THIS IS A "BUILDER'S TYPE" SET OF CONSTRUCTION WORKING DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE ALL DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES, AND ALL PHASES AND TRADES REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH, FIXTURE AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER OR HIS AUTHORIZED AGENT. • ALL WORK TO BE PERFORMED SHALL BE DONE IN A FIRST - CLASS WORKMANSHIP LIKE MANNER & COMPLY W/ ALL CURRENT GOVERNING CODES & REGULATIONS. • PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS MIN. ALWAYS USE EXPERIENCED INSTALLERS, DELIVER, HANDLE & STORE MATERIALS IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. • FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE. AND DETAIL DRAWINGS IN PREFERENCE TO SMALLER SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR ERECTION OF ANY PORTION OF THIS PROJECT. • ALL SHOP DRAWINGS SUBMITTALS SHALL INDICATE MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS & RELATIONSHIP TO ADJACENT CONSTRUCTION. SHOP DRAWINGS SHALL BE PREPARED & STAMPED BY A QUALIFIER LICENSED ENGINEER OR SIMILAR LICENSED PROFESSIONAL IN THE JURISDICTION OF THE PROJECT. • ALL MATERIAL, SYSTEMS & PRODUCT INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS & APPROVED SUBMITTALS. INSTALL MATERIALS & SYSTEMS IN PROPER RELATION W/ ADJACENT CONSTRUCTION & W/ UNIFORM APPEARANCE. • ALLOW FOR EXPANSION & CONTRACTION AS REQUIRED. ALWAYS COORDINATE W/ WORK OF OTHER SECTIONS, REPLACE DAMAGED UNITS, CLEAN & PROTECT WORK & ADJACENT CONSTRUCTION FROM DAMAGE. • MOCK - UPS SHALL BE PROVIDED AS REQUIRED / REQUESTED TO DEMONSTRATE QUALITY OF MATERIALS & WORKMANSHIP. • ALWAYS TAKE FIELD MEASUREMENTS PRIOR TO FABRICATION. FORM TO REQUIRED SHAPES & SIZES WITH TRUE STRAIGHT EDGES, LINES & ANGLES. PROVIDE LIGHT - TIGHT HAIRLINE JOINTS. • COMPLY WITH SPECIFIED STANDARDS AS A MINIMUM QUALITY OF WORK EXCEPT WHERE MORE STRINGENT CONDITIONS, TOLERANCE, CODES OR SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. • IF ANY ERRORS, OMISSIONS OR CONTRADICTIONS APPEAR IN THESE CONSTRUCTION WORKING DRAWINGS, SPECIFICATIONS OR OTHER CONSTRUCTION DOCUMENTS: THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING. NO WORK SHALL CONTINUE UNTIL SUCH AS THE ERROR, OMISSION OR CONTRADICTION HAS BEEN RECTIFIED. GIVING OF SAID NOTICE TO THE ARCHITECT DOES NOT RELIEVE THE BUILDER OF HIS RESPONSIBILITY TO CHECK, VERIFY AND COORDINATED THE DIMENSIONS OR ANY OTHER PORTION OF THE CONSTRUCTION DOCUMENTS, OR FOR THE COST OF RECTIFYING THE SAME. • BIDDERS AND BUILDERS ARE HEREBY NOTIFIED OF THEIR RESPONSIBILITY FOR VERIFYING, COORDINATING AND ADJUSTING THIS/ANY "TYPICAL" INFORMATION AS REQUIRED FOR THIS SPECIFIC PROJECT. VERIFICATION SHALL BE OBTAINED FROM THE PROJECT OWNER OR HIS AUTHORIZED AGENT PRIOR TO SUBMITTAL OF BIDS OR START OF CONSTRUCTION. 01 - GENERAL DATA 02 - SITE CONSTRUCTION 03 - CONCRETE 04 - MASONRY 06 - WOOD & PLASTICS THE FOUNDATION SYSTEM HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF (2,000) POUNDS PER SQUARE FOOT. THE BUILDER SHALL BE RESPONSIBLE FOR VERIFYING THE BEARING CAPACITY OF THE SITE. IF THE MINIMUM SOIL BEARING CAPACITY CAN NOT BE ACHIEVED, THE BUILDER SHALL NOTIFY THIS OFFICE OF THE EXISTING CONDITIONS AND SUPPLY A COPY OF THE SOIL ENGINEER'S REPORT. NO CONSTRUCTION SHALL COMMENCE UNTIL AN ACCEPTABLE SOIL BEARING CAPACITY IS ACHIEVED AND IS CERTIFIED OR UNTIL THE FOUNDATION SYSTEM IS RE - DESIGNED, AT THE OWNERS EXPENSE, TO ACHIEVE THE REQUIRED BEARING CAPACITY. SOIL PREPARATION AND COMPACTION SHALL BE DONE AS FOLLOWS: A. SOIL TEST SHALL DETERMINE HOW GROUND PREPARATION IS TO BE DONE.IF SOIL TEST WARRANTS EXTREME MEASURES DISREGARD A THROUGH G, USE SOIL TEST REPORT RECOMMENDATIONS BY GEOTECHNICAL ENGINEER B. STRIP ON FOOT OF EXISTING SOIL THREE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. C. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATOR ROLLER. D. CHECK DENSITY OF 95% OF MODIFIED PROCTOR HAS BEEN REACHED FOR A DEPTH OF TWO (2) FEET BELOW COMPACT SURFACE BEFORE ADDING FILL. E. AFTER EXISTING GROUND HAS REACHED MINIMUM DENSITY OF 95%, FILL SHALL BE PLACED IN SIX (6) INCH LIFTS & COMPACTED TO ACHIEVE APPROVED DENSITY BEFORE NEXT LIFT IS ADDED. F. FILL SHALL BE A - 3 SAND FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. G. VERIFICATION OF TEST FOR MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D - 1557, AASHO - 180 SHALL BE FILED WITH BUILDING OFFICIAL. PROVIDE SOIL TREATMENT FOR TERMITE CONTROL WITH A MINIMUM 5 YEARS MANUFACTURER'S WARRANTY. FORMULATE & APPLY TERMICIDES ACCORDING TO THE "EPA - REGISTERED" LABEL. GAS ENERGY DISTRIBUTION : IF REQUIRED DUE TO APPLIANCE AND OTHER SYSTEM SELECTIONS, PROVIDE PIPED DISTRIBUTION SYSTEM, SPECIALTIES & ACCESSORIES. ALL ELEMENTS SHALL COMPLY W/ ANSI Z223, NFPA 54 OR IFGC & LOCAL CODES FOR MATERIALS, INSTALLATION, TESTING, INSPECTION & PURGING. ALL CONCRETE SHALL BE FROM A DESIGN MIX OF (2,000) POUNDS PER SQUARE INCH AT (28) DAYS. PORTLAND CEMENT SHALL BE TYPE I OR II, CONFORMING TO A.S.T.M. #C - 33. VIBRATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION #ST - 26. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR (7) DAYS AFTER PLACEMENT. • ALL CONCRETE WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. - 301). REINFORCED CONCRETE SHALL BE DESIGNED PER AC1 - 318 LATEST EDITION. MIN. CONCRETE CLEAR COVER: FOUNDATIONS ----------------- 3" BEAMS ----------------------------- 11/2" TO STIRRUPS COLUMNS ------------------------ 3/4" SLABS NOT EXPOSED TO WEATHER -- 3/4" SLABS EXPOSED TO WEATHER --------- 11/2" SEE FOUNDATION PLANS FOR ALL VERT REINFORCING. ALL VERTICAL REINFORCING TO EXTEND INTO UPPER MOST BEAM OR PARAPET TOP BLOCK. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTINGS/PADS, LOAD BEARING WALLS, STEEL/ CONCRETE/ WOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMS/ TIE BEAMS AND HEIGHT ELEV. OF EACH WITH TRUSS MANUFACTURERS SHOP DRAWINGS BEFORE THE POURING OF CONCRETE FOOTINGS/PADS AND SLAB. FORM WORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS WALLS AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI - 347, "RECOMMEND PRACTICE FOR CONCRETE FORM WORK" SEE STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL REQ'S. - AS NEEDED HOLLOW CORE MASONRY UNITS USED IN EXTERIOR WALLS SHALL CONFORM WITH THE REQUIREMENTS OF THE "SPECIFICATIONS FOR HOLLOW LOAD - BEARING CONCRETE MASONRY UNITS", A.S.T.M. #C - 90. CONTRACTOR SHALL ADEQUATELY AND RIGIDLY BRACE ALL MASONRY WALLS UNTIL ROOF STRUCTURE IS COMPLETELY ERECTED. THE UNIT MASONRY AND REINFORCING IS DESIGNED IN ACCORDANCE WITH AIC 530, ASCE 5 & 6 / TMS 402 & F.B.C. SECTION 2122 REQUIREMENTS. ALL MASONRY UNIT CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE AIC 530.1, ASCE 6 / TMS 602 HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAUGE LADDER TYPE DUR - A - WALL (ASTM CLASS B - 2, HOT DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER ) UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM OF 8". GROUT FOR FILLED CELLS SHALL COMPLY W/ F.B.C. 2122.8.4 THRU 2122.8.10 AND MUST BE POURED OR PUMPED IN LIFTS NOT TO EXCEED EIGHT (8) FEET IN HEIGHT, AND SHALL BE CONSOLIDATED AT TIME OF POURING BY RODDING OR VIBRATING. U.O.N. PROVIDE MAX. 8" - 11" GROUT SLUMP OR SELF CONSOLIDATED GROUT TO COMPLY W/ TMS 602/ACI 530.1/ASCE 6. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAR DIAMETER. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x BAR DIAMETER NOR 10 FT. TYPE 'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C - 270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS THAT ARE TO BE FILLED. ALLOW MIN. 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS CONC. MASONRY - MINIMUM SPACING FOR CONTROL JOINTS: • AS A RATIO OF PANEL LENGTH TO HEIGHT L/H = 3 • WITH PANEL LENGTH " L "NOT TO EXCEED = 50' SEE STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL REQ'S. - AS NEEDED. 08 - DOORS & WINDOWS EMERGENCY EGRESS OPENINGS SHALL BE PROVIDED IN ALL ROOMS INTENDED FOR SLEEPING, OR WHICH COULD BE SLEEPING ROOMS. EACH OF THESE ROOMS SHALL HAVE AT LEAST (1) WINDOW OR EXTERIOR EXIT DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. WHERE WINDOWS ARE APPROVED AS A MEANS OF EGRESS, THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN (44) INCHES ABOVE THE FLOOR. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM NET CLEAR OPENING OF (5.7) SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE (24) INCHES. THE NET CLEAR OPENING WIDTH SHALL BE (20) INCHES. 05 - METALS 07 - THERMAL & MOISTURE CONTROL THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURE AT STEEL SHALL BE ASTM A - 36, fy = 36 ksi FOR ANGLES, PLATES AND W - SHAPES. STRUCTURAL TUBING SHALL BE ASTM A - 500, GRADE 'B', fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A - 53, GRADE 'B', TYPE 'E' OR 'S', fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE FILLED IN THE SHOP, ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITIVE PAINT (TWO COATS FOR EXPOSED TO WEATHER). ANCHOR BOLTS AT ANCHOR BASES SHALL BE ASTM A - 307 - N BOLTS WITH DOUBLE NUT LEVELING. ALL OTHER BOLTS SHALL BE A - 325 - N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE (TURN OF THE NUT) METHOD. STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL BE ASTM GRADE A - 572 Fy=50 KSI. ALL OTHER STEEL SHAPES SHALL BE ASTM DOMESTICALLY PROVIDED. ANCHOR BOLTS SHALL BE ASTM A36 (UNO) THREADED EACH END WITH NUT AT BOTTOM TACKED WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART BELOW FOR EMBED. FURMAN FAMILY Residential Alteration PROJECT TEAM WELDS SHALL HAVE ONE COAT OF RUST INHIBITIVE PAINT. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER. ALL WELDS SHALL BE INSPECTED AND CERTIFIED BY THE ERECTOR. WASHERS TO CONFORM TO AMERICAN NATIONAL STANDARD TYPE A PLAIN STEEL, ANSI B.22.1. FINISH TO BE ZINC PLATED. DAMPPROOFING: EXCEPT AS OTHERWISE INDICATED, APPLY DAMPPROOFING TO ALL EXTERIOR BELOW GRADE SURFACES OF EXTERIOR UNDERGROUND WALLS IN CONTACT W/ EARTHWORK & BACKFILL WHICH IS ABOVE FLOOR LEVEL - APPLY MINIMUM OF 30mils THICK, 7gal / S.F. TROWEL - APPLIED FIBRATED ASBESTOS FREE EMULSION COMPLYING W/ ASTM D 1227 TYPE II INSULATION: PROVIDE INSULATION W/ FIRE RESISTIVITY AS PER ASTM E119 , ASTM E84 & E136 , AS APPLICABLE, & CORRESPONDING TO PRODUCTS LISTED IN " UL FIRE RESISTANCE DIRECTORY" OR "BUILDING MATERIALS DIRECTORY" - SUBMIT PRODUCT DATA FOR EACH FORM & TYPE OF INSULATION INDICATED. PROVIDE THERMAL INSULATION & VAPOR RETARDERS AS DEPICTED ON DRAWINGS. ALL MATERIAL & INSTALLATIONS SHALL COMPLY WITH THE LATEST EDITION OF: • BOARD INSULATION --------------- ASTM C 578 & ASTM C 612 • BLANKET/BATT INSULATION ---- ASTM C 665, TYPE I & III • LOOSE FILL INSULATION ------ ASTM C 739 & ASTM C 764 • SPRAY APPLIED INSULATION -------- ASTM C 1029 • VAPOR RETARDER (NOT INTEGRAL TO INSUL.) 2 PLY, 6 TO 10 MILS. • INSTALL VAPOR RETARDER OVER ENTIRE AREA OF EXTERIOR WALLS AND ELSEWHERE AS INDICATED ON DRAWINGS. SEAL ALL SEAMS, AROUND THE PERIMETER & PENETRATIONS WITH SEAM TAPES. FLASHING: SHALL BE INSTALLED AS NECESSARY TO PREVENT THE ENTRANCE OF WATER & MOISTURE OR TO REDIRECT IT TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR / WINDOW ASSEMBLIES, PENETRATIONS, TERMINATIONS & INTERSECTIONS OF EXTERIOR WALL ASSEMBLIES WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES & SIMILAR PROJECTIONS, AS WELL AS BUILT - IN GUTTERS & OTHER SIMILAR LOCATIONS. FLASHING W/ PROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES & ENDS OF COPINGS, UNDER SILLS & CONTINUOUSLY ABOVE PROJECTING TRIM(S). FLASHING AND WEEP HOLES SHALL BE LOCATED IN THE FIRST COURSE OF MASONRY ABOVE FINISHED GROUND LEVEL ABOVE THE FOUNDATION WALL OR SLAB, & OTHER POINTS OF SUPPORT, SHELF ANGLES & LINTELS W/ EXTERIOR VENEERS ANCHORED TO THEM • FLASHING SHALL BE INSTALLED AS PER MANUFACTURER'S SPEC'S, FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/WDMA 300 & 400, AS WELL AS FOLLOWING THE RECOMMENDATIONS OF "SMACNA" SHEET METAL MANUAL. SEAL ALL JOINTS, SPECIALLY THOSE W/ ANTICIPATED MOVEMENT, WITH ELASTOMERIC TYPE SEALANTS COMPLYING WITH FS SS - T - 00227 , 00230 or 001543 • ALL ROOFING FLASHING, SEALANTS, MATERIALS & SUBMITTALS SHALL HAVE A CURRENT MIAMI DADE COUNTY "N.O.A.". COMPLY W/ THE ACCESSORY MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. COORDINATE INSTALLATION W/ ROOFING SYSTEM TO ENSURE WATERTIGHT PERFORMANCE. ANCHOR SECURELY TO STRUCTURE TO WITHSTAND INWARD & OUTWARD LOADS. • ALWAYS ALLOW FOR EXPANSION OR MOVEMENT, ISOLATE DISSIMILAR METALS & METALS FROM TREATED WOOD. EXTERIOR WALLS RECEIVING A VENEER SHALL BE PROVIDED W/ A WATER - RESISTIVE BARRIER TO BE A MINIMUM OF (2) NO.15 ASPHALT FELT COMPLYING W/ ASTM D 226 WHERE STUCCO IS TO BE APPLIED TO FURRED LATH OVER FRAME CONSTRUCTION, TWO (2) LAYERS OF 30# FELT OR ANOTHER APPROVED WATER - RESISTANT BARRIER, GARDE D MIN., SHALL BE PROVIDED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. • SEE DWGS. & DETAILS FOR ADDITIONAL INFORMATION & SEE SECTION 09 FOR FURTHER FINISHING REQUIREMENTS. ALL ROOFING SYSTEMS TO BE EMPLOYED IN THE PROJECT SHALL HAVE MIAMI DADE "N.O.A" VALID & CURRENT DOCUMENTATION. - ALL INSTALLATION & HANDLING SHALL FOLLOW THE INSTRUCTIONS & REQUIREMENTS DEPICTED ON SUCH APPROVAL DOCUMENTS • SHINGLES ROOFING TYPE SYSTEMS SHALL BE INSTALLED IN COMPLIANCE W/ RAS 115 - ASTM D225 - ASTM D3462 • ROOF UNDERLAYMENT MEMBRANES / FELTS SHALL ALWAYS BE TYPE II / 40 MILS MIN. - SELF - ADHESIVE OR OTHERWISE MECHANICALLY FASTENED TYPE • "EPDM"/ "TPO" TYPE ROOFING SHALL CONFORM TO ALL APPLICABLE ROOFING STANDARDS AND MUST BE INSTALLED, INSPECTED & APPROVED BY MANUFACTURE'S QUALIFIED INSTALLERS & INSPECTORS. 09 - FINISHES TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR FINAL TRUSS FRAMING LAYOUT SHOP DRAWINGS, COMPLETE WITH ALL REQUIRED ENGINEERING. TRUSS MANUFACTURER SHALL CHECK ALL TRUSS DIRECTIONS, BEARING POINTS, GIRDER LOCATIONS, BEARING ELEVATIONS, AND FIELD CHECK DIMENSIONS. TRUSS AND GIRDER LOCATIONS, BEARING POINTS, AND DIRECTIONS MAY NOT BE CHANGED WITHOUT THE CONSENT OF THIS OFFICE OR HIS STRUCTURAL ENGINEER. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR SUBMITTING (2) COMPLETE SETS OF TRUSS SHOP DRAWINGS, INCLUDING ALL ENGINEERING TO THE BUILDER & THIS OFFICE FOR CONCEPTUAL REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL TO THE ARCHITECT'S / ENGINEER OFFICE. DRAWINGS SUBMITTED WITHOUT REVIEW SHALL BE RETURNED UNCHECKED. IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. ALL ROOF TRUSSES, FLOOR TRUSSES, EXTERIOR FRAME, AND INTERIOR LOAD - BEARING FRAME WALLS SHALL BE ANCHORED WITH APPROVED HURRICANE CLIPS OR STRAPPING AS REQUIRED BY CODE AND OUTLINED ON STRAPPING SCHED. ALL LUMBER IN CONTACT WITH SOIL, CONCRETE OR MASONRY SHALL BE CHEMICALLY PRESSURE TREATED AND SO INDICATED BY APPROVED LABELING. LUMBER USED FOR / AS STRUCTURAL MEMBERS SHALL BE OF STRESS GRADE LUMBER NOT LESS THAN (1,200) PSI EXTREME FIBER STRESS IN BENDING, & GRADE No. 2 OR BETTER UNLESS OTHERWISE SPEC'D. SEE STRUCTURAL ENGINEERING DWGS FOR ADDIT. REQ'S. FINISH CARPENTRY & CABINETRY: CONFORM WITH PS 20 FOR ALL SOFTWOOD PLUS APPLICABLE GRADING RULES & INSPECTION AGENCIES FOR ALL THE PRODUCTS TO BE FABRICATED & INSTALLED. CABINETRY TO COMPLY WITH "ARCHITECTURAL WOODWORK QUALITY STANDARDS" & MANUAL OF MILLWORK" BY AWI & WIC PROVIDE COMPLETE HARDWARE PACKAGE & INSTALLATION REQUIREMENTS - SEE SHOP DWGS. & SPEC'S. BY OTHERS - N.I.C. INTERIOR TRIMS TO BE PAINTED TO MEET WWPA "C" SELECT - INSTALL ALL ITEMS W/ A MINIMUM OF VISIBLE JOINTS. COPE AT ALL RETURNS, MITER AT CORNERS TO PRODUCE TIGHT FITTING JOINTS - USE SCARF JOINTS FOR END - TO - END JOINTS. GYPSUM WALLBOARD SHALL COMPLY WITH THE PROVISIONS OF THE "SPECIFICATIONS FOR GYPSUM WALLBOARD", ASTM C 36, ASTM C 1396 & ASTM C 840 • GYPSUM WALLBOARD SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE PROVISIONS OF THE "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD", GYPSUM ASSOCIATION SPECIFICATION #GA - 216. • GYP. BD. FINISHING: EXCEPT AS OTHERWISE INDICATED, APPLY JOINT TAPE AND JOINT COMPOUND AT JOINTS (BOTH DIRECTIONS) BETWEEN GYPSUM BOARDS. APPLY COMPOUND AT ACCESSORY FLANGES, PENETRATIONS, FASTENER HEADS AND SURFACE DEFECTS. "LEVEL 4" FINISH AT WALLS & "LEVEL 5" FINISH AT CEILINGS. • INSTALL COMPOUND IN 3 COATS (PLUS PRE - FILL OF CRACKS WHERE RECOMMENDED BY MFR.); SAND AFTER LAST 2 COATS. • "MgO / MAGO" BOARD / PANELS: MAGNESIUM OXIDE BASE & FINISH LAYER PANELS, COMPLYING WITH ICC APPROVED AC386 , UL /ULC W490 CERTIFIED , ASTM E119 & NFPA 251/ UL263 ; COULD BE USED AS AN ALTERNATE TO GYPSUM BASED BOARDS - MgO / MAGO BOARDS SHALL BE INSTALLED OVER SUPPORTIVE FRAMING / SUBSTRATE W/ ADEQUATE COATED / ST - STL SCREWS & AS PER MANUFACTURER'S SPECIFIED SPACING. ALL LOAD BEARING WALLS SHALL BE FIRE RATED WITH FIRE BLOCKING AT MID - HEIGHT OF STUDS AND ONE (1) LAYER, 5/8 INCH TYPE "X", FIRE - CODE GYPSUM WALLBOARD APPLIED TO EACH SIDE OF STUDS. ALL EXTERIOR WALL'S WEATHERING , COVERINGS AND/OR FINISHES SHALL BE AS DEPICTED ON F.B.C. BUILDING TABLE 1405.2 - LATEST EDITION EXTERIOR STUCCO FINISH OVER FRAMING STRUCT. SHALL BE A MIN. OF (2) 3/8" SCRATCH & BROWN COATS PLUS (1) 1/8" FINISH/FOG FINAL COAT (7/8" TH. TOTAL). PROVIDE STUCCO CONTROL JOINTS @18' - 0" O.C. - MAX. / 144 SF. AREA MAX. PORCELAIN / CERAMIC / STONE TILES SHALL CONFORM TO ANSI A 137.1 WITH SETTING MATERIALS ACCORDING TO ANSI A118. ALL TILE INSTALLATION SHALL CONFORM TO ANSI 108, PROVIDE WATERPROOFING & CRACK SUPPRESSION MEMBRANE UNDER TILE AS PER ANSI A 118.10 PROVIDE SOUND ISOLATION UNDERLAYMEN T FOR ALL FLOORING AS PER BUILDING CODE & LOCAL JURISDICTION'S REQUIREMENTS. STONE / MARBLE THRESHOLDS GROUP A, ASTM C503 , WITH MINIMUM HARDNESS OF 10.0 AS PER ASTM C241 , WITH HONED FINISH WOOD FLOORING TYPE & EXTENT IS DEPICTED ON THE DWGS. & SCHEDULE OF FINISHES. - G.C. / PROSPECTIVE OWNER TO MAKE FINAL FLOORING SELECTION - PROTECT, INSTALL & FINISH SUCH FLOORING AS PER MANUFACTURER'S SPEC'S. & INSTALLATION PROCEDURE. • PROVIDE WOOD TRIM & FILLERS / FINISH STRIPS AS NECESSARY & AS PER MANUFACTURER'S RECOMMENDATIONS. PROTECT FLOORING DURING CONSTRUCTION & UNTIL FINAL INSPECTION & CLEANING IS PERFORMED - PRIOR TO COMPLETION DELIVERY TO OWNER. PAINTING: ALL EXPOSED SURFACES, INTERIOR & EXTERIOR, U.O.N. OR MATERIAL / FINNISH SPECIFIED - ALL FINAL COLOR SELECTIONS ARE TO BE MADE BY G.C. / OWNER. PREPARE ALL SUBSTRATE / SURFACES, REMOVE ALL HARDWARE & PROTECT ALL SURROUNDING WORK, PRIOR TO ANY PRIMING, PAINTING & / OR SPECIALTY COATING WORK IS EXECUTED. PROVIDE EPOXY FINISH COAT FOR ALL EXPOSED CONC. SLAB / FLOOR AREAS LEFT UNCOVERED - SEE FINISH SCHEDULES FOR ADDITIONAL INFORMATION - EXTERIOR WALL VENEERS: PROVIDE ALTERNATE STONE / CLADDING MATERIAL TO SUCH DEPICTED ON DWGS. FINAL SELECTIONS TO BE MADE BY OWNER - SUBMIT SAMPLES OF EACH PRODUCT, DEPICTED ON DWGS & PROPOSED ALTERNATE FOR EVALUATION / SELECTION. 12 - FURNISHINGS SEE SEPARATE DRAWINGS PROVIDED BY OTHERS - N. I. C. 10 - SPECIALTIES ATTIC ACCESSES SHALL BE PROVIDED WITH A CLEAR ACCESS OPENING OF NOT LESS THAN (22) INCHES BY (36) INCHES. ACCESS OPENINGS SHALL BE READILY ACCESSIBLE AND SHALL BE PROVIDED WITH A LID OR CLOSING DEVICE THAT MAY BE EASILY REMOVED OR OPERATED. PROVIDE A LIGHT WITH SWITCH AND A DUPLEX RECEPTACLE AT EACH ATTIC ACCESS. SHOWER ENCLOSURES TO HAVE TEMPER GLASS - CLASS II SAFETY GLASS - PANELS & DOORS. THIS SHALL ALSO BE THE CASE FOR ANY WINDOWS OR DOORS ADJACENT TO THESE AREAS. PROVIDE FINAL SHOP DWGS. FOR REVIEW PRIOR TO FABRICATION & / OR INSTALLATION BATHROOM ACCESSORIES / HARDWARE EQUAL TO "KOHLER", "DURAVIT", "KETCHAM" BATHROOM EQUIPMENT OR BETTER MIRRORS TO HAVE 1/4"TH. TYPE I, CLASS 1, QUALITY Q2; CONFORMING TO FS DD - G - 451 & PROTECTIVE ORGANIC COATING COMPLYING WITH FS DD - M - 411 - PROVIDE STEEL FRAMING AS PER AISI TYPE 302/304 WITH POLISHED NO. 4 FINISH - OR EQ./BETTER 11 - EQUIPMENT 15 - MECHANICAL & 16 - ELECTRICAL BUILDER TO VERIFY ALL EQUIPMENT & APPLIANCE SELECTIONS WITH OWNER OR HIS DESIGNATED AGENT PRIOR TO SUBMIT BIDS, PRICES OR FINAL LAYOUT. IT IS ALSO THE BUILDERS RESPONSIBILITY TO VERIFY THE LOAD OR DEMAND OF SUCH EQUIPMENT PRIOR TO ELECTRICAL, GAS, PLUMBING OR OTHER RELATED TRADES FINAL INSTALLATION. ALL SPECIAL EQUIPMENT SHALL BE INSTALLED FOLLOWING THE MANUFACTURER'S SUGGESTED PROCEDURES AND/OR REQUIREMENTS 13 - SPECIAL CONSTRUCTION SEE SEPARATE DRAWINGS PROVIDED BY OTHERS - N. I. C. 14 - CONVEYING SYSTEMS • ALL LINEN CHUTES SHALL COMPLY WITH ANSI / NFPA 82 LATEST EDITION & LOCAL REGULATIONS • PRE - ENGINEERED ELECTRIC DUMBWAITER UNITS & PRE - ENGINEERED HYDRAULIC OR "LULA" TYPE ELEVATORS SHALL COMPLY WITH ASME / ANSI A17.1 & STATE / LOCAL REGULATIONS. • ALWAYS PROVIDE PROPER CLEARANCES FOR SERVICING. SEE SEPARATE DRAWINGS PROVIDED BY OTHERS - N. I. C. HVAC NOTES: • REFER TOO HVAC ENGINEER / AC CONTRACTOR FOR ALL MECH., AIR CONDITIONING AND HEATING SYSTEM DESIGN, LAYOUT, ENERGY LOAD CALCS. VARIATIONS OR CHANGES & SYSTEM SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE, BUT NOT NECESSARY BE LIMITED TO, UNIT SPECIFICATION, DUCT SIZE & LAYOUT, DROP LOCATIONS, AND ALL OTHER INFO. REQ'D BY A.H.J. FOR THE PERMIT PROCESS. • CONSTRUCTION MUST COMPLY WITH ALL THE REQUIREMENTS AS SET FORTH IN "INFILTRATION PRACTICE #2", OF THE INFILTRATION CONSTRUCTION TECHNIQUES AS OUTLINED IN THE "FLORIDA ENERGY EFFICIENCY CODE FOR RESIDENTIAL CONSTRUCTION", LATEST EDITION, AS WELL AS CONFORMING TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA ENERGY EFFICIENCY CODE" AS REQ'D FOR THIS SPECIFIC PROJECT. PLUMBING NOTES: • GROUP ALL VENTS TOGETHER WHERE POSSIBLE TO MINIMIZE PENETRATIONS. • ALL PLUMBING FIXTURES SHALL COMPLY WITH F.B.C. - PLUMBING - TABLE 604.4 & ALL SPEC. SECTIONS 406 TO 417. • ALL PLUMB. LINES TO HAVE A MIN 1/8" PER FT TO 1/4" PER FT. MAX. SLOPE AS PER F.B.C.R. P3005.3 • PROVIDE ANTI SCALD VALVE AT ALL TUB / SHOWER LOCATIONS & SUPPORT PIPING PROPERLY & PITCH TO DRAIN POINT • INSTALL SHUTOFF VALVES ON EACH PIECE OF EQUIPMENT ON BOTH HOT & COLD WATER SUPPLY • WATER HEATERS - NEW / RELOCATED / UPGRADED - SHALL COMPLY W/ FBC - R P2801.5 - P2801.6 & P2803 ALL STEEL DOORS & FRAMES SHALL COMPLY W/ ANSI/SDI - 100 LATEST EDITION & TO THE FOLLOWING STANDARDS: 1. NFPA - 80 & ACCEPTABLE TESTING AGENCY LISTING 2. ASTM C 236 OR ASTM C 976 3. ASTM E 1408 & ASTM E 413 ALL ALUMINUM DOORS & FRAMES SHALL COMPLY WITH AAMA/NWWDA 101/I.S. 2, R20LATEST EDITION & GLASS & GLAZING FOR INSULATION & SAFETY SHALL COMPLY WITH 16 CFR 1201. ALL WOOD DOORS & FRAMES SHALL COMPLY W/ THE LATEST EDITION OF THE FOLLOWING STANDARDS: 1. NFPA - 80 & ACCEPTABLE TESTING AGENCY LISTING 2. NWWDA I.S. 6 (STILE & RAIL DOORS) 3. NWWDA I.S. 1 - A (WOOD FLUSH DOORS) • ALL EXTERIOR WINDOWS AND DOORS TO BE "IMPACT RESISTANT" OR AN APPROVED SHUTTER SYSTEM MUST BE PROVIDED. • ALL EXTERIOR DOORS TO BE PROVIDED WITH A METAL THRESHOLD AND WEATHER STRIPPING. • EXTERIOR DOORS SERVING POOL AREAS SHALL COMPLY W/ APPLICABLE SECTIONS OF F.B.C. - 424.2 CURB MOUNTED &/OR TUBULAR SKYLIGHT SYSTEMS , MATERIALS & SUBMITTALS SHALL HAVE A CURRENT MIAMI DADE COUNTY "N.O.A.". COMPLY W/ THE ACCESSORY MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. COORDINATE INSTALLATION W/ ROOFING SYSTEM TO ENSURE WATERTIGHT PERFORMANCE. ANCHOR SECURELY TO STRUCTURE TO WITHSTAND INWARD & OUTWARD LOADS. • PROVIDE & INSTALL ALL FLASHING & COUNTERFLASHING NEEDED TO PROVIDE A WEATHERTIGHT ASSEMBLY, RESTORE DAMAGED COMPONENTS & FINISHES. CLEAN OUTSIDE & INSIDE SURFACES PRIOR TO SUBSTANTIAL COMPLETION & PROTECT WORK FROM DAMAGE. • VERIFY ALL OPENING REQUIREMENTS PRIOR TO COMMENCEMENT OF SHELL WORK & COORDINATE WITH WORK OF OTHER SECTIONS - INSTALL ASSEMBLIES COMPLETE WITH ALL HARDWARE, ANCHORS INSERTS, SUPPORTS & ACCESSORIES. TEST & ADJUST OPERATION. GLAZING TO COMPLY WITH FGMA "GLAZING MANUAL" & "SEALANT MANUAL" PLUS INSTRUCTIONS OF MANUFACTURER'S OF GLASS, GLAZING, CURTAIN WALL SYSTEMS, GLAZING SEALANTS & GASKETS, TO ACHIEVE AIR - TIGHT & WATER - TIGHT PERFORMANCE & TO MINIMIZE BREAKAGE. ALL SAFETY GLAZING SHALL COMPLY WITH ANSI Z97.1 & TESTING REQUIREMENTS OF 16 CFR PART 1201 FOR CLASS II MATERIALS METAL SUPPORT STANDARD: ASTM C 754. • COLD - FORMED METAL FRAMING TO BE "C" SHAPED STEEL STUDS, • INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM, SPACES (VERTICAL DISTANCE) AT NOT MORE THAN 4' - 6" O.C. WELD AT EACH INTERSECTION, • SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW, • INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHEREVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK, • SYSTEM COMPONENTS: WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, AS NEEDED TO PROVIDE A COMPLETE METAL FRAMING SYSTEM. EXTERIOR METAL CLADDING FASCIA SYSTEM: G.C. TO PROVIDE ALTERNATE METAL FASCIA CLADDING MATERIAL TO SUCH DEPICTED ON DWGS. FINAL SELECTIONS TO BE MADE BY GC./ OWNER - SUBMIT SAMPLES OF EACH PRODUCT, DEPICTED ON DWGS & PROPOSED ALTERNATE FOR EVALUATION / SELECTION. SEE STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL REQ'S. - AS NEEDED. ELECTRICAL NOTES: • ALL CIRCUITS SERVING ROOMS, AS PER NEC 210.12(A), INCLUDING RECEPTACLES, FANS, LT'G, ETC. SHALL BE ARC FAULT PROTECTED ·· EXCEPTIONS 1, 2 & 3 PLUS AS PER NEC 210.12(B) • PROVIDE TAMPER RESISTANT OUTLETS AS PER N.E.C. 406.11 & 406.12 • SMOKE / CARBON MONOXIDE SENSORS SHALL BE INSTALLED IN / OR AT MAX. 10' - 0" AWAY FROM ANY ROOM USED AS SLEEPING QUARTERS IF NEW CONSTRUCTION / ADDITIONS ARE TO CONTAIN ANY FOSSIL - FUEL BURNING DEVICE / APPLIANCE / FIXTURE • N/C IN PANEL SCHEDULES = NON - COINCIDENT LOAD • ALL SERVICE ENTRANCE EQUIPMENT AND DISCONNECT SWITCHES TO BE RATED FOR MIN. 22,000 A.I.C. AMPS. ALL OTHER PANELS CAN BE RATED @ 10,000 AMPS A.I.C. • METAL FRAMING MEMBERS SHALL BE BONDED TO EQUIPMENT'S GROUNDING - FBC 2704 & N.E.C. 250.122 (LATEST EDITION) GC MUST ALWAYS SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS & FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. ALARM / FIRE / DETECTION SENSORS: SMOKE & CARBON MONOX. SENSORS SHALL BE INSTALLED IN / OR AT MAX. 10' - 0" AWAY FROM ANY ROOM USED AS SLEEPING QUARTERS. CARBON MONOX. SPECIALLY IN BUILDINGS CONTAINING FOSSIL - FUEL BURNING DEVICE / APPLIANCE / FIXTURES. OWNER / REPRESENTATIVE: Mr. ADAM FURMAN 634 SE 3rd. AVENUE DELRAY BEACH, FL. ARCHITECT: (IN)HABIT ARCHITECTURE, INC. - AA26001335 8461 LAKE WORTH RD. SUITE 402 LAKE WORTH, FL 33467 (561) 693-2500 [email protected]STRUCTURAL ENGINEER: WARREN J. VON WERNE P.E., INC. 11388OKEECHOBEE BLVD., SUITE B-101 ROYAL PALM BEACH, FL 33411 Phone: (561) 795-1818 E-mail: [email protected]PROJECT NUMBER: DWG BY: CHECKED BY: INHABIT ARCHITECTURE, INC. COPYRIGHT 2020 FOR: REVISIONS: THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED WITHOUT WRITTEN CONSENT. SHEET PROJECT STATUS: SEAL PROJECT LOCATION www.inhabitarchitectureinc.com CONSULTANT CONSULTANT architecture, CONSULTANT 11388OKEECHOBEE BLVD., SUITE B-101 ROYAL PALM BEACH, FL 33411 Phone: (561) 795-1818 E-mail: [email protected]WARREN J. VON WERNE P.E., INC. AA26001335 8461 Lake Worth Road | Suite 402 | Lake Worth. FL 33467 | 561. 693.2500 | [email protected]habit In FOR THE FIRM / CONSULTANT DATE: SCALE: INDICATED 7/9/2021 6:10:47 AM A0.0 A-21103 07/02/21 G.H. M.G. RESIDENTIAL ALTERATION & ADDITION MR. FURMAN PROJETC'S GENERAL REQUIREMENTS BID / REVIEW SET 634 SE 3rd. AVENUE DELRAY BEACH, FL. ARCHITECTURE SHEET No. SHEET NAME ISSUE DATE A0.0 PROJETC'S GENERAL REQUIREMENTS 07/02/21 A0.1 CODE COMPLIANCE & SITE PLAN 07/02/21 A1.1D DAMAGED AREAS & DEMO PLANS 07/02/21 A1.2D DAMAGED AREAS - 2ND. FLOOR DEMO PLAN 07/02/21 A2.10 1st. FLOOR INFORMATION PLAN 07/02/21 A2.11 1st. FLOOR DIMENSION FLOOR PLAN 07/02/21 A2.20 2nd. FLOOR INFORMATION PLAN 07/02/21 A2.21 2nd FLOOR DIMENSION PLAN 07/02/21 A2.30 ROOF PLAN 07/02/21 A2.40 OPENINGS & FINISH SCHEDULES + PLUMBING RISERS 07/02/21 A3.10 BLDG. ELEVATIONS & SETIONS 07/02/21 A3.11 BLDG. ELEVATIONS & SECTIONS 07/02/21 A3.12 BLDG. ELEVATIONS & SECTIONS 07/02/21 A6.10 1st. FLOOR POWER & TECH. PLAN 07/02/21 A6.11 1sT. FLOOR REFL. CLG. & LIGHTING PLAN 07/02/21 A6.12M REFL. CLG. MECHANICAL PLAN T.B.D. A6.20 2nd. FLOOR POWER & TECH. PLAN 07/02/21 A6.21 2nd. FLR REFL. CEILING & LIGHTING PLAN 07/02/21 A6.22M 2nd. FLOOR REFL. CLG. MECHANICAL PLAN T.B.D. A7.0 ASSEMBLY DETAILS 07/02/21 A7.1 WALL SECTIONS & DETAILS 07/02/21 STRUCTURAL SHEET No. SHEET NAME ISSUE DATE S-1 FOUNDATION PLAN T.B.D. S-2 ROOF FRAMING PLAN T.B.D. S-3 STRUCTURAL NOTES & DETAILS T.B.D. S-5 WIND PRESSURES T.B.D. No. Description Date NOT FOR CONSTRUCTION
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THIS IS A "BUILDER'S TYPE" SET OF CONSTRUCTION WORKING
DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO
SHOW EVERY DETAIL OF CONSTRUCTION. IT SHALL BE THE
BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND
COORDINATE ALL DIMENSIONS, BEARING POINTS AND
LOADS, CONSTRUCTION DETAILS, NOTES, AND ALL PHASES
AND TRADES REQUIRED TO COMPLETE THIS PROJECT. ALL
FINISH, FIXTURE AND EQUIPMENT SELECTIONS SHALL BE
VERIFIED WITH THE OWNER OR HIS AUTHORIZED AGENT.
• ALL WORK TO BE PERFORMED SHALL BE DONE IN A FIRST-
CLASS WORKMANSHIP LIKE MANNER & COMPLY W/ ALL
CURRENT GOVERNING CODES & REGULATIONS.
• PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS,
WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR
SERVICE FOR THREE YEARS MIN. ALWAYS USE EXPERIENCED
INSTALLERS, DELIVER, HANDLE & STORE MATERIALS IN
ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS.
• FIGURED DIMENSIONS SHALL BE FOLLOWED IN
PREFERENCE TO SCALE. AND DETAIL DRAWINGS IN
PREFERENCE TO SMALLER SCALE DRAWINGS. FIELD VERIFY
ALL DIMENSIONS PRIOR TO FABRICATION OR ERECTION
OF ANY PORTION OF THIS PROJECT.
• ALL SHOP DRAWINGS SUBMITTALS SHALL INDICATE
MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION,
CONNECTIONS & RELATIONSHIP TO ADJACENT
CONSTRUCTION. SHOP DRAWINGS SHALL BE PREPARED &
STAMPED BY A QUALIFIER LICENSED ENGINEER OR SIMILAR
LICENSED PROFESSIONAL IN THE JURISDICTION OF THE
PROJECT.
• ALL MATERIAL, SYSTEMS & PRODUCT INSTALLATION SHALL
BE IN ACCORDANCE WITH MANUFACTURE'S
INSTRUCTIONS & APPROVED SUBMITTALS. INSTALL
MATERIALS & SYSTEMS IN PROPER RELATION W/ ADJACENT
CONSTRUCTION & W/ UNIFORM APPEARANCE.
• ALLOW FOR EXPANSION & CONTRACTION AS REQUIRED.
ALWAYS COORDINATE W/ WORK OF OTHER SECTIONS,
REPLACE DAMAGED UNITS, CLEAN & PROTECT WORK &
ADJACENT CONSTRUCTION FROM DAMAGE.
• MOCK-UPS SHALL BE PROVIDED AS REQUIRED / REQUESTED
TO DEMONSTRATE QUALITY OF MATERIALS &
WORKMANSHIP.
• ALWAYS TAKE FIELD MEASUREMENTS PRIOR TO
FABRICATION. FORM TO REQUIRED SHAPES & SIZES WITH
TRUE STRAIGHT EDGES, LINES & ANGLES. PROVIDE LIGHT-
TIGHT HAIRLINE JOINTS.
• COMPLY WITH SPECIFIED STANDARDS AS A MINIMUM
QUALITY OF WORK EXCEPT WHERE MORE STRINGENT
CONDITIONS, TOLERANCE, CODES OR SPECIFIED
REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE
PRECISE WORKMANSHIP.
• IF ANY ERRORS, OMISSIONS OR CONTRADICTIONS APPEAR
IN THESE CONSTRUCTION WORKING DRAWINGS,
SPECIFICATIONS OR OTHER CONSTRUCTION
DOCUMENTS: THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT IN WRITING. NO WORK SHALL CONTINUE
UNTIL SUCH AS THE ERROR, OMISSION OR
CONTRADICTION HAS BEEN RECTIFIED. GIVING OF SAID
NOTICE TO THE ARCHITECT DOES NOT RELIEVE THE
BUILDER OF HIS RESPONSIBILITY TO CHECK, VERIFY AND
COORDINATED THE DIMENSIONS OR ANY OTHER
PORTION OF THE CONSTRUCTION DOCUMENTS, OR FOR
THE COST OF RECTIFYING THE SAME.
• BIDDERS AND BUILDERS ARE HEREBY NOTIFIED OF THEIR
RESPONSIBILITY FOR VERIFYING, COORDINATING AND
ADJUSTING THIS/ANY "TYPICAL" INFORMATION AS
REQUIRED FOR THIS SPECIFIC PROJECT. VERIFICATION
SHALL BE OBTAINED FROM THE PROJECT OWNER OR HIS
AUTHORIZED AGENT PRIOR TO SUBMITTAL OF BIDS OR
START OF CONSTRUCTION.
01 - GENERAL DATA 02 - SITE CONSTRUCTION 03 - CONCRETE 04 - MASONRY
06 - WOOD & PLASTICS
THE FOUNDATION SYSTEM HAS BEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF (2,000) POUNDS PER
SQUARE FOOT. THE BUILDER SHALL BE RESPONSIBLE FOR
VERIFYING THE BEARING CAPACITY OF THE SITE. IF THE
MINIMUM SOIL BEARING CAPACITY CAN NOT BE ACHIEVED,
THE BUILDER SHALL NOTIFY THIS OFFICE OF THE EXISTING
CONDITIONS AND SUPPLY A COPY OF THE SOIL ENGINEER'S
REPORT. NO CONSTRUCTION SHALL COMMENCE UNTIL AN
ACCEPTABLE SOIL BEARING CAPACITY IS ACHIEVED AND IS
CERTIFIED OR UNTIL THE FOUNDATION SYSTEM IS RE-
DESIGNED, AT THE OWNERS EXPENSE, TO ACHIEVE THE
REQUIRED BEARING CAPACITY.
SOIL PREPARATION AND COMPACTION SHALL BE DONE AS
FOLLOWS:
A. SOIL TEST SHALL DETERMINE HOW GROUND PREPARATION
IS TO BE DONE.IF SOIL TEST WARRANTS EXTREME MEASURES
DISREGARD A THROUGH G, USE SOIL TEST REPORT
RECOMMENDATIONS BY GEOTECHNICAL ENGINEER
B. STRIP ON FOOT OF EXISTING SOIL THREE (5) FEET PAST
EXTERIOR BUILDING LINES, ALL DETERIOUS MATERIALS
MUST BE COMPLETELY REMOVED.
C. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY
VIBRATOR ROLLER.
D. CHECK DENSITY OF 95% OF MODIFIED PROCTOR HAS
BEEN REACHED FOR A DEPTH OF TWO (2) FEET BELOW
COMPACT SURFACE BEFORE ADDING FILL.
E. AFTER EXISTING GROUND HAS REACHED MINIMUM
DENSITY OF 95%, FILL SHALL BE PLACED IN SIX (6) INCH
LIFTS & COMPACTED TO ACHIEVE APPROVED DENSITY
BEFORE NEXT LIFT IS ADDED.
F. FILL SHALL BE A-3 SAND FREE FROM DELETERIOUS MATERIAL
AND WELL GRADED.
G. VERIFICATION OF TEST FOR MODIFIED PROCTOR IN
ACCORDANCE WITH ASTM D-1557, AASHO-180 SHALL BE
FILED WITH BUILDING OFFICIAL.
PROVIDE SOIL TREATMENT FOR TERMITE CONTROL WITH A
MINIMUM 5 YEARS MANUFACTURER'S WARRANTY.
FORMULATE & APPLY TERMICIDES ACCORDING TO THE "EPA-
REGISTERED" LABEL.
GAS ENERGY DISTRIBUTION: IF REQUIRED DUE TO
APPLIANCE AND OTHER SYSTEM SELECTIONS, PROVIDE PIPED
DISTRIBUTION SYSTEM, SPECIALTIES & ACCESSORIES.
ALL ELEMENTS SHALL COMPLY W/ ANSI Z223, NFPA 54 OR
IFGC & LOCAL CODES FOR MATERIALS, INSTALLATION,
TESTING, INSPECTION & PURGING.
ALL CONCRETE SHALL BE FROM A DESIGN MIX OF (2,000)
POUNDS PER SQUARE INCH AT (28) DAYS. PORTLAND
CEMENT SHALL BE TYPE I OR II, CONFORMING TO A.S.T.M.
#C-33. VIBRATION SHALL BE PERFORMED IN ACCORDANCE
WITH THE PORTLAND CEMENT ASSOCIATION
SPECIFICATION #ST-26. CONCRETE SHALL BE MAINTAINED
IN A MOIST CONDITION FOR (7) DAYS AFTER PLACEMENT.
• ALL CONCRETE WORK SHALL CONFORM TO
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS" (A.C.I.-301). REINFORCED CONCRETE SHALL BE
DESIGNED PER AC1-318 LATEST EDITION.
MIN. CONCRETE CLEAR COVER:
FOUNDATIONS ----------------- 3"
BEAMS ----------------------------- 11/2" TO STIRRUPS
COLUMNS ------------------------ 3/4"
SLABS NOT EXPOSED TO WEATHER--3/4"
SLABS EXPOSED TO WEATHER--------- 11/2"
SEE FOUNDATION PLANS FOR ALL VERT REINFORCING. ALL
VERTICAL REINFORCING TO EXTEND INTO UPPER MOST
BEAM OR PARAPET TOP BLOCK.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING LOCATIONS OF ALL CONCRETE FOOTINGS/PADS,
LOAD BEARING WALLS, STEEL/ CONCRETE/ WOOD
COLUMNS, WOOD HEADERS, CONCRETE BEAMS/ TIE BEAMS
AND HEIGHT ELEV. OF EACH WITH TRUSS MANUFACTURERS
SHOP DRAWINGS BEFORE THE POURING OF CONCRETE
FOOTINGS/PADS AND SLAB.
FORM WORK, SHORING AND BRACING FOR ALL CONCRETE
BEAMS, SLABS, COLUMNS WALLS AND FOOTINGS SHALL BE
DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
ACI-347, "RECOMMEND PRACTICE FOR CONCRETE FORM
WORK"
SEE STRUCTURAL ENGINEERING DRAWINGS FOR
ADDITIONAL REQ'S. - AS NEEDED
HOLLOW CORE MASONRY UNITS USED IN EXTERIOR WALLS
SHALL CONFORM WITH THE REQUIREMENTS OF THE
"SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE
MASONRY UNITS", A.S.T.M. #C-90. CONTRACTOR SHALL
ADEQUATELY AND RIGIDLY BRACE ALL MASONRY WALLS UNTIL
A6.11 1sT. FLOOR REFL. CLG. & LIGHTING PLAN 07/02/21
A6.12M REFL. CLG. MECHANICAL PLAN T.B.D.
A6.20 2nd. FLOOR POWER & TECH. PLAN 07/02/21
A6.21 2nd. FLR REFL. CEILING & LIGHTING PLAN 07/02/21
A6.22M 2nd. FLOOR REFL. CLG. MECHANICAL PLAN T.B.D.
A7.0 ASSEMBLY DETAILS 07/02/21
A7.1 WALL SECTIONS & DETAILS 07/02/21
STRUCTURALSHEET
No.SHEET NAME
ISSUEDATE
S-1 FOUNDATION PLAN T.B.D.
S-2 ROOF FRAMING PLAN T.B.D.
S-3 STRUCTURAL NOTES & DETAILS T.B.D.
S-5 WIND PRESSURES T.B.D.
No. Description Date
NOT FORCONSTRUCTION
ROOFING MEMBRANE OVER SLOPED WOODEN DECK - V.I.F.
EDGE OF EXIST. PAVEMENT
FIN. SLABEL. 7.75 NAVD
S.E. 3rd. AVENUE
GENERAL SITE NOTES:• SEE PROPERTY'S SURVEY & ELEV. CERTIFICATE FOR FLOOD & SLAB
ELEVATIONS• SEE SHEET A2-1 DOR ADDITIONAL INFORMATION• LOT DRAINAGE SHALL BE AS PER ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.• LANDSCAPING, IRRIGATION, BERMING, ETC., SHALL BE AS PER ALL
LOCAL CODES, REGULATIONS, RESTRICTIONS HAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BY LANDSCAPE ARCHITECT (SEE DWG. BY OTHERS AS APPLICABLE)
• SCOPE OF WORK RELATED TO SITE FENCES, DRIVEWAYS, WALKWAYS, SLABS ON GRADE, POOL DECKS, SWIMMING POOL & SIMILAR SITE FEATURES ARE BY OTHERS AND ARE / COULD BE PERMITTED SEPARATELY (VERIFY W/ FINAL PERMIT APPLICATION)
• LAND SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON SITE AND ANY OCCURRING SETBACK ENCROACHMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY WORK BEING DONE.
• GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTINGS/PADS, LOAD BEARING WALLS, STEEL/ CONCRETE/ WOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMS/ TIE BEAMS AND HEIGHT ELEV. OF EACH WITH TRUSS MANUFACTURERS SHOP DRAWINGS BEFORE POURING OF CONCRETE FOOTINGS, PADS AND SLABS.
PCN: 12434621010070261LOT 26 & 27 BLOCK 7 OF OSCEOLA PARK, PLAT BOOK 3, PAGE 2PALM BEACH COUNTY, FLORIDA
PROPERTY LEGAL DESCRIPTION
THIS IS A NEW RESIDENTAIL ALTERATION & ADDITION TO AN EXISTING BUILDING. ALL EXISTING ELEMENTS TO REMAIN - UNDER PRESCRIPTIVE METHOD. SITE ITEMS DEPICTED AS SEPRATE OR NOT IN SCOPE OF WORK (N.I.S.W.) ARE TO BE CONSIDERED FOR INFORMATION ONLY & TO BE PERMITED BY ANOTHER ENTITY / UNDER A SEPARATE PERMIT APPLICATION.
COLUMNS: TABLE 601 OF F.B.C = 0 HR.BEAMS / GIRDERS: TABLE 601 OF F.B.C = 0 HR.ROOFS: TABLE 601 OF F.B.C = 0 HR.UNP.-OPENINGS: TABLE 601 OF F.B.C = 0 HR.
FINISH REQUIREMENTS: (As Applicable)EXITS: CLASS "A" (Min.) *EXIT ACCESS: CLASS "B" (Min.) *OTHER SPACES: CLASS "B" (Min.) *FLOORING: CLASS "I or II" (Min.) *
* RATINGS MAY BE REDUCED TO NEXT CLASSIFICATION DUE TO AUTOMATIC SPRINKLER SYSTEM - IF APPLICABLE
WIND DESIGN CRITERIA:WIND SPEED: 170 Mph. (168 Mph. 3-Sec. Actual Peak Gust)EXPOSURE: " C "CATEGORY: " II " (Imp. Factor = 1.0)INTERNAL PRESS. COEF.: +/- 0.18 (Enclosed Bldg.)COMP. & CLADDING: ZONE 4: (+)49.4 / (-)53.1 PSF.
DEFERRED SUBMITTALSTHE ITEMS / PRODUCTS / ELEMENTS & ASSEMBLIES DEPICTED BELOW SHALL HAVE ENGINEERED SHOP DRAWINGS PROVIDED BY THE G.C. - AS APPLICABLE TO THIS PROJECT & PERMIT. THIS LIST OF ITEMS ARE REQUESTED FOR DEFERED / DELEGATED DESIGN REVIEW.
BASIS OF DESIGN SELECTIONS / PRODUCTS
PRODUCTS IDENTIFIED BELOW ARE THE DIRECT RESULT OF MANUFACTURER'S DESIGNING, TESTING & OBTAINING APPROVAL FOR THE PRODUCTS MEETING THE REQUIREMENTS OF THE F.B.C. - CURRENT EDITION , MIAMI DADE COUNTY N.O.A. OR EQUIVALENT TESTING AUTHORITY. THE A.E.C. OF RECORD IS ONLY PRE-SELECTING THESE PRODUCTS AS PART OF MEETING THE F.B.C. REQUIREMENTS, BUT DOES NOT CERTIFY NOR ASSUMES RESPONSIBILITY FOR ANY OF THE PRODUCST LISTED.
PRODUCT SUBSTITUTIONS ARE POSSIBLE & SHALL REQUIRE REVIEW & ACKNOWLEDGEMENT BY AEC. OF RECORD PRIOR TO ANY CHANGE, ORDER OR INSTALLATION.
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
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07/02/21
G.H.
M.G.
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
CODE COMPLIANCE &SITE PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
1/8" = 1'-0"A0.1
1 SITE PLAN
TAG KEYNOTES
TAG DESCRIPTION
207LANDSCAPE / HARDSCAE PATH - SEE LANDSCAPE / EXTERIOR PERMITPACKAGE BY OTHERS
248 C.M.U STEM-WALL - SEE WALL TYPES & MATCH BLOCK SIZING
282 SITE FENCE & GATE - SEE SHOP DWGS / UNDER SEPARATE PERMIT
285 SLIDING GATE - SEE ENG. SHOP DWGS / UNDER SEPARATE PERMIT
304 POURED IN PLACE CONCRETE COLUMN (SEE STRUCTURE FOR REINFORCING)
317POURED IN PLACE CONCRETE DRIVEWAY CURB - UNDER SEPARATE PERMIT -SEE CIVIL / SHOP DWGS.
588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDINGPLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG. SHOPDWGS FOR REVIEW & SELECTION
590PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ.-PROVIDE ACTUAL MATERAIL & COLOR SAMPLE FOR OWNER'S SELECTION
833 SLIDING GATE OPERATOR - LIFTMASTER - OR EQ.
916EXTERIOR GRADE RECT. PORCELAIN ON CONC. SLAB - SEE SELECTED MANUF.SPEC & INSTALL. DETAILS
1578 HVAC SPLIT / CONDENSING UNIT
No. Description Date
WDUP
WH
WALL LEGEND
NOTES:• U.N.O. ALL NEW INTERIOR PARTITIONS TO BE TYPE - SEE A7.0
• ON PARTITION SUBSTITUTE STANDARD 5/8" GYP. BD. FACING W/ GEORGIA PACIFIC 1/2" DENS-SHIELD TILE BACKER AT ALL WET AREAS
• ONLY THOSE WALL TYPES SHOWN/USED ON PLANS ARE APPLICABLE• ALL EXISTING TO REMAIN SURFACES DAMAGED DURING THE
DEMOLITION/CONSTRUCTION PROCESS SHALL BE PAINTED, PATCHED AND OR REPAIRED AS REQUIRED.
• ALL INTERIOR DIMENSIONS ARE TO CENTER LINE OF WALLS / FACE OF ANTICIPATED STUD SIZE, UNLESS OTHERWISE INDICATED. EXAMPLE F.O.W. = FACE OF WALL
• INSTALL 2x6 DIMENSIONAL BLOCKING IN ALL WALLS INDICATED TO RECEIVE WALL MOUNTED DEVICES AND/OR CABINETRY
• DEBRIS SHALL BE REMOVED FROM THE BUILDING DAILY• ALWAYS ALIGN FACES & WALL FINISHES, UNLESS OTHERWISE NOTED• G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/ OWNER PRIOR TO
ORDERING• ALL INTERIOR FRAME PARTITIONS INSIDE/ADJACENT TO WET / HUMID AREAS OR
ROOMS & TO RECEIVE PORCELAIN, STONE OR CERAMIC TILE TYPE FINISHES SHALL BE INSTALLED OVER 1/2" DENS-SHIELD TILE BACKER BOARD BY "GEORGIA PACIFIC" - OR EQUAL
• V.I.F. ALL FINISHES ON EXTERIOR WALLS & REPAIR UPGRADE AS NECESSARY, EVEN IF THE WALL LEGEND STIPULATES ANOTHER FINISH. ULTIMATELY SITE CONDITIONS WILL IMPOSE FINAL SELECTION &/OR PROCEDURE . NOTIFY ARCHITECT OF ANY FINDINGS PRIOR TO BIDS & / OR WORK
EXISTING WALL / ELEMENT TO BE REMOVED
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.) - SEE W1/A7.0
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.)OPTIONAL: PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER 3/8" SCRATCH COAT - SEE W2/A7.0
W2
W1
VOPTIONAL: "EL DORADO" PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER TILE BACKER BD. COATV.I.F. SUBSTRATE NEEDS FROM MANUF. PRIOR TO INSTALLATION
EXTERIOR: 5/8" STUCCO ON BOTH SIDES OF OVER 8" C.M.U. CORE / POURED CONC. - OMIT STUCCO FINISH AT CONCEALED SPACES (SAME FOR 6", 12" & 16") SEE W3 TYPE ASSEMB. ON A7.0
NEW INFILL, SURFACE / LEVELING PARTITION. DIFFERENT SIZE MTL STUDS / P.T. WD. FURR. @ 16" O.C. W/ 5/8" GYP. BD. ON EXPOSED SIDE TO 6" ABOVE CLG. SURFACE ( 3/4" to 12" STUDS / HATS / FURR. - V.I.F. & PROVIDE R-5 BD. INSUL. ON EXTERIOR WALLS AS NEEDED
P3
ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDES OF 31/2" WD. STUDS@ 16" O.C. W/ R-11 BATT INSULATION AT GARAGE. (OR 2x. AS NOTED ON PLANS) SIM. FOR BEARING WALLS - SEE P3/A7.0
W4
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x4 WD. STUDS (2x6, 2x8 - AS NOTED ON PLANS) @16" O.C. W/ R-11/ R-13 OR R-19 BATT INSULATIONEXTERIOR: 7/8" STUCCO & SELF-FURRING LATH OVER WATER RESIST. LAYER ON EXTERIOR GRADE 5/8" PLYW. / DENSEGLASS SHEATHING - SEE W4/A7.0
INDICATES EXISTING ELEMENT TO REMAIN - V.I.F.E
P1
P2
EXIST. KITCHEN.
EXIST. DINING
EXIST. BEDROOM #1
EXIST. BEDROOM #2
EXIST. LIVING RM.
EXIST. BATHROOM
EXIST. BATHROOM
EXIST. PANTRY
ALL ITEMS / ELEMENTS IN THIS AREA TO BE REMOVED
EXISTING BUILDING - PARTIAL DEMOLITION EXISTING BUILDING - TO REMAIN
ALL ITEMS / ELEMENTS IN THIS AREA TO BE REMOVED
EXISTING BUILDING & EXTERIOR DECK - PARTIAL DEMOLITION
ALL ITEMS / ELEMENTS IN COVERED PATIO AREA TO BE REMOVED
EXISTING PATIO - PARTIAL DEMOLITION
ALL
ITEM
S /
ELEM
ENT
S IN
TH
IS A
REA
TO
BE
REM
OV
ED
EXIS
TIN
G B
UIL
DIN
G
- PA
RT
IAL
DEM
OLI
TIO
N
EXISTING BUILDING AREA TO REMAINONLY PARTIAL REPAIR & DEMO WORK IN
THIS (SHADED) AREA - MAINTAN ALL FINISHES AS EXISRTING.
EXIS
TIN
G B
UIL
DIN
G
- T
O R
EMA
IN
029
029
E
E
E
CO
OR
D.
W/
NEW
WO
RK
5' -
6"
- C
UT
NEW
OPE
NIN
G
E
051
051
1572
057057
042
CO
OR
D.
W/
NEW
WO
RK
- S
TR
UC
T.
PAR
TIA
L W
ALL
REM
OV
AL
041
042
1629
1634
TO BE RELOC.
042
024
NEW OPN'G.
3' - 2" +/- 3' - 10"
041
042
042
042
042
EXISTING BUILDING - TO REMAIN
EXIST. DECK
EXIST. COV'D. PATIO
PARTIAL REMOVAL & DEMO NOTES:• INTERIOR DEMOLITION DEPICTED IS FOR NON-STRUCUTRAL - DAMAGED ELEMENTS
ONLY• PROVIDE SHORING-BRACING & OTHER TEMP. SUPPORT IN ALL AREAS DESIGNATED AS
PARTIAL DEMOLITION OR NEAR STRUCTURAL ELEMENTS. ALL DEMOLITION / REMOVAL. COORDINATE W/ FUTURE REPAIR / NEW WORK (TYP.)
• ALL ELECTRICAL WIRING RELATED TO DEMOLISHED ELEMENTS NEED TO BE REMOVED / CAPPED BACK TO MAIN ELEC. PANEL OR SERVICE ENTRANCE DISCONNECT
• THOSE ELEMENTS SHOWN AS TO REMAIN SHALL BE RE-CONNECTED TO EXIST./NEW CIRCUITS.- COORD. W/ NEW WORK
• ALL PLUMBING LINES RELATED TO DEMOLISHED ELEMENTS NEED TO REMOVED / CAPPED (V.I.F. & TEST FOR / REPAIR LEAKS)
• GC TO V.I.F. NEW/RELOC. PLUMB. & MANUF. SPEC'S. IN ORDER TO PROVIDE STUB & RISER EXACT LOCATION, CORRESPONDING DRILLS/THRU-SLAB / FLOOR FRAME PENETRATIONS. NOTIFY ARCHITECT OF ANY FINDINGS
• V.I.F. W/ OWNER ABOUT ALL EXISTING DOORS, WINDOWS & OTHER FIXTURES / APPLIANCES TO REMAIN, REPLACE OR UPGRADE AS REQUIRED
CEILING REMOVAL & DEMO NOTES:• REMOVE ALL EXISTING DAMAGED CEILINGS. PATCH AND SMOOTH OUT ALL AFFECTED
AREAS. (1)SCRATCH & (2) SMOOTH FINISH LAYERS MIN,• ANY ELECTRICAL FIXTURES AFFECTED BY DEMOLITION / REPAIR WORK SHALL BE
TEMPERORAILY REMOVED & COORDINATED W/ NEW WORK AS NEEDED - SEE ADDIT. NOTES
• ANY ELECTRICAL FIXTURES SHOWN ARE EXIST. TO REMAIN U.O.N. - WIRING RELATED TO DEMOLISHED ELEMENTS NEED TO BE REMOVED / CAPPED BACK TO MAIN ELEC. PANEL
• ALL CAPPED CEILING & WALL FIXTURE OPENINGS MUST BE PATCH & SMOOTH OUT. AS APPLICABLE.
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
00:4
0 A
M
A1.1D
A-21103
07/02/21
GH
MG
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
DAMAGED AREAS &DEMO PLANS
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
TAG KEYNOTES
TAG DESCRIPTION
024 EXIST. CONC. SLAB TO REMAIN
029 EXIST. HVAC ITEM TO BE REMOVED / RELOCATED - COORDINATE W/ NEW WORK
041STRUCUTRAL ELEMENT TO BE REMOVED - SEE PARTIAL DEMOLITION NOTES & STRUCURALDWGS. - COORDINATE W/ NEW WORK FOR ACCURATE LOCATION & ADJUSTMENTS
042EXIST. ELEMENT TO BE REMOVED - COORDINATE W/ NEW WORK FOR ACCURATELOCATION & ADJUSTMENTS
051REMOVE DOOR / WINDOW PRODUCT & DISPOSE OFF-SITE - COORD. W/ NEW WORK &OWNER FOR RE-USE IF NECESSARY
057REMOVE &/ OR RELOCATE CLG. / ELECT./HVAC & RELATED FIXTURE ELEMENTS - COORD. W/NEW WORK
1572 AIR HANDLING UNIT
1629 ELECTRIC METER
1634 ELECTRICAL DIST. PANEL 1/4" = 1'-0"A1.1D
1 1ST. FLOOR DEMOLITION - FLOOR PLAN
No. Description Date
F.O.W.
2' - 3"
COORD. W/ NEW WORK - STRUCT.
+/- 20' - 5"F.O.W.+/- 10"
ALL ITEMS / ELEMENTS IN THIS AREA TO BE REMOVED
EXISTING BUILDING - PARTIAL DEMOLITION
EXISTING BALCONY - PATIO DEMOLITION
EXISTING BALCONY - COMPLETE DEMOLITION
ALL
ITEM
S /
ELEM
ENT
S IN
TH
IS A
REA
TO
BE
REM
OV
ED
EXIS
TIN
G B
UIL
DIN
G
- PA
RT
IAL
DEM
OLI
TIO
N
ALL ITEMS / ELEMENTS IN THIS AREA TO BE REMOVED
EXISTING BUILDING - PARTIAL DEMOLITION
E
EXIS
TIN
G B
UIL
DIN
G
- T
O R
EMA
IN
E
E
E
051
051
052
052
052
052
042
042
041
CUT OPN'G.
4' - 5" 2' - 2"
ENLARGE DOOOR OPN'G.
+/- 6' - 6"
F.O.W.1' - 6"
OPN'G.
2' - 8" 8"
OPN'G.
2' - 8"
041041
E
F.O
.W.
+/-
11
"
OPN
'G.
2' -
10
"
041
054054
EXISTING ROOF STRUCTURE AREA TO BE REMOVED
REFER TO PARTIAL DEMO NOTES
042051 051
EXISTING BUILDING - TO REMAIN
PARTIAL REMOVAL & DEMO NOTES:• INTERIOR DEMOLITION DEPICTED IS FOR NON-STRUCUTRAL - DAMAGED ELEMENTS
ONLY• PROVIDE SHORING-BRACING & OTHER TEMP. SUPPORT IN ALL AREAS DESIGNATED AS
PARTIAL DEMOLITION OR NEAR STRUCTURAL ELEMENTS. ALL DEMOLITION / REMOVAL. COORDINATE W/ FUTURE REPAIR / NEW WORK (TYP.)
• ALL ELECTRICAL WIRING RELATED TO DEMOLISHED ELEMENTS NEED TO BE REMOVED / CAPPED BACK TO MAIN ELEC. PANEL OR SERVICE ENTRANCE DISCONNECT
• THOSE ELEMENTS SHOWN AS TO REMAIN SHALL BE RE-CONNECTED TO EXIST./NEW CIRCUITS.- COORD. W/ NEW WORK
• ALL PLUMBING LINES RELATED TO DEMOLISHED ELEMENTS NEED TO REMOVED / CAPPED (V.I.F. & TEST FOR / REPAIR LEAKS)
• GC TO V.I.F. NEW/RELOC. PLUMB. & MANUF. SPEC'S. IN ORDER TO PROVIDE STUB & RISER EXACT LOCATION, CORRESPONDING DRILLS/THRU-SLAB / FLOOR FRAME PENETRATIONS. NOTIFY ARCHITECT OF ANY FINDINGS
• V.I.F. W/ OWNER ABOUT ALL EXISTING DOORS, WINDOWS & OTHER FIXTURES / APPLIANCES TO REMAIN, REPLACE OR UPGRADE AS REQUIRED
CEILING REMOVAL & DEMO NOTES:• REMOVE ALL EXISTING DAMAGED CEILINGS. PATCH AND SMOOTH OUT ALL AFFECTED
AREAS. (1)SCRATCH & (2) SMOOTH FINISH LAYERS MIN,• ANY ELECTRICAL FIXTURES AFFECTED BY DEMOLITION / REPAIR WORK SHALL BE
TEMPERORAILY REMOVED & COORDINATED W/ NEW WORK AS NEEDED - SEE ADDIT. NOTES
• ANY ELECTRICAL FIXTURES SHOWN ARE EXIST. TO REMAIN U.O.N. - WIRING RELATED TO DEMOLISHED ELEMENTS NEED TO BE REMOVED / CAPPED BACK TO MAIN ELEC. PANEL
• ALL CAPPED CEILING & WALL FIXTURE OPENINGS MUST BE PATCH & SMOOTH OUT. AS APPLICABLE.
WALL LEGEND
NOTES:• U.N.O. ALL NEW INTERIOR PARTITIONS TO BE TYPE - SEE A7.0
• ON PARTITION SUBSTITUTE STANDARD 5/8" GYP. BD. FACING W/ GEORGIA PACIFIC 1/2" DENS-SHIELD TILE BACKER AT ALL WET AREAS
• ONLY THOSE WALL TYPES SHOWN/USED ON PLANS ARE APPLICABLE• ALL EXISTING TO REMAIN SURFACES DAMAGED DURING THE
DEMOLITION/CONSTRUCTION PROCESS SHALL BE PAINTED, PATCHED AND OR REPAIRED AS REQUIRED.
• ALL INTERIOR DIMENSIONS ARE TO CENTER LINE OF WALLS / FACE OF ANTICIPATED STUD SIZE, UNLESS OTHERWISE INDICATED. EXAMPLE F.O.W. = FACE OF WALL
• INSTALL 2x6 DIMENSIONAL BLOCKING IN ALL WALLS INDICATED TO RECEIVE WALL MOUNTED DEVICES AND/OR CABINETRY
• DEBRIS SHALL BE REMOVED FROM THE BUILDING DAILY• ALWAYS ALIGN FACES & WALL FINISHES, UNLESS OTHERWISE NOTED• G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/ OWNER PRIOR TO
ORDERING• ALL INTERIOR FRAME PARTITIONS INSIDE/ADJACENT TO WET / HUMID AREAS OR
ROOMS & TO RECEIVE PORCELAIN, STONE OR CERAMIC TILE TYPE FINISHES SHALL BE INSTALLED OVER 1/2" DENS-SHIELD TILE BACKER BOARD BY "GEORGIA PACIFIC" - OR EQUAL
• V.I.F. ALL FINISHES ON EXTERIOR WALLS & REPAIR UPGRADE AS NECESSARY, EVEN IF THE WALL LEGEND STIPULATES ANOTHER FINISH. ULTIMATELY SITE CONDITIONS WILL IMPOSE FINAL SELECTION &/OR PROCEDURE . NOTIFY ARCHITECT OF ANY FINDINGS PRIOR TO BIDS & / OR WORK
EXISTING WALL / ELEMENT TO BE REMOVED
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.) - SEE W1/A7.0
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.)OPTIONAL: PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER 3/8" SCRATCH COAT - SEE W2/A7.0
W2
W1
VOPTIONAL: "EL DORADO" PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER TILE BACKER BD. COATV.I.F. SUBSTRATE NEEDS FROM MANUF. PRIOR TO INSTALLATION
EXTERIOR: 5/8" STUCCO ON BOTH SIDES OF OVER 8" C.M.U. CORE / POURED CONC. - OMIT STUCCO FINISH AT CONCEALED SPACES (SAME FOR 6", 12" & 16") SEE W3 TYPE ASSEMB. ON A7.0
NEW INFILL, SURFACE / LEVELING PARTITION. DIFFERENT SIZE MTL STUDS / P.T. WD. FURR. @ 16" O.C. W/ 5/8" GYP. BD. ON EXPOSED SIDE TO 6" ABOVE CLG. SURFACE ( 3/4" to 12" STUDS / HATS / FURR. - V.I.F. & PROVIDE R-5 BD. INSUL. ON EXTERIOR WALLS AS NEEDED
P3
ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDES OF 31/2" WD. STUDS@ 16" O.C. W/ R-11 BATT INSULATION AT GARAGE. (OR 2x. AS NOTED ON PLANS) SIM. FOR BEARING WALLS - SEE P3/A7.0
W4
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x4 WD. STUDS (2x6, 2x8 - AS NOTED ON PLANS) @16" O.C. W/ R-11/ R-13 OR R-19 BATT INSULATIONEXTERIOR: 7/8" STUCCO & SELF-FURRING LATH OVER WATER RESIST. LAYER ON EXTERIOR GRADE 5/8" PLYW. / DENSEGLASS SHEATHING - SEE W4/A7.0
INDICATES EXISTING ELEMENT TO REMAIN - V.I.F.E
P1
P2
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
00:4
1 A
M
A1.2D
A-21103
07/02/21
Author
Checker
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
DAMAGED AREAS -2ND. FLOOR DEMO
PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
No. Description Date
1/4" = 1'-0"A1.2D
1 2ND. FLOOR - DEMO PLAN
TAG KEYNOTES
TAG DESCRIPTION
041STRUCUTRAL ELEMENT TO BE REMOVED - SEE PARTIAL DEMOLITION NOTES & STRUCURALDWGS. - COORDINATE W/ NEW WORK FOR ACCURATE LOCATION & ADJUSTMENTS
042EXIST. ELEMENT TO BE REMOVED - COORDINATE W/ NEW WORK FOR ACCURATELOCATION & ADJUSTMENTS
051REMOVE DOOR / WINDOW PRODUCT & DISPOSE OFF-SITE - COORD. W/ NEW WORK &OWNER FOR RE-USE IF NECESSARY
052 REMOVE & RELOCATE FIXTURE ELEMENT - COORD. W/ NEW WORK
054REMOVE FLOORING, BASE TRIM & RELATED ROOM FINISHES TO BE AFFECTED BY NEWWORK - COORD. W/ FLOOR PLANS & NEW ALTERATIONS
WH
W &
D.
FD
A3.121
A3.10
2
182 SF
DINING ROOM
102
GREAT ROOM
101
56 SF
CABANA
104A
A3.10
1
A3.11 1
438 SF
2 CAR GARAGE
109
171 SF
BEDROOM #1
103
176 SF
LIBRARY
104
51 SF
ENTRY
100
46 SF
BATH #1
103A
44 SF
UTIL.
106
1578
1578
1542
2
A3.12
2
A3.12
3
A3.10
3
A3.10
2
A3.11
2
A3.11
1/8
" /
12
"
22 SF
PANTRY
110A
1572
EXIST.
1548
RELOC.
BOOK'SALCOVE
1541
1546.H
1093
1542
931
1546.H
POOL -SHWR.
672
1158
590
669
1546
1156
1155
1546
1541
1542
STOR.
643
552
1035
405
405
304
304 304
235 SF
COVERED PATIO
108
(E) KITCHEN
110
PWDR.
105
PLANTER
PLANTER
PLANTER
925
282
925
282
282
MATCH
MA
TC
H
1545
15411542 931
W108
W109
W110W111
W103
W112W113W114
W115
W116
W104 W105
W119
W102W101
W117
W118
W106
W107
D101-2
D104-2
D109-3
D105-1
D101-1
D103-1
D103-2
D106-1
D110-1
D104-4
D103-3
D102-1
D104-3
D110-2
D109-1
D101-67
D101-71
D102-2
D101-3 D109-2
D104-1
233 SF
TERRACE
107
EXIST. AREA TO REMAINONLY REPAIR WORK IN
THIS AREA
1554
E
E
E
E
E
W1
W1
W1
W1
P1
W1
W1
W1W1
P1
P1
W1
W1
W1
W3W3
W3
W3W3
W3
W3
W1
W1
W3
W3
P1
P2
P1
405
SEE ELEV.
W1
P1
2x4TYP.
P1
2x8
2x4TYP.
2x8
W4 2x6
P1
P1v
2x4SEE 2/A3.12
2x6
E
405
SEE ELEV.
W3
SEE ELEV.
W3
+/-6"
+/-
6"
+/-6"
+/-
6" +
/-6" +
/-6"+
/-6" +
/-6"
+/-
6"
+/-
6"
+/-
6"
+/-7"+/-7"
1"
1"
4"
P1
2x8
GENERAL INFORMATION REFERENCES:
A. REFER TO SHEETS A2.11 & A2.21 FOR DIMENSIONS
B. REFER TO SHEET 2.30 FOR INFROMATION + ROOF PLAN & SHEET A7.0 FOR ASSEMBLY DETAILS
C. REFER TO SHEET 2.40 FOR OPENING & FINISH SCHEDULES
D. REFER TO SHEETS A6.11 & A6.21 FOR CEILINGS & OVERHEAD ELEMENTS
WALL LEGEND
NOTES:• U.N.O. ALL NEW INTERIOR PARTITIONS TO BE TYPE - SEE A7.0
• ON PARTITION SUBSTITUTE STANDARD 5/8" GYP. BD. FACING W/ GEORGIA PACIFIC 1/2" DENS-SHIELD TILE BACKER AT ALL WET AREAS
• ONLY THOSE WALL TYPES SHOWN/USED ON PLANS ARE APPLICABLE• ALL EXISTING TO REMAIN SURFACES DAMAGED DURING THE
DEMOLITION/CONSTRUCTION PROCESS SHALL BE PAINTED, PATCHED AND OR REPAIRED AS REQUIRED.
• ALL INTERIOR DIMENSIONS ARE TO CENTER LINE OF WALLS / FACE OF ANTICIPATED STUD SIZE, UNLESS OTHERWISE INDICATED. EXAMPLE F.O.W. = FACE OF WALL
• INSTALL 2x6 DIMENSIONAL BLOCKING IN ALL WALLS INDICATED TO RECEIVE WALL MOUNTED DEVICES AND/OR CABINETRY
• DEBRIS SHALL BE REMOVED FROM THE BUILDING DAILY• ALWAYS ALIGN FACES & WALL FINISHES, UNLESS OTHERWISE NOTED• G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/ OWNER PRIOR TO
ORDERING• ALL INTERIOR FRAME PARTITIONS INSIDE/ADJACENT TO WET / HUMID AREAS OR
ROOMS & TO RECEIVE PORCELAIN, STONE OR CERAMIC TILE TYPE FINISHES SHALL BE INSTALLED OVER 1/2" DENS-SHIELD TILE BACKER BOARD BY "GEORGIA PACIFIC" - OR EQUAL
• V.I.F. ALL FINISHES ON EXTERIOR WALLS & REPAIR UPGRADE AS NECESSARY, EVEN IF THE WALL LEGEND STIPULATES ANOTHER FINISH. ULTIMATELY SITE CONDITIONS WILL IMPOSE FINAL SELECTION &/OR PROCEDURE . NOTIFY ARCHITECT OF ANY FINDINGS PRIOR TO BIDS & / OR WORK
EXISTING WALL / ELEMENT TO BE REMOVED
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.) - SEE W1/A7.0
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.)OPTIONAL: PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER 3/8" SCRATCH COAT - SEE W2/A7.0
W2
W1
VOPTIONAL: "EL DORADO" PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER TILE BACKER BD. COATV.I.F. SUBSTRATE NEEDS FROM MANUF. PRIOR TO INSTALLATION
EXTERIOR: 5/8" STUCCO ON BOTH SIDES OF OVER 8" C.M.U. CORE / POURED CONC. - OMIT STUCCO FINISH AT CONCEALED SPACES (SAME FOR 6", 12" & 16") SEE W3 TYPE ASSEMB. ON A7.0
NEW INFILL, SURFACE / LEVELING PARTITION. DIFFERENT SIZE MTL STUDS / P.T. WD. FURR. @ 16" O.C. W/ 5/8" GYP. BD. ON EXPOSED SIDE TO 6" ABOVE CLG. SURFACE ( 3/4" to 12" STUDS / HATS / FURR. - V.I.F. & PROVIDE R-5 BD. INSUL. ON EXTERIOR WALLS AS NEEDED
P3
ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDES OF 31/2" WD. STUDS@ 16" O.C. W/ R-11 BATT INSULATION AT GARAGE. (OR 2x. AS NOTED ON PLANS) SIM. FOR BEARING WALLS - SEE P3/A7.0
W4
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x4 WD. STUDS (2x6, 2x8 - AS NOTED ON PLANS) @16" O.C. W/ R-11/ R-13 OR R-19 BATT INSULATIONEXTERIOR: 7/8" STUCCO & SELF-FURRING LATH OVER WATER RESIST. LAYER ON EXTERIOR GRADE 5/8" PLYW. / DENSEGLASS SHEATHING - SEE W4/A7.0
INDICATES EXISTING ELEMENT TO REMAIN - V.I.F.E
P1
P2
STAIR / STAIR WAY & GUARD / HANDRAIL NOTES:1. NEW 40"w. WOOD CLOSED RISERS STAIR - AS DEPICTED - W/ 17 RISERS @7.118"h. EA. & 10.75" STAINED WOOD TREADS
W/ 3/4" NOSING. VERIFY ALL FIELD CONDITIONS PRIOR TO ISSUING ENGINEERED SHOP DWGS FOR REVIEW - PROVIDE MIN. (3) 2x. WD. STRINGERS & FIRE BLOCKING @ TOP & BOTT. OF EA. FLIGHT OF STAIRS, AS WELL AS BETWEEN STUDS ALONG & IN LINE W/ ADJACENT RUN OF STAIRS, AS NEEDED
2. ANY / ALL "USABLE" / CONCELAED SPACES UNDERNEATH STAIRS TO BE FINISHED W/ 5/8" GYP.BD. FINISH MIN.
3. PROVIDE OWNER SELECTED 36"h. MTL. HAND / GUARD RAIL ABLE TO WITHSTAND 200#/L.FT. FORCE @TOP RAIL & TO REJECT A 4" DIAM. OBJECT BY IT'S DESIGN - 2"h. MAX. BOTT. RAIL SPACE
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
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rein
c.c
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CO
NSU
LTA
NT
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INC
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8461 L
ake W
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Lake W
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3467 |
561. 693.2
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FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
00:5
9 A
M
A2.10
A-21103
07/02/21
G.H.
M.G.
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
1st. FLOORINFORMATION PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
1/4" = 1'-0"A2.10
1 INFORMATION FLOOR PLAN
No. Description Date
TAG KEYNOTES
TAG DESCRIPTION
282 SITE FENCE & GATE - SEE SHOP DWGS / UNDER SEPARATE PERMIT
304 POURED IN PLACE CONCRETE COLUMN (SEE STRUCTURE FOR REINFORCING)
405 CAST STONE VENEER COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
552 36" TO 42" HIGH METAL GUARD RAIL - SEE RAIL NOTES
590PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ. -PROVIDE ACTUAL MATERAIL & COLOR SAMPLE FOROWNER'S SELECTION
643 CLOSED RISER WOOD STAIR - SEE STAIR NOTES & SHOP DWGS. BY OTHERS
669 36"H. QUARTZ COUNTERTOP W/ KITCHEN WOODEN CABIBETS BELOW AT ISLAND AREA - SEE CAB. SHOP DWGS BY OTHERS
672 36"H. QUARTZ COUNTERTOP W/ ST-STL CAB-DOORS BELOW AT GRILL AREA - SEE SHOP DWGS BY OTHERS
931RECT-PORCELAIN WALL TILE & TRIM ALL AROUND SHOWER AREA - PROVIDE FLOOR TO CEILING CONT. FINISH - V.I.F. W/OWNER FOR FINAL SELECTION
1035PRE-FAB UL RATED ELECTRIC L.E.D. SIMULATED FIREPLACE UNIT - FOLLOW MANUF. SPEC'S & INSTALLATION PROCEDURES -V.I.F. ALL SURROUNDING ELEMENTS & CORID. W/ OWNER'S FINAL SELECTION
1093TEMP. GLASS SHOWER ENCLOSURE & DR. W/ 4" SHOWER CURB - PROVIDE ALL BRASS / ST-STL. HARDWARE - SEE SECTION10/A0.01 & PROVIDE SHOP DWGS & SAMPLE FOR REVIEW & FINAL SELECTION
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
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CO
NSU
LTA
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CO
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LTA
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(561
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WA
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INC
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AA26001335
8461 L
ake W
orth
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| S
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Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
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inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:0
1 A
M
A2.11
A-21103
07/02/21
G.H.
M.G.
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
1st. FLOOR DIMENSIONFLOOR PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
No. Description Date
1/4" = 1'-0"A2.11
1 1ST FLOOR - DIMENSION PLAN
PLANTER PLANTER
WH
DN
FD
4
A3.10
1
2
A3.12
2
A3.12
3
A3.10
3
A3.10
2
A3.11
2
A3.11
464 SF
GREAT ROOM
101
220 SF
MASTER BALCONY
201D
365 SF
MASTER SUITE
201
147 SF
MASTER BATH
201C
113 SF
W.I.C.
201A
158 SF
DECK
200A
173 SF
MASTER DECK
201E
BEDROOM #4
202
BEDROOM #5
203
BATH #5
203A
BATH #4
202A
W.1.C.
202B
W.I.C.
203B
1572
1546.H
489
1541
1542
489552
590
588
1/8
" /
12
"
916
444
552 912.E
444
444
1544
1093
1546.H
1542
1541
671
552
915
ALL-ARND ELEMENT
643
552
EL. 11' - 4" T.O. SUB-FLOOR
EL. 10' - 1" T.O. SUB-FLOOR MATCHFRAME-IN
FLOOR AREA
671.O
10901090
10901090
10901090
1/8
" /
12
"
444
489
732
645521
583
E
EE
W1
W1
W1
W1
P1
W1
W1
P3
W1W1
W4
P1
W4
W1
W1
E
P1
E
W4
TYP.
P3
2x6
2x4
2x4
2x8
TYP.
2x10
2x8
521
583
2x42x4
W4
W4
912.F
522
521
BOX
732
645
668
1546
1093
931
LIN.
LOFT
200
W202W201
W214W215
W208
W210W211
W217
W216
W206 W207
W205W203 W204
W213
W209
W212
MATCH EXIST.
D202-1
D200-1
D202-3
D203-4
D202-2
D203-3
D203-2
D201-7
D201-1
D201-4
D201-5
D201-2
D203-1D201-3
D201-6
4"
/ 1
2"
4"
/ 1
2"
4"
/ 1
2"
+/-
6"
+/-
6"
+/-
6"
1549
WALL LEGEND
NOTES:• U.N.O. ALL NEW INTERIOR PARTITIONS TO BE TYPE - SEE A7.0
• ON PARTITION SUBSTITUTE STANDARD 5/8" GYP. BD. FACING W/ GEORGIA PACIFIC 1/2" DENS-SHIELD TILE BACKER AT ALL WET AREAS
• ONLY THOSE WALL TYPES SHOWN/USED ON PLANS ARE APPLICABLE• ALL EXISTING TO REMAIN SURFACES DAMAGED DURING THE
DEMOLITION/CONSTRUCTION PROCESS SHALL BE PAINTED, PATCHED AND OR REPAIRED AS REQUIRED.
• ALL INTERIOR DIMENSIONS ARE TO CENTER LINE OF WALLS / FACE OF ANTICIPATED STUD SIZE, UNLESS OTHERWISE INDICATED. EXAMPLE F.O.W. = FACE OF WALL
• INSTALL 2x6 DIMENSIONAL BLOCKING IN ALL WALLS INDICATED TO RECEIVE WALL MOUNTED DEVICES AND/OR CABINETRY
• DEBRIS SHALL BE REMOVED FROM THE BUILDING DAILY• ALWAYS ALIGN FACES & WALL FINISHES, UNLESS OTHERWISE NOTED• G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/ OWNER PRIOR TO
ORDERING• ALL INTERIOR FRAME PARTITIONS INSIDE/ADJACENT TO WET / HUMID AREAS OR
ROOMS & TO RECEIVE PORCELAIN, STONE OR CERAMIC TILE TYPE FINISHES SHALL BE INSTALLED OVER 1/2" DENS-SHIELD TILE BACKER BOARD BY "GEORGIA PACIFIC" - OR EQUAL
• V.I.F. ALL FINISHES ON EXTERIOR WALLS & REPAIR UPGRADE AS NECESSARY, EVEN IF THE WALL LEGEND STIPULATES ANOTHER FINISH. ULTIMATELY SITE CONDITIONS WILL IMPOSE FINAL SELECTION &/OR PROCEDURE . NOTIFY ARCHITECT OF ANY FINDINGS PRIOR TO BIDS & / OR WORK
EXISTING WALL / ELEMENT TO BE REMOVED
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.) - SEE W1/A7.0
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x P.T. WD. / 1 5/8" MTL. FURRING @24" O.C. W/ R 5.0 BD. INSUL. EXTERIOR: 5/8" STUCCO OVER 8" C.M.U. CORE / POURED CONC. (SAME FOR 6", 12" & 16" C.M.U.)OPTIONAL: PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER 3/8" SCRATCH COAT - SEE W2/A7.0
W2
W1
VOPTIONAL: "EL DORADO" PRE-CAST STONE VENEER ON MODIFIED SETTING MORTAR OVER TILE BACKER BD. COATV.I.F. SUBSTRATE NEEDS FROM MANUF. PRIOR TO INSTALLATION
EXTERIOR: 5/8" STUCCO ON BOTH SIDES OF OVER 8" C.M.U. CORE / POURED CONC. - OMIT STUCCO FINISH AT CONCEALED SPACES (SAME FOR 6", 12" & 16") SEE W3 TYPE ASSEMB. ON A7.0
NEW INFILL, SURFACE / LEVELING PARTITION. DIFFERENT SIZE MTL STUDS / P.T. WD. FURR. @ 16" O.C. W/ 5/8" GYP. BD. ON EXPOSED SIDE TO 6" ABOVE CLG. SURFACE ( 3/4" to 12" STUDS / HATS / FURR. - V.I.F. & PROVIDE R-5 BD. INSUL. ON EXTERIOR WALLS AS NEEDED
P3
ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDES OF 31/2" WD. STUDS@ 16" O.C. W/ R-11 BATT INSULATION AT GARAGE. (OR 2x. AS NOTED ON PLANS) SIM. FOR BEARING WALLS - SEE P3/A7.0
W4
INTERIOR: ONE LAYER OF 5/8" GYPSUM BOARD ON 2x4 WD. STUDS (2x6, 2x8 - AS NOTED ON PLANS) @16" O.C. W/ R-11/ R-13 OR R-19 BATT INSULATIONEXTERIOR: 7/8" STUCCO & SELF-FURRING LATH OVER WATER RESIST. LAYER ON EXTERIOR GRADE 5/8" PLYW. / DENSEGLASS SHEATHING - SEE W4/A7.0
INDICATES EXISTING ELEMENT TO REMAIN - V.I.F.E
P1
P2
GENERAL INFORMATION REFERENCES:
A. REFER TO SHEETS A2.11 & A2.21 FOR DIMENSIONS
B. REFER TO SHEET 2.30 FOR INFROMATION + ROOF PLAN & SHEET A7.0 FOR ASSEMBLY DETAILS
C. REFER TO SHEET 2.40 FOR OPENING & FINISH SCHEDULES
D. REFER TO SHEETS A6.11 & A6.21 FOR CEILINGS & OVERHEAD ELEMENTS
2
A3.11177 SF
OBSERVATIONDECK
301
TEAK-BENCH
TEA
K-B
ENC
H
1/8
" /
12
"
1/8" / 12"
682
DECO-PLANTERSOPTIONAL - V.I..F
W4
W4
W4W4
588
645
732
MA
TC
H
EL. 21' - 5 1/4"
V.I.F.
522
EL. 25' - 4"
912.F
SPIRAL STAIR / STAIR WAY & GUARD / HANDRAIL NOTES:1. NEW 28"w. PRE-FAB. METAL SPIRAL STAIR - AS DEPICTED - W/ 15 OPEN RISERS @8.5"h. EA. & RADIAL TREADS @ 9.625",
MEASURED AT THE WALKLINE (FBC-R R311.7.10.1). VERIFY ALL FIELD CONDITIONS PRIOR TO ISSUING ENGINEERED SHOP DWGS FOR REVIEW - SHOP DWGS TO INCLUDE ALL SUPPORT, CONNECTIONS TO BLDG. STRUCTURE & LANDING PLATFORM.
2. PROVIDE OWNER SELECTED 36"h. MTL. HAND / GUARD RAIL ABLE TO WITHSTAND 200#/L.FT. FORCE @TOP RAIL & TO REJECT A 4" DIAM. OBJECT BY IT'S DESIGN - 2"h. MAX. BOTT. RAIL SPACE
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
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CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
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,
CO
NSU
LTA
NT
1138
8OKE
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VD.,
SUIT
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101
RO
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PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
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n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:0
5 A
M
A2.20
A-21103
07/02/21
GH
MG
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
2nd. FLOORINFORMATION PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
No. Description Date
1/4" = 1'-0"A2.20
1 2ND. FLOOR - INFORMATION PLAN
TAG KEYNOTES
TAG DESCRIPTION
444NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVE MEDIUM MANUF. SPECS. - V.I.F. W/ FINAL PRODUCTSELECTION
489 CAST STONE ARCH-CAST STONE SILL - COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
521 PRE-FINISHED METAL GUTTER
522 PRE-FINISHED INTEGRAL 6"-SQ. METAL SCUPPER
552 36" TO 42" HIGH METAL GUARD RAIL - SEE RAIL NOTES
583 6" Ø / SQ. PRE FIN. METAL DOWNSPOUT & GROUND SPLASH BLOCK
588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG. SHOP DWGS FOR REVIEW& SELECTION
590 PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ. -PROVIDE ACTUAL MATERAIL & COLOR SAMPLE FOR OWNER'S SELECTION
643 CLOSED RISER WOOD STAIR - SEE STAIR NOTES & SHOP DWGS. BY OTHERS
645 PAINTED CONT. 2X WOOD FASCIA - SEE WALL SECTIONS
668 36"H. QUARTZ COUNTERTOP W/ WOODEN CABINETS BELOW & ABOVE - SEE CAB. SHOP DWGS BY OTHERS
671 30"H.QUARTZ TOP AT NICHE - BUILT-IN AREA - SEE SHOP DWGS BY OTHERS
671.O 29 1/2"H. SEALED WOOD TOP & SUPPORTS AT DESK AREA - PROVIDE MIN. 27" KNEE-SPACE BELOW CONTER - SEE CAB. SHOP DWGS BY OTHERS
682SIMULATED COMPOSITE ALL WEATHER COMPOSITE PLANKS BENCH SURFACE - PROVIDE TEAK+IPE+CHARCOAL COMBINATION - PROVIDE ENG. SHOP DWGS. &COLOR SMAPLES FOR OWNER SELECTION.
732SPANISH / S-TILE TYPE ROOFING TILE OVER APPROVED UNDERLAYMENT / WATERPROOFING MEMBRANE ASSEMBLY - SEE SECTION 07/A0.01 & N.O.A. DOCS SUBMITTEDBY THE GC / SUBCONTRACTOR FOR FINAL SELECTED PRODUCT / SYSTEM
912.E MEDIUM SET PORCELAIN / SHELLSTONE TILE OVER NON-SHRINK CEMENT (SLOPED TO OPEN EDGE) & SUB-FLOOR WATERPROOFING - "PLYDECK-U" OR SIM.
912.F MEDIUM SET PORCELAIN / SHELLSTONE TILE OVER NON-SHRINK CEMENT (SLOPED TO DRAIN / SCUPPER) & SUB-FLOOR WATERPROOFING - "PLYDECK-U" OR SIM.
915 PRE-CAST ARCH. STONE VENEER OVER STRUCT. MTL.FRAME
916 EXTERIOR GRADE RECT. PORCELAIN ON CONC. SLAB - SEE SELECTED MANUF. SPEC & INSTALL. DETAILS
931 RECT-PORCELAIN WALL TILE & TRIM ALL AROUND SHOWER AREA - PROVIDE FLOOR TO CEILING CONT. FINISH - V.I.F. W/ OWNER FOR FINAL SELECTION
1090 PROVIDE ROD & SHELVING / CLOSET SPECIALTY CABINETRY - SEE SHOP DWGS BY OTHERS
1093TEMP. GLASS SHOWER ENCLOSURE & DR. W/ 4" SHOWER CURB - PROVIDE ALL BRASS / ST-STL. HARDWARE - SEE SECTION 10/A0.01 & PROVIDE SHOP DWGS & SAMPLEFOR REVIEW & FINAL SELECTION
1541 WATER CLOSET W/ 32"MIN. CLEAR WIDTH SPACE - PROVIDE "KOHLER. "DURAVIT" OR -EQ. - V.I.F, W/ OWNER FOR FINAL SELECTION
1542 34"H. LAVATORY - PROVIDE "KOHLER. "DURAVIT" OR -EQ. - V.I.F, W/ OWNER FOR FINAL SELECTION - PROVIDE WALL MIRROE AS SELECTED BY OWNER
1544 FREE-STANDING TUB - PROVIDE "KOHLER. "DURAVIT" OR -EQ. - V.I.F, W/ OWNER FOR FINAL SELECTION
1546 UNDER-COUNTER ST-STL. SINK & FAUCET - V.I.F, W/ OWNER FOR FINAL SELECTION
1546.H ST-STL. FINISH SHOWER FIXTURE - V.I.F, W/ OWNER FOR FINAL SELECTION
1549 LINEAR SHOWER FLOOR DRAIN - "SCHLUTER SYSTM" OR EQ.
1572 AIR HANDLING UNIT
1/4" = 1'-0"A2.20
2 OBSERVATION DECK
FD
DN
GENERAL INFORMATION REFERENCES:
A. REFER TO SHEETS A2.11 & A2.21 FOR DIMENSIONS
B. REFER TO SHEET 2.30 FOR INFROMATION + ROOF PLAN & SHEET A7.0 FOR ASSEMBLY DETAILS
C. REFER TO SHEET 2.40 FOR OPENING & FINISH SCHEDULES
D. REFER TO SHEETS A6.11 & A6.21 FOR CEILINGS & OVERHEAD ELEMENTS
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:0
7 A
M
A2.21
A-21103
07/02/21
Author
Checker
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
2nd FLOORDIMENSION PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
No. Description Date
1/4" = 1'-0"A2.21
1 2ND. FLOOR - DIMENSION PLAN
1/4" = 1'-0"A2.21
2 OBSERVATION DECK
R3 ROOF ASSEMBLYSEE R3/A7.0
(NEW ROOF STRUCT.)
R1 ROOF ASSEMBLYSIM. ROOFING TO
R1/A7.0(NEW ROOF STRUCT.)
2
A3.12
2
A3.12
3
A3.10
3
A3.10
2
A3.11
2
A3.11
R1 ROOF ASSEMBLYSIM. TO R1/A7.0(EXIST. ROOF
STRUCT. TO REMAIN)
R1 ROOF ASSEMBLYSIM. ROOFING TO
R1/A7.0(NEW ROOF STRUCT.)
R3 ROOF ASSEMBLYSEE R3/A7.0
(NEW ROOF STRUCT.)R2 ROOF ASSEMBLY
SEE R2/A7.0(NEW ROOF STRUCT.)
R3 ROOF ASSEMBLYSEE R3/A7.0
(NEW ROOF STRUCT.)
F4 DECK ASSEMBLYSEE F4/A7.0
(NEW BALCONY STRUCT.)
F4 DECK ASSEMBLYSEE F4/A7.0
(NEW STRUCT.)
F3 ROOF ASSEMBLYSEE F3/A7.0
(NEW BALCONY STRUCT.)
F4 DECK ASSEMBLYSEE F4/A7.0
(NEW STRUCT.)
1/8
" /
12
"
1/4" / 12" 1/4" / 12"+/- 13"
1/4" / 12"
1/4
" /
12
"1
/4"
/ 1
2"
1/4
" /
12
"1
/4"
/ 1
2"
1/4
" /
12
"1
/4"
/ 1
2" 1/4" / 12"
1/4
" / 12"
OPEN
591
591
591
591
591
OVERFLOW
522
6" sq.-TYP. OVERFLOW
OVERFLOW TYP.- 4" MAX ABV. MAIN SCUPPERS
522
MA
TC
H
522
521
521
552
552 444
444
444
1/8" / 12"
588
364 SF.
117 SF.6" sq.
SCUPPER4"sq. DS.
TYP.
568 S
F.
684 SF.
6" sq.SCUPPER4"sq. DS.
TYP.
R3 ROOF ASSEMBLYSEE R3/A7.0
(NEW ROOF STRUCT.)
R3 ROOF ASSEMBLYSEE R3/A7.0
(NEW ROOF STRUCT.)
1/8
" /
12
"
1/8
" /
12
"
4"
/ 1
2"
4"
/ 1
2"
4"
/ 1
2"
4" / 12"
4"
/ 1
2"
4"
/ 1
2"
4"
/ 1
2"
3-PLY SBS MEMBRANE REFERNCE DETAIL NOTES:1. BASIS OF DESIGN "JOHNS MANVILLE" SBS MEMBRANE ROOFING - SEE R1/A7.02. BASIS OF DESIGN SCUPPER DETAILS AS PER MANUF. DETAIL HW-21 & HW-223. BASIS OF DESIGN PLUMBING VENT AS PER MANUF. DETAIL HW-94. BASIS OF DESIGN PARAPET COPING DETAIL AS PER MANUF. DETAIL HW-2(PT)5. BASIS OF DESIGN WOOD WALL PARAPET DETAIL AS PER MANUF. DETAIL HW-3 (WH)6. BASIS OF DESIGN CMU / CONC.WALL PARAPET DETAIL AS PER MANUF. DETAIL HW-6 (TH)7. BASIS OF DESIGN EXPANSION JOINT DETAIL AS PER MANUF. DETAIL HW-18. BASIS OF DESIGN ROOF-VENT / STACK DETAIL AS PER MANUF. DETAIL HW-10 & HW-239. AlTERNATE / SUBSTITUTES TO BE REVIEWED IF EQ. OR BETTER
GENERAL INFORMATION REFERENCES:
A. REFER TO SHEETS A2.11 & A2.21 FOR DIMENSIONS
B. REFER TO SHEET 2.30 FOR INFROMATION + ROOF PLAN & SHEET A7.0 FOR ASSEMBLY DETAILS
C. REFER TO SHEET 2.40 FOR OPENING & FINISH SCHEDULES
D. REFER TO SHEETS A6.11 & A6.21 FOR CEILINGS & OVERHEAD ELEMENTS
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:1
3 A
M
A2.30
A-21103
07/02/21
G.H.
M.G.
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
ROOF PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
1/4" = 1'-0"A2.30
1 ROOF PLAN
TAG KEYNOTES
TAG DESCRIPTION
444NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVEMEDIUM MANUF. SPECS. - V.I.F. W/ FINAL PRODUCT SELECTION
521 PRE-FINISHED METAL GUTTER
522 PRE-FINISHED INTEGRAL 6"-SQ. METAL SCUPPER
552 36" TO 42" HIGH METAL GUARD RAIL - SEE RAIL NOTES
588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAILNOTES - PROVIDE PRE-ENG. SHOP DWGS FOR REVIEW & SELECTION
591 SQ. PRE FIN. METAL GUTTER BOX & DOWNSPOUT
No. Description Date
PWDR
AREA OF WORK ONLY
MASTER
BATH.
TUB/SHWR.
3" V.T.R.
4"
LAV.
WC.
2"
KITCHEN
STUDORVENT
TO EXIST. LINES /
INTO LINE
CONNECTIONV.I.F.
SINK
2"C.O.
LAV.
WC.
3"
3"
TO EXIST. LINES /
INTO LINE
CONNECTIONV.I.F.
TUB
WASH.SINK
2"
C.O.2"
UTIL.
2" V.T.R.
TO EXIST. L
INES /
INTO LIN
E
CONNECTION
V.I.F.
4"3"
2"2"
4"
2"
LAV.
C.O.
BATH #1
TO EXIST. LINES /
INTO LINE
CONNECTIONV.I.F.
C.O.
LAV.SHWR.
WC.
2"
2"
2"
3"
3"
2" V.T.R.
CABANASHWR.
2" V.T.W.
C.O.
C.O.
3" V.T.R.
3" DN.
3"
3"
3"
3"
3"
2"2"
2"
2"2"
2"
C.O.
BATH #5
BATH #4
WC.
3" DN.
C.O.
2" V.T.R.(BELOW)
2"C.O.
2" V.T.R.
2" V.T.R.
LAV.
SHWR.
LAV.
LAV.SHWR.
SHWR.
WC.
WC.
SINK
3" V.T.R.
2"
2"
2"
2"
2"
2"
3" DN.
3"
2"
3"
3" DN.
2" V.T.R.
C.O.
3"
3"
4"
ROOM FINISH NOTES:1. ALL WALLS SHALL RECEIVE (2) COATS (MIN.) "BENJAMIN MOORE / SHERWIN WIILLIAMS"" FIRST QUALITY EGGSHELL FINISH LATEX PAINT OVER (1) COAT OF PRIMER-SEALER (U.O.N). V.I.F. FINAL COLOR & FINISH W/ OWNER2. ALL ELECTRICAL OUTLETS + SWITCHES SHALL BE "DECORA" TYPE. COLOR: WHITE, OR AS SELECTED BY OWNER3. UNDER NO CIRCUMSTANCES SHALL VINYL WALL COVERING BE INSTALLED ON BUILDING PERIMETER EXTERIOR WALLS.4. SOME EXISTING SPACES MAY HAVE VARYING STUD & GYP. BD. DIMENSIONAL DEPTHS. G.C. SHALL FIELD SURVEY EXIST. CONDITIONS FOR SPECIFIC PARTITION CONDITIONS PRIOR TO PLACING OR ORDERING MATERIALS. 5. ALL NEW PLUMBING FIXTURES NEED TO BE VERIFIED W/ OWNER SELECTIONS. COORDINATE ADEQUATE INSTALLATION, SERVICING, TROUBLESHOOTING & LOCATIONS (V.I.F.)6. SEE ENLARGED PLANS AND / OR INTERIOR ELEVATIONS FOR ADDITIONAL / SPECIFIC DETAILS AND FINISHES - AS APPLICABLE7. ALL INTERIOR FRAME PARTITIONS INSIDE / ADJACENT TO WET / HUMID AREAS OR ROOMS & TO RECEIVE PORCELAIN, STONE OR CERAMIC TILE TYPE FINISHES SHALL BE INSTALLED OVER 1/2" DENS-SHIELD TILE BACKER BOARD BY "GEORGIA
PACIFIC" - OR BETTER8. STAINED CONCRETE, STONE, CERAMIC OR PORCELAIN FLOOR FINISH TO HAVE A HONED / NON-SLIPPERY FINISH. FOLLOW HANDLING & INSTALLATION SPEC'S. FROM MANUFACTURER9. PROVIDE APPROPRIATE THRESHOLD / FLOORING TRANSITIONS BETWEEN AREAS WITH DIFFERENT MATERIALS - FOLLOW HANDLING & INSTALLATION SPEC'S. FROM MANUFACTURER10. ALL ENCLOSED SPACES UNDERNEATH STAIR FOOTPRINT / AREA SHALL AHVE A 5/8" GYP.BD. CEILING BE FINISH TO MATCH ADJACENT ROOMS
DOOR & WINDOW NOTES:1. * VERIFY ALL ROUGH OPENINGS W/ PRODUCT MANUF. REQUIREMENTS FOR PROPOSED WINDOW OR DOOR FIT.2. PROVIDE ST. STL OR BRASS HARDWARE FOR ALL DOOR & WINDOWS. (V.I.F.)3. ALL DOOR HARDWARE SHALL BE LEVER TYPE "ADA" ACCEPTABLE. ALL LOCKS SHALL COMPLY W/ NFPA 5-2.1.5.1 AND SHALL BE READILY OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR
OPERATION4. BUILDER TO V.I.F. W/ OWNER ALL PRODUCT & MATERIAL SELECTIONS. ALL FINISHES SHALL BE CLASS "C" MINIMUM. VERIFY ALL SELECTION CHANGES &/OR ALTERNATES W/ ARCHITECT.5. ALL DR. TO BE 13/4" THICK. V.I.F. W/ OWNER & MANUFACTURER SPECS. (U.O.N.)6. V.I.F. W/ WINDOW & DOOR MANUFACT. FOR BUCK REQUIREMENTS & FINAL ROUGH MASONRY / FRAME OPENING *7. ALL INTERIOR DOOR BASIS OF DESIGN ARE TO BE 2-PANEL TYPE - V.I.F. W/ OWNER FOR FINAL SELECTION / STYLE8. ALL EXTERIOR DOOR / WINDOWS TO BE IMPACT RESISTANT PRODUCT - SHUTTER PROTECTION MUST BE PROVIDED IF INSTALLED OTHERWISE - MAIN ENTRANCE DOOR TO REMAIN UNBLOCKED / EGRESSABLE.9. ALL NEW EXTERIOR WINDOW / DOOR GLAZING TO HAVE SHGC = 0.65 MIN. (AVG.) & U<1.0 MIN. (SEE ENERGY CALCS. FOR FINAL VALUES)10. ALL BUCKS / SHEAMS TO BE SET IN A CONTINUOUS BED OF SEALANT ON TOP OF ROLL APPLIED WATERPROOFING MEMBRANE ALL AROUND THE OPENING AREA - OVERLAP 8" MIN. ALL DIRECTIONS11. BASIS OF DESIGN: - (ALTERNATES TO BE REVIEWED BY A.O.R)
A. "PGT INDUSTRIES" (PGTI) - DOORS NOA 19-1126.05 & NOA 19-1126.03 | WINDOWS NOA 20-0402.02 , NOA 20-0401.14 & 17-0630.03B. "CLOPAY" - OVERHEAD GARAGE DOORS NOA 20-0512.04 C. ALTERNATE : ECO WINDOWS -or- CGI WINDOWS - Part of the PGTI family of Brands
WINDOW AND DOOR BUCK ATTACHMENTS* G.C. TO FOLLOW WINDOW & DOOR MANUFACTURER'S BUCK / SHIMMING RECOMMENDATIONS AT ALL TIMES - OTHER CASES, FOLLOW NOTES BELOW:• WINDOWS AND SLIDING GLASS DOORS: USE P.T. 1x. W/ 1/4" DIAM. 'TAPCONS' AT 12" O.C. AND 6" FROM ENDS. • OVERHEAD GARAGE DOORS: USE P.T. 2x6 W/ 1/2" DIAM. x 4" EXPANSION BOLTS (INTO CONCRETE CONSTRUCTION) @ 6" FROM ENDS AND 24" C/C MAX.• SWING TYPE DOORS: USE P.T. 1x. W/ 1/4" DIAM. 'TAPCON' AT 12" O.C. AND 6" FROM ENDS - OR USE P.T. 2x. W/ 1/4" DIAM. 'TAPCON' AT 16" O.C. AND 6" FROM ENDS.• ALL 'TAPCON' ANCHORS TO PENETRATE MASONRY AND CONCRETE CONSTRUCTION A MINIMUM OF 1 1/2" & A MAXIMUM OF 1 3/4"
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:1
6 A
M
A2.40
A-21103
07/02/21
Author
Checker
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
OPENINGS & FINISHSCHEDULES +
PLUMBING RISERS
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
1ST. FLOOR ROOM FINISH SCHEDULE
RM.#
ROOM NAMECLG.
HEIGHT
FINISHES TRIMS / CASINGSREMARKS
CEILINGS WALLS FLOOR BASE SILLS MOLDINGS
100 ENTRY 9' - 8" STAINED T. & G. WD. PAINTED STUCCO EXT-GRADE RECT. PORCELAIN -- -- -- SEE EXTERIOR ELEVATIONS FOR STONE VENEER AREAS
101 GREAT ROOM 20' - 0" STAINED T. & G. WD. PAINTED GYP. BD. ENG.WOOD 6"h. PAINTED WOOD -- PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER
301 OBSERVATION DECK 12' - 0" -- PAINTED STUCCO EXT-GRADE RECT. PORCELAIN -- -- -- EXTERIOR - OPEN SPACE
OPEN
OPEN
OPEN
OPEN
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
T.O. T.P. - 19' - 4 1/4"
T.O. T.P. - 19' - 4 1/4"
412
T.O. SUB-FLOOR10' - 1"
T.O. T.P. - 219' - 1"
T.O. SUB-FLR 211' - 4"
T.O. P-LOOP24' - 0"
T.O. T.B - 320' - 0"
2
A3.12
3
A3.10
T.O. ROOF DECK22' - 0"
EXISTING BUILDING - BEHIND
NEW GARAGE ADDITIONNEW 2-STORY ADDITION
23' - 4"
T.O. PARAPET
4' - 0"
V.I.
F.
+/-
1' -
9"
V.I.
F.
1' -
4"
3' -
0"
V.I.
F.
1' -
4"
1' - 4
"
EXIST.
EXIST.
EXIST.
EXIST. - V.I.F.
924
924
732
645
579.4
1652
1652
405
579.4
645
489
1652
579.4
925
489
645
732
4' -
8"
2' -
0"
5' -
10
"4
' - 6
"
4' -
7"
6' -
10
"
5' -
7"
MATCH EXIST.
489
T.O. T.B - 420' - 0"
25' - 4"
T.O. T.B-G.8' - 0"
6"
925
4' -
10
"
405
404
T.O
. OPN
G.
- T
YP.
6' -
8"
8"
T.O
. O
PN'G
.-T
YP.
8' -
0"
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
T.O. T.P. - 19' - 4 1/4"
T.O. SUB-FLOOR10' - 1"
T.O. SUB-FLOOR10' - 1"
T.O. T.P. - 219' - 1"
2
A3.11
8' -
0"
1' -
4"
1/8" / 12"
2 CAR GARAGE
109
MASTER BALCONY
201D
MASTER SUITE
201MASTER DECK
201E
COVERED PATIO
108
(E) KITCHEN
110
PANTRY
110A 7' -
6"
V.I.
F.
1' -
7"
511
TYP.
645
924
444
757
EXISTING BUILDING TO REMAIN
3' -
0"
5"
2"
1' -
7"
3' -
6"
3' -
0"
EXIST. ROOF AREA TO REMAIN
V.I.
F.
1' -
3"
OPE
NIN
G
5' -
0"
3' -
0"
EXIS
T. -
V.I.
F.
9' -
0"
F1 A7.0
F2 A7.0
F2 A7.0
R1 A7.0
R2 A7.0
F4 A7.0
25' - 4"
23' - 4"
EL. 23' - 4" T.O. PRPT.
T.O. T.B - 420' - 0"
T.O. T.B - 420' - 0"
F4 A7.0
T.O. T.B-G.8' - 0"
412
759
1655
925
R3 A7.0
R3 A7.0
412
EXIST.
EXIST.
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
T.O. T.P. - 19' - 4 1/4"
T.O. T.P. - 19' - 4 1/4"
412
T.O. SUB-FLOOR10' - 1"
T.O. T.P. - 219' - 1"
T.O. SUB-FLR 211' - 4"
T.O. P-LOOP24' - 0"
T.O. T.B - 320' - 0"
T.O. O-DECK21' - 4"
2
A3.123
A3.10
7' - 6"
25' - 4"
T.O. T.B - 420' - 0"
EL. 23' - 4" V.I.F.
645
732
579.4
304
552
588
925
489
732
579.4579.4
1652
925
522
405
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:2
4 A
M
A3.10
A-21103
07/02/21
GH
MG
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
BLDG. ELEVATIONS &SETIONS
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
TAG KEYNOTES
TAG DESCRIPTION
304 POURED IN PLACE CONCRETE COLUMN (SEE STRUCTURE FOR REINFORCING)
404 STUCCO TRIM OVER POURED CONC. WINDOW SILL- SEAL ALL JOINTS
405 CAST STONE VENEER COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
444NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVE MEDIUM MANUF. SPECS. - V.I.F. W/ FINALPRODUCT SELECTION
489 CAST STONE ARCH-CAST STONE SILL - COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
511 PRE-FINISHED PARAPET CAP
522 PRE-FINISHED INTEGRAL 6"-SQ. METAL SCUPPER
552 36" TO 42" HIGH METAL GUARD RAIL - SEE RAIL NOTES
579.4 STANDARD COLOR KYNAR-500 FINISH STL. BRACKET - SEE INTENT PROFILE - PROVIDE ENG. SHOP DWGS
588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG. SHOPDWGS FOR REVIEW & SELECTION
645 PAINTED CONT. 2X WOOD FASCIA - SEE WALL SECTIONS
732SPANISH / S-TILE TYPE ROOFING TILE OVER APPROVED UNDERLAYMENT / WATERPROOFING MEMBRANE ASSEMBLY - SEE SECTION 07/A0.01 & N.O.A. DOCSSUBMITTED BY THE GC / SUBCONTRACTOR FOR FINAL SELECTED PRODUCT / SYSTEM
1652 WET LOCATION / EXTERIOR GRADE LIGHT FIXTURE - SEE ELECTRICAL SYMBOL LEGEND - TYP.
1655 INTERIOR MONUMENTAL PENDANT FIXTURE AS SELECTED BY OWNER - PROVIDE FINAL SELECTION CUT SHEET FOR REVIEW
No. Description Date
1/4" = 1'-0"A3.10
1 EAST ELEVATION - FRONT
1/4" = 1'-0"A3.10
3 GARAGE WING BLDG. SECTION
1/4" = 1'-0"A3.10
2 WEST ELEVATION - REAR
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
412
412
T.O. SUB-FLR 211' - 4"
T.O. SUB-FLR 211' - 4"
T.O. P-LOOP24' - 0"
T.O. P-LOOP24' - 0"
T.O. ROOF DECK22' - 0"
T.O. ROOF DECK22' - 0"
2
A3.11
T.O. T.B - 420' - 0"
T.O. T.B - 420' - 0"
25' - 4"
552
590
590
672
999
925
304
579.4
645
580
522
521
BOX
732
645
579.4
489
925
489
SIT
E-W
ALL
- F
ENC
E
4' -
0"
3' -
0"
511
TYP.
583
732
645
579.4
489
TYP.
444
522
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
T.O. T.P. - 19' - 4 1/4"
T.O. T.P. - 19' - 4 1/4"
T.O. SUB-FLOOR10' - 1"
T.O. T.P. - 219' - 1"
T.O. SUB-FLR 211' - 4"
T.O. P-LOOP24' - 0"
T.O. T.B - 320' - 0"
T.O. O-DECK21' - 4"
2
A3.123
A3.10
T.O. ROOF DECK22' - 0"
A7.1
1
NEW 2-STORY ADDITION EXISTING BUILDING TO REMAIN
ALIGN
EL. 23' - 4" V.I.F.
25' - 4"
GREAT ROOM
101
LIBRARY
104
MASTER SUITE
201
MASTER BATH
201C
(E) KITCHEN
110
OBSERVATIONDECK
301
Ben
ch
1' -
6"
CLG
.
8' -
7"
2' -
1"
CLG
.
9' -
3"
EXIST.
EXIST.
EXIST.
R1 A7.0
F4 A7.0
F2 A7.0
F1 A7.0
ALIGN
405
T.O. T.B-G.8' - 0"
V.I.
F.1
1"
619619
620620 591
444
W.1.C.
202B
BATH #4
202A
682
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
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FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:3
0 A
M
A3.11
A-21103
07/02/21
G.H.
M.G.
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
BLDG. ELEVATIONS &SECTIONS
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
TAG KEYNOTES
TAG DESCRIPTION
304 POURED IN PLACE CONCRETE COLUMN (SEE STRUCTURE FOR REINFORCING)
405 CAST STONE VENEER COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
444 NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVE MEDIUM MANUF. SPECS. - V.I.F. W/ FINAL PRODUCT SELECTION
489 CAST STONE ARCH-CAST STONE SILL - COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
511 PRE-FINISHED PARAPET CAP
521 PRE-FINISHED METAL GUTTER
522 PRE-FINISHED INTEGRAL 6"-SQ. METAL SCUPPER
552 36" TO 42" HIGH METAL GUARD RAIL - SEE RAIL NOTES
579.4 STANDARD COLOR KYNAR-500 FINISH STL. BRACKET - SEE INTENT PROFILE - PROVIDE ENG. SHOP DWGS
580 PRE-FINISHED METAL DOWNSPOUT
583 6" Ø / SQ. PRE FIN. METAL DOWNSPOUT & GROUND SPLASH BLOCK
590 PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ. -PROVIDE ACTUAL MATERAIL & COLOR SAMPLE FOR OWNER'S SELECTION
645 PAINTED CONT. 2X WOOD FASCIA - SEE WALL SECTIONS
672 36"H. QUARTZ COUNTERTOP W/ ST-STL CAB-DOORS BELOW AT GRILL AREA - SEE SHOP DWGS BY OTHERS
682SIMULATED COMPOSITE ALL WEATHER COMPOSITE PLANKS BENCH SURFACE - PROVIDE TEAK+IPE+CHARCOAL COMBINATION - PROVIDE ENG. SHOP DWGS. & COLOR SMAPLES FOROWNER SELECTION.
732SPANISH / S-TILE TYPE ROOFING TILE OVER APPROVED UNDERLAYMENT / WATERPROOFING MEMBRANE ASSEMBLY - SEE SECTION 07/A0.01 & N.O.A. DOCS SUBMITTED BY THE GC /SUBCONTRACTOR FOR FINAL SELECTED PRODUCT / SYSTEM
999SIMULATED COMPOSITE ALL WEATHER SIDING WALL CLADDING - NEWTECHWOOD OR EQ - PROVIDE TEAK+IPE+CHARCOAL COMBINATION - PROVIDE COLOR SMAPLES FOR OWNERSELECTION.
1/4" = 1'-0"A3.11
1 SOUTH SIDE ELEVATION
No. Description Date
1/4" = 1'-0"A3.11
2 BUILDING SECTION - A
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
T.O. T.P. - 19' - 4 1/4"
412
15781578
412
T.O. SUB-FLOOR10' - 1"
T.O. SUB-FLOOR10' - 1"
T.O. T.P. - 219' - 1"
T.O. P-LOOP24' - 0"
T.O. P-LOOP24' - 0"
T.O. ROOF DECK22' - 0"
2
A3.11
MATCH
NEW GARAGE ADDITION EXISTING BUILDING TO REMAIN PATIO ALTERATION
MATCH
282
T.O. T.B - 420' - 0"
T.O. T.B - 420' - 0"
552
304
924
645
579.4
924
EXIST.
T.O. T.B-G.8' - 0"
511
645
579.4
999
489
925
68
"h.
412
522522
22' - 8"
444
708
FIN. SLAB0' - 0"
FIN. SLAB0' - 0"
T.O. T.P. - 19' - 4 1/4"
T.O. T.P. - 19' - 4 1/4"
T.O. SUB-FLOOR10' - 1"
T.O. SUB-FLR 211' - 4"
T.O. O-DECK21' - 4"
2
A3.11
1035
36
" M
IN.
CLG
.
9' -
3"
2' -
1"
1' -
6"
CLG
.
8' -
7"
T.O. T.B - 420' - 0"
T.O. T.B - 420' - 0"
4' -
0"
Ben
ch
1' -
6"
24' - 0"
1/8" / 12"
924
645
579.4
552
924
588
732
590590
672
1158
925
511
511
405
925
955
489
412
412
412
955
F4 A7.0
R1 A7.0
F2 A7.0
F1 A7.0
F1 A7.0
F3 A7.0 R2
A7.0
F1 A7.0
759
620620
619619
10"
8' -
10
"
T.O. T.B-G.8' - 0"
EQ.
.
6"
6"
25' - 4"
23' - 4"
444
552
1652
925
444
GREAT ROOM
101
ENTRY
100
DECK
200A
TERRACE
107
OBSERVATIONDECK
301
LOFT
200A7.1
2
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
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CO
NSU
LTA
NT
CO
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LTA
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LTA
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1138
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VD.,
SUIT
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RO
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PALM
BEA
CH
, FL
3341
1Ph
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(561
) 79
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18E-
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WA
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INC
.
AA26001335
8461 L
ake W
orth
Ro
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| S
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Lake W
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. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:3
4 A
M
A3.12
A-21103
07/02/21
GH
MG
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
BLDG. ELEVATIONS &SECTIONS
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
No. Description Date
1/4" = 1'-0"A3.12
1 SOUTH SIDE ELEVATION
1/4" = 1'-0"A3.12
2 BUILDING SECTION - BTAG KEYNOTES
TAG DESCRIPTION
282 SITE FENCE & GATE - SEE SHOP DWGS / UNDER SEPARATE PERMIT
304 POURED IN PLACE CONCRETE COLUMN (SEE STRUCTURE FOR REINFORCING)
405 CAST STONE VENEER COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
444NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVE MEDIUM MANUF. SPECS. - V.I.F. W/ FINALPRODUCT SELECTION
489 CAST STONE ARCH-CAST STONE SILL - COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS 402/ACI 530/ASCE.5.
511 PRE-FINISHED PARAPET CAP
522 PRE-FINISHED INTEGRAL 6"-SQ. METAL SCUPPER
552 36" TO 42" HIGH METAL GUARD RAIL - SEE RAIL NOTES
579.4 STANDARD COLOR KYNAR-500 FINISH STL. BRACKET - SEE INTENT PROFILE - PROVIDE ENG. SHOP DWGS
588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG. SHOPDWGS FOR REVIEW & SELECTION
590 PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ. -PROVIDE ACTUAL MATERAIL & COLOR SAMPLE FOR OWNER'S SELECTION
645 PAINTED CONT. 2X WOOD FASCIA - SEE WALL SECTIONS
672 36"H. QUARTZ COUNTERTOP W/ ST-STL CAB-DOORS BELOW AT GRILL AREA - SEE SHOP DWGS BY OTHERS
708CONT. EXPANSION JOINT BETWEEN WOOD FRAME & NEW CMU CONSTRUCTION - PROVIDE "EMSEAL JOINT SYSTEMS" BACKERSEAL WITH CONT. BACKERROD & SEAL - REFER TO STRUCTRAL DWGS FOR CONNECTION DETAIL
732SPANISH / S-TILE TYPE ROOFING TILE OVER APPROVED UNDERLAYMENT / WATERPROOFING MEMBRANE ASSEMBLY - SEE SECTION 07/A0.01 & N.O.A. DOCSSUBMITTED BY THE GC / SUBCONTRACTOR FOR FINAL SELECTED PRODUCT / SYSTEM
999SIMULATED COMPOSITE ALL WEATHER SIDING WALL CLADDING - NEWTECHWOOD OR EQ - PROVIDE TEAK+IPE+CHARCOAL COMBINATION - PROVIDECOLOR SMAPLES FOR OWNER SELECTION.
1035PRE-FAB UL RATED ELECTRIC L.E.D. SIMULATED FIREPLACE UNIT - FOLLOW MANUF. SPEC'S & INSTALLATION PROCEDURES - V.I.F. ALL SURROUNDINGELEMENTS & CORID. W/ OWNER'S FINAL SELECTION
1158 GAS GRILL / BBQ DEVICE - PROVIDED BY OWNER
1578 HVAC SPLIT / CONDENSING UNIT
1652 WET LOCATION / EXTERIOR GRADE LIGHT FIXTURE - SEE ELECTRICAL SYMBOL LEGEND - TYP.
FROM 60 / 2 AMP BREAKERS - V.I.F.2" COND. W/ 3 - #4 & 1 - #6 GND.THHW CU TO SUB-PANEL - EXIST./ V.I.F.
GND ROD5/8" x 10'-0"
1 #4 C.U. IN 1 1/2" CONDUIT
TO GROUNDING ELECTRODE,
COLD WATER PIPE & FTG. STL
6'-0" APART (V.I.F.)
C.WP. / GAS
IBT DEVICE AS PER
NEC 250.94
POOL
PANEL
C-1"
60 A.
WP225ADISC.(Reloc.)
2" COND. W/3 - #3/0 &1 - #2 GND.THWN CU(Typ.)
1578
DINING ROOM
102
GREAT ROOM
101
CABANA
104A
1578
2 CAR GARAGE
109BEDROOM #1
103
LIBRARY
104
ENTRY
100
BATH #1
103A
UTIL.
106
1634
RELOC.
1548
RELOC.
1652
TYP.
1156
1155
1572
EXIST.
EXIST.
TO GRG. DR. OPENERS(GFI OUTLET - V.I.F.)
TO LTS.CIRCUIT ABOVE
(SEE L.V. - CONTROL DWGS.) TO NEW & EXIST.
EXTERIOR LTS. ABV.CIRCUIT & SWITCHES
BELOW (FRONT & SIDE )(SEE L.V. - CONTROL
DWGS.)
TO LTS. /HI-HAT/ ABOVE & STAIR
(SEE L.V. - CONTROL DWGS.)
TO NEW & EXIST.EXTERIOR LTS. ABV.
CIRCUIT & SWITCHESBELOW (FRONT & SIDE )
TO LTS. /HI-HAT/ CLG. FAN ABOVE
(SEE L.V. - CONTROL DWGS.)
TO LT. & E.F. ABV.
TO LTS.ABOVE
TO LTS. /HI-HAT/ CLG. FAN ABOVE
(SEE L.V. - CONTROL DWGS.)
TO NEW & EXIST.EXTERIOR LTS. ABV.CIRCUIT & SWITCHESBELOW - V.I.F. (REAR & SIDE)(SEE L.V. - CONTROL DWGS.)
TO LTS. /HI-HAT/ ABOVE
(SEE L.V. - CONTROL DWGS.)
TO LTS. /HI-HAT ABOVE (SEE L.V. - CONTROL DWGS.)
TO LT. & E.F. ABV.
TO LTS.ABOVE
TO NEW & EXIST.EXTERIOR LTS. & FANS ABV./CIRCUIT & SWITCHESBELOW - V.I.F. (REAR & SIDE)(SEE L.V. - CONTROL DWGS.)
TO EXIST. & NEW LTS. /HI-HATS ABOVE (SEE L.V. - CONTROL DWGS.)
TO LT.ABOVE
TO LT.ABOVE
TO LTS. /HI-HAT ABOVE (SEE L.V. - CONTROL DWGS.)
TO NEW & EXIST.EXTERIOR LTS. ABV.
CIRCUIT & SWITCHESBELOW (FRONT & SIDE )
(SEE L.V. - CONTROL DWGS.)
(E) KITCHEN
110(EXIST. AREA & FIXTURES
TO REMAIN)
1636 V.I.F.
TO LT. & E.F. ABV.
TO LTS.ABOVE
1629
1634
RELOC.
TO LT.ABOVE
1634
1634
LV. LIGHT CTRL PNLS.
ELECTRICAL & R.C.P. LEGEND
4" to 6" HI-HAT / RECESSED LT. FIXTURE --
4" to 6" "EYE" WALL-WASHER HI-HAT / RECESSED LT. FIXTURE
SMOKE / CARBON MONOX. COMBO DETECTOR CONNECTED TO BASE LIFE SAFETY SYSTEM - ELECT. PANEL OR OTHERWISE PROVIDE BATTERY BACK UP CAPABILITIES
CEILING MOUNTED / PENDANT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION - PROVIDE CEILING / DECK'S "J-BOX" FOR MOUNTING & SERVICE POINT
WALL SCONCE / MOUNTED LIGHT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION
2x4 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
4" TO 6" WALL WASHER TRACK & HEAD SYSTEM
2x2 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
CEILING FAN & LIGHT FIXTURE - PROVIDE CEILING "J-BOX" FOR MOUNTING & SERVICE POINT
NOTES:• LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/ CONDITIONS
ABOVE CEILING - V.I.F. ALL ITEMS• SMOKE / CARBON MONOXIDE SENSORS SHALL BE INSTALLED IN / OR AT MAX.
10'-0" AWAY FROM ANY SLEEPING ROOM/QUARTERS, IF WORK IS TO CONTAIN ANY FOSSIL-FUEL BURNING DEVICE / APPLIANCE / FIXTURE & AS PER F.B.C. R315 SECTION
• GC SHALL COORDINATE ALL FIXTURES & DEVICES W/ OWNER PRIOR TO ORDERING & INSTALLING
• GC SHALL PROVIDE FULL ENGINEERED SHOP DWG. FOR SPECIALTY WORK, CONTROLLERS & /OR DEDICATED CIRCUITRY - ANY SPECIALTY ELEMENTS AS REQUIRED
• ITEMS ON ELECTRICAL PANELS ARE ANTICIPATING THE MAXIMUM LOAD. REFER TO FLOOR PLANS FOR NOTES THAT MAY INDICATE AN APPLIANCE TO BE GAS -VERIFY TYPE OF APPLIANCE TO ULTIMATELY BE USED. COORDINATE LOCATION OF SYSTEMS TO AVOID INTERFERENCE WITH LOCATION OF STRUCTURE & OTHER BUILDING SYSTEMS. NOTIFY THE OWNER & ARCHITECT PRIOR TO CONSTRUCTION OF CONFLICTS WHICH CAN NOT BE RESOLVED.
INDICATES EXISTING FIXTURE TO REMAIN - V.I.F. ALL CONDITIONS & UPDATE / REPLACE AS NECESSARY = (E) EXISTING
INDICATES EXISTING FIXTURE TO BE REMOVED
INDICATES NEW FIXTURE
INDICATES A REPLACED & / OR RELOCATED FIXTURER. / RL.
ALTERNATE / SQ. VERSION
EXHAUSTFAN
2x. LAY-IN PRISMATIC LIGHT FIXTURES - GRID BASED
SCONCES LIGHT FIXTURES - WALL MOUNTED
PENDANT FIXTURES + CEILING MOUNTED
FLOODLIGHT FIXTURE
POWER + SWITCHES
220 V.RECEPT.
GFCI/GFI RECPT.
ABV. CTR
FLOORRECEPT.
DUPLEXRECEPT.
DATA + COMMUNICATIONS
TELEVISIONCABLE / SAT.
DATACAT6 MIN.
TELEPHONE/ VOIP
MECHANICAL
SUPPLYDIFFUSERLINEAR
RETURNDIFFUSER
SINGLE P.SWITCH
3 WAYSWITCH
4 WAYSWITCH
T THERMOSTAT
SD
LOW-VOLTAGESWITCH CONTROLLER
ELECTRICAL NOTES:1. ALL ELECT. POWER & COMMUNICATION FIXTURES ARE TO BE CONSIDERED NEW U.O.N.2. ALL EXIST./ RELOCATED & NEW ELECTRICAL PLUS LIFE SAFETY / COMMUNICATION FIXTURES ARE TO BE CONNECTED TO NEW / EXIST.
CIRCUITS & SPARE BRAKERS IN ELECT. PANELS (V.I.F. & UPDATE AS REQUIRED)3. ALL CIRCUITS SERVING BEDROOMS INCLUDING RECEPTACLES, FANS, LT'G, ETC. SHALL BE ARC FAULTED PROTECTED - AFCI4. SERVICE ENTRANCE EQUIPMENT & DISCONNECT SWITCHES TO BE RATED FOR MIN. 22,000 A.I.C. AMPS. ALL OTHER PANELS CAN BE
RATED @ 10,000 AMPS A.I.C. 5. RE-CONNECT ALL NEW GFI OUTLETS INTO EXIST. GFI / DEDICATED 20 AMP. CIRCUITS ON ELEC. PANELS (NEW CIRCUITS IF PANEL IS
REPLACED OR ADDED)6. ALL NEW WIRING TO BE AWG #12 FOR GFI OUTLETS AND LIKEWISE POWER TYPE FIXTURES & #14 FOR GENERAL LT'G & OUTLETS7. ALL SWITCHES / CONTROLS TO HAVE DIMMING CAPABILITY AS ALLOWED BY THE FIXTURE ULTIMATELY INSTALLED8. ALL GARBAGE DISPOSAL TO HAVE COUNTER MOUNTED AIR PRESSURE SWITCHES (U.O.N. - REFER TO POWER PLAN & V.I.F.)9. ALL NEW / REPLACED LUMINARIES / LIGHTING FIXTURES TO BE / HAVE L.E.D. LIGHT EMITTING ELEMENTS - OTHERWISE LUMINARIES
SHALL BE 75% HIGH-EFFICIENT & IC RATED / SEALED TO COMPLY W/ F.B.C.-E. 402.4.4 & 404.110. GC. TO V.I.F. ALL ELECT. FIXTURE'S CONDITIONS, LOCATION & MOUNTING HEIGHT W/ OWNER - REPRESENTATIVE11. V.I.F. EXIST.-TO REMAIN WALL OUTLETS & SWITCHES - ALL OUTLETS TO BE MOUNTED @15" A.F.F. MIN. & SWITCHES @46" A.F.F. MAX.12. SEE SECTIONS 15 & 16/A0.0 FOR ADDITIONAL REQUIREMENTS
NOTES:• EXIST. ELECTRICAL SERVICE METER IS GRADED UP TO 300 AMP W/ 200 AMP MAIN
DISCONNECT -TO REMAIN - V.I.F. • THIS IS A REPLACEMENT / NEW ELECTRICAL DISTRIBUTION PANEL TO BE
INSTALLED TO INCLUDE EXIST. CIRCUITS / LOADS - PANEL BEING REPLACED -V.I.F ALL CONDITIONS
• REWIRE - CONNECT NEW & EXIST. FIXTURES AS DEPICTED ON NEW WORK PLANS. ALL OTHER ITEMS NOT IN SCOPE OF WORK TO REMAIN AS INSTALLED. NOTIFY AEC PROFF. OF ANY FIELD DISCREPANCIES. EXIST. CIRCUITS ARE NOTED AS SUCH.
• V.I.F. ALL LOADS & ADJUST AS NECESSARY UNDER ELECTRICAL PERMIT SCOPE OF WORK
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
1548 DOMESTIC WATER HEATER W/ RECIRCULATION PUMP AND FLOW SENSOR - V.I.F, W/ OWNER FOR FINAL SELECTION & ENERGY CALCS.
1572 AIR HANDLING UNIT
1578 HVAC SPLIT / CONDENSING UNIT
1629 ELECTRIC METER
1634 ELECTRICAL DIST. PANEL
1636 KITCHEN GFCI OUTLETS AT 24" FROM ENDS & 48" O.C. THRU-OUT. TYP.
1652 WET LOCATION / EXTERIOR GRADE LIGHT FIXTURE - SEE ELECTRICAL SYMBOL LEGEND - TYP.
No. Description Date
SD
SD
SD
SD
TV TD T
3 4
SD
3
VP
2
A3.12
2
A3.12
3
A3.10
3
A3.10
2
A3.11
2
A3.11
KITCHEN AREATO REAMIN'AS EXIST.
V.I.F. & RE-CPONNECT CIRCUITS AS NEEDED
VP
1546.H
1546.H
1655
1652
873
OPEN SPACESEE 2ND. FLOOR R.C.P.
590
EL. 9' - 2 3/4" GYP. BD. CLG.
EL. 9' - 2 3/4" GYP. BD. CLG.
EL. 9' - 2 3/4" GYP. BD. CLG.
EL. 9' - 2" T. & G. CLG.
EL. 8' - 5" T. & G. CLG.EL. 7' - 6" B.O. BEAM
EL. 9' - 2 3/4" GYP. BD. CLG.
MATCH
MATCH
EL. 9' - 2 3/4" GYP. BD. CLG.
EL. 8' - 0" GYP. BD. CLG.
521
583
579.4
645
955
521 579.4955
3' -
0" 1' -
4"
EL. 8' - 4" B.O. BM.
8' - 0 1/2"
B.O. DECK
7' - 0 3/8"
B.O. DECK
8' - 10 7/8"
B.O. DECK
OPTIONALOPTIONAL
ELECTRICAL & R.C.P. LEGEND
4" to 6" HI-HAT / RECESSED LT. FIXTURE --
4" to 6" "EYE" WALL-WASHER HI-HAT / RECESSED LT. FIXTURE
SMOKE / CARBON MONOX. COMBO DETECTOR CONNECTED TO BASE LIFE SAFETY SYSTEM - ELECT. PANEL OR OTHERWISE PROVIDE BATTERY BACK UP CAPABILITIES
CEILING MOUNTED / PENDANT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION - PROVIDE CEILING / DECK'S "J-BOX" FOR MOUNTING & SERVICE POINT
WALL SCONCE / MOUNTED LIGHT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION
2x4 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
4" TO 6" WALL WASHER TRACK & HEAD SYSTEM
2x2 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
CEILING FAN & LIGHT FIXTURE - PROVIDE CEILING "J-BOX" FOR MOUNTING & SERVICE POINT
NOTES:• LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/ CONDITIONS
ABOVE CEILING - V.I.F. ALL ITEMS• SMOKE / CARBON MONOXIDE SENSORS SHALL BE INSTALLED IN / OR AT MAX.
10'-0" AWAY FROM ANY SLEEPING ROOM/QUARTERS, IF WORK IS TO CONTAIN ANY FOSSIL-FUEL BURNING DEVICE / APPLIANCE / FIXTURE & AS PER F.B.C. R315 SECTION
• GC SHALL COORDINATE ALL FIXTURES & DEVICES W/ OWNER PRIOR TO ORDERING & INSTALLING
• GC SHALL PROVIDE FULL ENGINEERED SHOP DWG. FOR SPECIALTY WORK, CONTROLLERS & /OR DEDICATED CIRCUITRY - ANY SPECIALTY ELEMENTS AS REQUIRED
• ITEMS ON ELECTRICAL PANELS ARE ANTICIPATING THE MAXIMUM LOAD. REFER TO FLOOR PLANS FOR NOTES THAT MAY INDICATE AN APPLIANCE TO BE GAS -VERIFY TYPE OF APPLIANCE TO ULTIMATELY BE USED. COORDINATE LOCATION OF SYSTEMS TO AVOID INTERFERENCE WITH LOCATION OF STRUCTURE & OTHER BUILDING SYSTEMS. NOTIFY THE OWNER & ARCHITECT PRIOR TO CONSTRUCTION OF CONFLICTS WHICH CAN NOT BE RESOLVED.
INDICATES EXISTING FIXTURE TO REMAIN - V.I.F. ALL CONDITIONS & UPDATE / REPLACE AS NECESSARY = (E) EXISTING
INDICATES EXISTING FIXTURE TO BE REMOVED
INDICATES NEW FIXTURE
INDICATES A REPLACED & / OR RELOCATED FIXTURER. / RL.
ALTERNATE / SQ. VERSION
EXHAUSTFAN
2x. LAY-IN PRISMATIC LIGHT FIXTURES - GRID BASED
SCONCES LIGHT FIXTURES - WALL MOUNTED
PENDANT FIXTURES + CEILING MOUNTED
FLOODLIGHT FIXTURE
POWER + SWITCHES
220 V.RECEPT.
GFCI/GFI RECPT.
ABV. CTR
FLOORRECEPT.
DUPLEXRECEPT.
DATA + COMMUNICATIONS
TELEVISIONCABLE / SAT.
DATACAT6 MIN.
TELEPHONE/ VOIP
MECHANICAL
SUPPLYDIFFUSERLINEAR
RETURNDIFFUSER
SINGLE P.SWITCH
3 WAYSWITCH
4 WAYSWITCH
T THERMOSTAT
SD
LOW-VOLTAGESWITCH CONTROLLER
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
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CO
NSU
LTA
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CO
NSU
LTA
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CO
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1138
8OKE
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SUIT
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RO
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1Ph
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(561
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WA
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N W
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.E.,
INC
.
AA26001335
8461 L
ake W
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| S
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Lake W
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3467 |
561. 693.2
500 |
in
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inh
ab
it-a
rch
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om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:4
0 A
M
A6.11
A-21103
07/02/21
GH
MG
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
1sT. FLOOR REFL. CLG.& LIGHTING PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
No. Description Date
1/4" = 1'-0"A6.11
1 1ST. FLOOR REFLECTED CEILING - LIGHTING PLAN
TAG KEYNOTES
TAG DESCRIPTION
521 PRE-FINISHED METAL GUTTER
579.4 STANDARD COLOR KYNAR-500 FINISH STL. BRACKET - SEE INTENT PROFILE - PROVIDE ENG. SHOP DWGS
583 6" Ø / SQ. PRE FIN. METAL DOWNSPOUT & GROUND SPLASH BLOCK
590PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ. -PROVIDE ACTUAL MATERAIL & COLOR SAMPLEFOR OWNER'S SELECTION
645 PAINTED CONT. 2X WOOD FASCIA - SEE WALL SECTIONS
873 OVERHEAD GARAGE DOOR OPENER - MOTOR & BELT SYSTEM AS PER SELECTED SYSTEM MANUFACTURER - V.I.F. W/ OWNER
1546.H ST-STL. FINISH SHOWER FIXTURE - V.I.F, W/ OWNER FOR FINAL SELECTION
1652 WET LOCATION / EXTERIOR GRADE LIGHT FIXTURE - SEE ELECTRICAL SYMBOL LEGEND - TYP.
1655 INTERIOR MONUMENTAL PENDANT FIXTURE AS SELECTED BY OWNER - PROVIDE FINAL SELECTION CUT SHEET FOR REVIEW
NEED FINAL LOW-VOLTAGE& CIRCUIT LOOP
CONTROLED LIGHT-GROUPS
TV TD T
3 4
SD
3
FD
3
3
3
3
3
3
3
3
3
3
3
TV
TV
TV
TD
TD
TD
TD
TV
TD
TD
TD
4
ELECTRICAL & R.C.P. LEGEND
4" to 6" HI-HAT / RECESSED LT. FIXTURE --
4" to 6" "EYE" WALL-WASHER HI-HAT / RECESSED LT. FIXTURE
SMOKE / CARBON MONOX. COMBO DETECTOR CONNECTED TO BASE LIFE SAFETY SYSTEM - ELECT. PANEL OR OTHERWISE PROVIDE BATTERY BACK UP CAPABILITIES
CEILING MOUNTED / PENDANT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION - PROVIDE CEILING / DECK'S "J-BOX" FOR MOUNTING & SERVICE POINT
WALL SCONCE / MOUNTED LIGHT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION
2x4 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
4" TO 6" WALL WASHER TRACK & HEAD SYSTEM
2x2 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
CEILING FAN & LIGHT FIXTURE - PROVIDE CEILING "J-BOX" FOR MOUNTING & SERVICE POINT
NOTES:• LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/ CONDITIONS
ABOVE CEILING - V.I.F. ALL ITEMS• SMOKE / CARBON MONOXIDE SENSORS SHALL BE INSTALLED IN / OR AT MAX.
10'-0" AWAY FROM ANY SLEEPING ROOM/QUARTERS, IF WORK IS TO CONTAIN ANY FOSSIL-FUEL BURNING DEVICE / APPLIANCE / FIXTURE & AS PER F.B.C. R315 SECTION
• GC SHALL COORDINATE ALL FIXTURES & DEVICES W/ OWNER PRIOR TO ORDERING & INSTALLING
• GC SHALL PROVIDE FULL ENGINEERED SHOP DWG. FOR SPECIALTY WORK, CONTROLLERS & /OR DEDICATED CIRCUITRY - ANY SPECIALTY ELEMENTS AS REQUIRED
• ITEMS ON ELECTRICAL PANELS ARE ANTICIPATING THE MAXIMUM LOAD. REFER TO FLOOR PLANS FOR NOTES THAT MAY INDICATE AN APPLIANCE TO BE GAS -VERIFY TYPE OF APPLIANCE TO ULTIMATELY BE USED. COORDINATE LOCATION OF SYSTEMS TO AVOID INTERFERENCE WITH LOCATION OF STRUCTURE & OTHER BUILDING SYSTEMS. NOTIFY THE OWNER & ARCHITECT PRIOR TO CONSTRUCTION OF CONFLICTS WHICH CAN NOT BE RESOLVED.
INDICATES EXISTING FIXTURE TO REMAIN - V.I.F. ALL CONDITIONS & UPDATE / REPLACE AS NECESSARY = (E) EXISTING
INDICATES EXISTING FIXTURE TO BE REMOVED
INDICATES NEW FIXTURE
INDICATES A REPLACED & / OR RELOCATED FIXTURER. / RL.
ALTERNATE / SQ. VERSION
EXHAUSTFAN
2x. LAY-IN PRISMATIC LIGHT FIXTURES - GRID BASED
SCONCES LIGHT FIXTURES - WALL MOUNTED
PENDANT FIXTURES + CEILING MOUNTED
FLOODLIGHT FIXTURE
POWER + SWITCHES
220 V.RECEPT.
GFCI/GFI RECPT.
ABV. CTR
FLOORRECEPT.
DUPLEXRECEPT.
DATA + COMMUNICATIONS
TELEVISIONCABLE / SAT.
DATACAT6 MIN.
TELEPHONE/ VOIP
MECHANICAL
SUPPLYDIFFUSERLINEAR
RETURNDIFFUSER
SINGLE P.SWITCH
3 WAYSWITCH
4 WAYSWITCH
T THERMOSTAT
SD
LOW-VOLTAGESWITCH CONTROLLER
ELECTRICAL NOTES:1. ALL ELECT. POWER & COMMUNICATION FIXTURES ARE TO BE CONSIDERED NEW U.O.N.2. ALL EXIST./ RELOCATED & NEW ELECTRICAL PLUS LIFE SAFETY / COMMUNICATION FIXTURES ARE TO BE CONNECTED TO NEW / EXIST.
CIRCUITS & SPARE BRAKERS IN ELECT. PANELS (V.I.F. & UPDATE AS REQUIRED)3. ALL CIRCUITS SERVING BEDROOMS INCLUDING RECEPTACLES, FANS, LT'G, ETC. SHALL BE ARC FAULTED PROTECTED - AFCI4. SERVICE ENTRANCE EQUIPMENT & DISCONNECT SWITCHES TO BE RATED FOR MIN. 22,000 A.I.C. AMPS. ALL OTHER PANELS CAN BE
RATED @ 10,000 AMPS A.I.C. 5. RE-CONNECT ALL NEW GFI OUTLETS INTO EXIST. GFI / DEDICATED 20 AMP. CIRCUITS ON ELEC. PANELS (NEW CIRCUITS IF PANEL IS
REPLACED OR ADDED)6. ALL NEW WIRING TO BE AWG #12 FOR GFI OUTLETS AND LIKEWISE POWER TYPE FIXTURES & #14 FOR GENERAL LT'G & OUTLETS7. ALL SWITCHES / CONTROLS TO HAVE DIMMING CAPABILITY AS ALLOWED BY THE FIXTURE ULTIMATELY INSTALLED8. ALL GARBAGE DISPOSAL TO HAVE COUNTER MOUNTED AIR PRESSURE SWITCHES (U.O.N. - REFER TO POWER PLAN & V.I.F.)9. ALL NEW / REPLACED LUMINARIES / LIGHTING FIXTURES TO BE / HAVE L.E.D. LIGHT EMITTING ELEMENTS - OTHERWISE LUMINARIES
SHALL BE 75% HIGH-EFFICIENT & IC RATED / SEALED TO COMPLY W/ F.B.C.-E. 402.4.4 & 404.110. GC. TO V.I.F. ALL ELECT. FIXTURE'S CONDITIONS, LOCATION & MOUNTING HEIGHT W/ OWNER - REPRESENTATIVE11. V.I.F. EXIST.-TO REMAIN WALL OUTLETS & SWITCHES - ALL OUTLETS TO BE MOUNTED @15" A.F.F. MIN. & SWITCHES @46" A.F.F. MAX.12. SEE SECTIONS 15 & 16/A0.0 FOR ADDITIONAL REQUIREMENTS
A3.10
1
TO NEW & EXIST.EXTERIOR LTS. ABV.
CIRCUIT & SWITCHESBELOW - V.I.F. (REAR )
(SEE L.V. - CONTROL DWGS.)
TO EXIST. - NEW LTS. HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
2
A3.12
2
A3.12
3
A3.10
3
A3.10
2
A3.11
2
A3.11
1572
TO NEW & EXIST.EXTERIOR LTS. ABV.
CIRCUIT & SWITCHESBELOW - V.I.F. (REAR )
(SEE L.V. - CONTROL DWGS.)
TO NEW & EXIST.EXTERIOR LTS. ABV.
CIRCUIT & SWITCHESBELOW - V.I.F. (FRONT )
(SEE L.V. - CONTROL DWGS.)
TO LTS. /HI-HAT/ ABOVE & STAIR
(SEE L.V. - CONTROL DWGS.)
TO EXIST. - NEW LTS. HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
TO EXIST. - NEW LTS. HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
TO EXIST. - NEW LTS. HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
TO LT. & E.F. ABV.
TO E.F. ABV.
TO LT. ABV.
TO EXIST. - NEW LTS. & CLG. FAN / HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
TO LTS. ABV.
TO LTS. & CLG. FAN / HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
TO LTS. & CLG. FAN / HI-HATS ABOVE(SEE L.V. - CONTROL DWGS.)
TO LTS. ABV.
TO LTS. ABV.
TO LT. ABV.
2
A3.11
TO NEW & EXIST.EXTERIOR LTS. ABV.CIRCUIT & SWITCHESBELOW - V.I.F. (REAR )(SEE L.V. - CONTROL DWGS.)
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:4
2 A
M
A6.20
A-21103
07/02/21
Author
Checker
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
2nd. FLOOR POWER &TECH. PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
TAG KEYNOTES
TAG DESCRIPTION
1572 AIR HANDLING UNIT
No. Description Date
1/4" = 1'-0"A6.20
1 2ND. FLOOR - POWER PLAN
1/4" = 1'-0"A6.20
2 OBSERVATION DECK
TV TD T
3 4
SD
3
SD
SD
SD
SD
SD
SD
ELECTRICAL & R.C.P. LEGEND
4" to 6" HI-HAT / RECESSED LT. FIXTURE --
4" to 6" "EYE" WALL-WASHER HI-HAT / RECESSED LT. FIXTURE
SMOKE / CARBON MONOX. COMBO DETECTOR CONNECTED TO BASE LIFE SAFETY SYSTEM - ELECT. PANEL OR OTHERWISE PROVIDE BATTERY BACK UP CAPABILITIES
CEILING MOUNTED / PENDANT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION - PROVIDE CEILING / DECK'S "J-BOX" FOR MOUNTING & SERVICE POINT
WALL SCONCE / MOUNTED LIGHT FIXTURE - SEVERAL TYPES / MODELS - SEE R.C.P. NOTES FOR ADDIT. INFORMATION
2x4 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
4" TO 6" WALL WASHER TRACK & HEAD SYSTEM
2x2 FLUORESCENT LAY-IN PRISMATIC LIGHT FIXTURE
CEILING FAN & LIGHT FIXTURE - PROVIDE CEILING "J-BOX" FOR MOUNTING & SERVICE POINT
NOTES:• LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/ CONDITIONS
ABOVE CEILING - V.I.F. ALL ITEMS• SMOKE / CARBON MONOXIDE SENSORS SHALL BE INSTALLED IN / OR AT MAX.
10'-0" AWAY FROM ANY SLEEPING ROOM/QUARTERS, IF WORK IS TO CONTAIN ANY FOSSIL-FUEL BURNING DEVICE / APPLIANCE / FIXTURE & AS PER F.B.C. R315 SECTION
• GC SHALL COORDINATE ALL FIXTURES & DEVICES W/ OWNER PRIOR TO ORDERING & INSTALLING
• GC SHALL PROVIDE FULL ENGINEERED SHOP DWG. FOR SPECIALTY WORK, CONTROLLERS & /OR DEDICATED CIRCUITRY - ANY SPECIALTY ELEMENTS AS REQUIRED
• ITEMS ON ELECTRICAL PANELS ARE ANTICIPATING THE MAXIMUM LOAD. REFER TO FLOOR PLANS FOR NOTES THAT MAY INDICATE AN APPLIANCE TO BE GAS -VERIFY TYPE OF APPLIANCE TO ULTIMATELY BE USED. COORDINATE LOCATION OF SYSTEMS TO AVOID INTERFERENCE WITH LOCATION OF STRUCTURE & OTHER BUILDING SYSTEMS. NOTIFY THE OWNER & ARCHITECT PRIOR TO CONSTRUCTION OF CONFLICTS WHICH CAN NOT BE RESOLVED.
INDICATES EXISTING FIXTURE TO REMAIN - V.I.F. ALL CONDITIONS & UPDATE / REPLACE AS NECESSARY = (E) EXISTING
INDICATES EXISTING FIXTURE TO BE REMOVED
INDICATES NEW FIXTURE
INDICATES A REPLACED & / OR RELOCATED FIXTURER. / RL.
ALTERNATE / SQ. VERSION
EXHAUSTFAN
2x. LAY-IN PRISMATIC LIGHT FIXTURES - GRID BASED
SCONCES LIGHT FIXTURES - WALL MOUNTED
PENDANT FIXTURES + CEILING MOUNTED
FLOODLIGHT FIXTURE
POWER + SWITCHES
220 V.RECEPT.
GFCI/GFI RECPT.
ABV. CTR
FLOORRECEPT.
DUPLEXRECEPT.
DATA + COMMUNICATIONS
TELEVISIONCABLE / SAT.
DATACAT6 MIN.
TELEPHONE/ VOIP
MECHANICAL
SUPPLYDIFFUSERLINEAR
RETURNDIFFUSER
SINGLE P.SWITCH
3 WAYSWITCH
4 WAYSWITCH
T THERMOSTAT
SD
LOW-VOLTAGESWITCH CONTROLLER
2
A3.12
2
A3.12
3
A3.10
3
A3.10
2
A3.11
2
A3.11
VP
VP
VP VP
VPEL. 8' - 6 1/2" GYP. BD. CLG.
EL. 6' - 8" T. & G. CLG.
B.O. DECKTYP. U.O.N.
EL. 19' - 10 1/2" GYP. BD. CLG.
9' - 3 1/2"
EXIST. CLG.
9' - 3 1/2"
GYP. BD. CLG.
1546.H
1093
EL. 8' - 6 1/2" GYP. BD. CLG.
645
579.4
955
TYP.
TYP.
TYP.
588
1652
1655
EL. 7' - 0" T. & G. CLG.
B.O. DECK
EL. 6' - 9" T. & G. CLG.
B.O. DECK
645
579.4 1652
FISNISHED
579.4
645
579.4
645
3' -
0"
3' -
0"
3' -
0"
3' - 0"
3' -
0"
3' -
0"
1572
1652
OPTIONAL
PROJECT NUMBER:
DWG BY:
CHECKED BY:
INHABIT ARCHITECTURE, INC. COPYRIGHT 2020
FOR:
REVISIONS:
THE DESIGNS AND GRAPHICS REPRESENTED ON THESE DRAWINGS ARE THE SOLE PROPERTY OF
INHABIT ARCHITECTURE INC. AND ARE COPYRIGHT PROTECTED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE NOT TO BE REPRODUCED OR COPIED
WITHOUT WRITTEN CONSENT.
SHEET
PROJECT STATUS:
SEAL
PROJECT LOCATION
ww
w.inhab
itarchit
ectu
rein
c.c
om
CO
NSU
LTA
NT
CO
NSU
LTA
NT
arc
hit
ect
ure
,
CO
NSU
LTA
NT
1138
8OKE
ECH
OBE
E BL
VD.,
SUIT
E B-
101
RO
YAL
PALM
BEA
CH
, FL
3341
1Ph
one:
(561
) 79
5-18
18E-
mai
l: w
arre
n@vo
nwer
nepe
.com
WA
RR
EN J.
VO
N W
ERN
E P
.E.,
INC
.
AA26001335
8461 L
ake W
orth
Ro
ad
| S
uit
e 4
02 |
Lake W
orth
. FL 3
3467 |
561. 693.2
500 |
in
fo@
inh
ab
it-a
rch
itectu
re.c
om
hab
itIn
FOR THE FIRM / CONSULTANT
DATE:
SCALE: INDICATED
7/9
/202
1 6:
01:4
4 A
M
A6.21
A-21103
07/02/21
GH
MG
RESIDENTIALALTERATION& ADDITION
MR. FURMAN
2nd. FLR REFL. CEILING& LIGHTING PLAN
BID / REVIEW SET
634 SE 3rd. AVENUEDELRAY BEACH, FL.
TAG KEYNOTES
TAG DESCRIPTION
579.4 STANDARD COLOR KYNAR-500 FINISH STL. BRACKET - SEE INTENT PROFILE - PROVIDE ENG. SHOP DWGS
588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG.SHOP DWGS FOR REVIEW & SELECTION
645 PAINTED CONT. 2X WOOD FASCIA - SEE WALL SECTIONS
1093TEMP. GLASS SHOWER ENCLOSURE & DR. W/ 4" SHOWER CURB - PROVIDE ALL BRASS / ST-STL. HARDWARE - SEE SECTION 10/A0.01 & PROVIDE SHOPDWGS & SAMPLE FOR REVIEW & FINAL SELECTION
1546.H ST-STL. FINISH SHOWER FIXTURE - V.I.F, W/ OWNER FOR FINAL SELECTION
1572 AIR HANDLING UNIT
1652 WET LOCATION / EXTERIOR GRADE LIGHT FIXTURE - SEE ELECTRICAL SYMBOL LEGEND - TYP.
1655 INTERIOR MONUMENTAL PENDANT FIXTURE AS SELECTED BY OWNER - PROVIDE FINAL SELECTION CUT SHEET FOR REVIEW
No. Description Date
1/4" = 1'-0"A6.21
1 2ND. FLOOR REFLECTED CEILING - LIGHTING PLAN
NEED FINAL LOW-VOLTAGE& CIRCUIT LOOP
CONTROLED LIGHT-GROUPS
TY
P.
6"
EXIST. SUB-STRUCTURE - V.I.F.(SEE WALL LEGEND FOR PARTITIONS VARIATIONS &
ALTERNATES)
SOUND SEALANT & / OR VAPOR BARRIER
SCHEDULED FLOOR FINISH
SCHEDULED BASE
31/4" THERMAFIBER / SOUND INSUL. (OPTIONAL)
SOUND SEALANT
31/2" MTL./P.T. WOOD BASE PLATE. SECURED TO SUB-FLOORING
AT 24" O.C. WITH 5/32" MIN POWDER DRIVEN FASTENERS
NOTE: SIMILAR CONSTRUCTION FOR BEARING WALL / PARTITION - SEE STRUCT. DWGS. & DETAILS FOR ADDITIONAL INFORMATION
EXTERIOR
SELF ADHERED BIT. ROOFING MEMBRANE TO MEET "ASTM D 226 TYPE II" STANDARDOVER MECH. FASTENED ROOFING FELT - SEE N.O.A. ROOFING DOCS. FOR FINAL SELECTION
"BORAL" GALENA S-TILESPANISH S-TILE ROOFING OVER 4:12 SLOPED WOODEN DECK NOA No.: 19-0925.03- OR EQ. MATCH EXIST.
PRE-ENGINEERED ROOF WOOD TRUSSES (SEE STRUCT. DWGS. - TYP.)
SPRAY FOAM INSULATION TO MEET FBC-R 316.3 TO 316.5.3 OR AS ALLOWED UNDER FBC-R 316.6R-19 to R-30 (SEE ENERGY CALCS.)- ALTERNATE SIM. R-VALUE WITH FIBERGLASS INSULATION LAYER AT TOP OF ROOF TRUSSES CHORD -UNDER SIDE OF ROOF SHEATHING. NO ATTIC VENTS UNDER SOFFIT ARE REQUIRED WITH EITHER OF THIESE CHOICES.
PRE-ENGINEERED ROOF WOOD TRUSSES (SEE STRUCT. DWGS. - TYP.)
SPRAY FOAM INSULATION TO MEET FBC-R 316.3 TO 316.5.3 OR AS ALLOWED UNDER FBC-R 316.6R-19 to R-30 (SEE ENERGY CALCS.)- ALTERNATE SIM. R-VALUE WITH FIBERGLASS INSULATION LAYER AT TOP OF ROOF TRUSSES CHORD -UNDER SIDE OF ROOF SHEATHING. NO ATTIC VENTS UNDER SOFFIT ARE REQUIRED WITH EITHER OF THIESE CHOICES.
*SEE SECTIONS 06 & 07 / A0.0
1/2" ROOF COVER BOARDMECH. ATTACHED
EXTERIOR
(2) 3/4" PLYWOOD SHEATHING, GLUED & SCREWED TO FLOOR TRUSSES / JOISTS - SEE SECTION 06 & STRUCT.DWGS.