTTOM @ 10'-0" A.F.F.(TYP.OF 5SEE ELEVATIONS)22"x54" ATTICACCESS HATCH,COORDINATE FINAL LOCATIONw/ TRUSS PLACEMENTSTUCCO SOFFIT(SEE TYPICALWALL SECTIONS)PROVIDE A MIN.OF (3), OUTRIGGERS@ FRONT SIDE OFHOUSE6"x6" FOAM & SMOOTHSTUCCO OUTRIGGER(SEE ELEVATIONS)3'-0" MAX.A303A-AA303A-AWFWFWF VPPPEXFEXFWFWFJJJJSD/CMSD/CMSD/CMSD/CMVPWFEXFJJJJVPWFEXFVPWFSD/CMSD/CMSD/CMSD/CMJJWF WFVPWF WFSD/CM9'-4" C.H.BBQ VENTILATIONHOOD, EXHAUSTTHROUGH ROOF(SEE MECHANICAL DWG's)RANGE VENTILATIONHOOD, EXHAUSTTHROUGH ROOF(SEE MECHANICAL DWG's)STANDARD LIGHTING LEGENDCEILING MOUNTEDFIXTUREWALL MOUNTEDFIXTURECEILING MOUNTEDJUNCTION BOXJ BOX w/OPT.FAN/LIGHTVAPOR PROOFREC'D FIXTURERECESSED LIGHTFIXTUREFLOURESCENTLIGHT FIXTUREEXHAUST FANFLOOD/SECURITYLIGHTSUNDER/ OVERCABINET FIXTUREWALL MOUNTEDJ-BOXWFWJREC'D ADJUST.FIXTUREPULL CORD FIXTURECJCFPCor LANDSCAPE UPLIGHTEXFPENDANTFIXTUREPFAN J-BOXSMOKE DETECTOR/CARBON MONOXIDEDETECTORSD/CMVPJJUNCTION BOX08-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A4011/4"=1'-0"REFLECTED CEILING PLAN11U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A401.dwg, 10/15/2021 4:05:51 PM @ EL. +0'-0" A.F.F. FINISH FLOOR 9'-4" A.F.F. TOP OF BOND BEAM 9'-4"12 6 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1/2" GYP. BD. CEILING w/ PAINTED TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS 12" MIN.SEE STRUCTURAL DWG's 5/8" LIGHT TEXTURED PAINTED STUCCO FINISH (RIGHT, LEFT & REAR ONLY) ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) MONOLITHIC FOOTING (SEE FOUNDATION PLAN) 2'-0" TYP. OVERHANG 8"1/2" GYP. WALL BD. w/ PAINTED TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) GRADE SLOPED AWAY FROM STRUCTURE 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) A501 3 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN-TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) HI-RIB METAL LATHE & PAINTED STUCCO NON-VENTED SOFFIT MIN. 1/4" DRIP PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB-FASCIA 6" WIDE x 6" DEEP PAINTED FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) NOTE: IF SPRAY FOAM INSULATION IS NOT USED AT COVERED OUTDOOR LIVING, COVERED FRONT ENTRY, OR GARAGE AREAS, SOFFIT VENTS WILL NEED TO PROVIDED. REFER TO ARCHITECT FOR SIZING OF VENTS @ EL. +0'-0" A.F.F. FINISH FLOOR 9'-4" A.F.F. TOP OF BOND BEAM 9'-4"12 6 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) P.T. 1x2 WOOD FURRING @ 24" O/C 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) P.T. 1x3 WOOD CONTINUOUS FIRESTOP SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS 12" MIN.SEE STRUCTURAL DWG's MONOLITHIC FOOTING (SEE FOUNDATION PLAN) 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN-TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) HI-RIB METAL LATHE & PAINTED STUCCO NON-VENTED SOFFIT 6" WIDE x 6" DEEP PAINTED FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) MIN. 1/4" DRIP 2'-0" TYP. OVERHANG 8"GRADE SLOPED AWAY FROM STRUCTURE 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) 5/8" SMOOTH PAINTED STUCCO OR SMOOTH PAINTED STUCCO SIMULATED SIDING FINISH w/ 7" EXPOSURE, (FRONT ONLY), ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) A501 3 SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 1/2" GYP. BD. CEILING w/ PAINTED TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 1/2" GYP. WALL BD. w/ PAINTED TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB-FASCIA NOTE: IF SPRAY FOAM INSULATION IS NOT USED AT COVERED OUTDOOR LIVING, COVERED FRONT ENTRY, OR GARAGE AREAS, SOFFIT VENTS WILL NEED TO PROVIDED. REFER TO ARCHITECT FOR SIZING OF VENTS 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN-TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) HI-RIB METAL LATHE & STUCCO NON-VENTED SOFFIT 6" WIDE x 6" DEEP PAINTED FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) MIN. 1/4" DRIP 2'-0" TYP. OVERHANG SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS VARIES, SEE ELEVATIONS TOP OF BEAM (T.O.B.)14" M IN . 12 6 SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) P.T. 1x3 WOOD CONTINUOUS FIRESTOP P.T. 1x2 WOOD FURRING @ 24" O/C SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB-FASCIA 5/8" SMOOTH PAINTED STUCCO OR SMOOTH PAINTED STUCCO SIMULATED SIDING FINISH w/ 7" EXPOSURE, (FRONT ONLY), ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) NOTE: IF SPRAY FOAM INSULATION IS NOT USED AT COVERED OUTDOOR LIVING, COVERED FRONT ENTRY, OR GARAGE AREAS, SOFFIT VENTS WILL NEED TO PROVIDED. REFER TO ARCHITECT FOR SIZING OF VENTS 1'-93 8"6"R6"53 8"1'-4" 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 450.08-25-21PERMIT SETPERMIT SETS ISSUED DWD 08.25.21 Job No. 1306083TARPON FLATSCUSTOM RESIDENCE3937 SHORE SIDE DRIVEFORT PIERCE, FLORIDALOT 1ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. A501 3/4"=1'-0" 1-STORY WALL SECTION13/4"=1'-0" 1-STORY WALL SECTION1 THIS WALL SECTION PERTAINS TO RIGHT, LEFT, & REAR ELEVATIONS THIS WALL SECTION PERTAINS TO FRONT ELEVATION ONLY 1-1/2"=1'-0" TYPICAL EAVE DETAIL3 3"=1'-0" TYPICAL OUTRIGGER DETAIL U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A501.dwg, 8/20/2021 1:30:24 PM URPSLIDING GLASS DOOR JAMB DETAILWOOD DOOR(SEE DOOR SCHEDULE)PRE-HUNG WOODDOOR FRAMEWOOD STUD PARTITION w/GYPSUM WALLBOARD(SEE DETAIL SHEET)PROVIDE SHIMS AS REQUIREDWOOD CASING, PAINT GRADE(VERIFY w/ G.C.)PRE-HUNG WOOD DOOR FRAMEPROVIDE SHIMS AS REQUIREDWOOD DOOR(SEE DOOR SCHEDULE)PRE-HUNG WOOD DOOR FRAMEDOOR STOP BEYONDCONCRETE FLOOR SLAB(SEE FOUNDATION PLAN)FINISH FLOOR VARIES BYROOM(VERIFY SPEC's w/ G.C.)DOOR STOPDOOR STOPWOOD DOOR(SEE FLOOR PLAN)TYP. INTERIOR DOOR THRESHOLD DETAILTYP. INTERIOR DOOR HEAD DETAILTYP. INTERIOR DOOR JAMB DETAILBLOCKING AS REQ'DBLOCKING AS REQUIREDT6P212" MINIMUM STEEL INSULATED IMPACT RATEDOVERHEAD DOOR,INSTALL PER PRODUCT APPROVAL2" RECESS IN CONCRETECORNER BEADINDICATES SKIM COAT PLASTER w/ SMOOTH FINISHCMU WALL OVER PRECASTLINTEL OR POURED CONC.BEAM, SEE STRUCT.CORNER BEADDRIP KERF INSTUCCO RETURNWD. MOULD OVER1X6 SMOOTHCEDAR BD. OVER1X PT. FURRINGSTEEL INSULATED IMPACTRATED OVERHEAD DOOR,INSTALL PER PRODUCTAPPROVAL2X6 P.T. BUCK W/ 14"TAPCONS W/ WASHERS 114"EMBED @ 8" 0.C. MAX, 2"FROM CORNERSTANDARD 2" TRACK,TORSION SPRINGOPERATED O.H.GARAGE DOOR.TYPICAL WINDOW SILL DETAILTYPICAL WINDOW HEAD DETAILTYPICAL WINDOW JAMB DETAILWOOD CASING, PAINT GRADE(VERIFY w/ G.C.)*CAULK AS REQUIREDNOTES:1.VERIFY w/ G.C. 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/ G.C. IF SOUND INSULATION WILL BE REQUIRED.2. VERIFY HINGE SIDE w/ FLOOR PLAN.SLOPESLOPEMOULD & 1X6 SMOOTHCEDAR BD.STUCCO SURROUNDBEYOND(SEE ELEVATIONS)STUCCO RETRUNINDICATES CONCRETE SLAB(SEE STRUCTURAL DWG's)DRIVEWAY PAVERS(VERIFY w/ G.C.)SGARAGE DOOR SILL DETAILTGARAGE DOOR HEAD DETAILGARAGE DOOR JAMB DETAILMHDQLGCKFBNJEATYPICAL FRENCH DOOR SADDLE DETAILV112"=1'-0"12" MINIMUM PRECAST LINTEL ORPOURED BEAM(SEE STRUCTURAL DWG's)1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY G.C.IMPACT RATED FRENCHDOOR INSTALL PERPRODUCT APPROVALSTUCCO SURROUND &RETURN(SEE ELEVATIONS)TYPICAL FRENCH DOOR HEAD DETAILTYPICAL FRENCH DOOR JAMB DETAIL12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY G.C.APPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONFILLED CELL OR POUREDCOLUMN(SEE STRUCTURAL DWG's)STUCCO SURROUND &RETURN(SEE ELEVATIONS)STONE OR BRICKTHRESHOLDIMPACT RATED FRENCHDOOR INSTALL PERPRODUCT APPROVALSTUCCO FINISH(SEE ELEVATIONS)*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"12" MINIMUM PRECAST LINTEL ORPOURED BEAM(SEE STRUCTURAL DWG's)1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY G.C.1X4 P.T. BUCK W/ 14" TAPCONS114" EMBED @ 8" 0.C. MAX, 2"FROM CORNERIMPACT RATED WINDOW,INSTALL PER PRODUCTAPPROVAL12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY G.C.EXTERIOR STUCCO SILLIMPACT RATED WINDOW,INSTALL PER PRODUCTAPPROVALINTERIOR SILL BY G.C.*CAULK AS REQUIRED112"=1'-0"12" MINIMUM POURED CONCRETE SILL(SEE STRUCTURAL DWG's)1X6 P.T. NAILERDRYWALL SEE WALLSECTIONSIMPACT RATED WINDOW,INSTALL PER PRODUCTAPPROVALSILL & APRON BY G.C.STUCCOEXTENSION JAMBEXTERIOR WINDOW & DOOR GENERAL NOTESWD. MOULD OVER 1X6 SMOOTH CEDARBD. OVER 1X PT. FURRING2X6 P.T. BUCK W/ 14" TAPCONS W/ WASHERS 114"EMBED @ 8" 0.C. MAX, 2" FROM CORNERT6P2INDICATES SKIM COATPLASTER w/ SMOOTHFINISH*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"112"=1'-0"14"=1'-0"SLIDING GLASS DOOR SILL DETAIL*CAULK AS REQUIRED112"=1'-0"212"JAMB EXTENSION AS NEEDED1X4 P.T. BUCK W/ 1/4" DIA. x1-3/4" EMBED. @ 12" O.C., 6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCEJAMB EXTENSION AS NEEDED1X4 P.T. BUCK W/ 1/4" DIA. x1-3/4" EMBED. @ 12" O.C., 6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCE312"312"1X4 P.T. BUCK W/ 1/4" DIA. x1-3/4" EMBED. @ 12" O.C., 6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCEJAMB EXTENSION AS NEEDED212"1X4 P.T. BUCK W/ 1/4" DIA.x 1-3/4" EMBED. @ 12" O.C.,6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCESEE PLANS STUCCOEXTENSION JAMBDOOR JAMB EXTENSIONAS NEEDEDSTONE OR BRICK PAVERS,RISERS & THRESHOLD (TYP.)34"RECESS CONCRETESLAB TYP.IMPACT RATEDALUM. FRENCH DOOR& ALUM. THRESHOLD,INSTALL PERPRODUCT APPROVALTREMCO 250 FLUID APLLIEDWATERPROOFING MEMBRANEAROUND PERIMETER OF ALL DOORBUCKS. MEMBRANE TO EXTEND12" MIN. FROM HEADER, JAMBSAND SILL ON BOTH SIDES,TYPICAL.312"412"1X P.T. BUCK W/ 14"TAPCONS 112"EMBED@ 12" O.C., 2"MAXFROM CORNERS.1" RECESS @ DOORTHRESHOLDFINISHED FLOOR, BYOWNERDOOR OUTSWING JAMB DETAIL12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY G.C.STUCCO RETURNSTONE OR BRICKTHRESHOLD1X4 P.T. BUCK W/ 1/4" DIA. x1-3/4" EMBED. @ 12" O.C., 6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCEIMPACT RATED EXTERIORDOOR (NOT FRENCH) PERLATEST NOA PRODUCTAPPROVAL214"ATTACH DOOR FRAMEPER LATEST NOA PRODUCTAPPROVALSJAMB EXTENSION AS NEEDED12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSSTONE OR BRICKTHRESHOLDIMPACT RATED SLIDINGDOOR INSTALL PERPRODUCT APPROVALJAMB EXTENSION AS NEEDED1X4 P.T. BUCK W/ 1/4" DIA. x1-3/4" EMBED. @ 12" O.C., 6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCE27 8"12" MINIMUM PRECAST LINTEL ORPOURED BEAM(SEE STRUCTURALDWG's)1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSIMPACT RATED SLIDINGDOOR INSTALL PERPRODUCT APPROVAL314"1X4 P.T. BUCK W/ 1/4"DIA. x 1-3/4" EMBED. @12" O.C., 6" E.E.PROVIDE 2-1/4"MASONRY EDGEDISTANCEJAMB EXTENSION ASNEEDED4"2"ALUMINUMSLIDING GLASS DOOR(SEE DOOR SCHEDULE)*ADJUST FINISH FLOOR ASNECESSARY TO FINISH OUT FLUSHw/ SLIDING GLASS DOOR SILLRISERCONCRETE FLOOR SLAB(SEE STRUCTURAL DWG's)EXTERIOR FLOORFINISH(SEE FLOOR PLAN)CONCRETE FLOORSLAB*ATTACHMENT PERMFG. SPEC's4" MAX.SLIDING GLASSDOOR SILL RISER(SEE MFG. SPEC's)8"STUCCO FINISH(SEE ELEVATIONS)WOOD CASING, PAINT GRADE(VERIFY w/ G.C.)WOOD STUD PARTITION w/GYPSUM WALLBOARD(SEE DETAIL SHEET)TREMCO 250 FLUID APLLIEDWATERPROOFING AROUNDPERIMETER OF ALL DOORBUCKS. MEMBRANE TOEXTEND 12" MIN. FROMHEADER, JAMBS AND SILL ONBOTH SIDES,TYPICAL.FILLED CELL OR POUREDCOLUMN(SEE STRUCTURAL DWG's)STUCCO FINISH(SEE ELEVATIONS)CASING BY G.C.STUCCO SURROUND &RETURN(SEE ELEVATIONS)STUCCO SURROUND &RETURN(SEE ELEVATIONS)STUCCO FINISH(SEE ELEVATIONS)STUCCO FINISH(SEE ELEVATIONS)STUCCO FINISH(SEE ELEVATIONS)STUCCO SURROUND(SEE ELEVATIONS)STUCCO SURROUND(SEE ELEVATIONS)CASING BY G.C.STUCCO SURROUND &RETURN(SEE ELEVATIONS)FILLED CELL OR POUREDCOLUMN(SEE STRUCTURAL DWG's)FILLED CELL OR POUREDCOLUMN(SEE STRUCTURAL DWG's)FILLED CELL OR POUREDCOLUMN(SEE STRUCTURAL DWG's)STUCCO FINISH(SEE ELEVATIONS)STUCCO FINISH(SEE ELEVATIONS)STUCCO FINISH(SEE ELEVATIONS)STUCCO SURROUND &RETURN(SEE ELEVATIONS)STUCCO SURROUND(SEE ELEVATIONS)STUCCO RETURN(SEE ELEVATIONS)STEEL INSULATED IMPACTRATED OVERHEAD DOOR,INSTALL PER PRODUCTAPPROVALSTUCCO FINISH(SEE ELEVATIONS)STUCCO SILL(SEE ELEVATIONS)1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND170 MPH WIND LOADS AS REQUIRED BY THE 2020 FBC-BUILDING AND ALL APPLICABLECODES.2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW &DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION.3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEATGAIN.4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAINCOEFFICIENT (SHGC) AND 'U' FACTOR VALUES AS INDICATED IN THE ENERGYCALCULATIONS.5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTEDWINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THEARCHITECT.6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS.7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOININGMATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOWOR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION.8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS,MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION.9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVEWINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FORMAXIMUM PRIVACY.APPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONAPPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONAPPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONAPPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONAPPLY TREMCO 250 FLUID APPLIEDWATERPROOFING TO INSIDE PERIMETER OFMASONRY OPENING & AROUND PERIMETEROF ALL WINDOW/DOOR BUCKS AFTER BUCKINSTALLATIONAPPLY TREMCO 250 FLUID APPLIEDWATERPROOFING TO INSIDE PERIMETEROF MASONRY OPENING & AROUNDPERIMETER OF ALL WINDOW/DOOR BUCKSAFTER BUCK INSTALLATIONAPPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONAPPLY TREMCO 250 FLUIDAPPLIED WATERPROOFING TOINSIDE PERIMETER OFMASONRY OPENING & AROUNDPERIMETER OF ALLWINDOW/DOOR BUCKS AFTERBUCK INSTALLATIONWINDOW WATERPROFINGHEAD CASING/TRIMWINDOW UNITSILL (SLOPED TOP)OVERHANGSAPRON +/- 1"JAMB CASING/ TRIMFOLDED ORSOLDEREDSILL FLASHINGMOISTURE BARRIEROVERLAPPED TO DIRECTMOISTURE AWAY FROMSTRUCTURE/ FRAMING.6" MIN. OVERLAP6" MIN.6" MIN.6" MIN.NOTES:1. CAULKING, SEALANT, ADHESIVE,OR GASKET SEALS WINDOWFRAMING AND WALL JOINTS TOFORM AIR BARRIER.2. THESE PRINCIPLES ARE ALSOAPPLICABLE TO DOORWEATHERPROOFING.08-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A601U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A601.dwg, 8/20/2021 11:46:06 AM 1 1/2"=1'-0"5TYPICAL ATTIC ACCESS DETAILWOOD STUD FRAMING @ 24" O.C. MAX.P.T. 2x4 SILL PLATE1/2" DRYWALL EA. SIDE **SEE NOTE**PROVIDE KNOCKDOWN FINISHINTERIOR PAINTED DRYWALL SURFACES-1/2" GYP BD. OR CEMENT BOARD (SEE PLAN)-2x4 WOOD STUD @ 24" O.C. MAX.-1/2" GYP BD. OR CEMENT BOARD (SEE PLAN)NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT INDIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKERBD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH ASSHOWERS & TUB SURROUNDS**1/2"3-1/2"1/2"24" MAX.1 1/2"=1'-0"4TYPICAL INTERIOR PARTITION WALLP.T. 1x3 FURRING NAILERROOF TRUSSES OR CEILING FRAMING(SEE PLAN)GYP. BD. CEILING2x4 SOLID RABBETED JAMB NAILED TO BOTTOMCHORD OF TRUSS w/ 10d NAILS @ 8" O.C.1/2" MIN. TYPE 'X' GYP. BD. SCREWED TOPLYWOOD PANEL1/2" MIN. 'CDX' PLYWOOD PANELWOOD CASING1 1/2"=1'-0"6CEILING JOIST ATTACHEMENT DETAIL1 1/2"=1'-0"7CEILING DETAILMETAL JOISTMETAL JOIST TRACKCMU OR CAST INPLACE WALLCONCRETEFASTENERES ASREQUIREDCLIP ANGLE, NO LESS THAN METALJOIST DEPTH MINUS 1/2" (ATTACH CLIP& TRACK TO CONCRETE w/ EXP. ,ANCHOR BOLTS, OR TAPCONS)NOTE:PROVIDE SOLID BLOCKING & BRIDGING AS REQUIREDREFER TO REFLECTED CEILING PLAN5/8" GYP. BD. FASTENED 6"O.C.@ PERIMETER & 8" O.C.BALANCE20 ga. METAL FRAMING @ 16"O.C. MAX. OR AMRSTRONGDRYWALL GRID SYSTEM(SUSPENDED FROMSTRUCTURE 4' O.C. MAX.)-10PLUMBING NOTES12DRAINAGE FIXTURE UNIT CALCULATIONSWOOD STUD FRAMING(SEE WALL TYPE & FLOOR PLANS)CMU WALL OR CAST IN PLACECONCRETE(SEE STRUCTURAL DWG's)FOIL WALL INSULATION(SEE TYPICAL WALL SECTIONS)EXTERIOR STUCCOFINISH(SEE ELEVATIONS)1/2 " 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 WALLCMU WALL OR CAST INPLACE CONCRETE(SEE STRUCTURALDWG's)INTERIORSPACENOTE:**USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT INDIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKERBD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH ASSHOWERS & TUB SURROUNDS**INTERIORSPACEEXTERIORSIDEINTERIORSIDENOTE:**USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT INDIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENTBACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCHAS SHOWERS & TUB SURROUNDS**1 1/2"=1'-0"3TYPICAL EXTERIOR CMU WALL1/2" DRYWALL (USE MOLD RESISTANTDRYWALL ON ALL EXTERIOR PERIMETERWALLS) ON P.T. 1X2 WD. FURRING @ 24" O.C.MAX. WITH R-4.1 FOIL INSULATION (MINIMUM)@ ONE SIDE OF WALL ONLY1 HR RATED ASSEMBLY1/2" GYP BD. TYPE 'X' ORCEMENT BOARD (SEE PLAN)NOT TO SCALE9CONDENSATE P-TRAP DETAILNOT TO SCALE11WALL CLEAN OUT DETAILNOT TO SCALE15WASHING MACHINE CONNECTION DETAILPLUMBING RISER16--WEATHER STRIPPINGAROUND OPENING1/2" GYP. BD. FINISH(SEE WALL TYPE & FLOOR PLANS)CMU WALL OR CAST INPLACE CONCRETE(SEE STRUCTURAL DWG's)AS SHOWN ON FLOOR PLANBE WITHIN 4" OF WALLCOLUMN OR PARTITIONCLEANOUT FACE SHALLSURFACE. PROVIDEPIPE EXTENSION IF REQUIRED.FLOORSLABWHERE CLEANOUT TEEEDGES AND FLATHEADGAUGE STAINLESS STEELCOVER WITH BEVELEDPROVIDE A ROUND 18CHASE OR PARTITION,IS CONCEALED IN AMACHINE SCREW.CONCRETEWITH SCREWED COUNTER-SUNK ABS PLASTIC PLUG:TAPERED-THREAD WITHTFE JOINT COMPOUND.PROVIDE TEST TEE3" ABOVE TOPC. TSP = FAN TOTAL STATIC PRESSURE.B. DRAIN LINE SHALL BE COPPERRECEPTOR (MIN. 1/8" PER FOOT)A. SLOPE DRAIN LINE TO CONDENSATETYPE "L" AND INSULATED.ELBOWTSP +1"(3" MIN.)TSP +1"CONNECTIONUNIONPERFORATED CAPVENT W/(SCREWED)TEEC.O. PLUGOF PRIMARYDRAIN PANA.H.U.NOTE:PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVEDWITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR.CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS.141. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS.2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE.3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & PAN DRAIN REQUIREMENTS.WITH 2" AIR GAPT&P TO GROUDRELIEF VALVECHECKS.O.V.W.H.VALVE2"AIR GAPHOT WATER SUPPLYSUPPLYCOLD WATER TRAPSHEATRETURNHOT WATERRELIEF VALVEWATTS BRVTPRESSUREPRESSURERELIEF DRAINWITH 2" AIR GAPNOT TO SCALE8WATER HEATER DETAIL1/2" DRYWALL (USE MOLD RESISTANTDRYWALL ON ALL EXTERIORPERIMETER WALLS) ON P.T. 1X2 WD.FURRING @ 24" O.C. MAX. WITH R-4.1FOIL INSULATION (MINIMUM) @ ONESIDE OF WALL ONLY2020 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1DRAINAGE FIXTURE UNIT (d.f.u.) VALUESFINISHED FLOOR1/2" HW & 2" DIA. WASTECW PIPING(WATTS OR EQUAL)WATER HAMMER ARRESTORHW & CW HOSE CONNECTIONSW/VACUUM BREAKERS FINISHED WALLDEEP BOX FOR METAL STUD WALLGUY GRAY SPACE SAVER WITH 4"MASTER BATH #1LOCATIONSINKBARSINKTUBLAV.SHWR.W.C.BIDETW.M.D.W.BATH #3BATH #4KITCHENUTILITY ROOMTOTAL COUNT2231312322222TOTAL d.f.u. VALUE = 37 d.f.u.'s2426812OUTDOOR LIVING1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES ANDORDINANCES.2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS.3. ALL MATERIALS SHALL BE NEW.4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THECOMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OFCONSTRUCTION SHALL BE A PART OF THIS CONTRACT.5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY ANDPROPERTY DAMAGE FOR THE DURATION OF THE WORK.6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TOOBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTORMUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES.7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION.ADVISE ENGINEER OF ANY DISCREPANCIES.10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE "L" COPPER.11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES ORIN PLENUMS.12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS.COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION.13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOODENGINEERING PRACTICE.14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT ATWATER HEATER AS PER CODE.15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD.16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATERPENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAMERATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK.17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOTLESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETEDWITHOUT ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHERPHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED.18. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS.19. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIRPLENUMS.20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS.21. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TOBE BY OTHERS. PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCALCODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF.22. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONSFOR ALL HOT WATER PIPING.23. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2"THICK ARMAFLEX INSULATION.24. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLEBY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.25. 1" WATER METER HOOK UP.26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES.27. WATER HEATERS TO FULLY COMPLY WITH 2020 F.B.C. RESIDENTIAL, SECTION P2801 ,'WATER HEATERS' & PLUMBING CODESECTION P504, 'SAFETY DEVICES'.28. WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF A THERMAL EXPANSION TANK OR OTHERAPPROVED DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL.29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANTMETAL) WITH A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT SIZE &SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY ANINDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0.75 INCH AND OF APPROVED MATERIAL LISTED IN TABLE 605.4. THE PAN DRAINSHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THEEXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENTGROUND SURFACE.30. PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. INSTALL PER CURRENT STATE & LOCALBUILDING CODES.31. ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS.32. PER 2020 F.B.C. RESIDENTIAL SECTION P2708.4 'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUB/ SHOWER COMBINATIONVALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOSTATIC-MIXING OR COMBINATIONPRESSURE-BALANCE/ THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016/ASMEA112.106 / CSA B125.16. THE HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO NOT GREATER THAN 120°F (49°C).IN-LINE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE WITH THIS SECTION.12MASTER BATH #222231TO SEWERCONNECTIONTOTAL OF 37 d.f.u's4"3"W.M .UTILITYW.C.1-1/2"2" V T RC.O.3"K.S.2" STUDORVENTSLOPE MIN. 1/8"/FT.TO SEWERC.O.TWO-WAY4"KITCHEN2"SINKBBQ2" STUDORVENTOUTDOOR LIVINGSHWR.2" VTRLAV1-1/2"3"3"3"3"2"2"BATH #33"SINKUTIL.2"3"W.C.SHWR.2"3"3"2" VTRLAV1-1/2"2"LAV1-1/2"W.C.3"3"2"3"SHWR.2"LAV1-1/2"MASTER BATH #1MASTER BATH #22"3"3"W.C.2"TUBSHWR.2"2"2"LAV1-1/2"LAV1-1/2"2"2" VTR3"3"BATH #42020 FLORIDA BUILDING CODE-RESIDENTIALSPACE REQUIRED, SECTION R307.13/8"=1'0"15TYPICAL PLUMBING FIXTURE CLEARANCES08-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.A701U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_A701.dwg, 8/20/2021 11:29:41 AM BRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4A3021 A3011A3012A3022BRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4 HB1AIR HANDLER x15'-10"8'-6"MASTERBATH #1x14'-8"14'-8"MASTERBEDROOM #1x6'-4"6'-2"W.I.C.x13'-0"10'-10"BEDROOM #4x6'-10"10'-10"UTILITYx20'-6"20'-2"2-CARGARAGEx14'-0"16'-0"KITCHENx9'-6"11'-0"B'FASTx19'-8"18'-10"GREATROOMx6'-10"10'-0"W.I.C.x17'-8"12'-9"MASTERBATH #2x12'-8"13'-6"DEN /BEDROOM #3x18'-2"17'-11"MASTERBEDROOM #2x20'-5"28'-2"COV'DOUTDOORLIVINGx6'-0"9'-0"BATH #4BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 x10'-3"12'-7"COV'DENTRYBRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 x5'-8"12'-8"FOYERx9'-4"5'-0"BATH #3BRASSFAUCETSTILLNESSK-942-4BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4 BRASSFAUCETSTILLNESSK-942-4HB HBHBA303A-AA303A-ATCSPRINKLERTIMER(VERIFY LOCATION)TO POOL& SPA LIGHTSTO FRONTLANDSCAPELIGHTSFORDISHWASHER& DISPOSALGFCIDOORBELLDOOR BELLCHIMEFORMICROWAVETV+52"A.F.F.,VERIFYWFWFWF VPPPEXFEXFTV+52"A.F.F.,VERIFY GFCI DBS2S2WFWFS2WP GFCIS2 S2 S2 S2JJAFCIAFCIPHAFCI S2 FANLIGHTJJPHS3FLOOD/SECURITYLIGHT ONSENSORFLOOD/SECURITYLIGHT ONSENSORSD/CMSD/CMSD/CMSD/CMFOR WATERHEATERw/ RECIRC.PUMPELECTRICPANEL 'A'FORWASHERFORDRYERGFCI WP GFCI AFCI S2JJANDY CONTROLSYSTEM FORPOOL & SPAGFCI ELECTRICMETER &DISCONNECTWP GFCIAFCIAFCIWALL SCONCE (SEE ELEVATIONS FOR MOUNTING HEIGHT)RECEPTACLE,SWITCH & LIGHTIN ATTICFOR SMALLAPPLIANCEFOR SMALLAPPLIANCEFORREFRIGERATORAFCI TV+52"A.F.F.,VERIFYDS2AFCIAFCIFORRANGEGFCIFORBBQ HOODVENTILATORFORBBQ SPARKPOWERS2S2FANLIGHTS2VPS2WFEXFS2 S2 S2 S2 JJSD S4 S2S2S2S2 S2S2S2FANLIGHTJJS2 S2 FANLIGHTVPWFEXFS2GFCI VPS3FANLIGHTTV+52"A.F.F.,VERIFYAFCIWP GFCIGFCIAFCI AFCIAFCI PHAFCIAFCIAFCIAFCIAFCIAFCIAFCIS4FLOOD/SECURITYLIGHT ONSENSORWFWALL SCONCE(SEE ELEVATIONSFOR MOUNTING HEIGHT)S2WP GFCISD/CMSD/CMSD/CMSD/CMLIGHTLIGHTFANFANRECEPTACLE,SWITCH & LIGHTIN ATTICS2JJWF S2S3S4 S3 S2S2 S 2S 2S 2WFGFCIS3 S3VPAFCIS2S2 GFCIGFCI S3TV+52"A.F.F.,VERIFYAFCIGFCIAFCIAFCIAFCIAFCI GFCIAFCIAFCIS3S3LIGHTLIGHTWF S2WP GFCIAFCI S3S2SPBAFCI WFGFCIAFCIAFCIS2AFCIGFCIFOR SMALLAPPLIANCES3S3AFCI SD/CMS3S 3AFCIS3 S 3S3AFCI STANDARD LIGHTING LEGENDCEILING MOUNTEDFIXTUREWALL MOUNTEDFIXTURECEILING MOUNTEDJUNCTION BOXJ BOX w/OPT.FAN/LIGHTVAPOR PROOFREC'D FIXTURERECESSED LIGHTFIXTUREFLOURESCENTLIGHT FIXTUREEXHAUST FANFLOOD/SECURITYLIGHTSUNDER/ OVERCABINET FIXTUREWALL MOUNTEDJ-BOXWFWJREC'D ADJUST.FIXTUREPULL CORD FIXTURECJCFPCor LANDSCAPE UPLIGHTEXFPENDANTFIXTUREPA.F.C.I.ELECTRIC PANELELECTRIC METERDISCONNECT220 VOLTRECEPTACLERECEPTACLE(SEE GEN. NOTES)RECEPTACLEHALF SWITCHED(SEE GEN. NOTES)GROUND FAULTCIRCUIT INTERRUPT(SEE GEN. NOTES)TELEPHONE JACKTELEVISION JACK2-WAY WALLSWITCH3-WAY WALLSWITCH4-WAY WALLSWITCHDIMMER WALLSWITCHTVDEDICATED 20 AMPOUTLETSPECIALTY LEGENDAIR COND. SYS.(THERMOSTAT)IRRIGATION SYS.(TIMER)SECURITY SYS.(KEYPAD)COM. SYSTEM(DATA PORT)COM. SYSTEM(DATA & PHONE)DOOR JAMB SWITCHFLOOR OUTLETG.F.C.I.ARC FAULT CIRCUITINTERRUPT(SEE GEN. NOTES)WATER PROOFGFCIW.P. G.F.C.I20 AMPphkp INTERCOMTiFLOOR PHONE JACKPUSH BUTTONS DS PBS 2S 3S 4SSPEAKERSTCFAN J-BOXSMOKE DETECTOR/CARBON MONOXIDEDETECTORSD/CMVPJJUNCTION BOXCJBCOVE LIGHTINGJUNCTION BOXICLIN CABINET LIGHTINGSJBSHADEJUNCTION BOXSINGLE 120VRECEPTACLESTANDARD ELECTRICAL LEGENDA200 AMP PANELTYPE:LOAD CTRMAINS: FULLM.L.O.SERVICE:120/240/1PHA.I.C.22,000KW#DESCRIPTION OFCIRCUITBRKRBRKRDESCRIPTION OFCIRCUIT#KW10.0#6AHU 160A1240ACU 1#8344.4#10HOT WATER HEATER25A5650ARANGE#85.0782.5#10CLOTHES DRYER30A91020ACLOTHES WASHER#121.5111220ADISHWASHER#121.21.5#12REFRIGERATOR20A131420AMICROWAVE#121.51.512SMALL APPLIANCE20A151620ASMALL APPLIANCE#121.5.9#12GARBAGE DISPOSAL20A171820AWHIRLPOOL TUB#121.51.0#12RANGE HOOD20A192020ABATHROOM GFCI'S#121.51.5#12KITCHEN GFCI'S20A212220AEXTERIOR GFCI'S#121.51.5#12KITCHEN GFCI'S20A232420ARANGE HOOD#121.5*#14GENERAL LIGHTING15A252615AGENERAL LIGHTING#14**#14GENERAL LIGHTING15A272815AGENERAL LIGHTING#14**#14GENERAL LIGHTING15A293015AGENERAL LIGHTING#14*1.5#12BBQ VENTILATOR20A313220APOOL EQUIPMENT#122.51.5#12GARAGE DOOR OPENER20A333420APOOL EQUIPMENT#122.51.8#12IRRIGATION PUMP (OPT)20A353620APOOL LIGHTS#12.31.8#12IRRIGATION PUMP (OPT)20A373820AEXTERIOR GFCI'S#121.5SPARE3940SPARESPARE4142SPARE31.4SUB-TOTAL(1-41)PANEL LOAD CALCULATIONSSUB-TOTAL(2-42)23.5* GENERAL LIGHTING2433.0SQUARE FEET @ 0.003 KW/SF7.3TOTAL PANEL KW = (SUBTOTAL 1-41 + SUBTOTAL 2-42 + GENERAL LIGHTING)62.2AIR CONDITIONING @ 65%10.06.51ST 10.0 KW (NOT A/C) AT 100%10.0REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) - 10.0) * 0.40)18.3CALCULATED KW = (A/C @ 100% + 1ST 10 KW + REMAINING)34.8 KWCALCULATED AMPS = (CALCULATED KW * 1000 / 240)144.9 AMAINMETER/AMP200M60PNL.AMPSUBMAINDISC.(3), 3/0 THHN w/ #1 GROUND200AMPPANEL'A'#4 GROUND TO8'-0"x 5/8" DIA. GROUNDROD & COLD WATERPIPE & 20'-0" FOUNDATION STEELUNDERGROUNDTO FP&L TIE-INLOCATION(2), 60 AMP BREAKERELECTRICAL RISER DIAGRAMNOT TO SCALEELECTRICAL 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 FAMILY ROOMS,DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BEARC FAULT CIRCUIT PROTECTED PER 2017 NEC 210.12(B).13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGERSHALL HAVE THWN INSULATION.14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C.RATING OF 22,000 AMPS & BE NEMA-3R RATED.15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75° CONTINUOUS DUTY.FIXTURES:1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES.2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED ANDAS SELECTED BY OWNER.3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BYOWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED.4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALLFIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED.5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCEOF 6" AWAY FROM CLOTHING.6) PREWIRE FOR GARAGE DOOR OPENER SENSOR.OUTLETS:1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS.2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOROUTLETS AS SHOWN ON PLANS.3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANTPER 2017 NEC 210.52.4) PROVIDE PRE-WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN.PROVIDE OPTIONAL PRE-WIRED HIGHSPEED DATA OUTLETS AS SHOWN ONPLANS. (IF APPLICABLE)5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITHFLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE1/2" CONDUIT UNDER 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 & SUPPLY GRILLS,KITCHENS, BATH ROOMS.3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM &SMOKE DETECTOR.1/4"=1'-0"ELECTRICAL PLAN108-25-21PERMIT SET PERMIT SETS ISSUEDDWD08.25.21Job No. 1306083TARPON FLATS CUSTOM RESIDENCE 3937 SHORE SIDE DRIVE FORT PIERCE, FLORIDALOT 1 1CLIENT REVISIONSDWD10.20.21ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATEDOR REPRESENTED 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, ORDISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTENPERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORSSHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS ANDCONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSOF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ONITEMS SO NOTED. © 2021. ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P.A.E10111U:\RESIDENTIAL\1306083-TARPON FLATS\BaseDrawings\Lot 1\Sheet Files\Lot 1_E101.dwg, 10/15/2021 4:10:30 PM