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ANDERSEN RESIDENCE- PERMIT SET- R4- 03.23.22ss
DRAWING INDEX CUSTOM RESIDENCE CONSTRUCTION NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL. 33444 561-243-0799 (T) CONTACT: CARLOS LINERAS EMAIL: carlos@stofft.com RESIDENTIAL CODE INFORMATION DESIGN PARAMETERSABBREVIATIONS ABV. ACOUS. ADJ. AL. APPROX. BD. BLDG. BLK. BOT. CAB. CER. C.I. CLR. COL. CONC. CONN. CONT. CTSK. DECOR. DET. D.F. DIA. DIM. DN. D.S. DWG. EA. EL. ELEV. ELEC. EQ. EXH. EXP. EXT. EXIST. F.F. FLASH. FLUOR. FT. FTG. GA. GALV. GL. GR. GYP. H.B. ABOVE ACOUSTICAL ADJUSTABLE ALUMINUM APPROXIMATE BOARD BUILDING BLOCK BOTTOM CABINET CERAMIC CAST IRON CLEAR COLUMN CONCRETE CONNECTION CONTINUOUS COUNTERSUNK DECORATIVE DETAIL DOUGLAS FIR DIAMETER DIMENSION DOWN DOWN SPOUT DRAWING EACH ELEVATION ELEVATOR ELECTRICAL EQUAL EXHAUST EXPANSION EXTERIOR EXISTING FINISH FLOOR FLASHING FLUORESCENT FOOT/FEET FOOTING GAUGE GALVANIZED GLASS GRADE GYPSUM HOSE BIBB R.O. RWD. R.W.L. S.C. SCHED. SHT. SIM. SQ. SST. STD. STL. STOR. STRUCT. SUSP. SYM. T.C. TEL. T&G THK. T.O.C. T.O.FR. T.O.L. T.O.P. T.O.PL. TYP. U.O.N. VERT. VEST. V.G.D.F. W/ W/O W.C. WD. WDW. W.H. WSCT. WT. SYMB. & @ ℄ # ROUGH OPENING REDWOOD RAIN WATER LEADER SOLID CORE SCHEDULE SHEET SIMILAR SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF CHIMNEY TOP OF FRAMING TOP OF LEDGER TOP OF PLATE TOP OF PLATE TYPICAL UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERTICAL GRAIN WITH WITHOUT WATER CLOSET WOOD WINDOW WATER HEATER WAINSCOT WEIGHT SYMBOLS AND ANGLE AT CENTER LINE DIAMETER OR ROUND POUND OR NUMBER H.C. HDWD. HDWE. HGT. HORIZ. I.D. INCAND. INSUL. INT. JT. LAM. LAV. LOC. MAX. MECH. MET. MFR. MIN. MISC. M.O. MTD. MUL. N.I.C. NO. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. PL. PLAS. PLYWD. PR. PRCST. P.T. PTN. Q.T. RAD. REINF. REQ. RM. HOLLOW CORE HARDWOOD HARDWARE HEIGHT HORIZONTAL INSIDE DIAMETER INCANDESCENT INSULATION INTERIOR JOINT LAMINATE LAVATORY LOCATION MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED MULLION NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE PLATE PLASTER PLYWOOD PAIR PRECAST PRESSURE TREATED PARTITION QUARRY TILE RADIUS REINFORCE REQUIRED ROOM STRUCTURAL ENGINEER AGSTEN ENGINEERING INC. 3000 FLORIDA BLVD SUITE 206 DELRAY BEACH, FL. 33483 561-272-5012 (OFC) CONTACT: ROBERT E. AGSTEN III, P.E. EMAIL: ragsten3@comcast.com MEP ENGINEER JWL ENGINEERING 185 NW SPANISH RIVER BLVD, SUITE 250 BOCA RATON, FLORIDA 33431 TEL: 561-237-5223, FAX: 561-237-5680 CONTACT: BRENNAN WEST, P.E. EMAIL: brennan@jwleng.com S1.0 A001 COVER SHEET A203 A201b ARCHITECTURAL BUILDING ELEVATIONS A303 BUILDING SECTIONS STRUCTURAL S2.0 MAIN LEVEL FRAMING PLAN S3.0 A101 BUILDING ELEVATIONS A302 LOWER LEVEL NOTED PLANA200a PERMIT SET 09.10.21LOWER LEVEL REFLECTED CEILING PLANA601 MISCELLANEOUS DETAILS ROOF FRAMING PLAN A301 MAIN LEVEL DIMENSIONED PLAN ROOF PLAN A602 SITE PLAN A803 MAIN LEVEL REFLECTED CEILING PLAN S4.0 GENERAL NOTES AND DETAILSS5.0 A801 TYPICAL WALL SECTIONS S6.0 M102 HVAC NOTES, EQUIPMENT & CALCSM101 HVAC PLAN DETAILS SECOND FLOOR FRAMING & LOWER ROOF PLAN M201 HVAC PLAN- FIRST LEVEL E102 POWER NOTES, CALCS, RISER & DETAILSE101 POWER PANEL SCHEDULES E301 POWER PLANS LOWER LEVEL P201 PIPING NOTES, EQUIPMENT & DETAILSP101 SANITARY PLAN & CALCS P401 P301 POTABLE WATER PLAN & CALCS GAS PIPING PLANS WINDOW & DOOR DETAILSA804 E201 SUB-PANEL POWER CALCS FOUNDATION PLAN DETAILS & SCHEDULES LOWER LEVEL DIMENSIONED PLANA200b A201a MAIN LEVEL NOTED PLAN A202b A202a UPPER LEVEL DIMENSIONED PLAN UPPER LEVEL NOTED PLAN A603 UPPER LEVEL REFLECTED CEILING PLAN M202 M203 M301 HVAC PLAN- SECOND LEVEL HVAC PLAN- THIRD LEVEL HVAC PLAN- REFRG. & CONDENSATE PIPING PLAN E103 E202 E203 E302 E303 POWER PLANS MAIN LEVEL POWER PLANS UPPER LEVEL POWER LIGHTING PLAN LOWER LEVEL POWER LIGHTING PLAN MAIN LEVEL POWER LIGHTING PLAN UPPER LEVEL P102 P501 SANITARY PIPING PLAN, ISOMETRIC & CALCS STORM WATER PIPING PLANS Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 TRUSSES: A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO POURING OF FOUNDATION. B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PRE-FABRICATED HANGERS AS REQUIRED. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER TPI 1-2014; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION ARCHITECT'S STATUS: A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CODES: A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2018). B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. PERMITS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS JOB CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) CLEAN UP / REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT OF THE WORK. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. EARTH WORK: A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL BUILDING CODE 2020. CONCRETE: A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF ACI 318-14. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT. C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. E. SAND: ASTM C-33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL SOILS REPORT. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS - EXCEPTION PILINGS SHALL BE 5,000 PSI. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-14) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 12") * BEAMS AND COLUMNS 1 1/2 " * FORMED CONCRETE BELOW GRADE 2" * UNFORMED BELOW GRADE 3" * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 12" CLEAR AT TOP (EXTERIOR) * BEAMS 1 1/2" CLEAR TO STIRRUPS * COLUMNS 1 1/2" CLEAR TO TIES C. REINFORCING MESH: ON-GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. STRUCTURAL STEEL: A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 15TH EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. ROUGH CARPENTRY: A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED BEAMS SHALL BE INSTALLED WITH CROWN DOWN. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS UNLESS OTHERWISE NOTED. D. ALL SUB-SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"s. E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT. G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES. H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPENINGS. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. K. DRAFT-STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN ATTICS FOR AREAS OVER 3,000 S/F L. FIRE-BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. PLUMBING FIXTURES: A. ALL SHOWER HEADS SHALL HAVE ANTI-SCALDING PROTECTION SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. THERMAL MOISTURE PROTECTION: A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2020 ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND FLORIDA BUILDING CODE 2020. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. TIMBER A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: * FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST CONCRETE AND MASONRY. B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS. C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. DOORS AND WINDOWS: A. PER FBC 406.3.2.1 DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS THAN 13 8" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. C. DOORS , BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT-POUND IMPACT TEST D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II GLAZING PRODUCTS. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE THE FLOOR OF THE TUB OR SHOWER. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY CODE. H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A DOOR THAT HAS A MIN. 29" CLEAR OPENING. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A. PER 2020 FBC-RESIDENTIAL, TABLE R301.2(1), 'SUBJECT TO DAMAGE FROM' WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS 'VERY HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. CONCRETE UNIT MASONRY: A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT REINFORCING. C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 VERTICAL TO ALIGN WITH BLOCK CORE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST & 2ND FLOOR TIE BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2020 FBC RESIDENTIAL ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2020 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. WIND LOADS AS PER FBC 2020 EDITION AND ANSI/ASCE 7-16 WIND SPEED DESIGN: SHUTTERS: IMPACT RESISTANT ASSEMBLY: Kd CODE EDITION: BUILDING DESIGNED AS: INTERNAL PRESSURE COEFFICIENT WIND EXPOSURE CLASSIFICATION: COMPONENT & CLADDING IS A CONT. LOAD PATH PROVIDED FLORIDA BUILDING CODE 2020 +-0.18 YES YES NO 170 mph Vult ENCLOSED, RIGID 0.85 D BUILDING CLASSIFICATION: TWO STORY SINGLE FAMILY RESIDENCE W/ GARAGE BELOW FBC 2020 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 504.4 CONSTRUCTION TYPE V-B THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) LRFD 15th EDITION. BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (ACI 530-13/ ASCE 5/TMS 402-16). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/AF&PA NDS-2018, ASD). CODE EDITIONS: Florida Building Code (FBC) 2020 National Electrical Code (NEC) 2017 MEAN ROOF HEIGHT 40'-8" THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS) YES A001 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A001.dwg, 2/10/2022 2:54:39 PM 5.20'100'-0"50'-0"50'-0"CL0 CONTOUR LINEMEAN HIGH WATER LINEEL.=0.51' (NAVD)LOCATED 11/04/205.20'5.20'SEASONAL HIGH WATER LINEEL.=5.20' (NAVD)LOCATED 11/04/20LEGAL DESCRIPTION:BEING ALL OF LOT 30, AS SHOWN ON THE PLAT OF DIAMONDSANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54,PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.ACCESS, DRAINAGE AND UTILITY EASEMENTCURVEC1C2LENGTH45.45'15.56'RADIUS484.02'266.00'DELTA5°22'50"3°21'02"LINEL17LENGTH17.49'BEARINGS15°13'52"E40'-0"SETBACK40'-0" 7'-6" SETBACK 60'-0"TWO STORY SINGLEFAMILY RESIDENCE w/GARAGE BELOWF.F.E. 2ND FLOOR @ 35.00 NAVDF.F.E. 1ST FLOOR @ 21.0 NAVDLOBBY @ 9.0 NAVDGARAGE @ 7.0 NAVD20'-0"SETBACKPOOLELEVATEDDECKDRIVEWALK 121'-5" DECK121'-5" RES IDENCE121'-312" POOL91'-1"30'-9"34'-2"78'-10"7'-6" SETBACK 62'-178"GARAGELEVEL1STLEVEL1LOCATION MAP50'-0"5.20'40'-0"SETBACK40'-0" 7'-6" SETBACK 60'-0"TWO STORY SINGLEFAMILY RESIDENCE w/GARAGE BELOWF.F.E. 2ND FLOOR @ 35.00 NAVD20'-0"SETBACKPOOLELEVATEDDECKDRIVEWALK 121'-5" DECK121'-5" RES IDENCE 121'-312" POOL91'-1"30'-9"34'-2"78'-10"7'-6" SETBACK 62'-178"GARAGELEVEL1STLEVEL1Job No. 2103027D02-10-2022 CUSTOM RESIDENCE LOT 30- DIAMOND SANDS JENSEN BEACH, FLORIDA© PERMIT SET .PERMITDS09.10.20211CITY COMMENTSDS11.05.20212CITY COMMENTSCL12.20.20213ID REVDS01.27.20223.1ID REVDS02.10.2022A1011"=20'-0"SITE PLAN11"=10'-0"PARTIAL SITE PLAN1Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A101.dwg, 2/10/2022 2:59:36 PM CONDENSER 1 CONDENSER 2 21R @ 6.86" = 12'-0" 6 CAR GARAGE MUD ROOM UNFINISHED SPACE (NON-HABITABLE SPACE) FOYER -1'-10" (+6.83' NAVD)FF-2'-0" (+7.00' NAVD)FF 0'-0" (+9.00' NAVD)FF SLOPESLOPECOVERED ENTRY 5.5"2" 2" 5.5" 5.5" 5.5" 5.5"5.5"5.5"5.5"UP10911 UPCONDENSER 3 CONDENSER 4 GENERATOR STORAGE (NON-HABITABLE SPACE)6"6"43298765120R @ 8.40" = 14'-0" SHOWER AND FOOT WASH 112 113 111 105 101 102 103 104 6"1 A303 1 A303 10111213141516NOTES: THIS PROJECT IS DESIGNED IN COMPLIANCE WITH FBC 2020 7th EDITION SECTION R322. SEE WALL LEGEND (SHEET A200b) FOR FRANGIBLE WALLS. SEE DETAIL 14 ON SHEET A803 FOR INTERIOR FRANGIBLE WALL CONSTRUCTION DETAIL. NOTE: MOUNT EQUIPMENT ON THIS LEVEL TO STRUCTURAL COLUMNS, AND NON-FRANGIBLE WALLS (SEE SHEET A200b FOR FRANGIBLE WALL LEGEND). DUE TO THE 24 DEGREE ANGLE TO SHORE, ALL INTERIOR FRAME WALLS THIS LEVEL TO BE FRANGIBLE -2'-0" (+7.00' NAVD)FF ELEVATOR 4 FLOOD VENTS; EA. VENT 200aSF. PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS 2 FLOOD VENTS EA. VENT 200aSF. PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS 2 FLOOD VENTS EA. VENT 200aSF. PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS 3 FLOOD VENTS EA. VENT 200aSF. PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS 3 FLOOD VENTS EA. VENT 200aSF. PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS 1 8 FLOOD VENTS EA. VENT 200aSF. PER MANUF. SPECS.,SEE 2/A200a FOR DETAIL & CALCULATIONS 3 FLOOD VENTS EA. VENT 200aSF. PER MANUF. SPECS., SEE 2/A200a FOR DETAIL & CALCULATIONS 2 2 BUILT-IN CLOSETS 3 3 5 4 3 2 1 7 6 812 3.1 COLUMN COLUMN COLUMN COLUMN LOWER LEVEL WINDOW SCHEDULE Number WIDTH HEIGHT SIZE TYPE HEAD HT. EL.NOTES LOWER LEVEL EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE Fire Rating NOTES LOWER LEVEL INTERIOR DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE LOCATION FIRE RATING NOTES A/C AREA CALCULATION A/C - LOWER LVL A/C - MAIN LVL A/C - UPPER LVL 592 SF 3098 SF 2780 SF 6470 SF NON A/C AREA CALCULATION GARAGE LOWER- BEACH ACCESS STAIR LOWER- COVERED ENTRY LOWER- STORAGE MAIN- COVERED TERRACE MAIN- OUTDOOR LIVING/POOL TERR. UPPER- FRONT TERRACE UPPER- REAR TERRACE 1550 SF 82 SF 68 SF 1072 SF 329 SF 1529 SF 416 SF 656 SF 5702 SF UNFINISHED SPACE LOWER- UNFINISHED SPACE 1454 SF 1454 SF 3 3 FLOOD VENT CALCULATIONS GARAGE 1,594 S.F. VENT (PER MANUF. SPECS.)200 S.F. TOTAL 1,594S.F. / 200S.F. (PER VENT)= 8 VENTS MIN. CMU WALL 8"12" MAX.8X16 FLOOD VENT BY "SMART VENT" MODEL #1540-520 PROPOSED GRADE GARAGE FIN. FLOOR STORAGE 1144 S.F. VENT (PER MANUF. SPECS)200 S.F. TOTAL 1 2 1,144S.F. / 200S.F. (PER VENT)= 6 VENTS MIN. FOYER & UNFINISHED SPACE 2,047 S.F. VENT (PER MANUF. SPECS)200 S.F. TOTAL 3 2,047S.F. / 200S.F. (PER VENT)= 11 VENTS MIN. 2 Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A200a 1/4"=1'-0" LOWER LEVEL NOTED PLAN1 3/4"=1'-0" FLOOD VENT DETAIL2 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A200.dwg, 2/10/2022 3:04:53 PM CONDENSER 1 CONDENSER 2 6 CAR GARAGE MUD ROOM UNFINISHED SPACE (NON-HABITABLE SPACE) FOYER COVERED ENTRY CONDENSER 3 CONDENSER 4 GENERATOR STORAGE (NON-HABITABLE SPACE) 8"31'-6"6'-0"14'-8"13'-4"24'-8" 24'-8"13'-4"ELEVATOR 3'-8"3'-0"6'-0"3'-0"9'-4"15'-6"10'-0"12'-2"4'-0"3'-0"4'-0"3'-0"4'-0"1'-4"1'-4"1'-10"4'-8"4'-8"1'-10"1'-0" 5'-0"8'-6"18'-0"2'-6"1'-8" 6'-2"12'-3"22'-9"4'-10"5'-2"56'-0"4'-0"60'-0"46'-0"14'-10"2'-0" 72'-4" 91'-0"31'-0"29'-0"60'-0"1'-0"42'-4"29'-11 4"5'-6"15'-2"20'-8"48'-7"8"5'-6"23'-6"22'-4"4'-2"6"6"6'-0"1'-0"3'-5"2'-7"18'-1"23'-0"4"8"3'-8"6"1'-10"8"19'-6"1'-0"1'-0"8"8"15'-2"8"33'-4"4'-0"22'-814"11'-0"9'-8"4"2'-0"3'-6"10" 6'-0"4"4"3'-5"4" 1'-0"8"8"8"5'-4"1'-0"10'-7"30'-8"1'-0"28'-2"2"8"22'-8" 95'-0" 4"5'-0"8"13'-8"8"1'-0"8'-6" 1 1'-6"1'-6"1'-6" 1 1 1 1 1 1 2'-10"2'-10"4"4"3 3 3 3 3 3 COLUMN COLUMN COLUMN COLUMN Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A200b 1/4"=1'-0" LOWER LEVEL DIMENSION PLAN1 WALL LEGEND MASONRY WALL BREAKAWAY NON-BEARING INTERIOR PARTITION WALL BREAKAWAY MASONRY WALL POURED CONCRETE COL. IN MASONRY WALL BREAKAWAY NON-BEARING INTERIOR INSULATED WALL Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A200.dwg, 2/10/2022 3:05:38 PM FRZ.REF.48" RANGEWARMERWARMER ICEICE 24R @ 7.00" = 14'-0" AHU 2 SLOPEUTILITY COVERED TERRACE ELEV. COVERED TERRACE PANTRY BEDROOM #2 WIC PWDR DBL. OVEN BATH 1614SLOPECABANA SPA POOL SUN SHELF DN20R @ 8.40" = 14'-0" 4" 4"4"4" 4" 4" CLUBROOM WET BAR GREAT ROOM SLOPE+12'-0" (+21.00' NAVD)FF KITCHEN DINING BBQ W/ HOOD 1215111098 7 6 5 4 3 43291487651312111018171615191UP DN LINEAR FIRE PIT OUTDOOR LIVING POOL TERRACE MECH. 2 4" VENTLESS FP VENTLESS FP VENTLESS FIREPLACE ABV. COUNTER STORAGE 2"20211 214 216 217 219 220 201 202 203 204 205 206 208 218 1 A303 1 A303 DRY FRT LOAD WASH FRT LOAD 21 20 19 18 OPEN TO ABOVE AND BELOW 215 U.C. REF WALL & DOOR FINISH TO MATCH KITCHEN CABINETRY 207 1 1 1 1 TALL WINEWINE3 3 222221 223 3 1 3.1 17 4 DWDW MAIN LEVEL WINDOW SCHEDULE Number WIDTH HEIGHT SIZE TYPE HEAD HT. EL.NOTES 1 4 4 4 MAIN LEVEL EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE FIRE RATING NOTES 3.1 MAIN LEVEL INTERIOR DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE LOCATION FIRE RATING NOTES 1 1 3 Job No. 2103027D02-25-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 4 ID REV DS 02.25.2022 A201a 1/4"=1'-0" MAIN LEVEL NOTED PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A201.dwg, 2/25/2022 4:55:18 PM FRZ.REF.48" RANGEWARMERWARMER ICEICE 24R @ 7.00" = 14'-0" AHU 2 UTILITY COVERED TERRACE ELEV. COVERED TERRACE PANTRY BEDROOM #2 WIC PWDR DBL. OVEN BATH 1614CABANA SPA POOL SUN SHELF DN20R @ 8.40" = 14'-0" CLUBROOM WET BAR GREAT ROOM KITCHEN DINING BBQ W/ HOOD 1215111098 7 6 5 4 3 43291487651312111018171615191UP DN LINEAR FIRE PIT OUTDOOR LIVING POOL TERRACE MECH. 2 20DRY FRT LOAD WASH FRT LOAD 21 20 19 18 OPEN TO ABOVE AND BELOW U.C. REF 1 1 1 1 1 1 1 1 1 1 1 1 1 11TALL WINEWINE3 3 3 3 3 34"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"3 3 3 3 3 3 3 3 3 3 33 3 3 3 8"32'-8"18'-4"11'-2"8'-2"5'-4"10'-0"8"1'-4"12'-0"12'-0"5'-0"12'-0"6'-6"3'-0"1'-0" 1'-5"1'-8"17'-0"12'-0"1'-11"2'-11"6'-6"2'-5"10'-10"14'-10"32'-9"2'-0"8"20'-0"1'-0"1'-0"8"10'-0"2'-0"15'-10"20'-0"8"8"6'-0"10'-0"7'-4"2'-6"20'-8"4'-0"56'-0"60'-0"1'-10"2'-6" 4'-4" 8"3"1'-11" 5'-0"1'-0"4'-10"5'-8" 8"12'-0"1'-10" 13'-10"4"5'-8"4"7'-0" 2'-8"1'-10"4"5'-8"7'-6"8"4"7'-0"4"37'-0"6'-0"4"8'-6"6'-2"9'-10"4"16'-2"4"4'-8"8"6'-6"62'-10"7'-6"2'-0" 78'-10"8"7'-2"8"7'-2"4"9'-8"3'-0"4" 6'-0"6'-0"25'-0" 51'-8" 8"34'-8"13'-4"6'-0"23'-6"4"15'-6"3'-0"14'-0"6"5'-0"6"2'-0"6'-0"10'-0"13'-2"1'-11"18'-4"1'-6"10'-0"1'-6"5'-8"1'-0"18'-4"1'-0"3'-0"3'-6" 5'-0"4"4'-2"2'-6"4'-10"6"1'-8"4'-6" 5'-8"6" 9'-6"17'-0"9'-0"7'-8"8" 4"8"6'-0"8"6'-10"8"15'-4"2'-5"7'-5" 9'-6"1'-0"5'-0"1'-0"101'-6"17'-4"2'-2" 8"3'-8"8" 4"4" 1'-0" (T Y P )60'-0"22'-8"19'-2"31'-10" 51'-8" 101'-6" 2'-1" 4"4"4'-0"4"3'-2"1'-10"3'-8" 1'-0" 2"1'-11"1'-0"8"1'-2"4"2'-10" 6'-6" 6'-1"20'-10"1'-8"1'-6" 4"6'-0"8"6'-6"4"2'-0"4"4"2'-6"4" 1'-0" (TY P )3'-10"2'-1"12'-5"8"9'-6"8"2'-0"6"4"6"4"6"1 17 DWDW 4 Job No. 2103027D02-25-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 4 ID REV DS 02.25.2022 A201b 1/4"=1'-0" MAIN LEVEL DIMENSION PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A201.dwg, 2/25/2022 4:54:51 PM INFARED SAUNA HB BUILT IN W/ MURPHY BED5 4 3 2 1 OPEN TO BELOW ELEV.15166 711149 DN AHU 3 AHU 41312BATH WIC BEDROOM #3 SLOPE4" MASTER BEDROOM LINENSEAT2"SLOPELOUNGESLOPE4" SUN TERRACE SEATCOVERED TERRACE 4"BATH OFFICE/WORKOUT MASTER CLOSET POP-UP TV.MASTER BATH SUN TERRACE COVERED TERRACE SCREEN COVERED TERRACE SUN TERRACE +26'-0" (+35.00' NAVD)FF UPPER WINDOWS LAUNDRY MECH. 4"2"TOP LOAD DRY 4" MECH.2"LINEN 4" 4" SCREEN SUN TERRACE FIREPLACE U.C. REFCOFFEE BAR301 302 303 304 307 311 312 315 314 316 318 319 320 321 323 322 324 325 305 SLOPESLOPE SLOPE1 A303 1 A303 8 306 SEAT 1 1 1 TOP LOAD WASH PLANTER BOX 3 3 3 3 3.1 21 22 23 24 20 19 18 29 1017 UPPER LEVEL WINDOW SCHEDULE Number WIDTH HEIGHT SIZE TYPE HEAD HT. EL.NOTES 1 UPPER LEVEL EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE Fire Rating NOTES UPPER LEVEL INTERIOR DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE LOCATION FIRE RATING NOTES 1 1 1 Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A202a 1/4"=1'-0" UPPER LEVEL NOTED PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A202.dwg, 2/17/2022 8:55:23 AM INFARED SAUNA HB 5 4 3 2 1 ELEV.15166 711149 DN AHU 3 AHU 41312BATH WIC BEDROOM #3 MASTER BEDROOM LOUNGE SUN TERRACE COVERED TERRACE BATH OFFICE/WORKOUT MASTER CLOSET MASTER BATH SUN TERRACE COVERED TERRACE COVERED TERRACE SUN TERRACE LAUNDRY MECH. TOP LOAD DRY MECH. SUN TERRACE U.C. REF8 11 11 1 1 11 1 1 1 1 1 1 1 1 TOP LOAD WASH 8'-0"4"20'-2" 2'-10"17'-0"30'-4"1'-0"19'-6"8" 20'-2"51'-2" 4"6'-2"8"19'-4"1'-4"8"2'-0"18'-0"2'-0"3'-4"1'-0"1'-0"23'-2"10'-0"9'-8"8"15'-0"2'-8"6"4"6"4"6" 2'-8"8'-0"1'-0"6"4"6"4"6"1'-8"7'-0"22'-6"16'-2"8"8"11'-4"7'-5"3'-10"7'-0"12'-0"12'-0"6'-8"2'-8"12'-0"7'-2"5'-0"7'-2"9'-8"13'-10"4'-0"4"1'-0"8"7'-4"10'-10"20'-8"1'-0"15'-0"4'-0"1'-8"2'-0"18'-4"3'-4"4"7'-10"4"4'-0"4'-8"16'-2"5'-4"4"6"6'-0"6"2'-4"4"16'-0"1'-0"8"3'-8"5'-8"3'-8"4"6'-6"3'-2"8"19'-4"4"7'-4"13'-0"2'-1"4"5'-0"6'-6"5'-0"1'-6"4"4'-8"8"22'-9"6"5'-2"6"6'-0"2'-6"4"7'-6"4"23'-4"2'-0"5'-0"1'-0"24'-10"6"5'-6"10'-4"7'-0"4"4"4'-0"4"3'-2"4"4'-0"4"7'-10"3'-6"4"17'-0"8"18'-6"1'-0"3'-10"4"15'-0"4"3'-10"8"5'-8"4"4'-2"2'-0"13'-0"5'-8"8"5'-4"6"13'-0"8"4"1'-4"2'-4"4'-2"4"15'-8"6"5'-4"4"10'-2"1'-0"18'-0"7'-4"5'-0"11'-6"2'-0"3'-4"1'-0"7'-8"4'-5"4'-1"6'-2"3'-0"5'-4"8"1'-0"5'-0"1'-0"8"3'-8"8" 4"4" 8" 4'-6"1'-6"2'-0"4"1'-2"1'-0" 23'-41 4" 8'-0"1'-0" 11'-4"4'-0"15'-8"26'-0"24'-8"9'-4"60'-0"4'-10" 10'-614" 3'-95 8"6'-10"6'-6" 89'-414" 9'-8"11'-614"20'-10"17'-4"6'-6"60'-0"39'-4"8'-8"8'-77 8" 9'-6" 64'-07 8" 1'-0" 1'-0" 1'-5"15'-4"6'-6" 4'-0" 3'-4"18'-0"6"4"6"6'-6"3'-10"3'-4"2'-10" 6"7'-0"7'-10"8"2'-0" 6"3'-8"4'-10"3 3 5'-4"2'-0"3 3 38'-2"3 3 3 3 3 6"4"6"4"6"1'-0" TYP . 21 22 23 24 20 19 18 29 1017 Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A202b 1/4"=1'-0" UPPER LEVEL DIMENSION PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A202.dwg, 2/17/2022 8:56:08 AM SLOPED ROOF PARAPET @ 28'-8" A.F.F.8"TYPICAL4:12SLOPE4:12 SLOPE H I P RIDGE HIPT.O.B.T.O.B.+37'-4" A.F.F.+37-4" A.F.F.T.O.B.+37'-4" A.F.F +37'-4" A.F.F.T.O.B.T.O.B.+37'-4" A.F.F+37'-4" A.F.F.T.O.B.HIP4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12 SLOPE 4:12SLOPE4:12SLOPE4:12SLOPERIDGE RIDGE RIDGE RIDGEVALLEYRIDGERIDGERIDGEHIPVALLEYHIP HIPVALLEY HIP H I P H I P H I PVALLEYH I P HIP4:12SLOPE4:12SLOPEVALLEYHIPT.O.B.+37'-4" A.F.F +37'-4" A.F.F.T.O.B.8"TYPICAL8"TYPICAL8"TYPICAL8" TYPICAL 8" TYPICAL 8" TYPICAL 8" TYPICAL T.O.B.+37'-4" A.F.F.+37'-4" A.F.F.T.O.B.+37'-4" A.F.F.+37'-4" A.F.F.T.O.B.T.O.B. 1/4" / FT MIN. SLOPE 1/4" / FT MIN. SLOPE 1/4" / FTMIN. SLOPE1/4" / FTMIN. SLOPECRICKET 1 Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A203 1/4"=1'-0" ROOF PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A203.dwg, 2/10/2022 3:08:33 PM LOBBY LEVEL -11'-0" NAVD 9.0 12'-0"4 12 LOWEST HORIZ STRUCTURE NAVD 17.0 11'-4"32'-8" HEIGHTLOWEST HORIZ STRUCTURE TO MEAN ROOF)14'-0"DESIGN FLOOD ELEVATION (DFE) & DESIGN FLOOD ELEVATION (DFE) AO2 ZONE NAVD 6.0 GRADE + 2' + 1' FREEBOARD = 9.0 NAVD TOP OF BEAM +37'-4" GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 LOWER LEVEL @ 0'-0" NAVD 9.0 TOP OF BEAM @ +37'-4" A.F.F. GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 EQEQ001 002 003 004 006 007 009 008 005 005 011 LOBBY LEVEL -11'-0" NAVD 9.0 12'-0"4 12 LOWEST HORIZ STRUCTURE NAVD 17.0 11'-4"32'-8" HEIGHTLOWEST HORIZ STRUCTURE TO MEAN ROOF)14'-0"DESIGN FLOOD ELEVATION (DFE) & DESIGN FLOOD ELEVATION (DFE) AO2 ZONE NAVD 6.0 GRADE + 2' + 1' FREEBOARD = 9.0 NAVD TOP OF BEAM +37'-4" GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 LOWER LEVEL @ 0'-0" NAVD 9.0 TOP OF BEAM @ +37'-4" A.F.F. GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 EQEQ002 003 005 009 008 006 004 010 001 005 012012 WOOD TONE COLOR MATCH ALUMINUM FINS BRONZE ALUMINUM DOORS & WINDOWS (SIW) DARK OAK TONGUE AND GROOVE (HARDIE BOYS)WHITE STUCCO PAINT CLASSIC BRONZE STANDING METAL SEAM ROOF TAUPE STUCCO PAINT ELBA SILVER SHELL STONE CLADDING KEYNOTES MATERIAL 001 STANDING SEAM METAL ROOF (CLASSIC BRONZE) 002 SMOOTH STUCCO FINISH (CHANTILLY LACE OC-65) 003 ELBA SILVER SHELL STONE CLADDING 004 ALUMINUM ARCHITECTURAL LOUVER (COLOR MATCH) 005 SMOOTH STUCCO FINISH (TAUPE) 006 HARDIE BOYS 1x8 TONGUE & GROOVE CLADDING (DARK OAK) 007 CUSTOM WOOD PIVOT DOOR (BRONZE) 008 GLASS RAILING 009 CUSTOM PLANTER 010 MECHANICAL ALUM. ARCHITECTURAL LOUVER (COLOR MATCH) 011 EDEN COAST GARAGE DOOR (CUSTOM COLOR TO MATCH STONE CLADDING) 012 ARCHITECTURAL EYEBROW (COLOR TO MATCH ADJACENT SURFACES) Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A301 3/16"=1'-0" FRONT ELEVATION1 3/16"=1'-0" SIDE ELEVATION2 NTS MATERIAL PALETTE3 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A301 - WARM.dwg, 2/10/2022 3:07:25 PM LOBBY LEVEL -11'-0" NAVD 9.0 12'-0"4 12 LOWEST HORIZ STRUCTURE NAVD 17.0 11'-4"32'-8" HEIGHTLOWEST HORIZ STRUCTURE TO MEAN ROOF)14'-0"DESIGN FLOOD ELEVATION (DFE) & DESIGN FLOOD ELEVATION (DFE) AO2 ZONE NAVD 6.0 GRADE + 2' + 1' FREEBOARD = 9.0 NAVD TOP OF BEAM +37'-4" GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 LOWER LEVEL @ 0'-0" NAVD 9.0 TOP OF BEAM @ +37'-4" A.F.F. GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 EQEQ002 001 004 008 006 005 LOBBY LEVEL -11'-0" NAVD 9.0 12'-0"4 12 LOWEST HORIZ STRUCTURE NAVD 17.0 11'-4"32'-8" HEIGHTLOWEST HORIZ STRUCTURE TO MEAN ROOF)14'-0"DESIGN FLOOD ELEVATION (DFE) & DESIGN FLOOD ELEVATION (DFE) AO2 ZONE NAVD 6.0 GRADE + 2' + 1' FREEBOARD = 9.0 NAVD TOP OF BEAM +37'-4" GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 LOWER LEVEL @ 0'-0" NAVD 9.0 TOP OF BEAM @ +37'-4" A.F.F. GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 EQEQ006 002 003 001 008 004 009 005 012 KEYNOTES MATERIAL 001 STANDING SEAM METAL ROOF (CLASSIC BRONZE) 002 SMOOTH STUCCO FINISH (CHANTILLY LACE OC-65) 003 ELBA SILVER SHELL STONE CLADDING 004 ALUMINUM ARCHITECTURAL LOUVER (COLOR MATCH) 005 SMOOTH STUCCO FINISH (TAUPE) 006 HARDIE BOYS 1x8 TONGUE & GROOVE CLADDING (DARK OAK) 007 CUSTOM WOOD PIVOT DOOR (BRONZE) 008 GLASS RAILING 009 CUSTOM PLANTER 010 MECHANICAL ALUM. ARCHITECTURAL LOUVER (COLOR MATCH) 011 EDEN COAST GARAGE DOOR (CUSTOM COLOR TO MATCH STONE CLADDING) 012 ARCHITECTURAL EYEBROW (COLOR TO MATCH ADJACENT SURFACES) Job No. 2103027D02-25-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 4 ID REV DS 02.25.2022 A302 3/16"=1'-0" REAR ELEVATION1 3/16"=1'-0" SIDE ELEVATION2 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A301 - WARM.dwg, 2/25/2022 4:58:18 PM LOBBY LEVEL -11'-0" NAVD 9.0 12'-0"LOWEST HORIZ STRUCTURE NAVD 17.0 11'-4"32'-8" HEIGHTLOWEST HORIZ STRUCTURE TO MEAN ROOF)14'-0"DESIGN FLOOD ELEVATION (DFE) & DESIGN FLOOD ELEVATION (DFE) AO2 ZONE NAVD 6.0 GRADE + 2' + 1' FREEBOARD = 9.0 NAVD TOP OF BEAM +37'-4" GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 LOWER LEVEL @ 0'-0" NAVD 9.0 TOP OF BEAM @ +37'-4" A.F.F. GARAGE @ -2'-0" NAVD 7.0 UPPER LEVEL +26'-0" NAVD 35.0 MAIN LEVEL +12'-0" NAVD 21.0 EQEQPOOL UNFINISHED SPACE (NON HABITABLE SPACE) STORAGE (NON HABITABLE SPACE) FOYER COVERED TERRACE COVERED ENTRY GREAT ROOM MASTER BATHROOM POOL TARRACE SUN TERR. TOP OF COPING @EL.NAVD 20.5 BOT. OF POOL NAVD 15.16 10'-0"CEILING HEIGHT11'-0"CEILING HEIGHT2'-0"DOOR TO BEDROOM #3 DOOR TO BEDROOM #2 OPENING TO MUDROOM DOOR TO MASTER BEDROOM 3'-0"10'-0"CEILING HEIGHTFIREPLACE Job No. 2103027D02-25-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 4 ID REV DS 02.25.2022 A303 1/4"=1'-0" BUILDING SECTION1 6 CAR GARAGE MUD ROOM UNFINISHED SPACE (NON-HABITABLE SPACE) FOYER OPEN TO ABOVE COVERED ENTRY STORAGE (NON-HABITABLE SPACE) L1 L3 L4 L3 L1 L1 L4 L4 L6 L6 L6 L6 L6 L6 L6 113 8" DEEP LIGHT COVE W/ LED STRIP LIGHT 9'-0" C.H. HEADER @ 8'-0"6"10'-0" C.H. 9'-0" C.H. 10'-0" C.H. 10'-0" C.H. 10'-0" C.H. 10'-0" C.H. STUCCO FINISH STUCCO FINISH STUCCO FINISH STUCCO FINISH STUCCO FINISH ELEVATOR SYMBOL LEGEND 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET DOOR JAMB SWITCH ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C. CAT 5E DATA ,PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A601 1/4"=1'-0" LOWER LEVEL REFLECTED CEILING PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A601.dwg, 2/10/2022 3:09:19 PM UTILITY COVERED TERRACE ELEV. COVERED TERRACE PANTRY BEDROOM #2 WIC PWDR BATH CABANA SPA POOL SUN SHELF CLUBROOM WET BAR GREAT ROOM KITCHEN DINING LINEAR FIRE PIT OUTDOOR LIVING POOL TERRACE MECH. ROLL DOWN SCREEN ROLL DOWN SCREEN ROLL DOWN SCREEN L2L2L2L2 L5 L5 L5 L5 L5 L5 L5 L2L6 L6 L6 L6 L6 L28" DEEP POCKET ROLL DOWN SHADES11'-0" CLG 8" DEEP POCKET ROLL DOWN SHADESL1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 8" DEEP POCKET ROLL DOWN SHADES 8" DEEP POCKET ROLL DOWN SHADES 11'-0" CLG RECESSED LED STRIP LIGHT 10" 10" 10"10"10'-0" CLG 9'-0" CLG 9'-0" CLG 8" DEEP POCKET ROLL DOWN SHADES 8" DEEP POCKET ROLL DOWN SHADES 9'-0" CLG 6" EXF 8" DEEP LIGHT COVE W/ VP LED STRIP LIGHT 10'-0" CLG VP VP 10'-0" SOFFIT 9'-0" SOFFIT 10'-0" SOFFIT 6"6"8" DEEP LIGHT COVE W/ LED STRIP LIGHT 8" DEEP LIGHT COVE W/ LED STRIP LIGHT 11'-0" T&G CLG 11'-0" CLG 11'-0" CLG 11'-0" CLG 8" DEEP POCKET ROLL DOWN SHADESRECESSED LED STRIP LIGHT 8" DEEP LIGHT COVE W/ LED STRIP LIGHT EXF EXF RECESSED LED STRIP LIGHT 10"11'-0" CLG 11'-0" CLG 10'-0" CLG 10'-0" CLG 11'-0" CLG 8" DEEP POCKET ROLL DOWN SHADES8" DEEP POCKET ROLL DOWN SHADES11'-0" CLG 11'-0" CLG OPEN TO ABOVE 10" 10"10"BEAM STUCCO FINISH BEAM STUCCO F IN ISH 1 1 8" DEEP POCKET ROLL DOWN SHADES L6 L6 L6 L6 L6 L6 L6 10'-0" SOFFIT SYMBOL LEGEND 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET DOOR JAMB SWITCH ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C. CAT 5E DATA ,PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A602 1/4"=1'-0" MAIN LEVEL REFLECTED CEILING PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A602.dwg, 2/10/2022 3:09:44 PM INFARED SAUNAELEV. BATH WIC BEDROOM #3 MASTER BEDROOM LOUNGE SUN TERRACE COVERED TERRACE BATH OFFICE/WORKOUT MASTER CLOSET MASTER BATH SUN TERRACE COVERED TERRACE COVERED TERRACE SUN TERRACE LAUNDRY MECH. MECH. SUN TERRACE L3 L3 L1 L1 L1 L1 L1 L2 L3 L2 L2 L2 L2 L6 L6 L6 L6 L6 L2 EXF VP 8" DEEP LIGHT COVE W/ VP LED STRIP LIGHT 6"9'-0" CLG 10'-0" CLG 10'-0" CLG 10'-0" CLG 10'-0" CLG 10'-0" CLG 9'-0" CLG 9'-0" CLG EXF EXF 9'-0" CLG 10'-0" CLG 8" DEEP POCKET ROLL DOWN SHADES8" DEEP POCKET ROLL DOWN SHADES RECESSED LED STRIP LIGHT 6" 8" DEEP LIGHT COVE W/ VP LED STRIP LIGHT VP VP 9'-0" CLG 10'-0" CLG 8" DEEP POCKET ROLL DOWN SHADES6"8" DEEP LIGHT COVE W/ VP LED STRIP LIGHT VP 6"8" DEEP POCKET ROLL DOWN SHADES10'-0" CLG 10'-0" CLG8" DEEP POCKET ROLL DOWN SHADES10" 10" 10" VP9'-8" CLG 10'-0" CLG9'-0" CLG 9'-0" CLG 8" DEEP POCKET ROLL DOWN SHADES8" DEEP POCKET ROLL DOWN SHADES 8" DEEP POCKET ROLL DOWN SHADES 10"10"10'-0" CLG RECESSED LED STRIP LIGHT 10" 10"9'-8" SOFFIT9'-8" SOFFIT 9'-8" SOFFIT 10'-0" CLG 6"6"8" DEEP LIGHT COVE W/ LED STRIP LIGHT 9'-0" SOFFIT 6"10'-0" CLG 1 1 3 L6 SYMBOL LEGEND 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET GROUND FAULT CIRCUIT INT. 2-WAY WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH DIMMER WALL SWITCH CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE J BOX w/OPT. FAN/LIGHT DEDICATED 20 AMP OUTLET DOOR JAMB SWITCH ARC FAULT CIRCUIT INT. WATER PROOF GFCI REC'D ADJUST. FIXTURE PULL CORD FIXTURE PUSH BUTTON ELECTRIC PANEL ELECTRIC METER DISCONNECT TELEPHONE JACK TELEVISION JACK VAPOR PROOF RECESSED RECESSED LIGHT FIXTURE FLOURESCENT FIXTURE INLINE EXHAUST FAN SMOKE DETECTOR FLOOD/SECURITY LIGHTS UNDER CABINET FIXTURE THERMOSTAT S.C. CAT 5E DATA ,PHONE & TV FLOOR OUTLET FLOOR PHONE JACK EXHAUST FAN 20 AMP AFCI GFCI WP GFCI EXFIEXFT TV Job No. 2103027D02-10-2022CUSTOM RESIDENCELOT 30- DIAMOND SANDSJENSEN BEACH, FLORIDA© PERMIT SET.PERMIT DS 09.10.2021 1 CITY COMMENTS DS 11.05.2021 2 CITY COMMENTS CL 12.20.2021 3 ID REV DS 01.27.2022 3.1 ID REV DS 02.10.2022 A603 1/4"=1'-0" UPPER LEVEL REFLECTED CEILING PLAN1 Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A603.dwg, 2/10/2022 3:11:13 PM INFAREDSAUNAELEV.BATHWICBEDROOM#3MASTERBEDROOMLOUNGESUNTERRACECOVEREDTERRACEBATHOFFICE/WORKOUTMASTERCLOSETMASTERBATHSUN TERRACECOVEREDTERRACECOVEREDTERRACESUNTERRACELAUNDRYMECH.MECH.SUNTERRACEL3L3L1L1L1L1L1L2L3L2L2L2L2L6L6L6L6L6L2L6MOUNTINGEXTERIOR LIGHTING FIXTURE SCHEDULESYMBOLFIXTURE NAMEBULB WATT & TYPEQUANTITYHEIGHT - A.F.F.MAINTOTAL3MOUNTINGL-016-F BEACHSIDE LIGHTING(CLEAR LENS / DARK BRONZE FIN.)CEILING11'-4" / 10'-4" / 10'-2"L1L-012 BEACHSIDE LIGHTING(FROSTED GLASS LENS)5W-A-NFLWALL1'-0"L2335-66TESSERA 3100CLED - GUNMETAL FIN.WALL7'-0"L32-37W AMBER FLOOD LEDLOWERNOTE:PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE(LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM.PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED.5W-A-NFLPENTAIR INTELLIBRITE 5GPOOL SIDEWALLBELOW WATERLINEL4-7-INTELLIBRITE LED 26W -RED/ORANGE COLORL5YRW-614/ALED-UV/FG/BK ALUMILITE14 WATT AMBER LEDWALL7'-0"-3-UPPER4112573FC LIGHTING FCSL1015 (CUSTOM FIN.)812630W / 2700KL6261'-0"ARCH.FEATUREUTILITYCOVEREDTERRACEELEV.COVEREDTERRACEPANTRYBEDROOM #2WICPWDRBATHCABANASPAPOOLSUNSHELFCLUBROOMWETBARGREATROOMKITCHENDININGLINEAR FIRE PITOUTDOORLIVINGPOOLTERRACEMECH.L2L2L2L2L5L5L5L5L5L5L5L2L6L6L6L6L6L2L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L6L6L6L6L6L6L621R @ 6.86" = 12'-0"6 CARGARAGEMUDROOMUNFINISHED SPACE(NON-HABITABLE SPACE)FOYERCOVEREDENTRYUP10911 UP STORAGE(NON-HABITABLE SPACE)4 3 2 9 8 7 6 5 1 20R @ 8.40" = 14'-0"L1L3L4L3L1L1L4L4L6L6L6L6L6L6L610 11 12 13 14 15 16 ELEVATOR5432176812 Job No. 2103027D02-10-2022 CUSTOM RESIDENCE LOT 30- DIAMOND SANDS JENSEN BEACH, FLORIDA© PERMIT SET .PERMITDS09.10.20211CITY COMMENTSDS11.05.20212CITY COMMENTSCL12.20.20213ID REVDS01.27.20223.1ID REVDS02.10.2022A6101/4"=1'-0"UPPER LEVEL LIGHTING PLAN11/8"=1'-0"MAIN LEVEL LIGHTING PLAN11/8"=1'-0"LOWER LEVEL LIGHTING PLAN1Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A610.dwg, 2/10/2022 3:11:47 PM 1-1/2"=1'-0"NTS1 1/2"=1'-0"METAL FRAMING (25ga) @ 24" O.C.MAX.ATTACH METAL SILL & TOP CHANNEL TO CONC. W/POWER FASTENERS 24" O.C., MAX.W15/8" DRYWALL EA. SIDE **SEE NOTE**1-HOUR RATEDASSEMBLY**see note**W2-5/8" GYP BD. TYPE 'X' OR CEMENT BOARD (SEE PLAN)-METAL FRAMING (25ga) @ 24" O.C. MAX.-MIN. R-11 BATT INSULATION-5/8" GYP BD. TYPE 'X' OR CEMENT BOARD (SEE PLAN)NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON-TILED WALLS NOT 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**SEE PLAN 5/8" SEE PLAN 5/8"SOUND INSULATIONIF REQUIRED(VERIFY w/ OWNER)W1SSOUND INSULATION, IF REQUIRED(VERIFY w/ OWNER)24" MAX.1 1/2"=1'-0"P.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 CASINGNTS1 1/2"=1'-0"METAL JOISTMETAL JOIST TRACK ATTACH TOCONCRETE WALL W/ 14" TAPCONS16" O.C. OR TO STUD WALL WITHMETAL SCREWS @ EA.VERTICAL.CMU 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.ATTACHED W/ #10 12" SMS OR AMRSTRONGDRYWALL GRID SYSTEM (SUSPENDEDFROM STRUCTURE 4' O.C. MAX.)W2W1-1 1/2"=1'-0"-1 1/2"=1'-0"NOTES:SECTION VIEWCP-25 CAULK NOTE:SECTION VIEWHOURLY RATINGNUMBER OF LAYERS OFFIRE RATED GYPSUM ONSTEEL STUDWOOD ORSECTION VIEWFIRE RATED GYPSUM WALL BOARD2 ---------------- 21 ---------------- 1EACH SIDE OF STUD WALLWRAP PIPE WITH FS-195 WRAP/STRIP 1" (25mm)WIDE. (SEE NOTE 1) TO FILL GAP. FRICTION FITINTO OPENING OR SECURE WRAP TO PIPE WITH 18GAUGE STEEL TIE WIRE AND SLIDE INTO OPENINGFLUSH WITH EXTERIOR PANEL OF FIRE RATEDWALL BOARD. (SEE NOTE 2)METAL PIPE ORFIBERGLASS INSULATEDMETAL PIPE.SEAL ENTIRE EDGE ANDSEAMS WITH 1/4" (6mm)LAYER OF CP-25 N/S CAULKNOTES:1. IF ANNULAR SPACE IS LESS THAN 1/2" (13mm), AND INSULATION THICKNESS ONPIPE IS 1" (25mm) OR LESS, USE ONE WRAP OF 1" (25mm) WIDE FS-195 AS SHOWN. 2"(51mm) WIDE WRAPS MUST BE USED IF EITHER OF THE FOLLOWING CONDITIONSEXISTS: A. ANNULAR SPACE EXCEEDS 1/2" (13mm) B. PIPE INSULATION THICKNESSIS GREATER THAN 1" (25mm) THIS DESIGN IS RECOMMENDED FOR METAL PIPE ANDINSULATED METAL PIPE WITH 3" (76mm) OR LESS OF FIBERGLASS INSULATION.SPACE BETWEEN SURFACE OF PENETRANT AND WALL BOARD MUST ACCOMODATEAT LEAST 1 WRAP OF FS-195 PER INCH (25mm) OF PIPE INSULATION. ANY REMAININGANNULAR SPACE TO BE FILLED WITH ADDITIONAL FS-195 WRAPS UNTIL ANNULARSPACE IS LESS THAN 1/4" (6mm). FILL REMAINING 1/4" (6mm) WITH CP-25 N/S CAULK.THE MINIMUM ANNULAR SPACE FOR THIS DESIGN IS 1/4" (6mm): THE MAXIMUMANNULAR SPACE IS 3" (76mm).2. INSTALL 3M FIRESTOP ON BOTH SIDES OF WALL.3. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814(UL1479) TIME TEMPERATURE FIRE CURVE. UL CLASSIFICATION PER SYSTEM #147.DAMMING MATERIAL (FIBERGLASSINSULATION, BACKER ROD OR MINERALWOOL) ENOUGH TO SUPPORT WEIGHT OFCP-25 S/L CAULK.FILL GAP COMPLETELY AROUNDPIPE WITH CP-25 S/L CAULK(SEE NOTES 3 - 5)1,2,3 OR 4 HOUR FIRE RATEDCONCRETE FLOOR SLABMETAL PIPEOR CONDUITUSE CP-25 N/S NO-SAG CAULK ON VERTICALSURFACES AND ON HORIZONTAL SURFACESWHEN FILLING GAPS FROM BELOW.USE CP-25 S/L SELF-LEVELING CAULK ONHORIZONTAL SURFACES WHEN FILLINGGAPS FROM ABOVE THE PENETRATION.1, 2, 3 OR 4 HOUR RATEDCONCRETE BLOCK WALL.FOR SOLID CONCRETEWALL (SEE NOTE 1)METAL PIPEOR CONDUITDAMMINGMATERIALCP-25 N/S CAULKBOTH SIDES OF WALL(SEE NOTES)1. FOR SOLID CONCRETE WALLS, CENTER CP-25 N/S CAULKWITHIN WALL WITH DAMMING MATERIAL ON ONE SIDE.2. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCEPER ASTM E-814 (UL1479) FIRE TEST AND ULCLASSIFICATIONFIRE STOP SYSTEM 49.3. WET INSTALLED DEPTH OF CP-25 CAULKS DEPENDS ONTYPE AND SIZE OF PIPE: AND DESIRED FIRE RATING.4. UP TO 40% SHRINKAGE OF CP-25 N/S OR S/L CAULK ISACCEPTABLE AFTER INITIAL WET DEPTH INSTALLATION.5. MAXIMUM ANNULAR SPACE TO BE FILLED IS 2 1/2" (64MM).WET DEPTH1/2" (13mm)1" (25mm)PIPE SIZE MAX8" (203mm) MAX8" (203mm)FIRE RATING1 - 2 HOURS3 - 4 HOURSMETAL FRAMING(SEE WALL TYPE & FLOOR PLANS)CMU WALL OR CAST IN PLACECONCRETE(SEE STRUCTURAL DWG's)FURRING SEE (SEE WALLSECTION & FLOOR PLANS)INSULATIONEXTERIOR FINISH(SEE ELEV.)58" GYP. BD. FINISH (SEE WALLTYPE & FLOOR PLANS)SOUND INSULATION(SEE WALL TYPE & FLOOR PLANS)GYP. BD. FINISH(SEE WALL TYPE & FLOOR PLANS)1 1/2"=1'-0"1 1/2"=1'-0"CMU WALL OR CAST INPLACE CONCRETE(SEE STRUCTURALDWG's)W4INTERIORSPACENOTE:**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**INTERIORINTERIORINTERIORSPACECMU WALL OR CAST INPLACE CONCRETE(SEE STRUCTURALDWG's)W3EXTERIOREXTERIORSIDEINTERIORSIDENOTE:**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**5/8" STUCCO FINISH(VERIFY FINISH & COLOR)INTERIOR1 1/2"=1'-0"W3W458" DRYWALL (USE MOLD RESISTANT DRYWALLON ALL EXTERIOR PERIMETER WALLS)ON MIN. 78" CHANNELS @ 16" O.C. MAX. WITHR-4.1 RIGID INSULATION (MINIMUM) @ ONESIDE OF WALL ONLY58" DRYWALL (USE MOLD RESISTANT DRYWALLON ALL EXTERIOR PERIMETER WALLS)ON MIN. 78" FRAMING @ 16" O.C. MAX. WITHR-4.1 RIGID INSULATION (MINIMUM) @ ONESIDE OF WALL ONLY1 HR RATED ASSEMBLY5/8" GYP BD. TYPE 'X' ORCEMENT BOARD (SEE PLAN)5/8" STUCCO1" 4" MIN. 4" MIN.C.M.U. WALL -REFER TODRAWINGS FORDETAILS.J BEADVERTICAL WALL PANFLASHING NAILED TOWALL WITH 30°, 1"RETURN.EXTENDELASTOFLEXSAP UP WALLBEHINDCOUNTER-FLASHINGMIN. 4".PEEL AND STICKELASTOFLEX SAP BYPOLYGLASS. INSTALLPER MANUF SPEC.AND TO MEET ALLCODES.3# LEAD. FORM LEADTO CONTOUR OFROOFING MATERIAL.EXTEND ELASTOFLEXSAP UP WALLBEHIND COUNTER-FLASHING 8" MIN.5/8" STUCCOSEALANTFORMED METALCOUNTER-FLASHINGFLAT LOCK SEAMEDTO 3# LEAD.TAPCONSTUCCO STOPSCREED8" C.M.U. WALL-REFER TODRAWINGS FORDETAILS1 1/2"=1'-0"JOIST: 2x4's PT @ 16" O/CIF OVER 48' SPAN, ADD BRACE2 TAPCONS TO CONC. DECKP.T. 2X4'S @ PERIMETER TAPCON TO CONC.W/ 1/4" x 1 1/2" EMBED@ 16" O.C.MAKE CROSS TEE'S2X4'S PT @ 16" O.C.8"BRACE 2X4 PT W/3-10d EA. END T&G NAILED TP 2X4'S(2X4 FLAT P.T.)48" maxW/ 2-8d PER JOIST(2) 1/4" X3" TAPCONS2X4 PT X8" LONG W/ TEMP'D GLASSENCLOSUREFINISH TILEOR MARBLE CAP1/8" MASTICWATERPROOFING MEMBRANE MUSTEXTEND MIN 3" BEYOND THRESHOLDSAND ROUGH JAMBSSLOPE TODRAIN 14"/ FT.1/2" DUROCKBOARDSHOWER TILE+- 4"(2) 2X4P.T. CURB3" MIN.3" MIN1/2" DUROCKBOARDWALL (SEEFLOOR PLANS)NOTE:FLANGED DRAIN FORWATER TIGHT JOINTWITH FLOORSLOPE TODRAIN 14"/ FT.SUBSTRATE(SEEFLOOR PLANS)6" MIN 112" MIN VARIESSTUCCO KERF, TYPSLOPE BALCONYTOPS TO TROUGHDRAINNON-SKID STONE FLOORING ONEPOXY BASED SETTING MATERIAL& GROUT OVER TRAFFIC COATING(NO PHOSPHATE BASED MORTAR)TRAFFIC COATINGWRAP OVER EDGE 3" MINSLOPETO DRAINSLOPETO DRAINDROPPED DOWN CEILINGSEE CEILING PLANTROUGH POUREDINTEGRAL WITHBALCONY FOR DRAININGEXTERIOR FINISHSEE ELEVATIONCOORDINATE DRAINPIPES W/ CIVIL.CUT SLOTS IN FLOORING OVER DRAIN2020 FLORIDA BUILDING CODE-RESIDENTIALNOTE: PER SECTION P2705 INSTALLATION, ITEM #5:"THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BELESS THAN 15 INCHES FROM ADJACENT WALLS OR PARTITIONS ORNOT LESS THAN 15 INCHES FROM THE CENTERLINE OF A BIDET TOTHE OUTERMOST RIM OF AN ADJACENT WATER CLOSET. THERESHALL BE AT LEAST 21 INCHES CLEAR IN FRONT OF THE WATERCLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR.3/8"=1'0"21"MIN.15"MIN.15"MIN. ℄21"MIN.A803Job No. 2103027D02-10-2022 CUSTOM RESIDENCE LOT 30- DIAMOND SANDS JENSEN BEACH, FLORIDA© PERMIT SET .PERMITDS09.10.20211CITY COMMENTSDS11.05.20212CITY COMMENTSCL12.20.20213ID REVDS01.27.20223.1ID REVDS02.10.2022Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A803.dwg, 2/10/2022 3:12:24 PM WOOD DOOR(SEE DOOR SCHEDULE)PRE-HUNG WOODDOOR FRAMEMETAL STUD PARTITION w/GYPSUM WALLBOARD(SEE WALL TYPES)PROVIDE SHIMS AS REQUIREDWOOD CASING, BY OWNERPRE-HUNG WOOD DOORFRAMEMETAL STUD PARTITION w/GYPSUM WALLBOARD(SEE WALL TYPES)PROVIDE SHIMS ASREQUIREDWOOD CASING BY OWNERWOOD DOOR(SEE FLOOR PLAN)PRE-HUNG WOOD DOOR FRAMEDOOR STOP BEYONDCONCRETE FLOOR SLAB(SEE FOUNDATION PLAN)FINISH FLOOR VARIES BYROOM(VERIFY SPEC's w/ OWNER)DOOR STOPDOOR STOPWOOD DOOR(SEE FLOOR PLAN)BLOCKING AS REQ'DBLOCKING AS REQ'DT6P212" MINIMUM STEEL INSULATED IMPACT RATEDOVERHEAD DOOR w/ WOOD VENEERINSTALL PER PRODUCT APPROVALRECESS IN CONCRETECORNER BEADINDICATES SKIM COAT PLASTER w/ SMOOTH FINISHCMU WALL OVER PRECASTLINTEL OR POURED CONC.BEAM, SEE STRUCT.STONE SURROUND IFAPPLICABLECORNER BEADDRIP KERF INSTUCCO RETURNWD. MOULD OVER1X6 SMOOTHCEDAR BD. OVER1X PT. FURRINGSTEEL INSULATED IMPACTRATED OVERHEAD DOOR w/WOOD VENEER INSTALL PERPRODUCT APPROVAL2X6 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.SEE PLANS STONE OR STUCCOEXTENSION JAMBDOOR JAMB EXTENSIONSTONE OR BRICK PAVERS,RISERS & THRESHOLD (TYP.)34"RECESS CONCRETESLAB TYP.FRENCH DOOR &ALUM. THRESHOLD,INSTALL PERPRODUCT APPROVALWOOD CASING, PAINT GRADE(VERIFY w/ OWNER)*CAULK AS REQUIREDNOTES:1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED.2. VERIFY HINGE SIDE w/ FLOOR PLAN.VULKEM TRAFFIC COATINGNOTES:1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED.2. VERIFY HINGE SIDE w/ FLOOR PLAN.NOTES:1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED.2. VERIFY HINGE SIDE w/ FLOOR PLAN.SLOPESLOPEMOULD & 1X6 SMOOTHCEDAR BD.CAST STONESURROUND, BEYONDSTUCCO RETRUNINDICATES STEEL INSULATED DOOR w/ WOOD VENEER(SEE DOOR SCHEDULE)TILE OR EPOXY FLOOR(VERIFY w/ OWNER)INDICATES CONCRETE SLAB(SEE STRUCTURAL DWG's)DRIVEWAY PAVERS (VERIFY w/OWNER)112"=1'-0"12" MINIMUM STUCCO w/SMOOTH FINISHPRECAST LINTEL ORPOURED BEAM(SEE STRUCTURAL DWG's)1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY INTERIOR OROWNERIMPACT RATED FRENCHDOOR INSTALL PERPRODUCT APPROVALSTONE SURROUND &RETURN, SEEELEVATIONSBEI WETFLASH PM 7000WATERPROOFING MEMBRANEAROUND PERIMETER OF ALLDOOR BUCKS. MEMBRANE TOEXTEND 12" MIN. FROMHEADER, JAMBS AND SILL ONBOTH SIDES,TYPICAL.4"4"1X4 P.T. BUCK W/ 14"TAPCONS 112"EMBED@ 12" O.C., 2"MAXFROM CORNERS.1" RECESS @ DOORTHRESHOLDFINISHED FLOOR, BYOWNER12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY INTERIOROR OWNERWATERPROOFING INSIDE &FACE OF OPENINGS, SEESPECS.FILLED CELL ORPOURED COL., SEESTRUCT.STONE SURROUND &RETURN, SEEELEVATIONSSTONE OR BRICKTHRESHOLDIMPACT RATED FRENCHDOOR INSTALL PERPRODUCT APPROVALSTUCCO w/SMOOTH FINISH*CAULK AS REQUIRED112"=1'-0"*CAULK AS REQUIRED112"=1'-0"12" MINIMUM STUCCO w/SMOOTH FINISHPRECAST LINTEL ORPOURED BEAM(SEE STRUCTURAL DWG's)1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY INTERIOR OROWNER2X4 P.T. BUCK W/ 14" TAPCONS114" EMBED @ 8" 0.C. MAX, 2"FROM CORNERIMPACT RATED FRENCHDOOR INSTALL PERPRODUCT APPROVALSTONE SURROUND &RETURN, SEEELEVATIONSBEI WETFLASH PM 7000WATERPROOFING MEMBRANEAROUND PERIMETER OF ALLWINDOW BUCKS. MEMBRANETO EXTEND 12" MIN. FROMHEADER, JAMBS AND SILL ONBOTH SIDES,TYPICAL.12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY INTERIOROR OWNERBEI WETFLASH PM 7000WATERPROOFING MEMBRANEAROUND PERIMETER OF ALLWINDOW BUCKS. MEMBRANETO EXTEND 12" MIN. FROMHEADER, JAMBS AND SILL ONBOTH SIDES,TYPICAL.FILLED CELL ORPOURED COL., SEESTRUCT.STONE SURROUND &RETURN, SEEELEVATIONSEXTERIOR STONE SILLIMPACT RATED WINDOWINSTALL PER PRODUCTAPPROVALSTUCCO w/SMOOTH FINISHINTERIOR SILL, SEE BY INTERIOROR OWNER*CAULK AS REQUIRED112"=1'-0"12" MINIMUMBEI WETFLASH PM 7000WATERPROOFING MEMBRANEAROUND PERIMETER OF ALLWINDOW BUCKS. MEMBRANETO EXTEND 12" MIN. FROMHEADER, JAMBS AND SILL ONBOTH SIDES,TYPICAL.STUCCO w/SMOOTH FINISHPOURED CONCRETE SILL(SEE STRUCTURAL DWG's)1X6 P.T. NAILERDRYWALL SEE WALLSECTIONSIMPACT RATED FRENCHDOOR INSTALL PERPRODUCT APPROVALSILL & APRON BY INTERIOROR OWNERSTONE OR STUCCOEXTENSION JAMBCAST STONE SILL,SEE PROFILES1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND170 MPH WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2010 AND ALL APPLICABLE CODES.2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW &DOOR SPECIFICATIONS.3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEATGAIN.4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGC)AS INDICATED IN THE ENERGY CALCULATIONS.5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTEDWINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT.6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS.7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOININGMATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEETCODE FOR LOADS.8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS,MUNTIN BARS, AND OVERALL CONFIGURATION.9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY.WD. MOULD OVER 1X6 SMOOTH CEDARBD. OVER 1X PT. FURRINGSTUCCO w/SMOOTH FINISHFILLED CELL ORPOURED COL. ATCMU WALL, SEESTRUCT.2X6 P.T. BUCK W/ 14" TAPCONS W/ WASHERS 114"EMBED @ 8" 0.C. MAX, 2" FROM CORNERSTONE SURROUNDIF APPLICABLE, SEE ELEVATIONSBEI WETFLASH PM 7000 WATERPROOFINGMEMBRANE AROUND PERIMETER OF ALLDOOR BUCKS. MEMBRANE TO EXTEND12" MIN. FROM HEADER, JAMBS AND SILLON BOTH SIDES,TYPICAL.T6P2STUCCO w/SMOOTH FINISHINDICATES SKIM COATPLASTER w/ SMOOTHFINISHBEI WETFLASH PM 7000 WATERPROOFINGMEMBRANE AROUND PERIMETER OF ALLDOOR BUCKS. MEMBRANE TO EXTEND12" MIN. FROM HEADER, JAMBS AND SILLON BOTH SIDES,TYPICAL.*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"12" MINIMUM1X6 P.T. NAILERDRYWALL SEEWALL SECTIONSCASING BY INTERIOROR OWNERBEI WETFLASH PM 7000WATERPROOFING MEMBRANEAROUND PERIMETER OF ALLDOOR BUCKS. MEMBRANE TOEXTEND 12" MIN. FROMHEADER, JAMBS AND SILL ONBOTH SIDES,TYPICAL.FILLED CELL ORPOURED COL., SEESTRUCT.STUCCO RETURNSTONE OR BRICKTHRESHOLD2X6 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 PRODUCTAPPROVALSTUCCO w/SMOOTH FINISH214"ATTACH DOOR FRAMEPER LATEST NOA PRODUCTAPPROVALSJAMB EXTENSION AS NEEDED4"2"ALUMINUM BI-PARTINGSLIDING GLASS DOOR(SEE DOOR SCHEDULE)*ADJUST FINISH FLOOR ASNECESSARY TO FINISH OUT FLUSHw/ SLIDING GLASS DOOR SILLRISERCONCRETE FLOOR SLABEXTERIOR LANAIFLOOR FINISHCONCRETE FLOORSLAB*ATTACHMENT PERMFG. SPEC's4" MAX.*CAULK AS REQUIREDSLIDING GLASSDOOR SILL RISER(SEE MFG. SPEC's)112"=1'-0"214"JAMB EXTENSION AS NEEDED2X6 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 NEEDED2X6 P.T. BUCK W/ 1/4" DIA. x1-3/4" EMBED. @ 12" O.C., 6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCE214"214"2X6 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 NEEDED214"2X6 P.T. BUCK W/ 1/4" DIA.x 1-3/4" EMBED. @ 12" O.C.,6" E.E.PROVIDE 2-1/4" MASONRYEDGE DISTANCEACCEPTABLE WATERPROOFING1. THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUNDPERIMETER OF ALL WINDOW OPENINGS. EXTEND 9" MIN. AROUND PERIMETER FACE2. VULKEM 350NF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING &10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12" MINIMUM AROUNDPERIMETER FACE.RECOMMENDED WATERPROOFING BE PROVIDED @ THE COLD JOINT BETWEEN THE DECK &THE SUB-FLOOR TO PREVENT WATER INTRUSION.RECOMMEND WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOORPERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE RETURN; 2" OUTAWAY FROM THE EXTERIOR FACE OF THE WALL; & SIX TO EIGHT INCHES UP THE EXTERIORFACE OF THE WALLRECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD TO BE PROVIDEDAFTER STUCCO @ THE JUNCTION OF THE CONCRETE SLAB & THE EXTERIOR FACE. CANT BEADTO TIE INTO THE SLIDING GLASS DOOR PERIMETER SEALANT.TRAFFIC COATING TO BEUSED ON BALCONY SURFACESMEMBRANEWATERPROOFINGSTUCCOCANT BEADSLIDING GLASS DOORFRAME SILLEXTERIOR WALL34"=1'-0"HEAD 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.A804Job No. 2103027D02-10-2022 CUSTOM RESIDENCE LOT 30- DIAMOND SANDS JENSEN BEACH, FLORIDA© PERMIT SET .PERMITDS09.10.20211CITY COMMENTSDS11.05.20212CITY COMMENTSCL12.20.20213ID REVDS01.27.20223.1ID REVDS02.10.2022Y:\DelrayProjects\!RESIDENTIAL\2103027- ANDERSEN RESIDENCE\SheetFiles\ANDERSEN RESIDENCE_A804.dwg, 2/10/2022 3:12:53 PM