project number: furman family

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 & WINDOWSEMERGENCY 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 FAMILYResidential 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 UNDERLAYMENT 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 - FURNISHINGSSEE SEPARATE DRAWINGS PROVIDED BY OTHERS - N. I. C.

10 - SPECIALTIESATTIC 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 CONSTRUCTIONSEE 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

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FOR THE FIRM / CONSULTANT

DATE:

SCALE: INDICATED

7/9

/202

1 6

:10

:47 A

M

A0.0

A-21103

07/02/21

G.H.

M.G.

RESIDENTIALALTERATION& ADDITION

MR. FURMAN

PROJETC'S GENERAL

REQUIREMENTS

BID / REVIEW SET

634 SE 3rd. AVENUE

DELRAY BEACH, FL.

ARCHITECTURESHEET

No.SHEET NAME

ISSUEDATE

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

PLAN07/02/21

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 RISERS07/02/21

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

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.

SEE POOL & DECK DWGS.

(BY OTHERS)

EXIST. 60"h. FENCEW/ 36"w. ACCSS. / LOCKED GATE (TYP.)N.I.S.W.

POOL, SPA & DECK

EXIST. RESIDENCE

DRIVEWAY

EL. 19.85' NAVDCROWN OF ROAD

EXISTINGTO REMAIN(1,283 S.F.)

NEWADDIT.

2,278 S.F.2-STORY RENOVATION /

ADDITION

EDGE OF EXIST. SIDEWALK

OPENBALCONY

OPENOBSV. DECK

RELOC.

OPENGARDEN

1578

OPENBALCONY

ROOFING MEMBRANE OVER SLOPED WOODEN DECK - V.I.F.

FIN. SLABEL. 7.75 NAVD

EXIST. BLDG.

S.E

. 3

rd. A

VE

NU

E

PLANTER PLANTER PLANTER

833

317

317

304

WALLPIER

304

PLANTERPIER - TYP.

OPENBALCONY

590

916317207

248

W3

W3

W3

TYP.

W3

EXIST. 60"h. FENCEW/ 36"w. ACCSS. / LOCKED GATE (TYP.)N.I.S.W.

48"HT.

304

WALLPIER - TYP.

317

NEWDRIVEWAY

282

48"HT.

10' - 4

1/4

"

285

4' - 9" 12' - 2" 18' - 2" +/- 10' - 11"

+/- 2' - 10"

11' - 1" 20' - 4" 5' - 5" 13' - 0" 16' - 0"

V.I.F.

12' - 0"

PLTR. PLTR.

PLTR.

4' -

0"

21

' - 7

"

TO BLDG. STRUCT.

+/- 15' - 0 1/8"

- 1 ' - 9"

- 1 ' - 9"

- 1 ' - 9"

- 1 ' - 9"

282

TO BLD. STRUCT.

+/- 8' - 2 3/4"

TO

BLD

G. S

TR

UC

T.

+/-

25'

- 2

1/8

"

19

' - 5

"

916

BET

WEE

N B

LDG

. - E

XIS

TIN

G

20

' - 5

"

W3

588

89° 38' 16" 80.60'S W

0° 2

1' 4

4"

132.5

0'

SE

0° 2

1' 4

4"

132.5

0'

NW

89° 38' 16" 80.60'N E

FRO

NT

SET

BA

CK

25

' - 0

"

STREET-SIDE SETBACK

15' - 0"

SIDE SETB.

7' - 6"

REA

R S

ETB

AC

K

10

' - 0

"

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.

SCOPE OF WORK

ZONING DISTRICT: R-1-AFLOOD ELEVATION: FIN. SLAB. EL.(+)15.50 NAVD.- ZONE "X"EXIST./ PROPOSED ELEV: FIN. SLAB EL.(+) 15.50' NAVD

ZONING & ELEVATION DATA

OCCUPANCY GROUP: GROUP R-3CONSTRUCTION TYPE: V-BALTERATION TYPE: LEVEL III - Exist. Elements by Prescriptive Method

EXIST. 1st FLR. AREA = 1,716 S.F. EXIST. 2nd. FLR. AREA = 576 S.F. EXIST. OVERALL AREA = 2,292 S.F. (Overall Under Roof - Main House)

NEW 1st. FLR. ALTERAT. = 1,332 S.F. (Under A/C - 68% Alteration.)NEW 2nd. FLR. ADDIT. = 946 S.F. (Under A/C - 41.3% Addit.)OVERALL NEW = 2,278 S.F. (Area of work) OVERALL NEW AREA = 3,373 S.F. (Under A/C - Main House)

NEW 2-CAR GARAGE: = 459 S.F. (Under A/C - 20% Addit)NEW ENTRY = 288 S.F. (Exterior Partially Under Roof)NEW COV'D. TERRACE = 233 S.F. (Exterior Under Roof)OPEN BALCONIES = 551 S.F. (Exist. & New - Overall)NEW OBSERV. DECK = 178 S.F. (Open)COV'D. PATIO ALTER. = 235 S.F. (Exterior Under Roof -10.2% Alter.)

BLDG. FOOTPRINT: = 3,352 S.F. (Main House + Storage Bldg.)LOT AREA: = 10,680 S.F. (3,352 S.F.= 31.38% Lot Cov.)

OCCUPANCY LOAD: 200 S.F./PERSON - 2,313 LIVING (12 OCC.)OCCUPANCY SEPARATION: N/AREQUIRED NO. OF EXITS: 1 / 6 PROVIDED / EXISTINGFIRE RESISTANCE REQUIREMENTS

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.

ZONE 5: (+)49.4 / (-)58.7 PSF.

PLUMBING FIXTURES TABULATIONFIXTURE EXIST. NEW TOTAL PROVIDEDWATER CLOSETS 3 6 6BIDETS/ URINALS 0 0 0LAVATORIES 4 7 7SHOWERS / TUBS 4 6 6SERVICE SINKS 1 3 4DRINKING FOUNTAINS N/A N/A N/A

FIXTURE REQUIREMENTS ARE BASED UPON OCCUPANCY OF EACH FLOOR (FIXTURES ARE NEW/EXIST. TO REMAIN / REPLACED W/ SIMILAR FIXTURES)

BUILDING DATA & CLASIFICATIONS

PROJECT INFORMATION

BUILDING CODES: F.B.C. 7th EDITION BUILDING + RESIDENTIAL2020 Edition F.B.C. 7th EDITION EXIST. BUILDING

F.B.C. 7th EDITION MECH.+PLUMB.+GASF.B.C. 7th EDITION ENERGY NFPA 70 / N.E.C. LATEST EDITION ENFORCED

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.

1. FLOOR & ROOF PRE-ENG. TRUSSES2. ORNAMENTAL RAILS, GUARDRAILS3. EXTERIOR FABRICATIONS, ORNAMENTAL LOUVERS, SHUTTERS,

BENCHES & RELATED ACCESSORIES4. STRUCUTURAL STEEL CONNECTORS / CONNECTIONS5. PRE-ENGINEERED PRE-FABRICATED ASSEMBLIES

A. STAIRSB. PERGOLAS & BENCHES C. OUTRIGGERS & RELATED SUN-CONTROL TRELLIS.

A. POOL DECK, POOL & RELATED EQUIPMENTB. DRIVEWAY, ENTRY GATE & RELATED SITE WALLSC. KITCHEN EXHAUST HOOD (S) & EXTINGUISHING SYSTEM

• EXHAUST HOODS• EXTERIOR GRILL CABINETRY• EXTERIOR GRILL / COOKING APPLIANCES

D. GAS PIPING & UTILITY COMPANY SERVICE / UNDERGROUND TANKS

DEFERRED / SEPRATE PERMIT

TYPE N.O.A. APPROV. EXPIRATION REF. / SHEET

DOORS

WINDOWS

ROOFING

EXTERIORCLAD /

ENVELOPE

SWING 19-1126.03 -- 02/17/2025 A2.40SLIDERS 19-1126.05 -- 03/24/2025 A2.40OVERHEAD 20-0512.04 -- 07/16/2025 A2.40

S- TILE 19-0925.03 -- 04/26/2022 A7.0ROOF MEMB. 21-0303.20 -- 04/26/2026 A7.0

ADH. VENEER -- FL 31373.1 12/31/20 A7.0 ASTM C1670

FIX. 20-0401.14 -- 04/11/2023 A2.40CASEMENT 20-0402.02 -- 04/11/2023 A2.40SING-HUNG 17-0630.03 -- 05/03/2022 A2.40SING-HUNG 20-0428.01 -- 08/22/2022

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:


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


SHEET

PROJECT STATUS:

SEAL

PROJECT LOCATION

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02 |

Lake W

orth

. FL 3

3467 |

561. 693.2

500 |

in

fo@

inh

ab

it-a

rch

itectu

re.c

om

hab

itIn


DATE:

SCALE: INDICATED

7/9

/202

1 6:

00:3

8 A

M

A0.1

A-21103

07/02/21

G.H.

M.G.


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


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

W3

P1PARTITION WALL 3 1/2" OR 3 5/8" MTL STUDOR 31/2" WD. STUDS @ 24" O.C. W/ 1/2" GYP. BD.. EA. SIDE (OR 4", 6", 8", 2x10 & 2x12 STUDS AS NOTED)SEE P1/A7.0

P2

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


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:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

00:4

0 A

M

A1.1D

A-21103

07/02/21

GH

MG


MR. FURMAN

DAMAGED AREAS &DEMO PLANS

BID / REVIEW SET


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


F.O.W.

2' - 3"

COORD. W/ NEW WORK - STRUCT.

+/- 20' - 5"F.O.W.+/- 10"


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


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














W2

W1



W3


P2


P3


W4



P1

P2

PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

00:4

1 A

M

A1.2D

A-21103

07/02/21

Author

Checker


MR. FURMAN

DAMAGED AREAS -2ND. FLOOR DEMO

PLAN

BID / REVIEW SET



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














W2

W1



W3


P2


P3


W4



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:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

00:5

9 A

M

A2.10

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

1st. FLOORINFORMATION PLAN

BID / REVIEW SET


1/4" = 1'-0"A2.10

1 INFORMATION FLOOR PLAN


TAG KEYNOTES

TAG DESCRIPTION



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

925 5/8" PAINTED STUCCO - SEE WALL TYPES & EXTERIOR ASSEMBLIES

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

1155 ELECTRICAL WASHER - V.I.F. W/ OWNER'S SELECTION

1156 ELECTRICAL DRYER W/ EXHAUST DUCT & VENT THRU EXTERIOR / ROOF- V.I.F. W/ OWNER'S SELECTION

1158 GAS GRILL / BBQ DEVICE - PROVIDED BY OWNER

1541WATER CLOSET W/ 32"MIN. CLEAR WIDTH SPACE - PROVIDE "KOHLER. "DURAVIT" OR -EQ. - V.I.F, W/ OWNER FOR FINALSELECTION

154234"H. LAVATORY - PROVIDE "KOHLER. "DURAVIT" OR -EQ. - V.I.F, W/ OWNER FOR FINAL SELECTION - PROVIDE WALL MIRROE ASSELECTED BY OWNER

1545 TUB / SHOWER COMBINATION - 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

1548DOMESTIC WATER HEATER W/ RECIRCULATION PUMP AND FLOW SENSOR - V.I.F, W/ OWNER FOR FINAL SELECTION & ENERGYCALCS.

1554 SLOPE SHWR. FLOORING / PAN TO DRAIN



WH

W &

D.

FD






A3.10

2

DINING ROOM

102

2 CAR GARAGE

109BEDROOM #1

103

LIBRARY

104

ENTRY

100

BATH #1

103A

UTIL.

106

GREAT ROOM

101

2

A3.12

2

A3.12

3

A3.10

3

A3.10

2

A3.11

2

A3.11

2' -

2"

42

' - 8

"9

' - 4

"

15

' - 4

"2

' - 8

" *

2' -

8"

2' -

8"

*1

2' -

8"

2' -

8"

*4

' - 0

"4

' - 0

"5

' - 4

"

57' - 4"

14' - 6" 3' - 1" 8' - 4" 8' - 0 7/8" 23' - 4"

4' - 3" 6' - 0" * 4' - 3" 1' - 4" 2' - 8" * 8" 2' - 8" *

+/- 9"

3' - 8"

SEE SCHED. & COORD. R.O. NOTES - TYP.

16' - 0" * 3' - 8"

V.I.F.

1' - 7" 2' - 8" 3' - 8" * 2' - 0"

V.I.F. W/ EXIST . BUILDING ENVELOPE

57' - 4" - OVERALL

7' - 4" 6' - 10" 11' - 2" 9' - 0" 22' - 6" 6"

8' - 8"

7 5/8" 6' - 0 3/4"

7 5/8"

8" 5' - 0" * 1' - 6"

8"

9' - 6" *

8"

7 5/8"

TO / FROM EXIST. PARTITION - V.I.F.

+/- 14' - 9 1/8"

CLR.

4' - 3" +/- 6' - 1" EQ.

2' - 7" 4' - 2" 2' - 0"

8 7/8" 6' - 1 1/2"

8 7/8"

1' - 0"

2' - 7" 2' - 8" * 8" 2' - 8" * 8" 2' - 8" * 8" 2' - 9" *

SQ.

12

".

2' -

8"

2' -

8"

*2

' - 0

"2

' - 8

" *

3' -

4"

3' -

3"

*+

/- 3

' - 1

0"

8' - 7" 4' - 6" 16' - 10" 5' - 3" +/- 7' - 4" +/- 6' - 5" 4' - 5"

ALI

GN

8' - 7" 4' - 8" 16' - 0"

8"

ALI

GN

3' - 4" 4" 3' - 4"

7 5

/8"

+/-

19'

- 9

1/4

"

7 5

/8"

6' -

5 3

/8"

3' -

4"

11" 4' - 8" 2' - 8"

7 5/8"

OPN

'G.

5' -

6"

7 5

/8"

13

' - 2

"5

' - 1

1"

13

' - 0

"6

' - 3

7/8

"3

' - 0

"7

5/8

"3

' - 4

3/8

"7

5/8

"

2' -

4"

2' -

10

" *

4' -

2"

PLA

NT

E R

3' -

4 3

/8"

SQ.

12".

3' -

0"

2' -

11

"

CLR.

3' - 2"

1' -

0"

4' -

0"

3' -

0"

2' -

8"

7 5

/8"

23

' - 4

3/4

"7

5/8

"1

2' -

4"

ALIGN

5' -

8"

4' -

10

"7

' - 1

"4

' - 7

"

12

".1

2".

1' - 0" 4' - 0" 1' - 0"

SQ.

12".

1' -

1"

2' -

8"

*8

"2

' - 1

0 1

/2"

*8

"2

' - 8

" *

1' -

8 1

/2"

8' -

0"

CLR

.1

' - 1

"

CABANA

104A

PWDR.

105

1' -

4"

1' - 1" 1' - 1"

FIT INTO EXIST. OPN'G.

REPLACE W/ NEW WINDOW

FIT

INT

O E

XIS

T.

OPN

'G.

REP

LAC

E W

/ N

EW W

IND

OW

V.I.

F.

20

' - 5

"

PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




SHEET

PROJECT STATUS:

SEAL

PROJECT LOCATION

ww

w.inhab

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ectu

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CO

NSU

LTA

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CO

NSU

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1138

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101

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(561

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DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:0

1 A

M

A2.11

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

1st. FLOOR DIMENSIONFLOOR PLAN

BID / REVIEW SET



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














W2

W1



W3


P2


P3


W4



P1

P2






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:


FOR:

REVISIONS:




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

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| S

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e 4

02 |

Lake W

orth

. FL 3

3467 |

561. 693.2

500 |

in

fo@

inh

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it-a

rch

itectu

re.c

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hab

itIn


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:0

5 A

M

A2.20

A-21103

07/02/21

GH

MG


MR. FURMAN

2nd. FLOORINFORMATION PLAN

BID / REVIEW SET



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


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


1549 LINEAR SHOWER FLOOR DRAIN - "SCHLUTER SYSTM" OR EQ.


1/4" = 1'-0"A2.20

2 OBSERVATION DECK

FD

DN






A3.10

1

2

A3.12

2

A3.12

3

A3.10

3

A3.10

2

A3.11

2

A3.11

GREAT ROOM

101

MASTER BALCONY

201D

MASTER SUITE

201MASTER BATH

201C

W.I.C.

201A

DECK

200A

MASTER DECK

201E

BEDROOM #4

202

BEDROOM #5

203

BATH #5

203A

BATH #4

202A W.1.C.

202B

W.I.C.

203B

1/8

" /

12

"



1/8

" /

12

"

LOFT

200

EL. 2' - 11 5/8" LANDING

42

' - 8

"

15

' - 8

"2

' - 8

" *

6' -

0"

2' -

8"

*1

5' -

8"

9"

4' -

11

"7

5/8

"1

8' -

9 7

/8"

8' -

10

3/4

"

7 1

/4"

8' -

0 5

/8"

5' -

8"

7 5

/8"

7' -

1 3

/8"

4' -

10

1/4

"6

' - 1

0 1

/4"

57' - 4"

14' - 6"

TO EXIST. MASTER WING - V.I.F.

+/- 19' - 4 3/4"

ALI

GN

ALI

GN

3' -

8"

7 1

/4"

8' -

1 1

/8"

5 1

/2"

5' -

5"

V.I.

F.7

5/8

"EX

IST

.

+/-

3' -

5 3

/4"

V.I.

F.4

1/2

"

3' -

2"

2' -

2"

7' -

3"

V.I.

F.

+/-

6' -

9 3

/8"

RAILING LENGTH

21' - 6" - OPEN

MATCH EXIST.

12

".

4' - 3" 2' - 8" * 8" 2' - 8" * 4' - 3" 1' - 6" 2' - 8" * 8" 2' - 8" *

TO EXIST. DOOR

+/- 6' - 10" 6' - 2" *

V.I.

F.

3' -

3"

V.I.F.

3' - 0"

FRO

M N

EW T

O E

XIS

TIN

G -

V.I.

F.

42

' - 8

"

TO

CO

L UM

N

9' -

4"

7 5/8"

13' - 3" 16' - 0 1/2" 4' - 0 7/8"

7 5/8"

3' - 8 3/4" 2' - 8" * 1' - 11" 5' - 6" * 1' - 11" 2' - 8" * 3' - 8 1/8" 7 5/8"

ALI

GN

FROM NEW TO EXISTING - V.I.F.

57' - 4"

14' - 6" 11' - 5" 8' - 8 1/2" 22' - 8 3/8"

3' - 3"

CENTERED ON WINDOWS

8' - 0" 3' - 3"

4' - 3" 2' - 8" * 8" 2' - 8" * 4' - 3" 1' - 4" 2' - 8" 8" 2' - 8"

4 1/2" 2' - 8" * 1' - 4" 2' - 8" * 1' - 4" 2' - 8" * 4 1/2"

7 5/8"

5' - 4 5/8" 4' - 0" 3' - 10 3/8" 16' - 0 1/2"

8"

3' - 5"

1' - 2 5/8"

2' - 7 3/8" 11' - 0 7/8" 7' - 9 1/2"

7 5/8"

3' - 3 3/4"

7 5/8"

2' - 2" 5' - 6"

1' - 3 1/2"

4' - 4 3/4"1' - 0 1/4"

CLR.

3' - 1 3/8"

5 1

/2"

+/-

9' -

6 3

/8"

V.I.

F.4

1/2

"5' -

4"

+/-

14'

- 0

3/8

"

3' -

0 5

/8"

7 5

/8"

12

' - 0

3/8

"8

' - 8

"2

' - 1

0"

5' -

10

"1

2' -

0 3

/8"

8 1

/4"

6' -

9"

3' -

10

"6

' - 9

"

2' - 9 3/4" 2' - 8" * 1' - 6" 5' - 6" * 1' - 6" 2' - 8" *

V.I.F.

EQ.

7' - 8" 14' - 6 1/2"

ALI

GN

4"

/ 1

2"

4"

/ 1

2"

4"

/ 1

2"

ALI

GN

3' -

4"

1' -

0"

2

A3.11

7 1/4"

V.I.F.

+/- 19' - 7 1/8" 5 1/2"

7 1

/4"

9' -

4"

7 1

/4"

CLR.

2' - 4"

PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:0

7 A

M

A2.21

A-21103

07/02/21

Author

Checker


MR. FURMAN

2nd FLOORDIMENSION PLAN

BID / REVIEW SET



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.)


(NEW ROOF STRUCT.)R2 ROOF ASSEMBLY

SEE R2/A7.0(NEW ROOF STRUCT.)


(NEW ROOF STRUCT.)

F4 DECK ASSEMBLYSEE F4/A7.0

(NEW BALCONY STRUCT.)


(NEW STRUCT.)

F3 ROOF ASSEMBLYSEE F3/A7.0

(NEW BALCONY STRUCT.)


(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.


(NEW ROOF STRUCT.)


(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






PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




SHEET

PROJECT STATUS:

SEAL

PROJECT LOCATION

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DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:1

3 A

M

A2.30

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

ROOF PLAN

BID / REVIEW SET


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




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


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:


FOR:

REVISIONS:




SHEET

PROJECT STATUS:

SEAL

PROJECT LOCATION

ww

w.inhab

itarchit

ectu

rein

c.c

om

CO

NSU

LTA

NT

CO

NSU

LTA

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arc

hit

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,

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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

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. FL 3

3467 |

561. 693.2

500 |

in

fo@

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it-a

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itectu

re.c

om

hab

itIn


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:1

6 A

M

A2.40

A-21103

07/02/21

Author

Checker


MR. FURMAN

OPENINGS & FINISHSCHEDULES +

PLUMBING RISERS

BID / REVIEW SET


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

102 DINING ROOM 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. ENG.WOOD 6"h. PAINTED WOOD -- PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

103 BEDROOM #1 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. ENG.WOOD 6"h. PAINTED WOOD ARCH. STONE / MARBLE PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

103A BATH #1 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. RECT. PORCELAIN 6"h. PAINTED WOOD ARCH. STONE / MARBLE PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

104 LIBRARY 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. ENG.WOOD 6"h. PAINTED WOOD ARCH. STONE / MARBLE PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

104A CABANA 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. RECT. PORCELAIN 6"h. PAINTED WOOD -- PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

105 PWDR. 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. EXT-GRADE RECT. PORCELAIN 6"h. PAINTED WOOD -- PAINTED WOOD SLOPED CLG. - SEE R.C.P. ON SHEET A6.20

106 UTIL. 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. RECT. PORCELAIN 6"h. PAINTED WOOD -- PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

107 TERRACE 9' - 8" STAINED T. & G. WD. PAINTED STUCCO EXT-GRADE RECT. PORCELAIN -- ARCH. STONE / MARBLE -- V.I.F. ALL FINISHES W/ OWNER

108 COVERED PATIO 10' - 0" STAINED T. & G. WD. PAINTED STUCCO EXT-GRADE RECT. PORCELAIN -- ARCH. STONE / MARBLE -- V.I.F. ALL FINISHES W/ OWNER

109 2 CAR GARAGE 11' - 4 1/8" PAINTED GYP. BD. PAINTED STUCCO EPOXY COATED CONC. SLAB -- ARCH. STONE / MARBLE -- V.I.F. ALL FINISHES W/ OWNER

110 (E) KITCHEN 9' - 3" -- -- MATCH OVERALL FLOORING -- -- -- EXIST. SPACE - V.I.F, ALL CONDITONS - PATCH &REAPIR.

110A PANTRY 9' - 3" PAINTED GYP. BD. PAINTED GYP. BD. -- 6"h. PAINTED WOOD -- -- EXIST. SPACE - V.I.F, ALL CONDITONS - PATCH &REAPIR.

DOOR SCHEDULE

MA

RK DOOR

FRAMEADJACENCY & GLAZING

RATING HARDWARE WIND PRESS. REMARKSW. H. TYPE MATERIAL THICKNESS SIDELITE TRANSOM GLASS

D101-1 3' - 6" 8' - 0" SWING PAINTED S.C. WOOD 1 3/4" PRE-FIN. ALUM /MTL. -- -- -- -- LOCK SET -4 HINGES SEE STRUCT. DWGS. V.I.F W/ OWNER'S SELECTION

D101-2 5' - 4" 8' - 0" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. (2) 2'-0" x 8'-0" -- LAM./ TEMP. IMPACT GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DBL-DR.

D101-3 2' - 0" 6' - 8" SWING PAINT. WOOD 1 3/4" PAINTED WOOD -- -- -- -- PASSAGE SET INT. DOOR

D102-1 2' - 8" 7' - 10" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. -- -- LAM./ TEMP. IMPACT GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DR.


D103-1 2' - 8" 8' - 0" SWING PAINTED S.C. WOOD 1 3/4" PAINTED WOOD -- -- -- -- PRIVACY SET INT. DOOR V.I.F W/ OWNER'S SELECTION - TYP.

D103-2 2' - 4" 8' - 0" POCKET PAINTED WOOD STD. PAINTED WOOD -- -- -- -- PASSAGE SET - POCKET TRACK & PULL INT. DOOR

D103-3 2' - 8" 8' - 0" SWING PAINTED S.C. WOOD 1 3/4" PAINTED WOOD -- -- -- -- PRIVACY SET INT. DOOR

D104-1 8' - 0" 8' - 0" POCKET PAINTED WOOD STD. PAINTED WOOD -- -- -- -- PRIVACY SET - POCKET TEACK & LATCH INT. DOOR DBL-POCKET DR.

D104-2 2' - 8" 7' - 10" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. 2'-0" x 8'-0" -- LAM./ TEMP. IMPACT GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DR.


D104-4 2' - 8" 6' - 8" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. -- -- LAM./ TEMP. IMPACT TRANSL. GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DR.



D109-1 0' - 0" 0' - 0" O.H. SECTIONAL DOOR PRE-FIN./ ANOD. COLOR STD. MTL. TRACK & ROLLERS -- -- LAM./ TEMP. IMPACT GLZ. -- O.H. TRACK & ROLLERS & DR. OPENER SEE STRUCT. DWGS. SEE EXTERIOR ELEVATIONS



D110-1 2' - 8" 8' - 0" SWING PAINTED WOOD 1 3/4" PAINTED WOOD -- -- -- -- PASSAGE SET INT. DOOR

D110-2 2' - 8" 6' - 8" SWING PAINT. WOOD 1 3/4" PAINTED WOOD -- -- -- -- PASSAGE SET INT. DOOR

D200-1 5' - 4" 6' - 8" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. -- -- LAM./ TEMP. IMPACT GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DBL-DR.


D201-2 5' - 4" 6' - 8" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. -- -- LAM./ TEMP. IMPACT GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DBL-DR.



D201-5 2' - 4" 6' - 8" POCKET PAINTED WOOD STD. PAINTED WOOD -- -- -- -- PRIVACY SET - POCKET TEACK & LATCH INT. DOOR


D201-7 6' - 0" 6' - 8" SWING PRE-FIN./ ANOD. COLOR 1 3/4" PRE-FIN. ALUM /MTL. -- -- LAM./ TEMP. IMPACT GLZ. -- LOCK SET -4 HINGES SEE STRUCT. DWGS. 1 LITE FRENCH DBL-DR. FIT INTO EXIST. OPN'G.


D202-2 2' - 6" 6' - 8" SWING PAINTED WOOD 1 3/4" PAINTED WOOD -- -- -- -- PRIVACY SET INT. DOOR




D203-3 2' - 6" 6' - 8" SWING PAINTED WOOD 1 3/4" PAINTED WOOD -- -- -- -- PRIVACY SET INT. DOOR


WINDOW SCHEDULE

MA

RK WINDOW SIZE

TYPE MATERIAL FINISH TRANSOM SILL HT. EGRESS WIND PRESS. REMARKSW. H.

W101 2' - 8" 6' - 0" SING-HUNG ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 2' - 0" EGRESS SEE STRUCT. DWGS. V.I.F W. OWNER FOR FINAL WINDOW COLOR / CLAD FINISH & COLOR - TYP.

W102 2' - 8" 6' - 0" SING-HUNG ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 2' - 0" EGRESS SEE STRUCT. DWGS.

W103 2' - 8" 6' - 0" FIX. ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 2' - 0" -- SEE STRUCT. DWGS.

W104 2' - 8" 5' - 0" FIX. ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 3' - 0" -- SEE STRUCT. DWGS. AT STAIR LANDING AREA

W105 2' - 8" 5' - 0" FIX. ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 3' - 0" -- SEE STRUCT. DWGS. AT STAIR LANDING AREA

W106 2' - 8" 6' - 0" SING-HUNG ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- -0' - 8" -- SEE STRUCT. DWGS.

W107 2' - 8" 6' - 0" SING-HUNG ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- -0' - 8" -- SEE STRUCT. DWGS.

W108 3' - 0" 3' - 6" SING-HUNG ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 3' - 2" -- SEE STRUCT. DWGS. FIT NEW PRODUCT INO EXIST. OPENING - V.I.F. CONDITIONS









W117 2' - 8" 3' - 4" SING-HUNG ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 4' - 8" -- SEE STRUCT. DWGS.





W203 2' - 8" 4' - 0" FIX. ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD 4' - 0" -- SEE STRUCT. DWGS.



W206 2' - 8" 8' - 0" FIX. ALUM. / MTL. CLAD PRE-FIN./ WHITE CLAD -- 0' - 0" -- SEE STRUCT. DWGS. SILL AT / FROM EXIST. SUB-FLOOR













1/2" = 1'-0"A2.40

1 PLUMBING RISERS

2ND. FLOOR ROOM FINISH SCHEDULE

RM.#

ROOM NAMECLG.

HEIGHT

FINISHES TRIMS / CASINGSREMARKS

CEILINGS WALLS FLOOR BASE SILLS MOLDINGS

200 LOFT 8' - 6" PAINTED GYP. BD. PAINTED GYP. BD. ENG.WOOD 6"h. PAINTED WOOD ARCH. STONE / MARBLE PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

200A DECK 9' - 2" -- PAINTED STUCCO EXT-GRADE RECT. PORCELAIN -- -- -- EXTERIOR - OPEN SPACE

201 MASTER SUITE 9' - 0" -- -- -- 6"h. PAINTED WOOD ARCH. STONE / MARBLE PAINTED WOOD EXIST. SPACE - V.I.F, ALL CONDITONS - PATCH & REPAIR

201A W.I.C. 9' - 0" -- -- ENG.WOOD 6"h. PAINTED WOOD -- PAINTED WOOD V.I.F. W/ CUSTOM CLOSET BUILT-IN SYSTM.

201C MASTER BATH 9' - 0" -- -- RECT. PORCELAIN 6"h. RECT. PORCELAIN ARCH. STONE / MARBLE PAINTED WOOD EXIST. SPACE - V.I.F, ALL CONDITONS - PATCH & REPAIR

201D MASTER BALCONY 7' - 8" -- -- EXT-GRADE RECT. PORCELAIN -- -- -- EXTERIOR - OPEN SPACE

201E MASTER DECK 7' - 5" -- PAINTED STUCCO EXT-GRADE RECT. PORCELAIN -- -- -- EXTERIOR - OPEN SPACE


202A BATH #4 8' - 6" PAINTED GYP. BD. PAINTED GYP. BD. RECT. PORCELAIN 4"h. RECT. PORCELAIN ARCH. STONE / MARBLE PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

202B W.1.C. 8' - 6" PAINTED GYP. BD. PAINTED GYP. BD. ENG.WOOD 6"h. PAINTED WOOD -- -- V.I.F. ALL FINISHES W/ OWNER


203A BATH #5 8' - 5" PAINTED GYP. BD. -- RECT. PORCELAIN 4"h. RECT. PORCELAIN -- PAINTED WOOD V.I.F. ALL FINISHES W/ OWNER

203B W.I.C. 8' - 6" PAINTED GYP. BD. PAINTED GYP. BD. ENG.WOOD 6"h. 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. 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. 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:


FOR:

REVISIONS:




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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NSU

LTA

NT

1138

8OKE

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E BL

VD.,

SUIT

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101

RO

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PALM

BEA

CH

, FL

3341

1Ph

one:

(561

) 79

5-18

18E-

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.com

WA

RR

EN J.

VO

N W

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INC

.

AA26001335

8461 L

ake W

orth

Ro

ad

| S

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Lake W

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. FL 3

3467 |

561. 693.2

500 |

in

fo@

inh

ab

it-a

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itectu

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DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:2

4 A

M

A3.10

A-21103

07/02/21

GH

MG


MR. FURMAN

BLDG. ELEVATIONS &SETIONS

BID / REVIEW SET


TAG KEYNOTES

TAG DESCRIPTION


404 STUCCO TRIM OVER POURED CONC. WINDOW SILL- SEAL ALL JOINTS


444NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVE MEDIUM MANUF. SPECS. - V.I.F. W/ FINALPRODUCT SELECTION


511 PRE-FINISHED PARAPET CAP



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


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

757 (3) PLY SBS MODIFIED BITUMEN ROOFING.

759PROVIDE ROOF CRICKET / DIVERTER & SLOPED EDGED WALL-ROOF / ROOF -ROOF FLASHING INTERSECTION - SEE SECTION 07/A0.00 & FOLLOW MANUF.SPECS & INSTALLATION PROCEDURES



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


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"



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. 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


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:


FOR:

REVISIONS:




SHEET

PROJECT STATUS:

SEAL

PROJECT LOCATION

ww

w.inhab

itarchit

ectu

rein

c.c

om

CO

NSU

LTA

NT

CO

NSU

LTA

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arc

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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

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.com

WA

RR

EN J.

VO

N W

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E P

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INC

.

AA26001335

8461 L

ake W

orth

Ro

ad

| S

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02 |

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orth

. FL 3

3467 |

561. 693.2

500 |

in

fo@

inh

ab

it-a

rch

itectu

re.c

om

hab

itIn


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:3

0 A

M

A3.11

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

BLDG. ELEVATIONS &SECTIONS

BID / REVIEW SET


TAG KEYNOTES

TAG DESCRIPTION



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







580 PRE-FINISHED METAL DOWNSPOUT




619 PRE-ENG. WOOD FLOOR TRUSSES - SEE STRUCT. & TRUSS SHOP DWGS.

620 PRE-ENG. WOOD ROOF TRUSSES - SEE STRUCT. & TRUSS SHOP DWGS.



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


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. T.P. - 219' - 1"

T.O. P-LOOP24' - 0"

T.O. P-LOOP24' - 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-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:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:3

4 A

M

A3.12

A-21103

07/02/21

GH

MG


MR. FURMAN

BLDG. ELEVATIONS &SECTIONS

BID / REVIEW SET



1/4" = 1'-0"A3.12

1 SOUTH SIDE ELEVATION

1/4" = 1'-0"A3.12

2 BUILDING SECTION - BTAG KEYNOTES

TAG DESCRIPTION




444NATURAL STONE VENEER CAP / TRIM ADHERED TO SUBSTRATE AS PER MANUF. & SETTING MORTAR / ADHESIVE MEDIUM MANUF. SPECS. - V.I.F. W/ FINALPRODUCT SELECTION






588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG. SHOPDWGS FOR REVIEW & SELECTION






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

759PROVIDE ROOF CRICKET / DIVERTER & SLOPED EDGED WALL-ROOF / ROOF -ROOF FLASHING INTERSECTION - SEE SECTION 07/A0.00 & FOLLOW MANUF.SPECS & INSTALLATION PROCEDURES



955 SUSPENEDED / FRAMED-DN WOOD CEILING - SEE R.C.P. & FINISH SCHEDULE

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



WH

W &

D.

TV

TV

TV

3

33 3

3

3

3

3

3

4

3

TD

TD

TD

TV TD T

3 4

SD

3

WATTS PROVIDED - MIN. / UP TO: 14,400 W.

ELEC. LOADS @ REPLACED ELECT. PANEL "A" (225 AMP. SPACES MAX. CAPACITY - V.I.F.)

GEN. LT'G. & RECEPTACLES

NOTES CIRCUIT DESCRIPTION LOADWIRESIZE

CBSIZE/

POLES

CB.SIZE/

POLES

WIRESIZE

LOAD CIRCUIT DESCRIPTION NOTES

N/C A/C C.U. 7000 10 30/21 2

30/2 10 7000 A/C C.U. #2 N/C3 4

EXIST. /V.I.F.

NEW A/C. A.H.U. (9.5 KW HEAT STRIP) 9500 6 60/25 6

60/2 6 9500A/C. A.H.U. #2 (7KW HEAT STRIP)

@ MASTER AREAEXIST. /

V.I.F.7 8

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 9 10 20/1 12 1500 WASHER @LAUNDRY EXIST.

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 11 12 15/1 14 1440 GEN. LT'G. & RECEPT. (@ 3W/S.F.) EXIST.

V.I.F. MICROWAVE @ KITCHEN - OPTIONAL 1400 12 20/1 13 14 15/1 14 1440 GEN. LT'G. & RECEPT. (@ 3W/S.F.) EXIST.

EXIST. SMALL KITCHEN APPLIANCES 1500 12 20/1 15 1630/2 10 4200 U/C. OVEN COMBO @KITCHEN

EXIST. /V.I.F.EXIST. SMALL KITCHEN APPLIANCES 1500 12 20/1 17 18

EXIST. FLOOD LTS. (3 @ 150W EA.) 450 12 20/1 19 2020/2

12 1500 DISHWASHER @KITCHEN EXIST.

EXIST. CEILING FANS (6@ 200W EA.-OVERALL) 1200 12 20/1 21 22 12 900 GARBAGE DISPOSAL @KITCHEN EXIST.

EXIST. REFRIGERATOR @ KITCHEN 1500 12 20/1 23 24 20/1 12 1440 (6) GFI OUTLETS @ BATHROOMS EXIST.

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 25 26 20/1 12 480 (2) EXTERIOR WP/GFI OUTLETS EXIST.

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 27 28 15/1 12 1440 LANDSCAPE / POOL LTS. EXIST.

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 29 30 20/1 12 700 GARAGE DOOR OPENER EXIST.

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 31 32 20/1 12 1500 (6) EXTERIOR WP/GFI OUTLETS

EXIST. GEN. LT'G. & RECEPT. (@ 3W/S.F.) 1440 14 15/1 33 34 UP TO60/2

(2)6 &(2)10

11520TO POOL EQUIPMENT SUB-PNL -PROVIDE

1" DIAM. CONDUIT - FUTURE PHASEEXIST. /

V.I.F.EXIST. DRYER @LAUNDRY 5600 10 30/2

35 36

37 38 15/1 14 1440 GEN. LT'G. & RECEPT. (@ 3W/S.F.)

V.I.F. HOOD @ KITCHEN 1000 12 20/1 39 40 20/1 12 720 (3) EXTERIOR WP/GFI OUTLETS EXIST.

SPARE 41 42 SPARE

TOTAL ESTIMATED LOAD 24,230 (LESS EXIST. A/C OR HEAT LOADS) + 30,220 = 54,450 WATTS

FIRST 10,000 WATTS @ 100% 10,000 W. EXIST. LOADS DEPICTED ARE BASED ON STANDARD UNIT/ APPLIANCE CAPACITIES & OBSERVED AT SITE

REMAINING LOAD AT 40% 17,780 W. PROVIDE MIN. 200 AMP SERVICE - V.I.F. W/ EXISTING F.P.L. SERVICE ENTRANCE

A/C OR HEAT @ 100% (N/C) 19,000 W. = 46,780 WATTS / 240 VOLTS = 194.92 AMPS

1ST. FLOOR A/C LIVING ADDIT. 1,851 S.F.

2ND. FLOOR A/C LIVING ADDIT. 1,522 S.F.

2-CAR GARAGE 459 S.F.

COVERED PATIO, TERRACE, ENTRY & OBSV. DECK 934 S.F.

TOTAL USABLE SPACE (OVERALL) 4,766 S.F.

MIN. WATTS REQUIRED (3W./S.F.) 14,298

M

300 AMPSERVICE

BY F.P.L. - 120/240V

ELECTRICAL RISER DIAGRAM

PANEL

(A)

Reloc.

225 A.

DBLLUGMTR.W/LOCK

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


TO LT. & E.F. ABV.

TO LTS.ABOVE

TO LTS. /HI-HAT/ CLG. FAN ABOVE


TO NEW & EXIST.EXTERIOR LTS. ABV.CIRCUIT & SWITCHESBELOW - V.I.F. (REAR & SIDE)(SEE L.V. - CONTROL DWGS.)

TO LTS. /HI-HAT/ ABOVE


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.)


CIRCUIT & SWITCHESBELOW (FRONT & SIDE )


(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


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:


FOR:

REVISIONS:




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

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ure

,

CO

NSU

LTA

NT

1138

8OKE

ECH

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E BL

VD.,

SUIT

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101

RO

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PALM

BEA

CH

, FL

3341

1Ph

one:

(561

) 79

5-18

18E-

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.com

WA

RR

EN J.

VO

N W

ERN

E P

.E.,

INC

.

AA26001335

8461 L

ake W

orth

Ro

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| S

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Lake W

orth

. FL 3

3467 |

561. 693.2

500 |

in

fo@

inh

ab

it-a

rch

itectu

re.c

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hab

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DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:3

7 A

M

A6.10

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

1st. FLOOR POWER &TECH. PLAN

BID / REVIEW SET


1/4" = 1'-0"A6.10

1 POWER PLAN

TAG KEYNOTES

TAG DESCRIPTION

1155 ELECTRICAL WASHER - V.I.F. W/ OWNER'S SELECTION

1156 ELECTRICAL DRYER W/ EXHAUST DUCT & VENT THRU EXTERIOR / ROOF- V.I.F. W/ OWNER'S SELECTION

1548 DOMESTIC WATER HEATER W/ RECIRCULATION PUMP AND FLOW SENSOR - V.I.F, W/ OWNER FOR FINAL SELECTION & ENERGY CALCS.



1629 ELECTRIC METER

1634 ELECTRICAL DIST. PANEL

1636 KITCHEN GFCI OUTLETS AT 24" FROM ENDS & 48" O.C. THRU-OUT. TYP.



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






















EXHAUSTFAN




FLOODLIGHT FIXTURE

POWER + SWITCHES

220 V.RECEPT.

GFCI/GFI RECPT.

ABV. CTR

FLOORRECEPT.

DUPLEXRECEPT.



DATACAT6 MIN.

TELEPHONE/ VOIP

MECHANICAL


RETURNDIFFUSER

SINGLE P.SWITCH

3 WAYSWITCH

4 WAYSWITCH

T THERMOSTAT

SD


PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:4

0 A

M

A6.11

A-21103

07/02/21

GH

MG


MR. FURMAN

1sT. FLOOR REFL. CLG.& LIGHTING PLAN

BID / REVIEW SET



1/4" = 1'-0"A6.11

1 1ST. FLOOR REFLECTED CEILING - LIGHTING PLAN

TAG KEYNOTES

TAG DESCRIPTION




590PRE-ENG. POWDER COATED ALUM LOUVERED PERGOLA - AZENCO OR EQ. -PROVIDE ACTUAL MATERAIL & COLOR SAMPLEFOR OWNER'S SELECTION


873 OVERHEAD GARAGE DOOR OPENER - MOTOR & BELT SYSTEM AS PER SELECTED SYSTEM MANUFACTURER - V.I.F. W/ OWNER





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






















EXHAUSTFAN




FLOODLIGHT FIXTURE

POWER + SWITCHES

220 V.RECEPT.

GFCI/GFI RECPT.

ABV. CTR

FLOORRECEPT.

DUPLEXRECEPT.



DATACAT6 MIN.

TELEPHONE/ VOIP

MECHANICAL


RETURNDIFFUSER

SINGLE P.SWITCH

3 WAYSWITCH

4 WAYSWITCH

T THERMOSTAT

SD


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


CIRCUIT & SWITCHESBELOW - V.I.F. (REAR )


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


CIRCUIT & SWITCHESBELOW - V.I.F. (REAR )



CIRCUIT & SWITCHESBELOW - V.I.F. (FRONT )


TO LTS. /HI-HAT/ ABOVE & STAIR





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:


FOR:

REVISIONS:




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

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re.c

om

hab

itIn


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:4

2 A

M

A6.20

A-21103

07/02/21

Author

Checker


MR. FURMAN

2nd. FLOOR POWER &TECH. PLAN

BID / REVIEW SET


TAG KEYNOTES

TAG DESCRIPTION



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






















EXHAUSTFAN




FLOODLIGHT FIXTURE

POWER + SWITCHES

220 V.RECEPT.

GFCI/GFI RECPT.

ABV. CTR

FLOORRECEPT.

DUPLEXRECEPT.



DATACAT6 MIN.

TELEPHONE/ VOIP

MECHANICAL


RETURNDIFFUSER

SINGLE P.SWITCH

3 WAYSWITCH

4 WAYSWITCH

T THERMOSTAT

SD


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:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:4

4 A

M

A6.21

A-21103

07/02/21

GH

MG


MR. FURMAN

2nd. FLR REFL. CEILING& LIGHTING PLAN

BID / REVIEW SET


TAG KEYNOTES

TAG DESCRIPTION


588PRE-FINISHED POWDER COATED PRE-FAB SPIRAL METAL STAIR & LANDING PLATFORM - SEE STAIR & GUARD / RAIL NOTES - PROVIDE PRE-ENG.SHOP DWGS FOR REVIEW & SELECTION



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






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

31/2" MTL. / WOOD STUDS @ 24" O.C - PROVIDE FIRE-STOP

ELEMENT AT MID-HT.

5/8" GYP. BD.SECURED W/ GYP. BD. SCREWS @ 12"O.C. VERT.PAINTED W/ A GYP. BD.LEVEL 4 FINISH MIN. - TYP.(REFER TO FINISH SCHED. NOTES)

SCHEDULED CLG.SEE R.C.P.

31/2" MTL. / WOOD STUDS CLG. RUNNER

18ga. 3 13/16" MTL. RUNNER SECURED TO ROOF/FLOOR

TRUSS BOTT. CHORD OR JOIST(UPPER DECK / SUBSTRATE)

31/2" MTL. / WOOD TOP PLATE MAX.1/4" GAP TO MTL. RUNNER

5/8"GYP. BD. FINISHED AS SCHEDULED

1 5/8" MTL. STUDS @ 24" O.C.

CONT. FLUID APPLIED AIR/ VAPOR RETARDER

RUNNING BOND2-CORE 8x8"x16" C.M.U.

EXTERIOR

PAINTED LT-TEXTURED FINISH

5/8" STUCCO(MATCH EXIST.)

HZTL. GALV. WEB-REINFORC.

SEE STRUCT. DWGS & SECTION 04/A0.0

*SEE SECTIONS 04, 07 & 09 / A0.0SEE ENERGY CALCULATIONS FOR R-VALUES

20ga LT. MTL. CLIP ANGLE -FASTENED TO C.M.U. @ 48" O.C. - ALTERNATE P.T. FURR. STRIPS @16" O.C. TO FIT BD. INSULATION - SEE ENERGY CALCS.)

1 1/2" MINERAL-WOOL BD. INSULATION ADHERED TO BARRIER / C.M.U.

EXTERIOR

*SEE SECTIONS 06, 07 & 09 / A0.0EXTERIOR STUCCO FINISH OVER FRAMING WALL ASSEMBLIES

FOLLOW ASTM-C1063 "STANDARD SPECIFICATION FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR

PORTLAND CEMENT-BASED PLASTER" - LATEST EDITION

R-13 MIN. INSULATIONSEE MECH. ENERGY CALCS.FOR FINAL R-VALUE

2x. STRUCT. WD. STUDS@16" O.C. - TYP.SEE DIMSNSION PLANS & STRUCT. DWGS

PAINTED 5/8" GYP. BD.LEVEL 4 FINISH MIN.(AT INTERIOR ROOM'S BOUNDING AREAS)

PAINTED 7/8" SAND FINISH STUCCO OVER SELF-FURR. MTL. LATH.

TYP. ON BOTHSIDES AT EXTERIOR ONLY LOCATIONS

(MATCH EXIST. STUCCO TEXTURE)

WATER RESIST. BARRIER OVER 5/8" MIN. EXTERIOR SHEATHING

(SEE NOTE BELOW & STRUCT. DWGS.) EXTERIOR

4" CAST-IN-PLACE CONCRETE SLAB & FOUNDATION SYSTEM ON GRADE OVER 15 MIL. SHEET VAPOR BARRIER. (SEE STRUCTURAL DWGS.)

SCHEDULED FLOOR FINISH & BASE TRIM / BOARD - PROVIDE CONT. CAULKING & FINISH ALL JOINTSSEE ROOM FINISH SCHEDULE

SEE EXTERIOR BUILDING ELEV. FOR APPLIED

VENEER AREAS (AS APPL.)

SEE STRUCT. DWGS. FOR WALL'S STEEL REINF. - TYP.

CONT. 1 1/2" RECESS AT PERIMETER

CONT. COPPER / VINYL STUCCO WEEP SCREED

FINISHED GRADESLOPE 2% AWAY FROM BLDG.

W1ASSEMBLY

MIN

.

6"

CONT. BASE SEALANT

2"

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 R-11 INSULATION MIN.

CONT. SEALANT & SOUND TAPE - EA SIDE

31/2" MTL./P.T. WOOD BASE PLATE. SECURED TO SUB-FLOORING

AT 24" O.C. WITH 5/32" MIN POWDER DRIVEN FASTENERS

31/2" MTL. / WOOD STUDS @ 24" O.C - PROVIDE FIRE-STOP

ELEMENT AT MID-HT.

5/8" GYP. BD.SECURED W/ GYP. BD. SCREWS @ 12"O.C. VERT.PAINTED W/ A GYP. BD.LEVEL 4 FINISH MIN. - TYP.

SCHEDULED CLG.SEE R.C.P.

31/2" MTL. / WOOD STUDS CLG. RUNNER

3 5/8" / 3 1/2" MTL. DEFLECTION CHANNEL

TRACK OVER TRACK SYSTEM

31/2" MTL. / WOOD TOP PLATE MAX.1/4" GAP TO MTL. RUNNER

INTERIORGARAGE

EXPOSED /SEALED CONC. SLAB - V.I.F. SELECTED FINISH

W// OWNER

CONT. SEALANTEA. SIDE

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.

TOTAL = R-20.17 to R-31.17(SEE ENERGY CALCS.)

EXT. AIR R - 0.25

EXT. R - 0.92

5/8" SHEATHING LAYER BD.(SEE ROOFING SYSTEM N.O.A. SPEC'S & STRUCT. DWGS.)

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 / A0.0SIMILAR ASSEMBLY FOR R3 ASSEMBLY - OMIT SPRAY FOAM / ROOFING INTERNAL INSULATION

RUNNING BOND2-CORE 8x8"x16" C.M.U.

EXTERIOR

HZTL. GALV. WEB-REINFORC.

SEE STRUCT. DWGS & SECTION 04/A0.0

*SEE SECTIONS 04, 07 & 09 / A0.0

EXTERIOR

PAINTED LT-TEXTURED FINISH5/8" STUCCO(MATCH EXIST.)

3/8" SCRATCH COAT *SEE MANUF. SPECS.

PRE-CAST ARCH STONE VENEER OVER POLYMER MODIFIED

VENEER MORTAR

FOR

VEN

EER

AR

EAS

SEE

ELEV

.

INTERIOR

(2) 3/4" PLYWOOD SHEATHING, GLUED & SCREWED TO FLOOR TRUSSES / JOISTS - SEE SECTION 06 & STRUCT.DWGS.

PRE-ENGINEERED FLOORWOOD TRUSSES / FLOOR JOISTS(SEE STRUCT. & SHOP DWGS. - TYP.)

*SEE SECTIONS 06 & 07 / A0.0

FINISH SURFACE FLOORING OVER DECOUPLING MEMBRANE FOR

MOVEMENT & CRACKS OVER SOUND ISLOATION BARRIER-

V.I.F. W/ OWNER FOR FINAL FLOORING SELECTION

SCHEDULED FLOOR FINISH & BASE TRIM / BOARD - PROVIDE CONT. CAULKING & FINISH ALL JOINTS - SEE ROOM FINISH SCHEDULE

EXTERIOR

STEEL-REINFORCED STRUCTURAL CONCRETE SLAB(SEE STRUCT. & SHOP DWGS. - TYP.)



MOVEMENT & CRACKS OVER SOUND ISLOATION BARRIER-

V.I.F. W/ OWNER FOR FINAL FLOORING SELECTION

SCHEDULED FLOOR FINISH & BASE TRIM / BOARD - PROVIDE CONT. CAULKING & FINISH ALL JOINTS - SEE ROOM FINISH SCHEDULE

4"

MIN

.

SEE

STR

UC

T.

EXTERIOR

MECH. ATTACHED SLOPING RIGID-ROOFING BOARDSSEE N.O.A. ROOFING DOCS. FOR SELECTED ASSEMBLY REQUIREMENTS

"SBS 3-PLY MEMBRANE ROOFINGOVER 1/4" / FT SLOPED ROO-INSUL. BD. ON STRUCT. WOODEN DECKNOA No.: 21-0303.20- OR EQ. (MATCH / COMPATIBLE W/ EXIST. ROOFING)

TOTAL = R-20.17 to R-31.17(SEE ENERGY CALCS.)

EXT. AIR R - 0.25

EXT. R - 0.92

5/8" SHEATHING LAYER BD.(SEE ROOFING SYSTEM N.O.A. SPEC'S & STRUCT. DWGS.)

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.


1/2" ROOF COVER BOARDMECH. ATTACHED

EXTERIOR

(2) 3/4" PLYWOOD SHEATHING, GLUED & SCREWED TO FLOOR TRUSSES / JOISTS - SEE SECTION 06 & STRUCT.DWGS.

PRE-ENGINEERED FLOORWOOD TRUSSES / FLOOR JOISTSSLOPE TRUSS TOP CHORD / JOISTS TO ACHIEVE SLOPE - DRAIN SURFACES(SEE STRUCT. & SHOP DWGS. - TYP.)



MOVEMENT & CRACKS V.I.F. W/ OWNER FOR FINAL

FLOORING SELECTION

SCHEDULED FLOOR FINISH - SEE ROOM FINISH SCHEDULE -PROVIDE CONT. BACKER-ROD & SEALANT AT PERIMETERS.FINISH ALL JOINTS

"PLYDECK" WATERPROOFING SYSTEMOVER STRUCTURAL WOOD

DECK / SUBFLOORING V.I.F. W/ OWNER FOR FINAL

FLOORING SELECTION

PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




SHEET

PROJECT STATUS:

SEAL

PROJECT LOCATION

ww

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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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(561

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AA26001335

8461 L

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. FL 3

3467 |

561. 693.2

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DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:4

5 A

M

A7.0

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

ASSEMBLY DETAILS

BID / REVIEW SET


3" = 1'-0"A7.0

P1 TYP. PARTITION

3" = 1'-0"A7.0

W1 EXTERIOR WALL - W1

3" = 1'-0"A7.0

W4 EXTERIOR WALL - W43" = 1'-0"A7.0

F1 GROUND FLOOR SLAB - FI3" = 1'-0"A7.0

P3 GARAGE / SEPARATION PARTITION


3" = 1'-0"A7.0

R2 TILE ROOF - R2

3" = 1'-0"A7.0

2 EXTERIOR WALL - W3

3" = 1'-0"A7.0

F2 2nd. FLOOR SYSTEM - F2

3" = 1'-0"A7.0

F3 CONC. SLAB FLOOR SYSTEM - F3

3" = 1'-0"A7.0

R1 MEMBRANE ROOF - R1

3" = 1'-0"A7.0

F4 DECK FLOOR SYSTEM - F4

EXTERIOR

SEE BUCK ATTACHMENT NOTES ON WINDOW / DOOR SCHEDULES IF N.O.A. DOCUMENTS HAVE NO APPROPRIATE FASTENER SPECIFICATIONS

FINAL WALL EXTERIOR FINISH SHALL BE COORDINATED AND ADJUST THESE DETAILS TO FIT MANUFACTURERS SPECIFICATIONS - SEE SECTIONS 06, 07, 08 & 09/A0.0 FOR

WATERPROOFING, FLASHING & STANDARDS TO FOLLOW

CONT. FLEXIBLE JOINT SEALANT MATCH WINDOW COLOR

CORNER BEAD

DOOR UNIT SECURED W// APPROVED ANCHORS

SEE MANUF. DWGS.

PT / FR. WD. SHIM

ROLL APPLIEDFLEXIBLE FLASHING & "J" BEAD

P.T. WD. BLOCKING

BACKER ROD & SEALANT

CORNER BEAD

DOOR UNIT FRAME & THRESHOLD BELOW

GROUT FILLED CELLW/ #5 BAR - SEE STRUCT.

ROLL APPLIEDFLEXIBLE FLASHING

"J" BEAD, BACKER ROD & SEALANT

APPROVED ANCHORS SEE MANUF. DWGS.

CONT. FLEXIBLE JOINT SEALANT MATCH DOOR FINISH - COLOR

W1 / W2ASSEMBLY

(A7.0)

W1 / W2ASSEMBLY

(A7.0)

IMPACT RATED PRODUCT("PGT", "CGI", "ESWindows" -or EQ.)

EXTERIOR

CORNER BEAD

GROUT FILLED CELLW/ #5 BAR - SEE STRUCT.

W1 / W2ASSEMBLY

(A7.0) ROLL APPLIEDFLEXIBLE FLASHING


WINDOW UNIT SECURED W// APPROVED ANCHORS SEE MANUF. DWGS.

CONT. FLEXIBLE JOINT SEALANT MATCH WINDOW FINISH - COLOR


EXTERIOR

SEE BUCK ATTACHMENT NOTES ON WINDOW / DOOR SCHEDULES IF N.O.A. DOCUMENTS HAVE NO APPROPRIATE FASTENER SPECIFICATIONS

FINAL WALL EXTERIOR FINISH SHALL BE COORDINATED AND ADJUST THESE DETAILS TO FIT MANUFACTURERS SPECIFICATIONS - SEE SECTIONS 06, 07, 08 & 09/A0.0 FOR

WATERPROOFING, FLASHING & STANDARDS TO FOLLOW


CORNER BEADDOOR UNIT SECURED W//


PT / FR. WD. SHIM

ROLL APPLIEDFLEXIBLE FLASHING & "J" BEAD P.T. WD.

BLOCKING


CORNER BEAD

DOOR UNIT FRAME & THRESHOLD BELOW

(2) OPENING'S / JACK STUDS

ROLL APPLIEDFLEXIBLE FLASHING



CONT. FLEXIBLE JOINT SEALANT MATCH DOOR FINISH - COLOR

W4ASSEMBLY

(A7.0)

W4ASSEMBLY

(A7.0)

IMPACT RATED PRODUCT("PGT", "CGI", "ESWindows" -or EQ.)

OPENING'S HEADER

ROLL APPLIEDJAMB WATERPROOFING

KING STUD

EXTERIOR

CORNER BEAD

W4ASSEMBLY

(A7.0) ROLL APPLIEDFLEXIBLE FLASHING


WINDOW UNIT SECURED W// APPROVED ANCHORS

SEE MANUF. DWGS.

CONT. FLEXIBLE JOINT SEALANT MATCH WINDOW

FINISH - COLOR

BACKER ROD & SEALANTROLL APPLIEDJAMB WATERPROOFING

KING STUD

(2) OPENING'S / JACK STUDS

EXTERIOR

W4ASSEMBLY

(A7.0)

PRE-FIN. ALUM. PAN FLASHING& END DAMS W/ EDGE SEALANTTYP @ WINDOWS

P.T. WD. BLOCKING

CONT. FLEXIBLE JOINT SEALANT - MATCH WALL'S

PAINT COLOR

ROLLER APPLIED WATER PROOFING

SCHEDULED SILLSEE FINISH SCHEDULE

CONT. FLEXIBLE JOINT SEALANT MATCH

WINDOW COLOR

CONT. "J-BEAD" BACKER ROD & SEALANT AT JOINT(MATCH PRECAST COLOR)

ARCH. PRE-CAST SILL(V.I.F. W/ TRIM / BANDING)

POLYMER MODIFIED GROUT

2 3

/4"

MIN

.

WINDOW UNIT SECURED W/ APPROVED ANCHORS SEE MANUF. DWGS.


CORNER BEAD

IMPACT RATED PRODUCT("PGT", "CGI", "ESWindows"or EQ.)

PT / FR. WD. SHIM


OPENING'S HEADERBACKER ROD & SEALANT

W4ASSEMBLY

(A7.0)

3"

MIN.3/4"

3/4" MARINE-RATED PLYW.

2x. DBL. SILL PLATE

V.I.F.

3 3/8"

EXTERIOR

W1 / W2ASSEMBLY

(A7.0)

P.T. WD. BLOCKING

CONT. FLEXIBLE JOINT SEALANT - MATCH WALL'S PAINT COLOR

ROLLER APPLIED WATER PROOFING

SCHEDULED SILLSEE FINISH SCHEDULE


CONT. "J-BEAD" - BACKER ROD & SEALANT AT JOINT

(MATCH PRECAST COLOR)

POURED IN-PLACECONC. SILL

(V.I.F. W/ TRIM/BANDING) 2"


CORNER BEAD

WINDOW UNIT SECURED W/ APPROVED ANCHORS

SEE MANUF. DWGS.

PT / FR. WD. SHIM


P.T. WD. BLOCKINGBACKER ROD & SEALANT

1 5/8" & 3" MTL. STUD @END - TYP.

W1 / W2ASSEMBLY

(A7.0)

SIMILAR FOR EXTERIOR-TO-EXTERIOR CONDITIONSSEE WALL TYPES ACCORDINGLY

INTERIOR

DRIP-SCREEDTOOLED EDGE

PRIMARY BACKER ROD & SEAL & SECONDARY PAINTERS

GRADE TOOLED SEALANT

FLUID APPLIED ROUGH IN WATER-PROOFING MEMB.

BOND-BEAM C.M.U.

MIN

.

3 1

/2".

FIN. SLAB0' - 0"

T.O. T.P. - 19' - 4 1/4"

T.O. SUB-FLR 211' - 4"

T.O. P-LOOP24' - 0"

T.O. T.B - 320' - 0"


MATCH EXIST - V.I.F.

591

W1ASSEMBLY

(A7.0)

W1ASSEMBLY

(A7.0)

F1ASSEMBLY

(A7.0)

R1ASSEMBLY

(A7.0)

402

605

511

790.2 752752

904

925

SEE ROOFING MEMBRANE DETAIL REFERENCES ON SHEET A2.30

F2ASSEMBLY

(A7.0)

666

311

623

620

619

928

704

362

332

729

311

623

T.O. T.P. - 19' - 4 1/4"

20' - 0"

EXIST - V.I.F.

24' - 0"

A7.1

9

A7.1

9SIM.

W1ASSEMBLY

(A7.0)

R1ASSEMBLY

(A7.0)

R2ASSEMBLY

(A7.0)

403

W1ASSEMBLY

(A7.0)

511

605

5"

SEE ROOFING MEMBRANE DETAIL REFERENCES ON SHEET A2.30

752

22' - 0"

605

620

904

852

489

SEAL ALL JOINTS

904

623

311

759

752

517

EDGE BLK.

790.2

790.2

PROJECT NUMBER:

DWG BY:

CHECKED BY:


FOR:

REVISIONS:




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


DATE:

SCALE: INDICATED

7/9

/202

1 6:

01:4

8 A

M

A7.1

A-21103

07/02/21

G.H.

M.G.


MR. FURMAN

WALL SECTIONS &DETAILS

BID / REVIEW SET


3" = 1'-0"A7.1

7 DOOR JAMB & HEAD

3" = 1'-0"A7.1

8 WINDOW JAMB

3" = 1'-0"A7.1

4 DOOR JAMB & HEAD - WD. FRAMING

3" = 1'-0"A7.1

5 WINDOW JAMB - WD. FRAMING

3" = 1'-0"A7.1

6 WINDOW SILL & HEAD - WD. FRAMING3" = 1'-0"A7.1

9 WINDOW SILL & HEAD


3/4" = 1'-0"A7.1

1 WALL SECTION - A

3/4" = 1'-0"A7.1

2 WALL SECTION - B

TAG KEYNOTES

TAG DESCRIPTION

311 POURED IN PLACE CONCRETE BEAM (SEE STRUCTURE FOR REINFORCING)

332 POURED IN PLACE CONCRETE FOOTING - SEE FOUND. PLAN / STRUCT. DWGS.

362 NON-SHRINK STRUCUTRAL GROUT - SEE SECTION 03/A0.01 & STRUCT. DWGS

402 STUCCO JOINT REVEAL - 1" TH. TO RECREATE QUOIN EFFECT

403 CONCRETE MASONRY BOND BEAM OR P/C CONCRETE LINTEL

489CAST STONE ARCH-CAST STONE SILL - COMPLY W/ REQUIREDMENTS OF 1405.10 AND CHAPTER 6 OF TMS402/ACI 530/ASCE.5.


517 7/8" HAT-CHANNEL / LEVELING FURRING @ 16" O.C.


605 2X P.T. WOOD BLOCK / FURRING



623P.T. WD. DBL. 2X LEDGER BOLTED TO CONC BEAM / T-BEAM / C.M.U. WALL STRUCTURE- SEE STRUCT.DWGS.

666 WOOD OR SIMULATED WOOD FINISH BASE BD. - SEE SHOP DWGS. BY OTHERS

704 PRE-CAST GROUND SPLASH BLOCK

729 FLUID-APPLIED DAMPROOFING - SEE SECTION 07/A0.00

752MODIFIED BITM. ROOFING MEMBRANE - SEE SECTION 07/A0.01 & N.O.A. DOCS SUBMITTED BY THE GC /SUBCONTRACTOR FOR FINAL SELECTED PRODUCT / SYSTEM

759PROVIDE ROOF CRICKET / DIVERTER & SLOPED EDGED WALL-ROOF / ROOF -ROOF FLASHING INTERSECTION- SEE SECTION 07/A0.00 & FOLLOW MANUF. SPECS & INSTALLATION PROCEDURES

790.2 CONT. BACKER ROD & SEALANT - MATCH PAINT COLOR

852 ALUMINUM / CLAD WINDOW PER SCHEDULE

904 FINISHED CEILING (SEE RCP)


928CONT. STUCCO-STOP SCREED BEAD - INSTALL 4" ABOPVE GRADE / OPEN GARDEN & AT 2" ABOVE OTHERHARD SURFACES - TYP.

project number: furman family

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