18950 NORTH BAY ROAD RESIDENCE by RAFAEL DAVILA

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

COVER SHEET

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18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

A & A DESIGN GROUP, INC.

SUNNY ISLES RESIDENCE

REVISIONS

S I T E ST-1

L L-1 L-2

G R A D I N G

SITE PLAN - GRADING.

LANDSCAPE PLAN. IRRIGATION PLAN.

A R C H I T E C T U R A L A-0 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18

COVER SHEET. GENERAL NOTES & SPECIFICATIONS. SITE PLAN & SITE INFORMATION. FIRST FLOOR. SECOND FLOOR & LOBBY RAILING DETAIL. FIRST FLOOR REFLECTED CEILING PLAN. SECOND FLOOR REFLECTED CEILING PLAN. ROOF PLAN. FRONT & BACK ELEVATIONS, FRONT GATE DETAILS. SOUTH ELEVATION, SECTION A-A, WINDOWS & DOORS CONSTRUCTION DETAILS. NORTH ELEVATION, SECTION B-B, SPIRAL STAIRCASE DETAILS. SECTIONS C-C & D-D, FRONT ENTRANCE CONSTRUCTION DETAILS. PARTIAL FRONT ELEVATION & BALCONY CONSTRUCTION DETAILS. BACK ELEVATION & BACK TERRACES CONSTRUCTION DETAILS. GARAGE ELEVATION & SECTION CONSTRUCTION DETAILS. TOP TERRACE CONSTRUCTION DETAILS. WALL SECTIONS & MAIN STAIR CONSTRUCTION DETAILS WINDOW & DOOR SCHEDULES. TYPICAL DOOR DETAILS, DOOR HARDWARE SCHEDULE & INTERIOR FINISH SCHEDULE.

S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11

STRUCTURAL GENERAL NOTES. FOUNDATION PLAN & FIRST FLOOR STRUCTURAL PLAN. SECOND FLOOR STRUCTURAL PLAN & ROOF FRAMING PLAN. ELEVATIONS, WIND PRESSURE & WIND LOAD DESIGN. HOLLOW CORE SLAB DETAILS. BEDROOM 4 STAIRS, EXTERIOR COVERED TERRACE & HOLLOW CORE DETAILS. TOP TERRACE & GARAGE WALL TYPICAL STRUCTURAL DETAILS. TYPICAL STRUCTURAL CONSTRUCTION DETAILS. TYPICAL STRUCTURAL CONSTRUCTION DETAILS. SPIRAL STAIRS PLAN, REINFORCEMENT, SECTIONS & STRUCTURAL DETAILS. MAIN ENTRANCE STRUCTURAL DESIGN & MISCELLANEOUS DETAILS.

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MECHANICAL PLAN.

DESCRIPTION

ELECTRICAL PLAN. ELECTRICAL RISER DIAGRAM & GENERAL PANEL INFORMATION.

SEAL

PLUMBING PLAN. SANITARY & GAS RISER DIAGRAMS / GAS CONSUMPTION CALCULATIONS. WATER RISER DIAGRAM

SHEET NO.

18950 NORTH BAY ROAD, SUNNY ISLES BEACH, FLORIDA 33160

A-0

1 GENERAL WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING; 1A. THESE GENERAL NOTES (INCLUDING OTHERWISE NOTED ON PLANS OR SPECIFICATIONS) 1B. DESIGN AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2014 EDITION AMENDMENTS AND REVISIONS TO THE CODE AND REQUIREMENTS SET FORTH BY THE LOCAL BUILDING OFFICIAL (CITY OF SUNNY ISLES FLORIDA) AT THE DATE OF THESE DOCUMENTS 1C. ALL 2014 CURRENT APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 1D. NATIONAL ELECTRIC CODE, OSHA AND NATIONAL AND OTHER CODE REGULATIONS. 1E. N.F.P.A. 101 LIFE SAFETY CODE, NATIONAL BOARD OF FIRE UNDERWRITERS. 1F. ALL WORK SHALL BE DONE UNDER PROPER BUILDING PERMITS. 1G. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE DONE IN COMPLIANCE WITH THE STATE OF FLORIDA MODEL ENERGY CODE AND AMERICANS WITH DISABILITIES ACT (A.D.A.). 2 CONDITIONS 2A. THE GENERAL CONTRACTOR SHALL:

· VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR COMMENCING ANY WORK.

· VERIFY REVIEW ALL INFORMATION ON THESE CONSTRUCTIONS DRAWINGS, ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL.

· NOTIFY ARCHITECT AND ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES FOUND ON CONSTRUCTION DRAWINGS.

· REVIEW THAT NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY LAYOUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN.

· THE GENERAL CONTRACTOR SHALL ESTABLISH ALL THE NECESSARY REFERENCE MARKS AND PERMANENT BENCHMARKS FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN.

· CONTRACTOR WILL STUDY THE CONSTRUCTION DOCUMENTS AND REPORT TO ARCHITECT ANY DISCREPANCIES WITH SOUTH FLORIDA BUILDING CODE, PRIOR TO SIGNING CONTRACT.

· SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE AND FINISHED FLOOR ELEVATIONS WITH RESPECT TO THE CITY OF SUNNY ISLES FLORIDA - FLOOD CRITERIA, EXISTING CROWN OF THE ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY GOVERNING BODY.

· SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN LEVEL AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 2B. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB, UNLESS OTHERWISE NOTED OR SHOWN. FULL SCALE, OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN OVER SMALL DETAILS OR DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY DETAILS OR CONDITIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT FULLY, FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE, A HIGHER QUALITY ITEM OR METHOD SHALL BE ASSUMED OVER A LESSER QUALITY ONE, AND DIMENSIONS SHALL BE FIGURED RATHER THAN BE DETERMINED BY RULER OR SCALE. 2C. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE CONTRACTOR AND OWNER SHALL GOVERN ALL SPECIFICATIONS. 2D. ALL WORK THAT IS EITHER IMPLIED OR REASONABLY INFERABLE FROM THE CONTRACT DOCUMENT AND DRAWINGS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR FOR INCLUSION OF ANY WORK BY MENTION, NOTE, DETAIL, ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THE CONTRACTOR SHALL PROVIDE AND INSTALL THE SAME TYPE OF WORK. ALL WORK PERFORMED TO BE PART OF A COMPLETED PACKAGE WITHIN THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. 2E. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATING IN REFERENCE TO WHERE THIS STRUCTURE CAN BE BUILT ON THIS REFERENCE SITE. PAYMENT OF THESE CONSTRUCTION DRAWINGS CONSTITUTES ACCEPTANCE AND AGREEMENT WITH THE FOLLOWING STATEMENT: NO PARTY SHOULD DELAY PAYMENTS TO ARCHITECT, STRUCTURAL ENGINEER OR ANY OTHER ENGINEERING TRADE, LIABILITIES SHOULD BE LIMITED TO DESIGN AND ENGINEERING FEES. 2F. ALL PERMITS, INSPECTIONS, APPROVAL, ETC., SHALL BE APPLIED FOR AND PAID BY THE CONTRACTOR IN ALL FIELDS OF HIS WORK AND HE SHALL BE RESPONSIBLE FOR THE COORDINATION OF INSPECTION AND APPROVAL OF HIS WORK. ALL BUILDING PERMITS SHALL BE OBTAINED BY THE GENERAL CONTRACTOR. 2G. ALL SITE VISITS AND SITE INSPECTIONS BY ARCHITECT , LANDSCAPE ARCHITECT , STRUCTURAL ENGINEER , ELECTRICAL ENGINEER , PLUMBING ENGINEER, MECHANICAL ENGINEER AND ANY OTHER ENGINEERING TRADE REQUESTED BY CITY OFFICIAL , GENERAL CONTRACTOR OR OWNER WILL BE REQUESTED IN WRITING WITH 5 DAYS OF ANTICIPATION AND PAID IN FULL AT THE JOB SITE . 3- UTILITIES: 3A. THE GENERAL CONTRACTOR SHALL PAY FOR ALL TEMPORARY UTILITIES INCLUDING ELECTRICITY, WATER AND TELEPHONE. 3B. PRIOR TO COMMENCING WORK, THE G.C. SHALL VERIFY LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE REMOVED. REMOVALS SHALL BE COORDINATED WITH THE OWNER/ARCHITECT AND ALL BUILDING OFFICIALS AND OTHER AUTHORITIES HAVING JURISDICTION IF SO DIRECTED, THE CONTRACTOR SHALL INCLUDE ANY ADDITIONAL COST TO HIS BID. 3C. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICES AND PROVIDE ALL FENCES, BARRICADES, ETC., AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 4- INSURANCE 4A. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER, CURRENT INSURANCE CERTIFICATION IN THE AMOUNT REQUESTED BY THE OWNER FOR WORKMEN'S COMPENSATION INSURANCE, COMPREHENSIVE GENERAL LIABILITY INSURANCE, BODILY INJURY AND PROPERTY DAMAGE INSURANCE. IT IS THE INTENTION OF THE PARTIES THAT THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND ARCHITECT FOR ANY AND ALL COSTS, CLAIM SUITS AND JUDGMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY (INCLUDING DENTAL) ARISING OUT OF THE WORK OF THE CONTRACTOR. 4B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF HIS WORK, INCLUDING, BUT NOT LIMITED TO VANDALISM, THEFT, ETC. ADDITIONALLY, THE GC. SHALL BE RESPONSIBLE FOR THE OWNERS PROPERTY, INCLUDING BUT NOT LIMITED TO ANY DAMAGE, VANDALISM, THEFT, ETC. 4D. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE OF WORK BY THE OWNER, EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 4E. ALL WORK AND OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS OR INDUSTRIES RECOMMENDATIONS OR SPECIFICATIONS. 4F. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURERS LABELS.

4G. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAWINGS, SPECS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE ALSO, AND THE WORK SHALL BE REPLACED WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE CONTRACTOR SHALL ASSUME THE COST OF REPLACING THE WORK THAT MAY BE DISTURBED. 4H. “THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A-201”, LATEST EDITION, ARE HEREBY MADE PART OF THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR SHALL TAKE PRECEDENCE OVER THE ''GENERAL CONDITIONS'' IN THE EVENT OF A CONFLICT. 5 WORK SCHEDULING 5A. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK OF ALL TRADES TO ENSURE THAT THE WORK IS COMPLETED IN A TIMELY MATTER COMPLYING WITH THE OWNER/CONTRACTOR AGREEMENT. 6 SHOP DRAWINGS 6A. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING REINFORCED STEEL. STRUCTURAL AND MISCELLANEOUS STEEL, ROOF PRE ENGINEERED WOOD TRUSSES AND ANY OTHER CONSTRUCTION REQUIRING OFF SITE FABRICATION, INCLUDED IN THE STRUCTURAL DRAWINGS FOR APPROVAL OF THE STRUCTURAL ENGINEER. 6B. APPROVAL OF THE SHOP DRAWINGS BY THE STRUCTURAL ENGINEER IS FOR DESIGN AND LAYOUT ONLY, AND IS NOT FOR THE PURPOSE OF AUTHORIZING CHANGES TO THE CONTRACT DRAWINGS OR APPROVING SUBSTITUTIONS. 6C. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DRAWINGS, GENERAL CONDITIONS; SUPPLEMENTAL CONDITIONS, SPECIAL CONDITIONS, AND SPECIFICATIONS APPLICABLE TO SHOP DRAWINGS AND THE SUBMITTALS. 6D. THE CONTRACTOR SHALL APPROVE THE SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER , THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIMENSIONS , QUANTITIES, JOB CONDITIONS , AND COORDINATION DEFINED HEREIN, AND WITH OTHER CONSTRUCTION TRADES, IF THE SHOP DRAWINGS ARE DISAPPROVED BY THE ENGINEER , THE CONTRACTOR SHALL RESUBMIT CORRECTED DRAWINGS TO COMPLY WITH THE CONTRACT DOCUMENTS. 6E. THE CONTRACTOR SHALL USE ONLY MANUFACTURERS CERTIFIED SHOP DRAWINGS AND SPECIFICATIONS FOR SPECIAL EQUIPMENT AND OR CONSTRUCTION.

SPECIFICATIONS 1. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR OTHERWISE HAS AN APPROVED SEPARATING MATERIAL. ALL LUMBER SHALL BE VISUALLY GRADED DOMESTIC LUMBER AND SHALL BE IDENTIFIED BY AND APPROVED AGENCY, GRADING SHALL BE BASED ON RULES PUBLISHED BY THE FOLLOWING AGENCIES. HEM FIR W.C.L.I.B. (WEST COAST LUMBER INSPECTION BUREAU) W.W.P.A. (WESTERN WOOD PRODUCTS ASSOCIATION)

2. ALL DISSIMILAR METAL SHOULD BE ISOLATED AND OR SEPARATED I.E. DIELECTRIC FITTING. 3. USE BLUE BOARD OR MOISTURE RESISTANT DRYWALL IN BATHROOM AREAS OR ANY OTHER AREAS CLOSE TO WATER SOURCES. 4. ALL WALLS, CEILINGS AND SOFFITS WILL BE SQUARE LEVELED IN ORDER TO RECEIVE WOOD MOLDINGS, BASEBOARDS AND CABINETRY. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE CONDITIONS FOR INSTALLATION OF FUTURE MILLWORK.

8A. THE CONTRACTOR SHALL LEAVE CHASES, HOLES OR OPENINGS OF THE PROPER SIZE THROUGHOUT THE JOB AS REQUIRED, OR CUT THE SAME OPENINGS IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN OR OTHER CONTRACTORS WORK. 8B. CONTRACTOR MUST CONSULT WITH OTHER SUB- CONTRACTORS, REGARDING THE PROPER LOCATION AND SIZE OF SAME CHASES HOLES OR OPENINGS. IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME CHASES HOLES OR OPENINGS IN THE PROPER PLACE, HE MUST CUT AFTERWARDS AT HIS OWN EXPENSE. 8C. NO EXCESSIVE CUTTING WILL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT OR STRUCTURAL ENGINEER. CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION, REPAIR AND PREPARATION FOR HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. 9 COMPLETION - CHANGE ORDERS & CONTRACT 9A. SUBSTANTIAL COMPLETION SHALL BE ATTAINED ONLY WHEN ALL PHASES OF THE WORK ARE COMPLETED, EXCLUDING ALL FINAL PUNCH LIST ITEMS REGARDLESS OF OWNERS USAGE OR OCCUPANCY OF THE BUILDING. 9B. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN CONSIDERATION, UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 9C. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF THE BUILDING IS THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A-201, LATEST EDITION, ARE HEREBY MADE PART OF THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR SHALL TAKE PRECEDENCE OVER THE “GENERAL CONDITIONS” IN THE EVENT OF A CONFLICT. 10 OMISSIONS AND ALTERATIONS 10A. OMISSIONS; IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THE CONSTRUCTION SHALL BE OF SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 10B NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 11. CLEANING 11A. ALL CONTRACTORS WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMAN LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO IN ORDER TO PROVIDE A FINISHED, NEAT JOB APPEARANCE. 11B. CONTRACTOR SHALL CONTINUOUSLY CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADES. 11C. ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE CONTRACTORS WORK. 11D. CONTRACTORS SHALL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE COURSE OF THEIR INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 12. COLORS AND FINISHES 12A. ALL COLORS SHALL BE SELECTED ONLY BY THE ARCHITECT/ DESIGNER. 12B. ALL FINISHES INCLUDING INTERIOR / EXTERIOR TILING, PAVERS COLOR, RAILINGS, ROOF TILES AND FOAM MOLDINGS TEXTURE AND FINISH, COLORS WILL BE APPROVED ONLY BY ARCHITECT. 12C. ALL COLOR SELECTION FOR EXTERIOR, INTERIOR WALLS AND CEILINGS WILL BE APPROVED ONLY BY ARCHITECT. 12E. ALL DOORS, DOOR FRAMES, DOOR HARDWARE COLOR AND FINISHES WILL BE APPROVED ONLY BY ARCHITECT.

C. EXECUTION

· WORKMANSHIP LAY IN RUNNING BOND, PLUMB AND TRUE WIDTH 3/8” JOINTS FLUSH WITH WALL FACE UNLESS NOTED OTHERWISE. 26. PAINTING A. WORK INCLUDED: THE PAINTING CONTRACTOR IS FULLY RESPONSIBLE FOR THE QUALITY OF HIS WORK AND THEREFORE SHALL NOT COMMENCE ANY PART OF WORK THAT IS NOT COMPLETE AND READY TO RECEIVE THE FINISH TREATMENT. WORK COVERED BY THIS SECTION CONSIST OF THE FOLLOWING:

6. GENERAL CONTRACTOR WILL COORDINATE AND VERIFY WITH OWNER AND ARCHITECT FOR A LIST OF LIGHTING FIXTURES AND PLUMBING CONNECTIONS TO BE INSTALLED IN THE ENTIRE PROJECT.

2. COLOR OF STAIN AND FINISH APPROVED BY ARCHITECT.

7. ALL PARTITION LAYOUTS WILL BE DONE BY THE GENERAL CONTRACTOR AND WILL BE APPROVED BY ARCHITECT PRIOR TO FRAMING. 8. ALL GYPSUM BOARD SHEETING SHALL BE 1/2” THICKNESS (UNLESS OTHERWISE NOTED) 9. GYPSUM WALLBOARD SHALL COMPLY WITH THE PROVISIONS OF THE “SPECIFICATIONS FOR GYPSUM WALLBOARD”, ASTM C-36. 10. 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. 11. ALL INTERIOR PARTITIONS SHALL BE OF THE THICKNESS INDICATED ON THE DRAWINGS AND TYPICAL “PARTITION SECTION DETAILS”.

6G. THE CONTRACTOR SHALL SUBMIT SUFFICIENT COPIES OF THE SHOP DRAWINGS TO ALLOW THE ENGINEER TO KEEP ONE SET FROM EACH SUBMITTAL FOR HIS RECORDS.

8 CHASES OR HOLES

· PORTLAND CEMENT: ASTMC-150

1. PAINTING OF ALL INTERIOR SURFACES UNLESS NOTED. ALL INTERIOR WALLS AND CEILINGS MUST BE PAINTED WITH TWO COATS OF PRIMER AND TWO COATS OF FLAT PAINT OR SATIN AS PER ARCHITECTS REQUIREMENTS ALL COLORS WILL BE SELECTED BY ARCHITECT.

13. THE WORDING “ALIGN” DENOTES GYPSUM BOARD SHEETING OVER FACE OF BASE BUILDING COLUMNS AND ALL SURFACES AT JUNCTION WITH INTERIOR PARTITION TO ALIGN THE TWO DISSIMILAR PARTS AND PROVIDE A SMOOTH CRACK FREE SURFACE (TYPICAL FOR ALL CONDITIONS).

7A. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRACTOR. AIR CONDITIONING CONTRACTOR SHALL BE RESPONSIBLE FOR THE AIR CONDITIONING AND HEATING SYSTEM DESIGN, LOAD CALCULATIONS, AND SYSTEM SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE, BUT NOT NECESSARY IS LIMITED TO, UNIT SPECIFICATION, DUCT LAYOUT AND DROP LOCATIONS. AND ALL OTHER INFORMATION REQUIRED BY THE BUILDING DEPARTMENT FOR THE PERMIT PROCESS. THE A/C CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO THE REQUIREMENTS SET FORTH IN THE “FLORIDA ENERGY EFFICIENCY CODE” AS CALCULATED FOR THIS SPECIFIC PROJECT.

· MORTAR ASTMC-270, TYPE S

5. NO SIGN OF DRYWALL TAPE WILL BE ALLOWED DRYWALL SURFACES MUST BE READY TO RECEIVE PRIMER AND APPROVED BY ARCHITECT PRIOR TO APPLY FINISH PAINT (REFER TO FINISH SCHEDULE NOTES).

12. GENERAL CONTRACTOR WILL PROVIDE DOUBLE STUDS AT ALL DOOR FRAME JAMBS.

7 MECHANICAL ENGINEERING

· CONCRETE MASONRY UNITS: ASTMC-90. 8” X 8” x 16”, 4” X 8” x 16” OR 12” X 12” X 16”, 2 OR 3 CELL.

SO PINE S.P.I.B. (SOUTHERN PINE INSPECTION BUREAU)

6F. DO NOT BEGIN FABRICATION OR CONSTRUCTION UNTIL THE REQUIRED SHOP DRAWINGS ARE APPROVED BY THE ARCHITECT AND ENGINEER.

6H. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 10 WORKING DAYS FOR THE ENGINEER TO REVIEW THE SHOP DRAWINGS AFTER THE DATE RECEIVED BY THE ENGINEER. FOR LARGE SUBMITTAL, ADDITIONAL TIME MAY BE REQUIRED.

B. MATERIAL:

14. PROVIDE VERTICAL METAL STUDS (20 GAUGE) 16” O.C. WHERE REQUIRED FOR HANGING CABINETS. 15. PROVIDE STUD BACKING (FIRE RATED WOOD STUDS 2'x4” SECTION) IN WALL CAVITY WHERE REQUIRED FOR HANGING CABINETS. 16. CLEANING: REMOVE RUBBISH AND DEBRIS DAILY, LEAVE JOB SITE CLEAN AFTER COMPLETION OF WORK, INCLUDING CLEANING HARDWARE, FIXTURES AND GLASS, POLISHING OF ALL FINISHED FLOORS AND MILLWORK.

3. PAINTING OF ALL EXPOSED INTERIOR OR EXTERIOR FERROUS METAL WORK EXCEPT FACTORY FINISHED. 4. PAINTING AND FINISHING ANY OTHER WORK, REQUIRING FINISHING, BUT LEFT UNFINISHED BY OTHERS. B. MATERIALS: ALL MATERIALS AND PRODUCTS SHALL BE MANUFACTURERS BEST QUALITY. ACCEPTABLE MANUFACTURERS: PRATT AND LAMBERT, BENJAMIN MOORE. ALL COLORS SELECTED AND APPROVED BY ARCHITECT. C. EXECUTION:

· VERIFY THAT ALL SURFACES ARE READY TO RECEIVE WORK AS INSTRUCTED BY THE PRODUCT MANUFACTURER.

· EXAMINE ALL SURFACES SCHEDULED TO BE FINISHED PRIOR TO COMMENCEMENT OF WORK, REPORT ANY CONDITIONS THAT MAY POTENTIALLY AFFECT PROPER APPLICATION.

· APPROVAL OF SURFACES TO BE PAINTED BY ARCHITECT. · REMOVE ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURES TRIM AND FITTINGS PRIOR TO REPAIRING SURFACES FOR FINISHING.

· SHELLAC OR PRIME AND SEALED MARKS, PITCH STREAKS AND SAPPY SECTIONS WHICH MAY BLEED THROUGH SURFACE FINISHES.

· CORRECT MINOR DEFECTS WHICH MAY AFFECT THE WORK OF THIS SECTION. · APPLY ALL PAINT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.

17. INSTALLATION OF METAL CORNER BEADS AT EXTERNAL CORNERS OF DRYWALL WORK IS REQUIRED, ALL CORNER BEADS ARE TO BE SCREWED IN ADDITION TO BEING CRIMPED.

· REMOVE UNFINISHED LOUVERS, GRILLES, COVERS AND ACCESS PANELS ON MECHANICAL AND

18. GENERAL CONTRACTOR WILL PROVIDE INSTALLATION OF ALL DOOR AND WINDOWS AND COORDINATE WITH ARCHITECT.

19. ALL BUILT-INS WILL BE PERFORMED BY OTHERS. GENERAL CONTRACTOR WILL COORDINATE WITH ARCHITECT/DESIGNER FOR SPACE ALLOWANCES AND APPROPRIATE BRACING WHERE BUILT IN IS NOTED ON PLANS. REFER TO ELECTRICAL AND PLUMBING CONNECTIONS IN ORDER TO AVOID DISCREPANCIES WITH MILLWORK. 20. PRE ENGINEERED WOOD TRUSSES ARE TO BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE AND THESE SPECIFICATIONS. ROOF TRUSSES SHALL HAVE A 2 X 6 VERTICAL MEMBER AT BEARING POINTS FOR ANCHORAGE BY CONNECTORS TO 2 X 6 TOP PLATES. CALCULATIONS ARE TO BE PREPARED AND SHOP DRAWINGS SHALL BE PRODUCED UNDER THE DIRECT SUPERVISION OF A SPECIALTY ENGINEER REGISTERED IN FLORIDA, SIGNED AND SEALED. SUFFICIENT COPIES OF THE FINAL APPROVED CALCULATIONS, AND SHOP DRAWINGS SHALL BE DISTRIBUTED TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING DEPARTMENT FOR PERMANENT RECORD. 21. TRUSS SHOP DRAWINGS MUST BE APPROVED PRIOR TO THE COMMENCEMENT OF FABRICATION AND CONSTRUCTION. 22. ALL NEW WINDOW INSTALLATION WILL BE DONE AS PER S.F.B.C. REQUIREMENTS. 23. FLASHING SHALL BE PROVIDED AS NECESSARY TO PREVENT THE ENTRANCE OF WATER AT OPENINGS IN OR PROJECTIONS THROUGH EXTERIOR WALL COVERINGS OF DIFFERENT MATERIALS, AND AT OTHER POINTS SUBJECT TO THE ENTRANCE OF WATER, FLASHING SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 24. CONCRETE

· ASPHALTIC CONCRETE PAVING TYPE S-1 ASPHALTIC CONCRETE WEARING SURFACE 1” COMPACTED THICKNESS ON 6 “ COMPACTED LIMESTONE BASE COURSE.

· STANDARDS CONFORM TO A.C.I. MANUAL OF CONCRETE INSPECTION, LATEST EDITION AND CODE STANDARD PRACTICE CRSI.

· FORMWORK PROVIDE FORMING, INCLUDING SHORES, BRACING, TIES AND CLAMPS CONFORMING TO SHAPE, LINES AND DIMENSIONS OF CONCRETE AS INDICATED ON THE DRAWINGS.

ELECTRICAL COMPONENTS AND PAINT SEPARATELY. SEE SCHEDULE EXTERIOR FINISHES.

A. CEMENT PLASTER: 1. ONE COAT PRIMER SEALER. 2. 2TWO COATS OF FINISH PAINT. B. WOOD TRIM: (ONLY WHERE OCCURS) 1. LACQUER SATIN CHERRY MAHOGANY FINISH ON ALL INTERIOR OAK VENEER DOORS. COORDINATE WITH ARCHITECT FOR SAMPLE APPROVAL PRIOR TO APPLY FINISH ON ALL WOOD DOORS. 2. SAND, PREP AND ONE COAT OF OIL BASE PRIMER ON ALL INTERIOR DOORS AND TRIMS TO BE USED IN PROJECT, AND 2 COATS OF OIL BASE PAINT SATIN FINISH. COLOR SELECTED BY ARCHITECT. C. VENEER PLASTER 1. ONE COAT PRIMER SEALER 2. TWO COATS FLAT LATEX COLOR SELECTED BY ARCHITECT. D. FERROUS METALS 1. ONE COAT IRON OXIDE PRIMER. 2. TWO COATS SEMI-GLOSS EXTERIOR OIL BASE PAINT. E. GALVANIZED METALS 1. ONE COAT GALVANIZED STEEL PRIMER

· SEALING OF ALL EXTERIOR JOINTS AROUND WINDOWS AND DOORFRAMES CAULKING JOINTS AT MATERIAL.

· EXTERIOR TREMCO “DIMETRIC” MULTI-COMPONENT EPOXIDIZED POLYURETHANE.

· EXPANSION JOINT FILLER BITUMINOUS FIBER, AST D-944.

· PLUMBING FIXTURES DOW CORNING 786 MILDEW RESISTANT SILICONE SEALANT.

· ALL EXTERIOR DOORS WILL REQUIRE STRUCTURAL ENGINEERS WIND LOADS CALCULATIONS REQUIRED BY CODE AND CURRENT AND APPROVED N.O.A NUMBERS. 29. MISCELLANEOUS SPECIALTIES A- WORK INCLUDED :

· INSTALLATION OF TOILET ACCESSORIES, ATTACHMENTS OF MISCELLANEOUS HARDWARE. · MEDICINE CABINETS NOTED ON DRAWINGS ALLOW SPACE REQUIREMENTS AND ELECTRICAL CONNECTIONS AS PER MANUFACTURERS SPECIFICATIONS.

· TOILET ACCESSORIES, I.E.: TOWEL BARS, TOILET PAPER HOLDERS, AND ALL REQUIRED ACCESSORIES. WILL BE PROVIDED BY OWNER, AND CONTRACTOR WILL PROVIDE APPROPRIATE WALL BLOCKING AND INSTALLATION AS PER MANUFACTURERS RECOMMENDATIONS.

· WHERE APPLIES CUSTOM CLOSETS, KITCHEN CABINETRY BY OTHERS, GENERAL CONTRACTOR WILL COORDINATE WITH OWNER, ARCHITECT AND TRADES TO SCHEDULE INSTALLATION.

· GC. WILL COORDINATE THE APPROPRIATE LOCATION FOR ALL WALL OUTLETS AND PLUMBING CONNECTIONS REQUIRED TO ACHIEVE PERFECT INSTALLATION OF ALL BUILT-INS CONSIDERED IN THIS PROJECT.

· FASTENERS, SCREWS AND BOLTS TO BE PROVIDED BY CONTRACTOR TO SUIT APPLICATION. · INSTALL FIXTURES, ACCESSORIES AND OTHER ITEMS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, INSTALL PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE.

· BATHROOMS VANITIES, TOILETS , WATER FAUCETS , SHUT OFF VALVES AND SHOWER SYSTEMS, WILL BE PROVIDED BY OWNER, GENERAL CONTRACTOR WILL PROVIDE ALL INSTALLATION ACCORDING MANUFACTURER'S RECOMMENDATION MANUALS . 30. FIRE STOPPING ALL FIRE STOPPING WORK SHALL COMPLY WITH ASTM E-814 AND UL-1479 AND SHALL BE SUBJECT TO THE CONTROLLED INSPECTION REQUIREMENTS OF LOCAL BUILDING CODE. 31. MILLWORK: A- WORK INCLUDED: BATHROOM VANITIES, COUNTERS, BUILT IN BOOKSHELVES, STANDING AND RUNNING TRIM, FINISH HARDWARE. SUBMIT SHOP DRAWINGS FOR ARCHITECTS APPROVAL. B- MATERIAL 1-TYPICAL CABINETS AWE” CUSTOM GRADE” C- EXECUTION: PLACE APPROPRIATELY LEVEL, PLUMB AND AT RIGHT ANGLES TO ADJACENT WORK, WHERE FIELD CUTTING OR TRIMMING IS NECESSARY, PERFORM IN A NEAT, ACCURATE, PROFESSIONAL MANNER WITHOUT DAMAGING THE PRODUCT AND ADJACENT WORK. ATTACH SECURELY, WITH FASTENERS APPROPRIATE TO THE SUBSTRATE AND APPLIED LOAD SO THAT THE PRODUCTS WILL PERFORM, TO THEIR MAXIMUM ABILITY WITHOUT DAMAGE RESULTING FROM INADEQUATE FASTENINGS. 32. MILLWORK TRIM A- WORK INCLUDED CEILING MOLDINGS VENEER DOORS CASINGS FRAMES CUSTOM INTERIOR WINDOWS WALL MOLDINGS, FLOOR BASES ALL WORK MUST BE CUSTOM AS PER CONTRACTORS FINISH WOODWORK SHOP. B. FINISH SATIN TO MATCH NATURAL CHERRY MAHOGANY AS PER DESIGNERS WOOD SAMPLE G.C. TO SUMMIT COLOR / SAMPLES IN NUMBERED GRADATION ACCOMPANIED BY FORMULA AND APPLICATION PROCESS FOR EACH GRADATION. STYLE OF MILLWORK TRIM AS PER PROFILE DETAILS AND DRAWINGS PROVIDED BY ARCHITECT. C-SPECIFICATION ALL WOOD TO BE SMOOTH FINISHED RUBBED WITH 600 GRADE SANDPAPER AND STEEL WOOL. FINISH WITH NON- YELLOWING SEMI-GLOSS POLYURETHANE FINISH WOOD MAY BE CHERRY OR OAK AS REQUIRED FOR PROPER COLOR STAINING. OTHER HARDWOOD MAY BE SUBSTITUTED BUT MUST NOT HAVE PROMINENT GRAINING ALL WOOD STAINED THE SAME COLOR MUST BE CONSISTENT THROUGHOUT JOB. COLOR MATCH IS IMPORTANT. ALL WORK TO CONFORM TO AWI SPECIFICATIONS FOR FINISHED WOODWORK.

REVISIONS

(SURFACE DRY, USED AT 19% MAXIMUM M.C.) WITH FB+1,200 PSI, FT= 625 PSI, FV= 90 PSI, E= 1,600.000 PSI. ALL NAILS BOLTS AND CONNECTORS INDICATED SHALL BE GALVANIZED.

· WHERE A MANUFACTURER PRODUCT (HURR STRAPS, ETC.) IS INDICATED, SIMPSON STRONG-TIE CO. PRODUCT OR APPROVED EQUAL SHALL BE USED.

A. WORK:

· FINISH ALL CAULKED JOINTS WITH PROPER TOOL AND REMOVE EXCESS COMPOUND. · PRIOR TO APPLYING SEALANT TO WOOD SUBSTRATES, PRIME MATERIAL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS FOR PROPER ADHESION.

DESCRIPTION

· ALL LUMBER IN CONTACT WITH SOIL, CONCRETE OR MASONRY SHALL PRESSURE TREATED AND SO INDICATED BY APPROVED LABELING.

35. TERMITE PROTECTION

PACKED WITH A BACKER ROD TO WITHIN 1/2” INCH OF SURFACE.

· SET SILLS AND THRESHOLDS IN A FULL BED OF SEALANT.

3. INSTALLATION OF BOLTS, AND ANCHORS, SLEEVES, FLASHING, JOINT REINFORCEMENT AND OTHER TRADES AND REQUIREMENTS OF BUILDING CONDITIONS.

DOOR WILL BE INSTALLED AND WHERE; ARCHITECT'S APPROVAL IS NECESSARY.

· ALL JOINTS MORE THAT 3/4” INCH DEEP AND JOINTS WITHOUT A SUITABLE BACKSTOP SHALL BE

25. MASONRY UNIT:

2. INSTALLATION OF STEEL AND PRECAST REINFORCED CONCRETE LINTELS.

· BEFORE INSTALLATION OF DOOR HARDWARE, PROVIDE CUT SHEETS INDICATING WHAT NUMBER OF

· JOINTS AND SPACES TO BE CAULKED SHALL BE DRY AND FREE FROM DUST AND LOOSE MORTAR.

C. EXECUTION:

· CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF NOT

1. MASONRY WORK OF ANY KIND AS SHOWN ON THE DRAWINGS AND NOTED IN THE SPECIFICATIONS.

SCHEDULE AND GENERAL NOTES.

34. THE STANDARD SPECIFICATIONS OF ANY MANUFACTURER APPROVED FOR USE IN THE PROJECT ARE HEREBY MADE PART OF THESE NOTES WITH THE SAME FORCE AND EFFECT AS THOUGH WRITTEN OUT IN FULL HEREIN, EXCEPT THAT WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBERS, BETTER QUALITY MATERIALS, OR ARE OTHERWISE MORE STRINGENT, THESE MORE STRINGENT REQUIREMENTS SHALL GOVERN.

JOINTS MIN. 6 INCHES.

AND SHALL INCLUDE BUT NOT LIMITED TO:

· FOR DOOR AND HARDWARE MATERIAL COORDINATE WITH ARCHITECT AND REFER TO DOOR

· ALL WOOD USED FOR STRUCTURAL FRAME WORK SHALL BE SUFFICIENT GRADING SOUTHERN PINE WORK INCLUDED

· INTERIOR. TREMCO ACRYLIC LATEX CAULK.

· INCLUDED TO THE EXTENT THAT WORK SHALL BE AS SHOWN ON THE DRAWINGS

· FURNISHING AND INSTALLING HARDWARE.

33. WOOD:

· WELDED WIRE FABRIC: 6 X 6, 10-10, ASTM-185.

LESS THAN 3,000 PSI, TWENTY-EIGHT DAYS AFTER POUR. SLUMP FOR FOOTINGS; MAXIMUM 3 INCHES ALL OTHER CONCRETE, 5 INCHES.

THE CONSTRUCTION DRAWINGS OR NOTED IN THE SPECIFICATIONS. INSTALLING HARDWARE FURNISHED BY THE DOOR MANUFACTURER, STANDARD OR OPTIONAL AS SPECIFIED.

27- CAULKING AND SEALANT

OTHER JUNCTIONS AS NECESSARY TO OBTAIN COMPLETE WATERTIGHT CONSTRUCTION.

· VAPOR BARRIER: 6 MIL. POLYETHYLENE IN WIDEST PRACTICAL WIDTH, LAPPING

· WORK INCLUDED; FURNISHING AND INSTALLING ALL DOOR FRAMES AND DOORS CALLED FOR ON

2. TWO COATS SEMI-GLOSS ENAMEL COLOR SELECTED BY ARCHITECT.

· REINFORCING SHOP FABRICATED, USA MANUFACTURER, DEFORMED BARS, NEW BILLET, CONFORMING TO ASTM A-615, GRADE 60, FREE OF EXCESSIVE RUST, SCALE OR COATS REDUCING BOND.

28. DOORS AND HARDWARE

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

A & A DESIGN GROUP, INC.

SUNNY ISLES RESIDENCE

GENERAL NOTES & SPECIFICATIONS

SEAL

BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: “THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.”

· COMPLETE ALL CAULKING WORK AFTER ALL SUBSTRATES ARE PRIMED AND PRIOR TO APPLICATION OF FINISH COAT OF PAINT.

SHEET NO.

A-1

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

A & A DESIGN GROUP, INC.

3" 99'-94 84'-3"

13'-414" POOL DIMENSION

11,250.00 SF 6,750.00 SF 6,553.43 SF

2 STORY RESIDENCE

TOP TERRACE

+ 7.00' NGVD MAIN HOUSE LEVEL

3 .4 '

F.N. NO ID.

X 2%

23'-414" SETBACK PROVIDED

+ 4.18' NGVD

CHICAGO BRICK PAVERS DRIVEWAY

Plat Area

5.7%

11,250 SF 4,385.91 SF (38.99% of Plat Area) 702.65 SF 630.00 SF

Landscape Area Calculation: Landscaped Area Required (25% of lot size) Landscaped Area Provided (25.89% of lot size)

2,812.5 SF 2,912.85 SF

25'-0" SETBACK PROVIDED LANDSCAPE AREA

26'-3" 1%

7'-0" POOL SETBACK

+ 4.18' NGVD

LANDSCAPE AREA

PROPERTY LINE

+ 2.70' NGVD

62'-17 8"

Lot Coverage (New Residence) 3 Car Garage Pool

20'-0"

PROPERTY LINE

SUNNY ISLES RESIDENCE

Plat Area F.A.R. (0.6) (60% of Lot Area Maximum Allowed) F.A.R. Provided (58.25% of Lot Area Provided)

INTERIOR GARAGE LEVEL

45'-8"

20' PAVEMENT

+ 4.50' NGVD

NORTH BAY ROAD

O.E.L.

+ 4.18' NGVD

24'-0"

5.7%

12'-0"

LANDSCAPE AREA

75.00'

X 25'-0" SETBACK PROVIDED

LANDSCAPE AREA

60'-0"

X 20'-0"

+ 2.70' NGVD

20'-0"

25'-0"

+ 4.18' NGVD

3'-0" CLEAR

60'-0"

7'-6" SETBACK PROVIDED

16 17 18

26'-3"

56'-0" POOL DIMENSION

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

14 15 DN 20 19

7'-0" POOL SETBACK

75.00'

NORTH BISCAYNE BAY

+ 4.18' NGVD

5.7%

4.5'

11,250.00 SF 4,725.00 SF 4,385.91 SF

LANDSCAPE AREA

" -0 6'

Plat Area Lot Coverage Allowed (42% of Plat Area) Lot Coverage Provided (38.99% of Plat Area)

12'-0"

C A L C U L A T I O N

+ 3.40' NGVD

+ 6.22' NGVD

EXISTING SEA WALL

C O V E R A G E

PROPERTY LINE

D E S C R I P T I O N

LOT 26, BLOCK 14, OF GOLDEN SHORES, SECTION "B", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, AT PAGE 15, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

L O T

+ 3.42' NGVD

150.00' 9'-6" POOL SETBACK

L E G A L

A/C UNITS TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD)

F.N. NO ID.

+ 4.54' NGVD

' 4.54

18950 NORTH BAY ROAD, SUNNY ISLES BEACH, FLORIDA 33160

POOL EQUIPMENT TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD)

EXISTING NEIGHBOUR WALL 7'-6" SETBACK PROVIDED

A D D R E S S

F.N. NO ID. 0.70' EAST

P R O P E R T Y

+ 4.51' NGVD

+ 4.50' NGVD

12%

6'-0" CBS WALL

+ 4.02' NGVD + 4.88' NGVD

+ 3.48' NGVD

150.00'

X A/C UNITS TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD)

X + 3.99' NGVD

LANDSCAPE AREA

+ 3.99' NGVD

LANDSCAPE AREA

PROPERTY LINE

+ 4.18' NGVD

3.14

10%

LANDSCAPE AREA

7'-6" SETBACK PROVIDED

' 4.51

9.3% LANDSCAPE AREA

C.B.

4.4%

5.7%

+ 6.22' NGVD

F.N. NO ID.

11,250 SF F.N. NO ID. 0.80' EAST

TOTAL DEVELOPED SITE

9'-6" POOL SETBACK

25'-0"

+ 3.14' NGVD

+ 4.53' NGVD

66'-17 8"

R-1 SINGLE FAMILY RESIDENCY 11,250.00 SF

MINIMUM SETBACKS: NORTH SIDE (NEIGHBORING RESIDENCE) SOUTH SIDE (NEIGHBORING RESIDENCE) WEST SIDE (NORTH BISCAYNE BAY) EAST SIDE (NORTH BAY ROAD)

REQD. 7' - 6" 7' - 6" 15' - 0" 25' - 0"

PROVD. 7' - 6" 7' - 6" 23' - 4 1/4" 25' - 0"

MINIMUM POOL AREA SETBACKS: SIDES SETBACK: BACK SETBACK:

REQD. 9' - 6" 7' - 0"

PROVD. 9' - 6" 7' - 0"

1 A-2

ROOF PLAN SCALE: 1/8" = 1'-0"

SITE PLAN LOCATION PLAN SITE INFORMATION

BUILDING DATA: ZONING DESIGNATION: OCCUPANCY: LOT AREA

48'-718"

REVISIONS

BUILDING HEIGHT: (35' - 0" COUNTED FROM CROWN OF THE ROAD)

35' - 0"

FLOOD ELEVATION FLOOD ZONE PROPOSED FINISHED FLOOR

7.00' NGVD AE 7.00' NGVD

CROWN OF THE ROAD ELEVATION:

3.40' NGVD

BUILDING OVERALL DIMENSIONS: Overall Length Overall Width Overall Height Number of Stories Car Garages

97' - 3" 60' - 0" 35' - 0" 2 stories 3 garages

TOTAL LOT AREA

11,250 SF

18950 North Bay Rd. Sunny Isles, Florida 33160

DESCRIPTION

SEAL

S I T E

F L O O D

DATE OF FIRM: COMMUNITY No.: PANEL: SUFFIX: FLOOD ZONE: BASE FLOOD ELEVATION:

E L E V A T I O N

I N F O R M A T I O N

19-11-09 120688 0134 L

2 A-2

LOCATION PLAN

SHEET NO.

SCALE: N.T.S.

FIRST FLOOR MAIN HOUSE: 7.00 NGVD GARAGE LEVEL: 4.50 NGVD

(LOWEST LEVEL STRUCTURE)

A-2

7'-6" STRUCTURE SETBACK

5" LAUNDRY ROOM 48 11'-0"

5" 48

12'-712"

MATERIAL PRODUCT

MODELNUMBER TRADENAME

SUNNY ISLES RESIDENCE

X X 12'-4"

2'-2"

9'-10"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

O.E.L.

X X 60'-0"

2'-8"

39'-0"

LANDSCAPE AREA

SON'S BATHROOM

25'-0" SETBACK

10'-1"

2'-3"

10'-0"

20'-0"

18'-712"

4'-0"

5" 48

10'-0"

5" 48

SON'S BEDROOM

EGRESS

1 12'-107 8"

2'-4"

3" 6'-14

STG.

10'-1"

9'-10"

12'-4" 15'-2"

19'-0"

12'-8"

12'-212" 10'-0"

3" 3'-104

614"

MOTORIZED GATE OPENER

10'-0"

7'-818" 3" 64

F.N. NO ID.

8" 5'-10" 2'-2"

21'-0"

2'-8"

1'-0"

10'-0"

19'-8"

21'-0"

2'-1118" 20'-0"

12'-0" ALUMINUM GATE

VITREOUS CHINA TOILET ADAIR K-3946

CABANA ROOM

10'-0"

7'-6" SETBACK

RECESS 1"

X C A-12

3" 8'-58

X 150.00'

23'-018"

5" 108

3" 8'-28

5'-0" HIGH ALUMINUM GATE WITH LOCK

A/C UNITS TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD)

12'-118"

8'-312"

35'-77 8"

3" 100'-14

34'-4" INTERIOR DRIVEWAY LENGTH

-7 2'

8" (TYP.)

52'-2" EXTERIOR DRIVEWAY LENGTH 6" WIDE DRAINAGE CRATE (TYP.)

3 CAR GARAGE + 4.50' GARAGE LEVEL

4 5/8" NON-BEARING INTERIOR PARTITION WITH 1/2" DRYWALL BOTH SIDES & SOUND INSULATION

COVERED ENTRY

GREAT ROOM 1

5'-0"

+ 4.18' NGVD DRIVEWAY LEVEL

EQ 2%

+ 7.00' NGVD (+ 7'-0 1/16") FIRST LEVEL

8" CBS BLOCK PERIMETER WALL WITH 5/8" MAX. STUCCO OUTSIDE & 1/2" STUCCO INSIDE (GARAGE WALL) 8" CBS BLOCK WALL WITH 5/8" DRYWALL BOTH SIDES MOUNTED ON METAL CHANNELS & FULL HEIGHT R-3 INSULATION ON LIVING AREA SIDE. 4" THICK REINFORCED C.M.U WALL UP TO 5'-2 1/4". REFER TO SHEET A-16 FOR DETAILS

7'-4" SITE VERIFY

24'-0"

12'-0"

4 STEPS 6 3/4" HIGH x 12" DEEP

5 A-3

REVISIONS

8" CBS BLOCK INTERIOR WALL WITH 1/2" DRYWALL BOTH SIDES

LANDSCAPE AREA

8" THK. REINFORCED CONCRETE SLAB

PLANTER

CHICAGO BRICK PAVER SOLDIERS

12'-0"

8" CBS BLOCK PERIMETER WALL WITH 1/2" DRYWALL ONE SIDE

2'-8"

12'-0 ALUMINUM GATE

2'-10"

1'-8" 2'-4"

6" THK. REINFORCED CONCRETE SLAB (TYP.)

6'-0

ELLPITICAL CURVE 6" THK. REINFORCED CONCRETE SLAB (TYP.)

3 -7 8

25'-0" REQUIRED SETBACK

MOTORIZED GATE OPENER

ASPHALT EDGE

SON'S BEDROOM

6" WIDE DRAINAGE CRATE (TYP.)

1/2" THK. TOUGHROCK® FIREGUARD C® GYPSUM BOARD TIED TO W10 X 49

VITREOUS CHINA TOILET ADAIR K-3946

4'-10"

1/2" THK. TOUGHROCK FIREGUARD C GYPSUM BOARD APPLIED WITH LAMINATING COMPOUND OVER ENTIRE CONTACT SURFACE.

SEAL

LANDSCAPE AREA

4'-0" x 4'-0" SQUARE CHICAGO BRICK PAVERS OVER 1 1/2"THK. SAND BASE & 6" THK. CRUSHED ROCK BASE UNDER SCARIFIED COMPACTED SOIL (TYP.)

CAST CONCRETE WATERFALL

8" (TYP.)

SON'S BATHROOM

30'-6"

FOR FULL WALL DETAILS REFER TO SHEET A-16 GRASS PERVIOUS AREA

PROPERTY LINE

20' PAVEMENT

4 A-3

5 A-3

NORTH BAY ROAD

4 A-3

CHICAGO BRICK PAVER SOLDIERS

PLANTER

DESCRIPTION 1'-1"

3" 64

3 8"

SCALE: 1/8" = 1'-0"

2'-8"

26'-6" STRUCTURE SETBACK

SHEET NO.

NEW GRASS

6" x 6" LALLY COLUMN

10" SOIL FOR NEW GRASS

2'-47 8"

METAL CORNER BEAD

13'-4"

14'-8"

6'-0"

PLANTER

6 A-3

GARAGE LALLY COLUMN DETAIL SCALE: N.T.S.

FIRE RATING 1-HR. FIRE TEST REF. NBS 303

3 A-3

DRIVEWAY DETAIL SCALE: 1/8" = 1'-0"

4'-11"

PROPERTY LINE

PLANTER

41'-37 8"

FOR REINFORCEMENT OF CONCRETE DRIVEWAY REFER TO ENGINEERING DETAILS

TYPICAL DETAIL

PROPERTY LINE

26" x 13'-4" PLANTER (TYP.)

+ 7.00' NGVD (+ 7'-0 1/16") FIRST LEVEL

BACK TERRACE PLAN

5'-0" HIGH ALUMINUM GATE WITH LOCK

26" x 72" PLANTER (TYP.)

" -0

FOR REINFORCEMENT OF CONCRETE DRIVEWAY REFER TO ENGINEERING DETAILS

DRIVEWAY TO BE SLOPED TO DRAIN TO PERVIOUS AREAS INSIDE THE PROPERTY

WATER FOUNTAIN

51'-718"

3" 64

4" x 8" OLD CHICAGO BRICK PAVERS IN 48" x 48" SQUARE BASKET WEAVE PATTERN (SANDED). CHECK DIMENSIONING OF CHICAGO BRICK PAVERS. SITE CONDITION.

4" x 8" OLD CHICAGO BRICK PAVERS (SOLDIERS PATTERN) ON MORTAR

8'-6" STRUCTURE SETBACK

5'-10"

4'-112"

PROPERTY LINE

FIRST FLOOR POOL DETAILS DRIVEWAY DETAILS

3'-712"

D A-12

04 A/C 4

A/C 1

7'-6" SETBACK

8" 7'-6" SETBACK

3" CL 64

FIRST FLOOR

1 A-3

4" MIN.

SCALE: N.T.S.

6'-6"

12'-0"

5 A-3

3" 3'-104

3" 24'-94

23'-414" STRUCTURE SETBACK

TYPICAL DETAIL

8" THK. 95% DENSITY COMPACTED SUB-BASE

1'-4"

4 STEPS 6 3/4" HIGH x 12" DEEP

CORRIDOR 1

VITREOUS CHINA TOILET ADAIR K-3946

11'-0"

RECESS 1"

A A-10

2'-912"

3" 6'-48

3" 13'-58

5" 48

11'-0"

61'-718"

ESSIG POOLS Louann Leveroni 1800 NE 151st ST., MIAMI, FL 33162 PHONE: 305-949-0000, 305-253-4673 E-MAIL: lleveroni@aol.com

SCALE: N.T.S.

10" SOIL FOR NEW GRASS

PROPERTY LINE

3" 64 CL

COVERED ENTRY

ARCHED

10'-0"

6" THK. 95% DENSITY COMPACTED SUB-BASE

6" THK. MIN. REINFORCED CONCRETE SLAB

6'-6"

CL CL

F.N. NO ID.

X LANDSCAPE AREA

3" 1'-74

OLD CHICAGO BRICK DRIVEWAY

NEW GRASS

NEW 6'-0" CONCRETE PERIMETER WALL

1'-4"

2'-0"

NEW 4'-0" CONCRETE PERIMETER WALL

8" x 8" REINFORCED CONCRETE BASE FOR TRIM BRICK. 1 # 5 CONT. BAR

4" x 8" OLD CHICAGO BRICK PAVERS (SOLDIERS PATTERN) ON MORTAR

2'-0"

LANDSCAPE AREA

9'-6" POOL SETBACK

SCALE: 1/8" = 1'-0"

OPEN TO ABOVE

25'-0" SETBACK 8"

9'-0" (TYP)

2'-0"

12'-8"

4 STEPS 6" HIGH x 14 3/4" DEEP

ROUNDED EDGE

3" 8'-64

5" 14'-18

3" 17'-94

ARCH ABOVE

4 A-3

4'-612"

3'-8"

GREAT ROOM 2

9'-4"

38" x 38" PLANTER

4.51

6'-0" HIGH ALUMINUM FENCE. SEE TYPICAL SAFETY BARRIER NOTE ON SHEET A-3 (TYP.)

7'-6" SETBACK

2'-7"

BACK TERRACE PLAN

6" THK. CRUSHED LIMEROCK BASE COMPACTED TO MIN. 95% DENSITY

3" 64

POWDER ROOM

POOL CONTRACTOR CONTACT INFORMATION:

2" THK. MAX. SAND BED

3" 15'-24

13'-414" POOL WIDTH

4" x 8" OLD CHICAGO BRICK PAVERS IN 48" x 48" SQUARE BASKET WEAVE PATTERN (SANDED). CHECK DIMENSIONING OF CHICAGO BRICK PAVERS. SITE CONDITION.

19'-0"

4'-10"

9'-8"

PROPERTY LINE

2 A-3

3'-3"

LANDSCAPE AREA

35'-0"

GREAT ROOM 2 COVERED TERRACE

F.N. NO ID. 0.80' EAST

B A-11

33'-8"

2'-0"

9'-0"

VITREOUS CHINA TOILET ADAIR K-3946

9'-6" REQUIRED POOL SETBACK

3" 3'-04

' 4.51

3" 3'-04

3'-1"

4'-5"

F.N. NO ID. 0.80' EAST

7'-0" REQUIRED POOL SETBACK

ALIGN

3'-3"

4 STEPS 6" HIGH x 14 3/4" DEEP

2'-0"

3 CAR GARAGE + 4.50' NGVD

4 STEPS 6 3/4" HIGH x 12" DEEP

47 8"

9'-4"

3" 64

20 MINUTE FIRE RATED DOOR. REFER TO TYPICAL NOTE # 6 ON SHEET A-4

RECESS 1"

2'-918" 5" 3'-48

10'-0"

26'-3"

WATER EDGE

40'-0" 2'-912"

4'-0"

23'-414" STRUCTURE SETBACK

GREAT ROOM 2

38" x 38" PLANTER

5'-0" HIGH ALUMINUM GATE WITH LOCK

PROPERTY LINE

6 9'-0"

9'-17 8"

GREAT ROOM 1 + 7.00' NGVD FIRST LEVEL

4'-8"

GREAT ROOM 2 COVERED TERRACE

LOBBY 2ND FLOOR ABOVE

3" 7'-58 SITE VERIFY

2'-0"

1" 6 4'-9 4

2'-7"

OPEN TO ABOVE

SERVICE ENTRY

ALIGN

SLOPED AREA LANDSCAPING

+ 6.22' NGVD POOL PATIO

3" 12'-64

5" 10'-88

3" 5'-84 9'-17 8"

9'-17 8"

8'-018" SITE VERIFY

7'-6" SETBACK

8" 4'-8" 4'-8" 5" 6'-38

56'-0" POOL LENGTH

4.5'

75.00'

A A-10

W.H.

3" 10 '4 9EAR CL 8

STAIRS

9'-4"

EXISTING SEA WALL

9'-17 8"

GREAT ROOM 1 COVERED TERRACE + 6.22' NGVD POOL PATIO 11'-73"

PROPERTY LINE

23'-414" STRUCTURE SETBACK

3" 2'-34

1'-3"

CL 3" 64

4'-8"

13'-414" POOL WIDTH

PROPERTY LINE

POOL BY OTHERS

2'-8"

7'-0" POOL SETBACK

CORRIDOR 2

ALIGN

5" 6'-38

3" 64

NORTH BISCAYNE BAY

GREAT ROOM 1 + 7.00' NGVD FIRST LEVEL

60'-0"

POOL BY OTHERS

GREAT ROOM 1 COVERED TERRACE 1%

75'-0" LOT DIMENSION

60'-0" HOUSE DIMENSION

+ 6.22' NGVD POOL PATIO

75.00'

4.5'

7'-0" REQUIRED POOL SETBACK

3" 64

A/C 3

1" 3'-9 2

1'-012"

A/C 2

DINING ROOM KITCHEN

1 HP WATER PUMP FOR SPRINKLER SYSTEM

03 CL

3'-0" CLEAR

2'-8"

WATER EDGE

27'-9"

DINING ROOM COVERED TERRACE

EXISTING SEA WALL

3" 8'-84

9'-4"

3'-0" CLEAR

NORTH BISCAYNE BAY

F.N. NO ID. 0.70' EAST

26'-3"1 13'-44" POOL WIDTH

10'-0"

DINING ROOM

16'-0"

SLOPED AREA LANDSCAPING

CL 1%

150.00'

8" x 16" "0" BLOCK WITH SCREEN FLUSH WITH FLOOR = 54 SQ. IN. OF CLEAR OPENING (TYPICAL NOTE FOR 5 OPENINGS)

31'-914"

A/C UNITS TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD)

9" .) (TYP

DINING ROOM COVERED TERRACE

13'-414" POOL WIDTH

56'-0" POOL LENGTH

SLOPED AREA LANDSCAPING

ARCH ABOVE

26'-3"

LANDSCAPE AREA

19'-0"

B A-11

9'-4"

EXISTING SEA WALL

75'-0" LOT DIMENSION

9'-6" POOL SETBACK

2'-7"

WATER EDGE

PROPERTY LINE

38" x 38" PLANTER

9'-4"

38" x 38" PLANTER

C A-12

D A-12

3" 17'-24

POOL EQUIPMENT TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD) SEE SHEET A-9 FOR DETAILS

3" 8'-6 4

5" 3'-78 4'-3"

EXISTING NEIGHBORING WALL

' 4.54

9'-6" REQUIRED POOL SETBACK

3'-1"

4'-7"

+ 6.22' NGVD POOL PATIO

9'-8"

5" 108

6'-0" HIGH ALUMINUM FENCE. SEE TYPICAL SAFETY BARRIER NOTE ON SHEET A-3 (TYP.)

LANDSCAPE AREA

4 STEPS 6" HIGH x 14 3/4" DEEP

6'-0" HIGH ALUMINUM FENCE. SEE TYPICAL SAFETY BARRIER NOTE ON SHEET A-3 (TYP.)

8'-583"

15'-512"

3" 3'-04

3" 3'-84

4.54 '

4 STEPS 6" HIGH x 14 3/4" DEEP

EXISTING NEIGHBORING WALL

LANDSCAPE AREA

7'-6" SETBACK

F.N. NO ID. 0.70' EAST

PROPERTY LINE

97'-3"

ALUMINUM NON-CLIMBABLE FENCE 6'-0” HIGH AND GATE 6'-0” HIGH x 40” WIDE PROVIDED WITH SPRING LOCK TYPE, SO THAT THEY SHALL AUTOMATICALLY RETURN TO A CLOSED POSITION AT ALL TIMES, AND SAFE LOCK TO BE LOCKED WHEN SWIMMING POOL IS NOT IN USE.

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

26'-6" STRUCTURE SETBACK

TYPICAL SAFETY BARRIER NOTE:

A & A DESIGN GROUP, INC.

3" 100'-14

23'-414" STRUCTURE SETBACK

A-3

1 2 3

8" CBS BLOCK INTERIOR WALL WITH 1/2" DRYWALL BOTH SIDES 4 5/8" NON-BEARING INTERIOR PARTITION WITH 1/2" DRYWALL BOTH SIDES & SOUND INSULATION

FOR FULL WALL DETAILS REFER TO SHEET A-16

B A T H R O O M

N O T E S

1-. BATHROOMS FLOOR FINISH TO BE CERAMIC TILE 2-. INTERIOR FINISH MATERIALS TO BE CLASS "C" AS FBC. 803.3 3-. SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER RESISTANT (DUROCK BOARDS) TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE COMPARTMENT FLOOR AT THE DRAIN (FBC. 1204.3) GLASS NOTE: DOORS, BATH AND SHOWER ENCLOSURES AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SF (0.84 M²) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER AND TUB ENCLOSURES INCLUDING ANY GLAZING WITHIN 60 INCHES (1.5M) OF THE FINISHED FLOOR SURFACE IN WALL SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH IN 24113.13 FOR CATEGORY II GLAZING PRODUCTS.

3" 4'-64

5" 48

X X

20'-0"

21'-0"

10'-0"

75.00'

10'-0"

19'-0"

A A-10

60'-0"

MOLDING # 38 (TYP.)

CORRIDOR 4

HER CLOSET

HIS CLOSET

4'-0"

5" 7'-33" 48 8

4'-114"

PROPERTY LINE

12'-112" MASTER BATH

10'-0"

MOLDING # 38 (TYP.)

20'-0"

O.E.L.

X 6'-6"

MOLDING # 21 (TYP.)

TRADENAME MODELNUMBER MATERIAL PRODUCT

X 914"

3" 1'-74

X 8'-418"

5" 108

X C A-12

PROPERTY LINE

X 150.00'

X PROPERTY LINE

5" 48'-28

3'-412"

51'-718"

10'-0"

35'-77 8"

26'-6" STRUCTURE SETBACK

61'-718"

23'-414" STRUCTURE SETBACK

7'-6" STRUCTURE SETBACK

7'-6" SETBACK

A/C UNITS

F.N. NO ID.

D A-12

1 4'-112"

914"

7'-6" SETBACK

CL MOLDING # 38 (TYP.)

3" 100'-14

1 A-4

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

11'-0"

EGRESS

9'-512"

SUNNY ISLES RESIDENCE

11'-0"

EGRESS

25'-0" SETBACK

1'-0"

EGRESS

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

F.N. NO ID.

7'-6" STRUCTURE SETBACK

5" 1'-108

7'-6" SETBACK

8'-27 8"

5 CL 07 7'-68"

3" 1'-84

918"

5" 5'-108

4'-412"

13'-114"

6'-6"

3" 5 7'-68 48"

5'-2"

13'-918"

5" 48

CLOSET 4

10'-0"

612" CL

4'-914"

MASTER BEDROOM 1%

4'-0" 3" 5 6'-118 48" CLEAR

107 8"

17'-712"

MASTER COVERED TERRACE

18'-8"

9'-4"

5" 48

B A-11

25'-0" SETBACK

SAUNA

STG.

1'-2"

3" 5 3" 5 6'-118 48" 1'-9" 4'-0" 1'-78 48"

1'-0"

BEDROOM 4 + 17.75' NGVD BEDROOM 4

8'-7" DRYWALL TO DRYWALL

4'-012"

1'-0"

EGRESS

OPEN TO BELOW

MOLDING # 21 (TYP.)

4'-0"

1'-985"

12'-512"

DOTTED LINE INDICATES END OF SLAB

6'-47 8"

LOBBY + 19.38' NGVD SECOND LEVEL

ARCH ABOVE

17'-2"

9'-67 8"

18'-107 8"

CORRIDOR 3

1 TO 1'-1 1" CON 2 SLA CRETE B

3" 15'-58

PROJECTED BEAM ABOVE

3" 4'-64

2'-914"

MOLDING # 38 (TYP.)

5" 48

MOLDING # 38 (TYP.)

8" CBS WALL TO BE CENTERLINED TO COLUMNS (TYP.)

2 A-4

15'-114"

COVERED TERRACE BELOW

RAILING 42" AFF

ALIGN

20'-0"

3" 8'-84

3" 3'-38

1'-2"

8" 6'-47 8"

PROJECTED BEAM ABOVE

5" 6'-98

3" 18'-34 DECORATIVE RAILING 42" A.F.F.

26'-3" SETBACK

2 21 22

4'-107 8" 5" 485" 48

CLOSET 3

STG.

TOILET ADAIR K-3946

STAIRS

LINEN

5" 3'-118

BEDROOM 3

10'-0"

4'-0" CLEAR

BATH 4 VITREOUS CHINA TOILET ADAIR K-3946

3" 6'-118

12'-6"

BATH 3

18'-8"

1" 3'-9 2

4'-0" CLEAR

" 4'8-3 SH I N I F 7

BEDROOM 2 FOYER

3" 2'-08

8'- 1" AFF

OPEN TO BELOW

PROPERTY LINE

3'-0"

18'-8"

9'-4" 3" 4'-64

BEDROOM 2

2'-914" 16'-0"

A A-10

SECURITY & FORCED ENTRY PREVENTION 1. ALL SINGLE EXTERIOR DOOR SINGS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 POUNDS APPLIED IN ANY MOVEABLE DIRECTION. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE THE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MINIMUM THROW BOLTS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL OR MEETING MULLIONS. THESE DOORS SHALL BE CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN A LOCKED POSITION. 5. HINGES ON EXTERIOR OUT SWING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMBS OF ALL EXTERIOR OFFSET TYPE IN-SWING DOORS SHALL BE RABBETED OR OF SIMILAR FABRICATION TO MAINTAIN THE INTEGRITY OF LOCKS AND LATCHES. 7. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE SHALL COMPLY WITH ANSI 297.1 8. EXTERIOR SWINGING DOORS, IF MADE OUT OF WOOD, SHALL BE 1 3/4" THICK SOLID CORE.

TERRACE 2

ARCH ABOVE

3'-0"

3" 9'-24

EXCEPTION: 1. A SECONDARY MEANS OF ESCAPE SHALL NOT BE REQUIRED: a. IF THE BEDROOM OR LIVING AREA HAS A DOOR LEADING DIRECTLY TO THE OUTSIDE OF THE BUILDING AT OR TO GRADE LEVEL. b. IF THE DWELLING UNIT IS PROTECTED THROUGHOUT BY AN APPROVED, AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH N.F.P.A. 2. EXISTING APPROVED MEANS OF ESCAPE

23'-414" SETBACK

3" 9'-24

1. THE WINDOW IS WITHIN 20 FEET OF GRADE 2. THE WINDOW IS DIRECTLY ACCESSIBLE TO FIRE DEPARTMENT RESCUE APPARATUS AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. THE WINDOW OR DOOR OPENS ONTO AN EXTERIOR BALCONY.

EXISTING SEA WALL

60'-0"

AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF A TOOL, KEY OR SPECIAL EFFORT AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDTH, 24" HEIGHT, AND 5.7 SF IN AREA THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR SUCH MEANS OF ESCAPE SHALL BE ACCEPTABLE IF:

CL 5'-6"

3" 9'-24

E S C A P E

4.5'

O F

75.00'

M E A N S

NORTH BISCAYNE BAY

S E C O N D A R Y

26'-3" SETBACK

CL COVERED

5" 1'-88

4'-112"

14'-17 8"

07 EGRESS

6" 9

9'-612"

4'-1114"

5" 48

11 10

PROPERTY LINE

4'-914"

16'-112"

BATH 2

5" 1'-108

4'-612"

3'-8" 3'-718"

CL 08

20'-0"

EGRESS

6 7

CLOSET 2

5'-683"

3 2 CL 1 UP

8'-114"

5'-6"

3" 4'-64

3" 9'-24

B A-11

05 CL

3" 17'-44

EXISTING NEIGHBORING WALL

914"

POOL EQUIPMENT

8'-5 1" 4

F.N. NO ID. 0.70' EAST ' 4.54

7'-6" SETBACK

4 5

A/C UNITS TO BE INSTALLED ABOVE FLOOD LEVEL (7.00' NGVD)

VITREOUS CHINA TOILET ADAIR K-3946

8" CBS BLOCK PERIMETER WALL WITH 1/2" DRYWALL ONE SIDE

5'-8" DIA.

CL OPENING ABOVE

5" 9'-28

SECOND FLOOR SCALE: 1/8" = 1'-0"

REVISIONS 19'-9" SITE VERIFY

ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

RAILING. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION.

MOLDING # 2 SEE SHEET A-12 FOR DETAILS P.T. FIRE RESISTANT WOOD BLOCKING 1" x 6"

42" A.F.F.

D A-12

5" 8'-118

13'-5"

PROPERTY LINE

MOLDING # 38 (TYP.)

42" A.F.F.

3" 8'-04

30'-214"

24" x 24" MARBLE FLOOR 3/4" THK. OVER THIN SET INSTALLATION OVER 6" THK. REINFORCED CONCRETE SLAB

CLEAR 2" MAX.

DRILL 3" DIA. x 3" DEEP HOLE TO RECEIVE STEEL POSTS AND FILL WITH EPOXY GROUT f'c = 8000 PSI OR METAL BOTTOM RAIL BASE SECURED TO CONCRETE WITH 1" x 3" LONG TAPCONS STAGGERED AT 6" O.C. COORDINATE WITH ENGINEER FOR EPOXY EMBEDMENT OF SUPPORT POLES ON 6" CONCRETE SLAB

DRYWALL

DOTTED LINE INDICATES 8" THK. CONCRETE SLAB PROVIDE 1" x 6" P.T. FIRE RESISTANT WOOD BLOCKING FOR CUSTOM CAST CONCRETE MOLDING ATTACHMENT

TYPICAL HANDRAIL SECTION 1-1 2 A-4

2ND FLOOR LOBBY RAILING DETAIL SCALE: 1/2" = 1'-0"

DESCRIPTION

CLEAR 2" MAX.

8" THK. CONCRETE SLAB

24" x 24" MARBLE FLOOR 3/4" THK. OVER THIN SET INSTALLATION OVER 6" THK. REINFORCED CONCRETE SLAB

2'-412"

10.PROVIDE SIGN TO READ "DANGER. DO NOT OPERATE ENGINES WITH DOOR CLOSED, CARBON MONOXIDE EMISSION IS LETHAL". 11.PROVIDE (5) 8" x 16" "0" BLOCK WITH SCREEN FLUSH WITH FLOOR = 54 SQ. IN. OF CLEAR OPENING EACH EQUAL TO 270 SQ. IN. IN TOTAL. 12.PROVIDE 2" x 6" P.T. WOOD DOOR JAMBS ATTACHED TO CONCRETE STRUCTURE WITH HILTI SLEEVE ANCHOR 3/8" x 2 3/4" STARTING WITH 6" FROM ENDS THEN 12" O.C. (1 1/4" EMBEDMENT).

1085" C A-12

8. GARAGE PENETRATION: PENETRATIONS OF COMMON WALLS AND FLOORS OVER GARAGE SHALL BE SEALED WITH AN APPROVED MATERIAL (E.G., FIRE RATED CAULK, PUTTY, OR SEALANT). ALL FIRE BLOCKING MATERIAL MUST BE SECURELY FASTENED IN PLACE. 9. ALL STEEL COLUMNS TO BE 1 HOUR FIRE RATED AS PER 2010 SOUTH FLORIDA BUILDING CODE. THIS IS TO BE ACHIEVED BY 2 WAYS: 9.1. FILL COLUMN WITH CONCRETE. COLUMN MUST BE LOCATED IN A WALL CONSTRUCTED OF NON COMBUSTIBLE MATERIALS. 9.2. WRAP THE STEEL COLUMN WITH 1 LAYER OF 5/8" TYPE X GYPSUM BOARD AS PER DETAIL UL528A.

87'-3"

8'-418"

914"

4.51

7. GARAGE CEILING: 1 HOUR FIRE RATED GARAGE CEILING WITH A 5/8" TYPE X GYPSUM BOARD ON A 1" x 3" FURRING STRIPS @ 16" O.C. ON METAL STRUCTURE FASTENED TO CONCRETE @ 24" O.C. AS PER 2014 SOUTH FLORIDA BUILDING CODE

10'-0"

1'-3"

F.N. NO ID. 0.80' EAST

DOOR SEPARATING GARAGE SPACE FROM LIVING SPACES SHALL HAVE A 20 MINUTE FIRE RATED AND BE FABRICATED OF A 1 3/4" SOLID CORE WOOD PANEL WITH RABETTED JAMBS & EQUIPPED WITH AN APPROVED SELF CLOSER DEVICE AS REQUIRED BY LOCAL MUNICIPALITIES.

3" 1'-74

26'-6" STRUCTURE SETBACK

VITREOUS CHINA

6. TYPICAL NOTE: DOOR 06 BETWEEN GARAGE & LIVING SPACES SHOULD COMPLY WITH THE FOLLOWING:

1. NO DOOR IN THE PATH OF TRAVEL OF A MEANS OF ESCAPE SHALL BE LESS THAN 32" WIDE. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR IF REQUIRED. 3. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW OPENING OF THE DOOR FROM INSIDE. 4. DOORS MAY BE SWINGING OR SLIDING. 5. NO DOOR IN ANY MEANS OD ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED, SHALL BE PROHIBITED. 6. MEANS OF EGRESS DOORS SHALL COMPLY WITH SECTION 1008 OF FBC. FOR ACCESSIBILITY PROVISIONS RELATED TO DOORS, REFER TO SECTIONS 11.4.1.3-7, 11.4.3.9 & 11.4.13.

1. WORK SHALL COMPLY WITH THE LATEST EDITION OF THE 2010 FLORIDA BUILDING CODE. IF THERE ARE CONFLICTS BETWEEN THE PLANS DEPICTED AND THE CONTRACTOR'S UNDERSTANDING OF THE SOUTH FLORIDA BUIDLING CODE, THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. DO NOT ALLOW CONSTRUCTION TO DEVIATE FROM THE PLANS WITHOUT SUCH CLARIFICATION. 2. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE DRAWINGS, OR VARIATION ENCOUNTERED IN THE FIELD FROM CONDITIONS SHOWN ON THE PLANS. DO NOT PROCEED TO RESOLVE DISCREPANCIES ON CONFLICTED FIELD CONDITIONS WITHOUT FIRST HAVING NOTIFIED THE ARCHITECT. THIS INCLUDES DIMENSIONS. DIMENSIONS NOTED ON THE DRAWINGS TAKE PRECEDENCE OVER SCALE MEASUREMENTS. 3. ONCE THE BASIC LAYOUT OF THE STRUCTURE AND PARTITIONING IS COMPLETE, NOTIFY THE ARCHITECT TO REVIEW AND APPROVE PRIOR TO PLUMBING & ELECTRICAL INSTALLATIONS. THE CONTRACTOR, NOT THE ARCHITECT, HAS THE RESPONSIBILITY TO ENSURE THAT DIMENSIONS ARE COORDINATED IN THE FIELD AND THE ELEMENTS OF THE PROJECT WILL FIT TOGETHER AS INTENDED. FAILURE TO COORDINATE DIMENSIONS IN ADVANCE WILL NOT BE GROUNDS FOR A REQUEST FOR ADDITIONAL COMPENSATION AND OTHER CLAIMS AGAINST THE OWNER OR ARCHITECT. 4. FLEXIBILITY IN THE INTERPRETATION OF THE DOCUMENTS (PLANS AND NOTES) IS AT THE DISCRETION OF THE ARCHITECT AND OWNER. FEEL FREE TO INQUIRE IN ADVANCE ABOUT THE ACCEPTABILITY OF ALTERNATE CONFIGURATIONS OR DETAILS. 5. BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: “THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.” GARAGE NOTES & FIRE PROTECTION NOTES

97'-3"

SECOND FLOOR SECOND FLOOR LOBBY RAILING DETAIL

23'-414" STRUCTURE SETBACK

A & A DESIGN GROUP, INC.

3" 100'-14

DOOR REQUIREMNTS FOR MEANS OF ESCAPE

4'-0" CLEAR

N O T E S

5" 5'-108

T E C H N I C A L

18'-8"

G E N E R A L

1 MOLDING # 2 SEE SHEET A-12 FOR DETAILS CUT IN 4 EQUAL PIECES AS INDICATED ON THIS ELEVATION

DRYWALL

SEAL

TYPICAL HANDRAIL ELEVATION 2

SHEET NO.

TYPICAL DETAIL

A-4

+19.38' NGVD CONCRETE SLAB 2ND LEVEL

SURFACE MOUNTED DECORATIVE LIGHT

+19.38' NGVD CONCRETE SLAB 2ND LEVEL

PROPERTY LINE

1 A-5

X 150.00'

X O.E.L.

3'-0"

9'-3" AFF EXTERIOR LIGHT

FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0"

METAL CHANNEL FASTENED TO STRUCTURE

SMOKE DETECTORS NOTE

REFLECTED CEILING PLAN LEGEND

1/2" DRYWALL

LED COVE LIGHT 3'-312

MOLDING # CM248

10'-1" AFF 8'-7" AFF

07 E A-5

CEILING DETAIL SCALE: 1/2" = 1'-0"

F A-5

SON'S BED.

4'-3"

CEILING DETAIL SCALE: 1/2" = 1'-0"

POWDER

3'-612"

1 A-5

COFFER TYPICAL SECTION SCALE: 1 1/2" = 1'-0"

SURFACE MOUNTED DECORATIVE LIGHT

FOR COFFERS A, B, C

3'-812"

2'-8"

METAL CHANNEL FASTENED TO STRUCTURE

914"

21'-4"

2'-8"

10'-0" AFF 10'-5" AFF

2'-0"

1'-8"

FLEXIBLE MOLDING MOLDING # CM248

MOLDING # CM248 1/2" DRYWALL 4'-1

121"

9'-1" AFF 1/2" DRYWALL

COFFER A

COFFER B

COFFER C

HYDE PARK CF 654 COFFER HYDE PARK CF 655 COFFER HYDE PARK CF 657 COFFER HYDE PARK MOULDINGS, INC. 110 KENNEDY DRIVE, HAUPPAGE, NY 11788 - PHONE: 631 752 7837 - E-MAIL: info@hyde-park.com - WEBSITE: www.hyde-park.com

SMOKE ALARM SHALL BE INSTALLED IN THE FOLLOWING LOCATION: 1.- IN EACH SLEEPING ROOM 2.- OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3.- ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT BUT NOT INCLUDING CRAWL SPACES AND INHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER THE BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISION OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISION OF NFPA 72. NO SMOKE DETECTORS CAN BE WITHIN 20 FEET OF A COOKING APPLIANCE UNLESS SILEANCEABLE OR PHOTOELECTRIC. NO SMOKE DETECTOR CAN BE 3 FEET OF A KITCHEN OR BATHROOM DOOR OR AN AIR DIFFUSER OR THE BLADE TIPS OF A CEILING FAN. NFPA 72 11.8.3.5 (4+5+6+7) R313.1.1 ALTERATION, REPAIRS AND ADDITIONS. WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNT SHALL BE PROVIDED WITH SMOKE ALARM LOCATED AS REQUIRED FOR NEW DWELLINGS, THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. ALL SMOKE DETECTORS MUST BE HARDWIRED, BATTERY BACK-UP TYPE AND SHALL SOUND OFF SIMULTANEOUSLY. THEY MUST BE KEPT AT LEAST 3 FEET AWAY FROM ANY BATHROOM DOOR OR A/C DIFFUSERS.

EXTERIOR DOWNLIGHT W/ ROUND TRIM WET LOCATION DOWNLIGHT W/ ROUND TRIM DOWNLIGHT W/ SQUARE TRIM DOWNLIGHT WET LOCATION

REVISIONS

JUNCTIONS BOX

SMOKE DETECTOR HANGING DECORATIVE LIGHT FIXTURE SURFACE MOUNTED DECORATIVE LIGHT FIXTURE EXTERIOR HANGING DECORATIVE LIGHT FIXTURE

CEILING DETAIL SCALE: 1/2" = 1'-0"

SON'S BATH.

1 A-5

CEILING COFFER DETAILS SCALE: 1" = 1'-0"

DESCRIPTION

SURFACE MOUNTED GARAGE LIGHT W/ MOTION DETECTOR COFFER A (CF 654). SEE DETAIL ON THIS SHEET. COFFER B (CF 655). SEE DETAIL ON THIS SHEET. COFFER C (CF 657). SEE DETAIL ON THIS SHEET. EXTERIOR WALL MOUNTED LIGHT FIXTURE WET LOCATION

SEAL

BATHROOM EXHAUST FAN UNDER CABINET TASK LIGHT LED COVE LIGHT 12" x 12" A/C DIFFUSER 4" x 36" A/C DIFFUSER

SHEET NO.

6" x 12" A/C DIFFUSER 12" x 12" AIR RETURN

G A-5

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

75.00'

9'-1" AFF

8'- 3 1/2" AFF CENTER OF ARCH

SUNNY ISLES RESIDENCE

X X X

3'-312" (TYP.)

9'-3" AFF EXTERIOR LIGHT

SON'S E CL BATH.

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

X X

EQ EQ

2'-0" SON'S BEDROOM

1'-6"

2'-414"

3'-312" (TYP.)

8" 8'- 1" AFF SHOWER CEILING

PROPERTY LINE

7'-6" SETBACK

CL 4'-0"

CABANA ROOM 9'- 1" AFF C L

9'- 0" AFF LAUNDRY ROOM 9'- 1" AFF

10'-6" AFF

10'-0" AFF

S S

CL 2'-0"

10'-5" AFF

3'-312"

10"

9'-3" AFF EXTERIOR LIGHT

2'-0"

STG.

CL CL CL

8'-6" AFF EXTERIOR LIGHT

FIRST FLOOR REFLECTED CEILING PLAN

GREAT ROOM 2

SCALE: 1/2" = 1'-0"

F.N. NO ID.

DINING

CEILING DETAIL F.N. NO ID. 0.80' EAST

SCALE: 1/2" = 1'-0"

D A-5

9'-8" AFF EXTERIOR LIGHT

25'-0" SETBACK

2'-0"

1'-314"

EQ 1'-4"

' 4.51

CEILING DETAIL

IA. "D

10'-0" AFF

PROPERTY LINE

3'-0"

0 4'-

9'- 1" AFF

8'-7" AFF

POWDER ROOM

CL CL

3" 1'-114

EXTERIOR COVERED ARCHED AREA. REFER TO SHEET A-12 FOR DETAILS

GREAT ROOM 2 COVERED TERRACE

7'-8" AFF EXTERIOR LIGHT

1'-27 8"

9'-8" AFF EXTERIOR LIGHT

OPEN ABOVE

3" 2'-78

12" DIA. CAST CONCRETE COLUMN BEYOND

C A-5

8'-6" AFF EXTERIOR LIGHT

COVE LIGHT J

GREAT ROOM 2

2'-0"

2'-612"

10'-0" AFF

GREAT ROOM 1

20'-0"

11'-1 1/2" AFF 10'-5 1/2" AFF

23'-414" SETBACK

12" DIA. CAST CONCRETE COLUMN BEYOND

CL 9'-0" AFF

READ NOTE # 6 ON SHEET A-6

1'-4"

COFFER # CF656

2'-8"

9'-2" AFF

3" 6'-54

7'-8" AFF EXTERIOR LIGHT

2'-314"

10'-6" AFF

1/2" DRYWALL

CENTERLINE WITH GARAGE DOOR

10'-0" AFF

OPEN ABOVE

DOWNLIGHT

25'-0" SETBACK

10'-0" AFF

COVE LIGHT

GREAT ROOM 1 COVERED TERRACE

3 CAR GARAGE 11'-4 3/8" AFF

1'-712"

6'-1112"

2'-0"

METAL CHANNEL FASTENED TO STRUCTURE

DOWNLIGHT

20'-0"

+19.38' NGVD CONCRETE SLAB 2ND LEVEL

POOL BY OTHERS

75.00'

NORTH BISCAYNE BAY

+19.38' NGVD CONCRETE SLAB 2ND LEVEL

3'-0" 1'-5" CLEAR

1'-7"

2'-018"

3" 2'-04

1'-5"

10'-0" AFF

STAIRS

3'-312"

KITCHEN

2'-212"

SCALE: 1/2" = 1'-0"

EXISTING SEA WALL

10'-1" AFF

683"

CL 5" 3'-45" 3'-48 1'-5" 8 CL COVE LIGHT 3" 9'-98 CL

11'-1 1/2" AFF

3'-314"

7'-10"

KITCHEN

CEILING DETAIL

3" 2'-04

3'-0"

6'-9" AFF EXTERIOR LIGHT

SERVICE ENTRY

11'-1" AFF

15'-814"

COVE LIGHT

LANDSCAPE AREA

6'-9" AFF EXTERIOR LIGHT

4.5'

SCALE: 1/2" = 1'-0"

B A-5

CL C

2'-0" 1'-4"

CEILING DETAIL

6'-9" AFF EXTERIOR LIGHT

KITCHEN 10'-0" AFF

1'-818"

DINING ROOM

10'-5 1/2" AFF 11'-1 1/2" AFF

1/2" DRYWALL

7'-10"

10'-0" AFF 11'-1" AFF

DINING COVERED TERRACE

3'-1012" 3'-314"

1'-4"

WOOD MOLDING

20'-0"

10'-0" AFF 11'-1" AFF

1'-5"

2'-0"

CONT. COVE LIGHT

A A-5

6'-9" AFF EXTERIOR LIGHT

1'-6"

1'-818"

14'-712"

10'-5 1/2" AFF

EQ EQ

3'-0"

1'-10"

6'-1112"

1'-5"

3" 10'-34

1'-712" 2'-212"

' 4.54

MOLDING # CM239

3'-1012"

READ NOTE # 6 ON SHEET A-6

10'-0"

1/2" DRYWALL

7'-6" SETBACK

DOWNLIGHT

A & A DESIGN GROUP, INC.

PROPERTY LINE

F.N. NO ID. 0.70' EAST

F.N. NO ID.

+19.38' NGVD CONCRETE SLAB 2ND LEVEL

METAL CHANNEL FASTENED TO STRUCTURE

+19.38' NGVD CONCRETE SLAB 2ND LEVEL

A-5

2'-0"

9'- 1" AFF

11'- 4" AFF

CL 25'-0" SETBACK

10'- 10" AFF

5'-8" 5'-0"

READ NOTES # 5 & # 6 ON THIS SHEET

11'-712"

LOBBY

12'- 10 1/2" AFF 9'- 1" AFF

11'- 4 1/2" AFF

5'-8"

LIGHTS TO BE CENTERED TO VANITY

SCALE: 1/2" = 1'-0"

METAL CHANNEL FASTENED TO STRUCTURE 6"

11'- 4 1/2" AFF

CLOSET 9'-1" AFF

X EQ

8'-1 3/4" AFF

COVE LIGHT

4'-3"

4'-0" EQ

25'-0" SETBACK

11'-4 1/2" AFF

CL 3" 3'-08

MASTER BEDROOM 13'- 5" AFF

MASTER BATH

PROPERTY LINE

1 A-6

DOWNLIGHT

X 150.00'

1'-612"

BATHROOM 4

SECOND FLOOR REFLECTED CEILING PLAN

BEDROOM 3

CEILING DETAIL F.N. NO ID. 0.80' EAST

SCALE: 1/2" = 1'-0"

D A-6

9'-7" AFF J

10'-111/2" AFF

9'-1" AFF

F.N. NO ID.

CEILING DETAIL

PROPERTY LINE

7'-6" SETBACK

10'-10 1/4" AFF TOP OF ARCH

SAUNA 8'-1" AFF

4'-0"

CENTER OF ARCH

5" 3'-28

CL EQ

STG.

2'-11"

PROPERTY LINE

' 4.51

7'-6" SETBACK

" 6'-118

9'-1" AFF 8'-1 1/2" AFF

CL 10'- 1" AFF

DOOR 07

CL 20'-0"

WOOD MOLDING

5" 3'-28

3'-214"

DECORATIVE SURFACE MOUNTED LIGHT

MASTER COVERED TERRACE

1'-612"

MOLDING # CM248

9'- 3 1/4" AFF

MOLDING # CM239

3'-214"

2'-0"

10'- 3 1/4" AFF

SCALE: 1/8" = 1'-0" 812"

1'-6"

10'-10" AFF

11'-4" AFF 2'-0"

R E F L E C T E D

MOLDING # CM247

WOOD MOLDING

634"

WOOD MOLDING

5'-012"

12'- 10 1/2" AFF 11'- 4 1/2" AFF

1/2" DRYWALL

PROVIDE EXTRA WOOD MOLDING

HYDE PARK CM 239 CROWN MOLDING

METAL CHANNEL FASTENED TO STRUCTURE

06 12" DIA. CAST CONCRETE COLUMN BEYOND

2. 3. 4.

1'-043"

443"

MOLDING # CM239

E A-6

CEILING DETAIL SCALE: 1/2" = 1'-0"

F A-6

BEDROOM 4

CEILING DETAIL SCALE: 1/2" = 1'-0"

GREAT ROOM 1

HYDE PARK CM 247 CROWN MOLDING 412"

METAL CHANNEL FASTENED TO STRUCTURE 512"

1'-0"

DOWNLIGHT 1/2" DRYWALL

HYDE PARK CM 248 CROWN MOLDING

FLEXIBLE MOLDING 9"

9'-7" AFF MOLDING # CM239

PROVIDE LED LIGHT STRIP

MOLDING # CM247

CEILING DETAIL SCALE: 1/2" = 1'-0"

MASTER BEDROOM

CEILING DETAIL SCALE: 1/2" = 1'-0"

MASTER BEDROOM

T Y P I C A L

N O T E S

REFLECTED CEILING PLAN LEGEND

THIS REFLECTED CEILING PLAN IS INTENDED FOR GENERAL LOCATION OF INTERIOR & EXTERIOR LIGHTING, FOR WIRING DIAGRAM REFER TO ELECTRICAL ENGINEER'S CALCULATIONS & ELECTRICAL ENGINEERING DRAWINGS. ALL INTERIOR & EXTERIOR LIGHTING LAYOUTS WILL BE COORDINATED WITH ARCHITECT. EXTRA SWITCHES, EXTRA ELECTRICAL OUTLETS, EXTRA CABLE & NETWORK CONNECTIONS WILL BE COORDINATED WITH OWNER & ARCHITECT DIRECTLY. INTERIOR COVE CEILINGS (1ST FLOOR: KITCHEN, DINING ROOM, POWDER ROOM & SON'S BEDROOM. 2ND FLOOR: BEDROOM 2, BEDROOM 3, BEDROOM 4, MASTER BEDROOM, BATHROOM 2, BATHROOM 3, STAIRS, LOBBY/GREAT ROOM, CORRIDOR 4) ARE PROPOSED CEILING HEIGHTS ON PLANS. STRUCTURAL & ENGINEERING DESIGN WILL DETERMINE THE FEASIBILITY OF THESE PROPOSED CEILING HEIGHTS. COORDINATION WITH ARCHITECT IS A MUST. WHERE A CHANDELIER IS SPECIFIED ON PLANS, GENERAL CONTRACTOR WILL PROVIDE APPROPRIATE BRACING FOR HEAVY CHANDELIER SUPPORT. FOR CHANDELIERS LOCATED IN THE STAIRS, GREAT ROOM/LOBBY 2ND FLOOR, GENERAL CONTRACTOR IN ADDITION TO BRACING, SHOULD PROVIDE A CHANDELIER HOIST LIFT WITH REMOTE CONTROL INSIDE THE CRAWL CEILING SPACE (FLEXI-LIFT CHANDELIER HOIST BY PETER ALBRECHT COMPANY OR SIMILAR). PROVIDE APPROPRIATE ELECTRICAL FEED. ALL SHADED AREAS ON REFLECTED CEILING PLANS INDICATE DROP OR RAISED CEILING AREAS & SHOULD BE COORDINATED WITH ARCHITECT & G.C. FOR THE APPROPRIATE LIGHTING LOCATION & ALL ENGINEERING ALLOWANCES. WHERE IS INDICATED CROWN MOLDINGS ON COVE CEILINGS GENERAL CONTRACTOR WILL PROVIDE APPROPRIATE BLOCKING FOR CROWN MOLDING ATTACHMENT. ALL WOOD BLOCKING SHOULD BE FIRE RETARDANT WOOD & SHOULD BE APPROVED BY INSPECTOR. G.C. & ARCHITECT WILL COORDINATE LOCATION OF ACCESS PANELS TO ROOF TRUSS STRUCTURE & THE LOCATION TO ACCESS PANELS FOR TRANSFORMERS MAINTENANCE FOR LED STRIP LIGHTING. A/C SUBCONTRACTOR SHOULD COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF A/C OUTLETS PRIOR TO INSTALLATION. SHELL CONTRACTOR SHOULD COORDINATE WITH ARCHITECT FOR APPROPRIATE HOLES & VOIDS FOR EXTERIOR LIGHTING J-BOXES.

EXTERIOR DOWNLIGHT W/ ROUND TRIM WET LOCATION DOWNLIGHT W/ ROUND TRIM DOWNLIGHT W/ SQUARE TRIM DOWNLIGHT WET LOCATION

REVISIONS

JUNCTIONS BOX

SMOKE DETECTOR HANGING DECORATIVE LIGHT FIXTURE SURFACE MOUNTED DECORATIVE LIGHT FIXTURE EXTERIOR HANGING DECORATIVE LIGHT FIXTURE

DESCRIPTION

SEAL

BATHROOM EXHAUST FAN UNDER CABINET TASK LIGHT LED COVE LIGHT

4" x 36" A/C DIFFUSER

HYDE PARK CM 220 CROWN MOLDING

H A-6

P L A N

12" x 12" A/C DIFFUSER

PROVIDE EXTRA WOOD MOLDING

11. 12.

612"

8'- 1 3/4" AFF

10'- 11 1/2" AFF

G A-6

10.

COFFER # CF656

CONT. COVE LIGHT

12'-9"

C E I L I N G

SECOND FLOOR REFLECTED CEILING PLAN

SUNNY ISLES RESIDENCE

5'-

75.00'

5'-0" J

BEDROOM 4

5'-0"

10'- 3" AFF

1'-312" (TYP.) EQ

1'-1018"

11'- 4 1/2" AFF

3'-214"

CLOSET 4

10'- 3 1/4" AFF

CLOSET 3 9'- 1" AFF

10'- 1" AFF

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

C BEDROOM 3

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

A & A DESIGN GROUP, INC.

2'-0" D

1'-812"

3'-6"

O.E.L.

COVE LIGHT

'-0

STAIRS

STG.

2'-0"

1'-1018"

7'-6" SETBACK

1" 3'-5 4

8'51 4"

4'-3

1'-1018"

10'- 1" AFF J

4'-0" 9'- 1" AFF 9'-1" AFF CL

COVE LIGHT

1/2" DRYWALL

10 "

11'-712"

EQ J

EQ EQ

EQ CL

5'-8"

LINEN

COVERED TERRACE BELOW

POOL BY OTHERS BELOW

7'-11" AFF

8'-1 1/2" AFF

10'-111/2" AFF

1'-10"

7'-11" AFF

9'- 1" AFF

CL J

3'-0" CLEAR

9'- 3 1/4" AFF

2'-0"

COVERED TERRACE 2

2'-314"

20'-0"

3" 3'-28

BEDROOM 2 13'- 5" AFF

4'-3

4'-0"

3'-214" EQ

8'- 7" AFF

23'-9" AFF

9'-1" AFF

7'-6" SETBACK EQ

10'-1" AFF

3'-112"

DOWNLIGHT

CLOSET 2

2'-0"

CONT. COVE LIGHT 1'-0"

5" 118

FLEXIBLE MOLDING AROUND STAIR WALL

8'- 7" AFF

3'-112"

23'-414" SETBACK

75.00'

NORTH BISCAYNE BAY

METAL CHANNEL FASTENED TO STRUCTURE

C A-6

3'-283"

CL EXISTING SEA WALL

BATH. 2 & 3

SCALE: 1/2" = 1'-0"

CL 4'-114"

2'-0"

BEDROOM 2

CEILING DETAIL

4'-8"

1'-612"

7'-614"

SCALE: 1/2" = 1'-0"

B A-6

2'-1018"

1'-712"

CEILING DETAIL

4.5'

A A-6

20'-0"

ROBERN CABINET BEYOND

CL 3'-1112"

10'-10 1/4" AFF TOP OF ARCH

FLEXIBLE MOLDING

CL 5'8

WOOD MOLDING

10'- 11 1/2" AFF

1'-612"

1'-712"

VARIES 7'-614"

VARIES

COVE LIGHT

" 10

MOLDING # CM247

10'-1" AFF 8'-7" AFF

1'-87 8"

3'-1112"

MOLDING # CM239

5" 1'-88

CONT. COVE LIGHT

5" 6'-78

1'-712"

' 4.54

1'-6"

DECORATIVE SURFACE MOUNTED LIGHT

FLEXIBLE MOLDING AROUND LIGHTED COVE

READ NOTES # 5 & # 6 ON THIS SHEET

1'-1018"

10'-0"

1/2" DRYWALL

PROPERTY LINE

DOWNLIGHT

F.N. NO ID.

F.N. NO ID. 0.70' EAST

METAL CHANNEL FASTENED TO STRUCTURE

HYDE PARK MOULDINGS, INC. 110 KENNEDY DRIVE, HAUPPAGE, NY 11788 - PHONE: 631 752 7837 - E-MAIL: info@hyde-park.com WEBSITE: www.hyde-park.com

SHEET NO.

6" x 12" A/C DIFFUSER 12" x 12" AIR RETURN

A-6

3" 9'-108 5" 1'-108

2'-11" 38'-7"

+ 30.88' (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

6. 7.

2'-0" DOTTED LINE INDICATES GIRDER TRUSS

PROPERTY LINE

4" DOWNSPOUT (TYP.)

X C A-1

D A-1

7'-6" SETBACK

MASTER FLOW EAC SERIES VENT MODEL # EAC16X4BR NFA: 26 SQ IN EACH. (TYP.)

X 3" 30'-34

FAUX WOOD BEAMS RAISED GRAIN DOUBLE BULLNOSE RAFTER TAIL MODEL # RT-9522. (24" O.C. TYP.)

X 150.00'

3" 18'-38

66'-17 8"

1 A-7

ROOF PLAN SCALE: 1/8" = 1'-0"

R E C O M M E N D E D REDLAND TILES FROM CALIFORNIA ATTACHED W/ POLYPRO AH-160 ADHESIVE

W A T E R P R O O F I N G

M A T E R I A L S

R O O F

S U M M A R Y

NOTE 1 - FOR CONCRETE TERRACES:

VENT CALCULATIONS:

SIMPSON STRONG TIE HTSM20. ALLOWABLE LOADS: UPLIFT: 133% 1,045 lbs. 10-10d NAILS TO TRUSS AND 4-1 4x1 3/4 TAPCON SCREWS TO CONCRETE BEAM

DYMONIC100: A ONE-PART, MOISTURE CURING, GUN GRADE POLYURETHANE SEALANT FOR USE IN PRECAST, MASONRY AND INFORMING CANTS.

REQUIRED VENT AREA: PROVIDED ROOF AREA: REQUIRED VENT AREA:

5/8" CDX PLYWOOD NAILED W/ 8d RINK SHANK NAILS @ 6" O.C. AT PANEL EDGES AND AT INTERMEDIATE SUPPORT

VULKEM 350NF BASE COAT: A ONE-PART, LOW ODOR, LOW VOC, POLYURETHANE COATING USED AS THE ELASTOMERIC WATERPROOFING MEMBRANE OF THE SYSTEM.

1 LAYERS OF MIAMI-DADE APPROVED ASTM D-226 TYPE II (#30) BASE FELT 4" HEAD OVERLAP, TINCAPPED @ 6" O.C. IN HIGH PRESSURE ZONES

3" x 3" x 26G CUSTOM 16 OUNCE COPPER DRIP NAILED @ 4" O.C. LED DOWNLIGHT WET LOCATION

R-30 AIR-IMPERMEABLE INSULATION SEE ROOF INSTALLATION NOTE # 7

6" PERIMETER 16 OUNCE COPPER RAIN GUTTER

R5 HARD INSULATION SEE ROOF INSTALLATION NOTE # 7

VULKEM 351 (NOT WHEN TILES ARE TO BE USE)TOP COAT: A ONE-PART, ALIPHATIC POLYURETHANE TOP COAT PROVIDING A CHEMICAL AND UV RESISTANT, COLOR STABLE, WEATHERPROOF WEARING SURFACE. VULKEM PRIMER #171: A ONE-PART, FILM-FORMING PRIMER TO BE USED ON POROUS SURFACES. ALSO USED IN EXPANSION JOINTS SUBJECT TO CONTINUOUS IMMERSION OR SUBJECT TO WATER INTRUSION FROM HYDROSTATIC CONDITIONS. TREMPRIME MULTI-SURFACE URETHANE PRIME: A LOW VOC, QUICK DRYING, TWO-PART PRIMER FOR USE BETWEEN URETHANES AND URETHANES, WOOD, CONCRETE, PVC AND STEEL. AGGREGATE – 40-50 MESH (0.4-0.5MM DIAMETER) SILICA SAND OR ALUMINA OXIDE WHICH IMPARTS A TEXTURED FINISH.

2'-0" (TYP.)

1" x 2" P.T. WOOD

1/2" DRYWALL CEILING OVER 1" x 3" FURRING STRIP @ 16 O.C.

3 .4 '

2'-0"

48'-718"

INSULATION NOTE: ALL INSULATION MATERIAL TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.

1" x 1" CANT BEAD OF DYMONIC 100 SEALANT WINDOW WOOD BUCKING

CONCRETE WINDOW SILL

VULKEM 350NF @ 15 WET MILS, SANDED AT AREAS TO RECEIVE STUCCO FINISH

S P E C S

REVISIONS

ROOF AREA (SF) / 150 3,428.50 SF 3,425.50 SF / 150 = 22.86 SF

PROVIDED VENT MODEL: MASTER FLOW EAC SERIES # EAC16X4BR PROVIDED SQ. IN. VENT MODEL: NFA: 26 SQ. IN. (PER UNIT) PROVIDED VENT DIM. VENT MODEL: 16" x 4" PROVIDED VENTS: 128 UNITS PROVIDED VENT AREA: 23.11 SF (EXCEEDS THE REQUIRED VENT AREA 22.86 SF)

DESCRIPTION

NOTES 1. PRE FABRICATED WOOD TRUSSES @ 24" O.C. (BY OTHERS) SHOP DRAWINGS WILL BE SUBMITTED FOR APPROVAL IN A SEPARATE PERMIT.

VULKEM 350NF @ 25 WET MILS

NOTE 2 - FOR WINDOW / DOOR SILLS:

2. GENERAL CONTRACTOR & TRUSS MANUFACTURER SHALL VERIFY ALL EXISTING DIMENSIONS (OVERHANGS & PITCH) PRIOR TO TRUSSES FABRICATION.

SEAL

2" x 8" WOOD FASCIA

CROWN MOLDING SELECTED BY INTERIOR DESIGNER

MASTER FLOW EAC SERIES VENT MODEL # EAC16X4BR - NFA: 26 SQ IN EACH. (TYP.)

FIRE STOP 1"X4" P.T. WOOD CONT. 5" CHERRY WOOD TONGUE & GROOVE PLANKS

1/2" DRYWALL OVER 1" x 3" FURRING STRIP @ 16 O.C.

FAUX WOOD BEAMS RAISED GRAIN DOUBLE BULLNOSE RAFTER TAIL MODEL # RT-9522. (24" O.C. TYP.)

ALUMINUM WINDOW BY CGI. REFER TO WINDOW SCHEDULE

TYPICAL ROOF DETAIL SCALE: 1/2" = 1'-0"

+ 30.88' (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

7'-6" SETBACK

2'-0"

.51'

SCUPPERS (TYP.)

INSTALL “U”METAL RIDGE NAILER TO ENTIRE HIP AND/OR RIDGE.

2 A-7

62'-17 8"

2'-0"

PLUMBING STACKS AND VENTS: AS FIELD UNDERLAYMENT IS INSTALLED, SET NEW PRIMED VENTS AND LEAD PLUMBING FLASHINGS IN BED OF MODIFIED FLASHING CEMENT OVER FIELD MEMBRANE. INSTALL MODIFIED BITUMEN FIELD MEMBRANE SKIRT OVER VENT AND PLUMBING FLASHING TO EXTEND FLANGE AT LEAST 4”IN “SHINGLE”FASHION DURING FIELD MEMBRANE INSTALLATION TO ELIMINATE BACKWARD LAP.

FIRE STOP 1"X4" P.T. WOOD CONT. NOT TO BE INSTALLED ABOVE 8'-0" AFF

6" PERIMETER COPPER RAIN GUTTER (TYP.)

FOR WATERPROOFING REFER TO NOTE # 1 IN THIS SHEET

PROPERTY LINE

VALLEYS: INSTALL EXTRA PLY BASE FELT CENTERED AND PARALLEL TO VALLEY AND TWO PLY WEAVE AT VALLEY FOR DRY IN. INSTALL A FULL WIDTH SMOOTH SURFACE, SELF-ADHERED, MODIFIED BITUMEN INTERPLAY LEAKBARRIER® PS200 HT CENTERED AND PARALLEL TO VALLEY.

2" x 4" PREFABRICATED WOOD TRUSS @ 24" O.C.

25'-0" SETBACK

26'-3"

FIELD MEMBRANE: INSTALL ONE (1) LAYER OF LEAKBARRIER® PS200HT ICE AND WATER ARMOR A SELF-ADHESIVE, GLASS FIBER REINFORCED, MODIFIED BITUMINOUS ROOFING UNDERLAYMENT ACCORDING TO MIAMI-DADE N.O.A. AND MANUFACTURER’S SPECIFICATIONS TO ENTIRE ROOF DECK.

(1) LAYER OF LEAKBARRIER PS200 HT ICE AND WATER ARMOR ROOFING UNDERLAYMENT

PROPERTY LINE

SUNNY ISLES RESIDENCE

(+ 32' - 11 1/4") + 32.95' TOP OF BEAM MAIN HOUSE

F.N. NO ID. 0.80' EAST

45'-8"

SHADED AREA INDICATES CUT TRUSSES 16". REFER TO SECTIONS A-A & DD.

(+ 32' - 11 1/4") + 32.95' TOP OF BEAM MAIN HOUSE

5'-0"

ROOF PLAN ROOFING DETAIL WATERPROOFING DETAIL

23'-414" SETBACK

BOTTOM OF TRUSS SHOULD BE @ 25' - 2 1/2" HEIGHT FROM 1ST FLOOR LEVEL 0'-00" = 7.00' NGVD

3" 20'-58

A A-1

20' PAVEMENT

2'-0"

+ 28.81' (+ 28' - 9 3/4") TOP OF BEAM BEDROOM 4

NORTH BAY ROAD

60'-0"

75.00'

A A-1

6" PERIMETER COPPER RAIN GUTTER (TYP.)

4.5'

DRIP EDGE: INSTALL NEW COPPER 3”X 3”CUSTOM EAVE DRIP. DRIP EDGE SHALL HAVE A MINIMUM OF ½ -INCH CLEARANCE FROM THE STRUCTURE, DRIP EDGES SHALL BE JOINED BY LAPPING A MINIMUM OF 4 INCHES, INTERIOR OF THE JOINTS SHALL BE COATED WITH APPROVED FLASHING CEMENT AND NAILED WITH AN APPROVED MINIMUM 12 GAUGE ANNULAR RING SHANK NAIL AT 4 INCHES O.C. PRIME ALL NEW METAL SURFACES THAT WILL BE IN CONTACT WITH UNDERLAYMENT, WITH MIAMI-DADE APPROVED ASPHALT PRIMER. INSTALL 9”STRIP OF A SMOOTH SURFACE SELF-ADHERING MODIFIED BITUMEN INTERPLAY LEAKBARRIER® PS200 HT ALONG ENTIRE PERIMETER UNDER DRIP EDGE.

(+ 32' - 11 1/4") + 32.95' TOP OF BEAM MAIN HOUSE

2'-0"

+ 30.88' (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

30'-3"

25'-0" SETBACK

3.14

FOR WATERPROOFING REFER TO NOTE # 1 IN THIS SHEET

2'-11"

INSTALL A SINGLE LAYER OF MIAMI-DADE APPROVED ASTM D 226, TYPE II (#30) BASE FELT (EXTRA PLY IN VALLEYS) WITH A 4-INCH HEAD LAP, MECHANICALLY ATTACHED TO ROOF DECK WITH MINIMUM 12 GAUGE 1-1/4” ANNULAR RING SHANK GALVANIZED ROOFING NAILS AND TIN CAPS NOT LESS THAN 1- 5 / 8 -INCHES AND NOT MORE THAN 2-INCHES IN DIAMETER AND MINIMUM 32 GAUGE GALVANIZED SHEET METAL PER SOUTH FLORIDA BUILDING CODE. IN ADDITION TO CODE NAILING, NAIL SPACING IN ALL HIGH PRESSURE ZONES (3’WIDE STRIP OF ALL PERIMETER, HIPS AND RIDGES) TO BE 6”ON CENTER EACH WAY.

NORTH BISCAYNE BAY

EXISTING SEA WALL

+ 30.88' (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

6" PERIMETER COPPER RAIN GUTTER (TYP.)

+ 30.88' (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

(+ 32' - 11 1/4") + 32.95' TOP OF BEAM MAIN HOUSE

F.N. NO ID.

60'-0"

2'-0"

2'-018"

4'-0"

SHADED AREA INDICATES CUT ON TRUSSES. REFER TO SECTIONS B-B

20'-0"

2'-018"

20'-0"

2'-0"

(+ 28' - 9 3/4") + 28.81' TOP OF BEAM BEDROOM 4

2'-0"

B A-1

2'-0"

14'-2"

F.N. NO ID.

DOTTED LINE INDICATES GIRDER TRUSS

A & A DESIGN GROUP, INC.

3 12

SHADED AREA INDICATES CUT TRUSSES 4 5/8" UP

C.B.

DN 20 19

16 17 18

14 15

2'-0"

O.E.L.

ALL METAL FLASHINGS – VALLEY METAL, EAVE DRIP: 16 OUNCE COPPER

(+ 30' - 10 1/2") + 30.88' TOP OF BEAM BEDROOM 3

75.00'

5'-6" B A-1

(+ 32' - 11 1/4") + 32.95' TOP OF BEAM MAIN HOUSE

2'-0"

3" 14'-74

ROOF TILE ADHESIVE “POLYPRO AH160”. A TWO COMPONENT POLYURETHANE ADHESIVE DESIGNED FOR ADHESIVE SET ROOF TILE APPLICATIONS.

(+ 28' - 9 3/4") + 28.81' TOP OF BEAM BEDROOM 4

SCUPPERS (TYP.)

LANDSCAPE AREA

TILE: REDLAND FROM CALIFORNIA.

6" PERIMETER COPPER RAIN GUTTER (TYP.)

4" DOWNSPOUT (TYP.)

5'-6"

20'-0"

SMART TARGET, LEAKBARRIER® PS200HT ICE AND WATER ARMOR

PROPERTY LINE

2'-0"

FAUX WOOD BEAMS RAISED GRAIN DOUBLE BULLNOSE RAFTER TAIL MODEL # RT-9522. (24" O.C. TYP.)

MASTER FLOW EAC SERIES VENT MODEL # EAC16X4BR NFA: 26 SQ IN EACH. (TYP.)

2'-018"

LEAKBARRIER® PS200HT ICE AND WATER ARMOR

3" 20'-58

33'-57 8"

7'-6" SETBACK

D A-1

C A-1

7'-6" SETBACK

MIAMI-DADE APPROVED ASTM D 226, TYPE II (#30) BASE FELT

3" 30'-34

2'-0"

84'-3"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

M A T E R I A L S F.N. NO ID. 0.70' EAST

S Y S T E M

' 4.54

T I L E

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

3" 99'-94

STRUCTURAL TIE BEAM. REFER TO STRUCTURAL ENGNEERING PLANS

DYMONIC 100: A ONE-PART, MOISTURE CURING, GUN GRADE POLYURETHANE SEALANT FOR USE IN PRECAST, MASONRY AND INFORMING CANTS.

8" C.M.U. BLOCK PERIMETER WALL

VULKEM 350NF BASE COAT: A ONE-PART, LOW ODOR, LOW VOC, POLYURETHANE COATING USED AS THE ELASTOMERIC WATERPROOFING MEMBRANE OF THE SYSTEM.

3. FOR DETAILS, WIND LOAD CALCULATIONS AND FRAMING REFER TO STRUCTURAL ROOF FRAMING PLAN. 4. ROOF PITCH PROVIDED: 12 : 3 5. TYPICAL OVERHANG PROVIDED: 24"

TREMPRIME MULTI-SURFACE URETHANE PRIME - A LOW VOC, QUICK DRYING, TWO-PART PRIMER FOR USE BETWEEN URETHANES AND URETHANES, WOOD, CONCRETE, PVC AND STEEL. AGGREGATE – 40-50 MESH (0.4-0.5MM DIAMETER) SILICA SAND OR ALUMINA OXIDE WHICH IMPARTS A TEXTURED FINISH.

3 A-7

WINDOW SILL WATERPROOFING SCALE: N.T.S.

6. ALL RAIN DRIPS & RAIN GUTTERS & DOWNSPOUTS TO BE MADE OUT OF COPPER. TAKE SITE DIMENSIONS & PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION & INSTALLATION.

SHEET NO.

A-7

5'-0" HIGH ALUMINUM GATE WITH LOCK

13'-3"

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

5'-0" HIGH ALUMINUM GATE WITH LOCK

75'-0" LOT DIMENSION PROPERTY LINE

PROPERTY LINE

FRONT ELEVATION WITHOUT FRONT GATE & WALL

2 A-8

SCALE: 1/8" = 1'-0"

FRONT ELEVATION WITH GATE SCALE: 1/8" = 1'-0" D A-14

A A-13

FOR THIS AREA REFER TO SHEET A-14

FOR THIS AREA REFER TO SHEET A-13

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT (35' - 0" MAX. ALLOWED BUILDING HEIGHT)

LANDSCAPE CGFI

MOLDING F

MOTORIZED ALUMINIUM GATE

BASE MOLDING G

5'-10"

10'-0"

2'-8"

9'-10"

2'-2"

MOLDING H

2'-8"

12'-8"

9'-10"

10'-0"

2'-2"

5'-10"

5" 4'-108 +36 - 46

75'-0" LOT DIMENSION

9'-6" POOL SETBACK

+36 - 46

13'-67 8"

LANDSCAPE CGFI

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

42" AFF RAILING (TYP.)

+ 6.22' NGVD POOL PATIO

+ 7.00' NGVD (+ 7' - 0") 1ST FLOOR

+36 - 46

+39 - 52

EXISTING NEIGHBOURING WALL

+39 - 52

5'-0" HIGH ALUMINUM GATE WITH LOCK

LANDSCAPE CGFI

+ 19.38' NGVD 2ND FLOOR

9'-6" POOL SETBACK

3'-714"

5'-0" HIGH ALUMINUM GATE WITH LOCK

LANDSCAPE CGFI

12" DIA. CAST CONCRETE COLUMN (TYP.)

20" DIA. CAST CONCRETE COLUMN

PROPERTY LINE

NEW 6' HIGH WALL

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

+ 7.00' NGVD 1ST FLOOR

LANDSCAPE CGFI

12" DIA. CAST CONCRETE COLUMN (TYP.)

7'-6" SETBACK PROVIDED

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

34'-518" BUILDING HEIGHT

6'-0"

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

+36 - 46

3'-6" (TYP.)

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

6'-0"

8'-518"

6'-0"

10'-512"

6'-0"

PROPERTY LINE

8'-518"

PROPERTY LINE

SPIRAL STAIRCASE BEYOND

12'-412"

HOUSE WALL BEYOND

34'-518" BUILDING HEIGHT

PANEL APPLIQUE D

HOUSE WALL BEYOND

(+ 31' - 6 1/2") + 31.55' NGVD TOP EXTERIOR TERRACE SLAB

+39 - 52

CAP MOLDING C

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

CAP MOLDING E

+ 32.95' NGVD (+ 32' - 11 1/4") TOP OF BEAM MAIN HOUSE

13'-67 8"

MOLDING B

12'-412"

PLANTER A

BRACKET C

7'-6" SETBACK PROVIDED

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

(+ 7' - 0") + 7.00' NGVD 1ST FLOOR

3'-714"

60'-0" HOUSE DIMENSION

7'-6" SETBACK PROVIDED

5" 4'-108

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

7'-6" SETBACK PROVIDED

60'-0" HOUSE DIMENSION

PROPERTY LINE

75'-0" LOT DIMENSION

FRONT GATE & WALL ELEVATION 6" WIDE DRAINAGE CRATE

BACK ELEVATION SCALE: 1/8" = 1'-0" 5"

CONCRETE DRIVEWAY

9'-0"

LANDSCAPE AREA

1'-812"

PLANTER A APPEARS OVER THE TALLER COLUMNS. QUANTITY: 2

20" x 20" SQUARE SURFACE

MOLDING B

BRACKET C

MOLDING B APPEARS OVER THE SMALLER COLUMNS. QUANTITY: 2

BRACKET C IS SET OVER MOLDING E AND BESIDE COLUMNS AS SHOWN IN FRONT GATE ELEVATION. QUANTITY: 4 7 8"

DESCRIPTION 1'-643"

PANEL APPLIQUE D MOLDING B APPEARS OVER THE SMALLER COLUMNS. QUANTITY: 2

143" 7 8"

7 8"

PROPERTY LINE

1312"

143"

FRONT GATE & WALL FLOOR PLAN SCALE: 1/8" = 1'-0"

3 116 "

13 16"

CAP MOLDING E

MOLDING F

CAP MOLDING APPEARS OVER 6'-0" HIGH WALLS AS SHOWN IN FRONT GATE ELEVATION

MOLDING F WRAPS AROUND THE COLUMNS IN VARIOUS HEIGHTS AS SHOWN IN THE FRONT GATE ELEVATION

7 8"

2'-085"

112" 11"

5 A-8

143"

7 16"

1 3/16"

2'-383"

1/2"

2'-983"

75'-0"

3'-0"

F.N. NO ID.

PROPERTY LINE

11 116 "

SEAL

7 16"

13 416 "

412"

1/4"

2'-6" / 2'-10" 7 8"

1 3/16"

4'-0" 512" 185"

21" x 21" SQUARE SURFACE

PLANTER A

F.N. NO ID.

2'-4" / 2'-8"

1'-9"

143"

LANDSCAPE AREA

183" 218"

2'-8"

PROPERTY LINE

REVISIONS

1'-10"

25'-10"

6'-6"

25'-10"

1% 1%

5'-10"

1'-8"

SIDE VIEW CAP MOLDING I

7 8"

10'-0"

2'-334"

1'-143" 8"

24'-8" 25'-0" SETBACK

25'-0" SETBACK

25'-10"

118"

9'-10" 12'-8"

25'-10"

1'-6"

2'-2"

2'-8"

9'-10"

112" PANEL APPLIQUE 1 1/2" DEEP

2'-8"

3/4" (TYP.)

5'-0" HIGH ALUMINUM GATE WITH LOCK

278"

2'-2"

1'-6"

5'-0" HIGH ALUMINUM GATE WITH LOCK

1'-6"

1'3"

5'-943"

26" x 18" CONCRETE COLUMN

12'-0" ALUMINUM GATE

26'-6" STRUCTURE SETBACK

30" x 18" CONCRETE COLUMN

26" x 18" CONCRETE COLUMN

7'-6" SETBACK

21'-0" GARAGE WIDTH

MOTORIZED GATE OPENER

1'-1012"

GARAGE

443"

DRIVEWAY

2'-6" / 2'-10"

30" x 18" CONCRETE COLUMN

SCALE: 1/8" = 1'-0"

4 A-8

3 A-8

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

60'-0" HOUSE DIMENSION

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

34'-518" BUILDING HEIGHT

3" 11'-04

3" 2'-04

EXISTING NEIGHBOURING WALL (+ 4' - 6") + 4.50' NGVD GARAGE LEVEL

75'-0" LOT DIMENSION

PROPERTY LINE

1 A-8

(+ 17' - 9") + 17.75' NGVD 2ND FLOOR BEDROOM 4

SUNNY ISLES RESIDENCE

FOR THIS AREA REFER TO SHEET A-12

7'-6" SETBACK PROVIDED

(+ 7' - 0")

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

7'-6" SETBACK PROVIDED

(+ 32' - 11 1/4") + 32.95' NGVD TOP OF BEAM MAIN HOUSE (+ 30' - 10 1/2") + 30.88' NGVD TOP OF BEAM BEDROOM 3 (+ 28' - 9 3/4") + 28.81' NGVD TOP OF BEAM BEDROOM 4

FRONT ELEVATION FRONT ELEVATION WITH GATE WALL ENTRY GATE ELEVATION BACK ELEVATION

A A-12

60'-0" HOUSE DIMENSION

M S

1'-114"

(+ 4' - 6") + 4.50' NGVD GARAGE LEVEL

42" HIGH RAILING

6'-0"

21'-0" GARAGE WIDTH

+ 7.00' NGVD 1ST FLOOR

11'-6"

3" 11'-04

EXISTING NEIGHBOURING WALL

+39 - 52

12'-412"

(+ 17' - 9") + 17.75' NGVD 2ND FLOOR BEDROOM 4

+39 - 52

6'-0"

DOTTED LINE INDICATES FRONT GATE & WALL PERIMETER

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

+39 - 52

3'-714"

+39 - 52

7'-6" SETBACK PROVIDED

+36 - 46

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

+ 30.88' NGVD (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

13'-3"

9'-1" MANTAIN

20'-0" 2ND FLOOR WIDTH

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

3" 2'-04

34'-518" BUILDING HEIGHT

M S

9'-712" MAINTAIN

9'-107 8" MAINTAIN

9'-6" MAINTAIN

+ 19.38' 2ND FLOOR

1'-114"

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

+39 - 52

(+ 32' - 11 1/4") + 32.95' NGVD TOP OF BEAM MAIN HOUSE (+ 30' - 10 1/2") + 30.88' NGVD TOP OF BEAM BEDROOM 3 (+ 28' - 9 3/4") + 28.81' NGVD TOP OF BEAM BEDROOM 4

34'-518" BUILDING HEIGHT

2'-07 8" 5" 4'-108

3" 6'-118 11'-6"

+39 - 52

3'-714"

+ 7.00' NGVD (+ 7' - 0") 1ST FLOOR

+39 - 52

7'-6" SETBACK PROVIDED 12'-412"

34'-518" BUILDING HEIGHT

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

+ 30.88' NGVD (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 3

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

A & A DESIGN GROUP, INC.

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

2'-07 8" 5" 4'-108

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

3" 6'-118

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

SHEET NO. 3'-4" / 3'-8"

TOP VIEW CAP MOLDING I 312"

6 A-8

TYPICAL CAST CONCRETE DETAILS SCALE: N.T.S.

312"

BASE MOLDING G

BASE MOLDING H

CAP MOLDING I

BASE MOLDING G WRAPS AROUND THE COLUMNS INSIDE & OUTSIDE THE GATE WALL

BASE MOLDING H WRAPS AROUND THE GATE WALLS AS SHOWN IN THE FRONT GATE ELEVATION

MOLDING C APPEARS ON TOP OF THE COLUMNS AS PER THE GATE ELEVATION AND IS SQUARE. WIDTH OF THE MOLDING VARIES DEPENDING ON COLUMN WIDTH. QUANTITY: (2) 3'-4" x 2'-8" & (2) 3'-8 x 2'-8"

A-8

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

STAIRS

(+ 17' - 9") + 17.75' NGVD 2ND FLOOR BEDROOM 4

CL 25'-0"

14 (+ 4' - 6") + 4.50' NGVD GARAGE LEVEL

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

3 CL

EXISTING SEA WALL

13'-414" POOL WIDTH

PROPERTY LINE

40'-3" WALL TO WALL

FOR FOUNDATIONS REFER TO FIRST STRUCTURAL ENGINEER DRAWINGS SHEET S-2 (TYP.)

(4) STEPS OF 12" TREADS & 6 3/4" RISERS

150'-0" LOT DIMENSION

+36 - 46

D A-11

CHRISTMAS CGFI 10'- 0 3/4" ABOVE GARAGE FLOOR

A A-15

(+ 3' - 4 13/16")+ 3.40' CROWN OF THE ROAD

(+ 3' - 4 13/16") + 3.40' CROWN OF THE ROAD

+36 - 46

FOR THIS AREA REFER TO SHEET A-15

25'-0" SETBACK

10'-0"

NORTH BAY ROAD PROPERTY LINE

SUNNY ISLES RESIDENCE

3" 5'-28

+ 4.50' NGVD TOP OF SEA WALL

SECTION A-A

A A-9

SCALE: 1/8" = 1'-0" B A-13

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

B A-12

FOR THIS AREA REFER TO SHEET A-13

FOR THIS AREA REFER TO SHEET A-12

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

CUSTOM COPPER DOWNPIPE

30'-97 8"

10'-0"

+ 19.38' 2ND FLOOR

20" DIA. CAST CONCRETE COLUMN

+39 - 52

+39 - 52 42" AFF RAILING 36" AFF RAILING

03 CGFI

+ 7.00' 1ST FLOOR

+41 - 54

+ 7.00' 1ST FLOOR

ALIGN

CGFI

13'-3"

10'-0" PROPERTY LINE

(+ 7' - 0")

+39 - 52

3" 10'-04

3'-0" CLEAR

+ 6.22' POOL PATIO

ALIGN

9'-3" MAINTAIN

7'-0" POOL SETBACK PROVIDED 12'-412"

+ 19.38' 2ND FLOOR

7'-7" MAINTAIN

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

+ 7.00' NGVD 1ST FLOOR

CUSTOM COPPER DOWNPIPE

ALIGN

(+ 17' - 9") + 17.75' NGVD 2ND FLOOR BEDROOM 4

PROPERTY LINE

25'-0" SETBACK REQUIRED AND PROVIDED 25'-0"

14 (+ 4' - 6") + 4.50' NGVD GARAGE LEVEL

+ 4.50' NGVD TOP OF SEA WALL + 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

LANDSCAPE CGFI

EXISTING SEA WALL

6'-0" HIGH ALUMINUM FENCE. SEE TYPICAL SAFETY BARRIER NOTE ON SHEET A-3 (TYP.)

EXTERIOR SHOWER

6'-0" HIGH ALUMINUM GATE WITH LOCK

+36 - 46

HOSE BIB 6" AFF

SECTION A-A SIDE ELEVEATION - SOUTH WINDOWS & DOORS CONSTRUCTION DETAILS

23'-414" SETBACK

ALIGN

5" MAINTAIN 8'-08

12'-2"

42" AFF RAILING

(+ 32' - 11 1/4") + 32.95' NGVD TOP OF BEAM BEDROOM 3 (+ 30' - 10 1/2") + 30.88' NGVD TOP OF BEAM BEDROOM 4

35'-0" MAXIMUM ALLOWED RESIDENCE HEIGHT

+41 - 54

35'-0" MAXIMUM ALLOWED RESIDENCE HEIGHT

2'-0" (TYP)

9'-712" MAINTAIN

OUTLOOKERS

8'-0" MAINTAIN

+ 31.55' NGVD (+ 31' - 6 1/2") TOP EXTERIOR TERRACE SLAB

3" 2'-04

COPPER FLASHING ALL AROUND

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

3" 6'-118

3" 6'-38

COPPER FLASHING ALL AROUND

3" 11'-04

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

CL (+ 3' - 4 13/16") + 3.4' CROWN OF THE ROAD

5'-0" HIGH ALUMINUM GATE WITH LOCK

HOSE BIB 6" AFF

10'-0"

150'-0" LOT DIMENSION

10'-0"

NORTH BAY ROAD

PROPERTY LINE

SIDE ELEVATION - SOUTH

B A-9

SCALE: 1/8" = 1'-0" DECORATIVE WOOD MOLDING

1" SGP CLEAR LAMINATED GLASS

MASONRY OPENING

SCALE: 3" = 1'-0"

DOOR FRAME

1 A-9

WOOD SHIM 1/4" MAX. WINDOW OPERATOR 1" x 2" P.T. WOOD BUCK

WINDOW DIMENSION

MASONRY OPENING

1" x 2" P.T. WOOD BUCK

FIXED WINDOW DETAIL SCALE: 3" = 1'-0"

WOOD SHIM 1/4" MAX. DECORATIVE WOOD MOLDING

1/4" x 3" FH TAPCON 6" FROM CORNER, 16" O.C. 1/4" DIA. HEX HEAD TAPCON FASTENER (TYP.) BUCK BED IN SEALANT (TYP.)

SEAL HEAD OF SILL SCREWS

1/2" TYPE X GYPSUM BOARD

1/4" DIA. HEX HEAD TAP-CON FASTENER (TYP.)

7'-6" SETBACK PROVIDED

8" x 8" REINFORCED CONCRETE LINTEL

3'-0"

TYPICAL DECORATIVE PLINTH BLOCK FLOOR FINISH FLOOR LEVEL

DESCRIPTION

PROPERTY LINE 3'-8"

4" REINFORCED CONCRETE BLOCK WALL

33" x 36" POOL HEATER EXISTING NEIGHBOURING WALL

1'-2" CLEAR

BACKBEAD SEALANT (TYP.)

PERIMETER CAULKING (TYP.)

3 116 "

BACKBEAD SEALANT (TYP.) 3/4" LIG CLEAR LAMINATED GLASS

CUSTOM "2X" WOOD BUCK. SEE DETAIL

TYPICAL DECORATIVE MOLDING

3 116 "

CUSTOM "2X" WOOD BUCK. SEE DETAIL

1/2" TYPE X GYPSUM BOARD

BACKBEAD SEALANT (TYP.)

WINDOW DIMENSION

BUCK BED IN SEALANT (TYP.)

3/4" LIG CLEAR LAMINATED GLASS

MASONRY OPENING

1/4" DIA. HEX HEAD TAPCON FASTENER (TYP.)

143"

DOOR TRANSOM DETAIL

1/4" x 3" FH TAPCON 6" FROM CORNER, 16" O.C. 3/4" MAX. EXTERIOR WALL STUCCO

1" SGP CLEAR LAMINATED GLASS

8" CONCRETE BLOCK WALL

5'-214"

SCALE: 3" = 1'-0"

BACKBEAD SEALANT (TYP.)

SEAL

+ 7.00' 1ST FLOOR (0' - 0")

8" THK. REINFORCED CONCRETE SLAB

3'-6"

+ 3.4' CROWN OF THE ROAD

WOOD SHIM 1/4" MAX.

SHEET NO. 643"

5 A-9

WOOD SHIM 1/4" MAX.

+ 19.38' 2ND FLOOR

MAX.

DOOR LEG DETAIL

1" x 2" P.T. WOOD BUCK

4 A-9

8" THK. CONCRETE SLAB

3 4"

143"

1/4" DIA. HEX HEAD TAP-CON FASTENER (TYP.)

REVISIONS

DECORATIVE WOOD MOLDING

3'-8"

143"

3/4" MAX. EXTERIOR WALL STUCCO

1/4" DIA. HEX HEAD TAP-CON FASTENER (TYP.)

WOOD SHIM 1/4" MAX. DOOR TRANSOM DIMENSION

DOOR DIMENSION

BACKBEAD SEALANT (TYP.)

PERIMETER CAULKING (TYP.)

DOOR DIMENSION

1" x 2" P.T. WOOD BUCK

MASONRY OPENING

1" SGP CLEAR LAMINATED GLASS

1/2" TYPE X GYPSUM BOARD

PERIMETER CAULKING (TYP.)

WOOD SHIM 1/4" MAX. BACKBEAD SEALANT (TYP.)

2" x 4" P.T. WOOD BUCK

DECORATIVE WOOD MOLDING

1/4" x 3" FH TAPCON 6" FROM CORNER, 16" O.C. 2" x 4" P.T. WOOD BUCK

2" x 4" P.T. WOOD BUCK

1/2" TYPE X GYPSUM BOARD

DOOR DIMENSION

BACKBEAD SEALANT (TYP.)

BUCK BED IN SEALANT (TYP.)

1 8"

1/4" DIA. HEX HEAD TAP-CON FASTENER (TYP.)

3/4" MAX. EXTERIOR WALL STUCCO

MASONRY OPENING

DOOR FRAME

3/4" MAX. EXTERIOR WALL STUCCO

BUCK BED IN SEALANT (TYP.)

MASONRY OPENING

1/2" TYPE X GYPSUM BOARD 1" x 2" P.T. WOOD BUCK

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

+ 6.22' POOL PATIO

(+ 7' - 0")

5" 11'-18

3'-0" CLEAR

ALIGN

+39 - 52

(+ 32' - 11 1/4") + 32.95' NGVD TOP OF BEAM BEDROOM 3 (+ 30' - 10 1/2") + 30.88' NGVD TOP OF BEAM BEDROOM 4

35'-0" MAXIMUM ALLOWED RESIDENCE HEIGHT

10'-0"

11'-6" MOLDING # 2

9'-11"

12'-412"

12" DIA. CAST CONCRETE COLUMN

PROPERTY LINE

+39 - 52

05 42" AFF RAILING

CUSTOM COPPER DOWNPIPE

13'-3"

20" DIA. CAST CONCRETE COLUMN

7'-0" POOL SETBACK PROVIDED

11'-37 8"

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

2'-918"

23'-414" SETBACK

08 CHANDELIER

ALIGN

9'-712" MAINTAIN

3" 1'-98

3" 8'-28

12'-2" 30'-97 8"

42" AFF RAILING

2'-0" (TYP)

35'-0" MAXIMUM ALLOWED RESIDENCE HEIGHT

+ 31.55' NGVD (+ 31' - 6 1/2") TOP EXTERIOR TERRACE SLAB

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

3" 6'-118

3" 2'-04

COPPER FLASHING ALL AROUND

3" 11'-04

4'-2"

3" 6'-38

FLEXILIFT CHANDELIER HOIST. SEE NOTE # 6 ON SHEET A-6

A & A DESIGN GROUP, INC.

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

+ 7.00' NGVD 1ST FLOOR

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

3/4" MAX. EXTERIOR WALL STUCCO

2 A-9

CASEMENT WINDOW DETAIL SCALE: 3" = 1'-0"

3 A-9

DOOR SECTION DETAIL SCALE: 3" = 1'-0"

6 A-9

TYPICAL POOL HEATER SECTION SCALE: 1/4" = 1'-0"

A-9

30'-97 8" 7'-0" SETBACK PROVIDED

3'-9" 10'-0"

+ 7.00' 1ST FLOOR

12'-412"

3'-0" CLEAR

PROPERTY LINE + 6.22' POOL PATIO

CGFI

(+ 7' - 0") + 7.00' NGVD 1ST FLOOR

25'-0"

+ 4.50' NGVD TOP OF SEA WALL

REFER TO SHEET A-16

CHRISTMAS CGFI 5'-0" ABOVE GARAGE FLOOR

+ 3.40' (+ 3' - 4 13/16") CROWN OF THE ROAD

HOSE BIB 24" ABOVE GARAGE FLOOR

5'-0" HIGH ALUMINUM GATE WITH LOCK

10'-0"

LANDSCAPE CGFI 8" x 16" "0" BLOCK WITH SCREEN FLUSH WITH FLOOR = 54 SQ. IN. OF CLEAR OPENING (TYPICAL NOTE FOR 5 OPENINGS)

CUSTOM COPPER DOWNPIPE

150'-0" LOT DIMENSION

NORTH BAY ROAD

RECESSED 4" THK CBS WALL

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

6'-0" HIGH ALUMINUM FENCE. SEE TYPICAL SAFETY BARRIER NOTE ON SHEET A-3 (TYP.)

HOSE BIB 6" AFF

EXISTING SEA WALL

SIDE ELEVATION - NORTH + 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

14'-012"

3" 11'-48 2'-0"

10'-0" PROPERTY LINE

MOLDING # 30 MOLDING # 49

B A-10

12'-2"

30'-97 8"

5" 9'-88

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

23'-414" SETBACK PROVIDED

1'-4"

1 HOUR FIRE RATED GARAGE CEILING WITH A 5/8" TYPE X GYPSUM BOARD ON A 1" x 3" FURRING STRIPS @ 16" O.C. ON METAL STRUCTURE FASTENED TO CONCRETE @ 24" O.C. AS PER 2010 SOUTH FLORIDA BUILDING CODE

NORTH BAY ROAD

42" AFF HANDRAIL

7'-0" POOL SETBACK PROVIDED

12" DIA. CAST CONCRETE COLUMN

10'-0"

3'-0" CLEAR

PROPERTY LINE + 6.22' POOL PATIO

(+ 7' - 0") + 7.00' NGVD 1ST FLOOR + 4.50' NGVD TOP OF SEA WALL

FIRE RATED WALL BETWEEN GARAGE & LIVING SPACES PROVIDED BY 5/8" TYPE X GYPSUM BOARD ATTACHED BY Z-CHANNELS ON GARAGE SIDE AND THE SAME ON LIVING SPACES WITH R-3 INSULATION.

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

13'-414" POOL WIDTH

FOR FOUNDATIONS REFER TO FIRST STRUCTURAL ENGINEER DRAWINGS SHEET S-2 (TYP.)

150'-0" LOT DIMENSION

SECTION B-B SIDE ELEVATION - NORTH SPIRAL STAIRCASE DETAILS

10'-0"

12" DIA. CAST CONCRETE COLUMN

1'-612"

8'-0" (TYP.)

13'-3"

10'-0"

2'-0"

9'-0" (TYP.) 2'-0"

10'-0"

+ 3.40' (+ 3' - 4 13/16") CROWN OF THE ROAD

INVUE SQS SOLAS SERIES SQUARE WALL LIGHT MODEL # AVU082418

6" x 6" LALLY COLUMN

9'-718"

2'-0"

9'-11"

23'-9"

10'-10"

3" 11'-58

3" 11'-04

20" DIA. CAST CONCRETE COLUMN

4'-7"

+ 3.4' (+ 3' - 4 13/16") CROWN OF THE ROAD

(+ 31' - 6 1/2") + 31.55' NGVD TOP EXTERIOR TERRACE SLAB

+ 4.50' NGVD (+ 4' - 6") GARAGE LEVEL

25'-0"

3" 6'-38 GIRDER TRUSSES

25'-0" SETBACK REQUIRED AND PROVIDED

GIRDER TRUSSES

12'-412"

35'-0" MAXIMUM ALLOWED RESIDENCE HEIGHT

+ 17.75' NGVD (+ 17' - 9") 2ND FLOOR BEDROOM 4

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

FLEXILIFT CHANDELIER HOIST. SEE NOTE # 6 ON SHEET A-6

3" 6'-118 3" 2'-04

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

+ 32.95' NGVD (+ 32' - 11 1/4") TOP OF BEAM BEDROOM 3 + 30.88' NGVD (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 4

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

9'-1"

SCALE: 1/8" = 1'-0"

12'-5"

A A-10

PROPERTY LINE

SUNNY ISLES RESIDENCE

PROPERTY LINE

EXISTING SEA WALL

PROPERTY LINE

SECTION B-B SCALE: 1/8" = 1'-0" 42" AFF RAILING WITH ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

MOLDING # 31 BALUSTER # 48

BEDROOM 2

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

1'-0 12" 42" RAILING WITH ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

MOLDING # 32

42" AFF RAILING

AR SLA

E 5'-8" CL

ING

B OPEN

5'-8

4 3

36" AFF RAILING WITH ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

COVERED TERRACE 2

UP 12

3'-6" AFF

G OP EN

IN CL

EA R

42" AFF RAILING

SEAL

EXTERIOR TERRACE + 31.55' NGVD (+ 31' - 6 1/2") TOP EXTERIOR TERRACE SLAB

CL 485" 543"

(+ 19' - 0 1/2") + 19.04' NGVD 2ND FLOOR TERRACE

5'-6"

MOLDING # 32

12" CAST CONCRETE COLUMN (TYP.)

5'-6"

42" AFF RAILING

SCALE: 1/2" = 1'-0"

INVUE SQS LIGHT FRONT ELEVATION

+ 19.04' NGVD (+ 19' - 0 1/2") 2ND FLOOR TERRACE

36" AFF RAILING

SPIRAL STAIRCASE ELEVATION

36" AFF RAILING

20 TREADS W/ 7 1/2" RISERS EQUALS TO 12'-6" RISE OF FLIGHT

1 A-10

DESCRIPTION

DN 20

COVERED TERRACE 2

NIN

42" AFF RAILING

+ 19.04' NGVD (+ 19' - 0 1/2") 2ND FLOOR TERRACE

5'-0" STAIRCASE DIA.

AR 10 SL AB OP E

CUSTOM COPPER SCUPPER BEYOND

4 UP

INVUE SQS SOLAS SERIES SQUARE WALL LIGHT MODEL # AVU082418

1112"

42" AFF RAILING

5'-6"

SLAB EDGE 4" CLEAR FROM RAILING

36" AFF RAILING WITH ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

CENTERLINE RAILING 4" FROM SLAB EDGE

5'-6"

MOLDING # 34

SLAB EDGE 4" CLEAR FROM RAILING

5'-6"

12'-6" SLAB TO SLAB RISE OF FLIGHT

COLUMN # 35

3'-6" AT STAIRS

712" TYP.

MOLDING # 33

42" AFF RAILING

DOTTED LINE INDICATES OPENING OF 5'-8" DIA. IN TOP TERRACE SLAB

36" AFF RAILING

DOTTED LINE INDICATES OPENING OF 5'-8" DIA. IN TOP TERRACE SLAB

36" AFF RAILING

5'-6"

5'-

36" AFF RAILING WITH ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

REVISIONS

1'-0 12"

(+ 31' - 6 1/2") + 31.55' NGVD TOP EXTERIOR TERRACE SLAB

7 1416 "

3'-6" AFF

5'-8" DIA. CLEAR SLAB OPENING

MOLDING # 47

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

3" 6'-38

FANTECH RVF 8XL

12"

+39 - 52

23'-414" SETBACK

ALIGN

5'-214"

CUSTOM COPPER DOWNPIPE

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

6'-9"

20" DIA. CAST CONCRETE COLUMN

+ 19.38' 2ND FLOOR

+ 13.19' MIDDLE LANDING

CUSTOM COPPER DOWNPIPE

+41 - 54

10'-0"

42" AFF RAILING

9'-0"

ALIGN

SPIRAL STAIRCASE BEYOND

6'-9"

+ 19.38' 2ND FLOOR

OUTLOOKERS

12'-2"

9'-0" MAINTAIN

7'-7" MAINTAIN

8'-0" MAINTAIN

7'-7" MAINTAIN

+41 - 54

+39 - 52

CL 13'-3"

7'-7" MAINTAIN

3" 6'-118 3" 2'-04 3" 11'-04

34'-518" MAXIMUM ALLOWED RESIDENCE HEIGHT

+41 - 54

2'-0" (TYP)

(+ 31' - 6 1/2") + 31.55' NGVD TOP EXTERIOR TERRACE SLAB

+ 4.50' NGVD (+ 4' - 6") GARAGE LEVEL

+ 3.4' (+ 3' - 4 13/16") CROWN OF THE ROAD

10'-0"

ALIGN

25'-0" SETBACK REQUIRED AND PROVIDED

PROPERTY LINE

35'-0" MAXIMUM ALLOWED RESIDENCE HEIGHT

+ 17.75' NGVD (+ 17' - 9") 2ND FLOOR BEDROOM 4

+39 - 52

OUTLOOKERS

2'-0" (TYP)

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

COPPER FLASHING ALL AROUND

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

+ 32.95' NGVD (+ 32' - 11 1/4") TOP OF BEAM BEDROOM 3 + 30.88' NGVD (+ 30' - 10 1/2") TOP OF BEAM BEDROOM 4

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

A & A DESIGN GROUP, INC.

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

2 A-10

SPIRAL STAIRCASE FLOOR PLAN SCALE: 1/2" = 1'-0"

COVERED TERRACE 2 LEVEL

MOLDING # 32

12" CAST CONCRETE COLUMN (TYP.)

5'-6"

42" AFF RAILING

3 A-10

SPIRAL STAIRCASE FLOOR PLAN SCALE: 1/2" = 1'-0"

COVERED TERRACE 2 LEVEL

4 A-10

INVUE SQS SOLAS SERIES SQUARE WALL LIGHT MODEL # AVU082418

INVUE SQS LIGHT SIDE ELEVATION MOLDING # 32

SPIRAL STAIRCASE FLOOR PLAN SCALE: 1/2" = 1'-0"

TOP TERRACE LEVEL

SHEET NO.

A-10

20'-0"

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

14'-1014"

14'-414"

12 1 " -1

314"

12'-2 1/2"

PANEL APPLIQUE # 9

7'-2 1/2"

MOLDING # 2

PANEL APPLIQUE # 9

BASE MOLDING # 5

PROPERTY LINE

1'-2"

PLINTH BLOCK # 50

BASE MOLDING # 15

75'-0" LOT DIMENSION

SECTION C-C

SCALE: 1/4" = 1'-0"

FRONT ENTRANCE

PLINTH BLOCK # 50 VULCAN WATERPROOFING

3'-714" PROPERTY LINE

60'-0" HOUSE DIMENSION

+ 7.00' NGVD 1ST FLOOR

1'-4"

8" 1'-4"

7'-2 1/2"

PANEL APPLIQUE # 8

BASE MOLDING # 5

6'-212"

36" HIGH DECORATIVE RAILING

1'-2"

BASE MOLDING # 5 OVER MARBLE MARBLE OVERHANG 1" ARCH ABOVE

12" (TYP.)

63" (TYP.) 7'-212" 4

2'-6"

LANDSCAPE AREA

2'-6"

12'-212"

PROPERTY LINE

75'-0" LOT DIMENSION

2 A-11

1'-10"

LANDSCAPE AREA

(4) STEPS OF 12" TREADS & 6 3/4" RISERS

1'-2"

3" 3'-104

7'-212"

+ 7.00' NGVD 1ST FLOOR

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

8" 10'-1012"

1'-10"

BASE MOLDING # 5

PANEL APPLIQUE # 7

PANEL APPLIQUE # 8

DOTTED LINE INDICATES END OF SLAB

COVERED ENTRY

10"

10'-10 1/2" PANEL APPLIQUE # 7

3" 3'-104

14'-1014"

MOLDING # 3

14'-414"

MOLDING # 3

7'-6" SETBACK PROVIDED

MOLDING # 2

12'-2 1/2"

2'-2"

3'-714"

MOLDING # 2

(+ 7' - 0")

7'-6" SETBACK PROVIDED

MOLDING # 6

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

(+ 7' - 0")

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

BASE MOLDING # 15

10"

NEW 6' HIGH WALL

3'-434"

MARBLE FLOOR 24" x 24"

3" 64

+ 19.38' NGVD 2ND FLOOR

1" 5'-7 4

6'-1 1 4"

8'-912"

11 ROWS OF QUOINS 1'-0" HEIGHT, RANDOM LENGTH OVER 8" THK. CONCRETE WALL

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

12'-412"

34'-518" BUILDING HEIGHT

13'-67 8"

34'-518" BUILDING HEIGHT

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

CL EXISTING NEIGHBOURING WALL

+ 7.00' NGVD 1ST FLOOR

MOLDING # 1

BASE MOLDING # 5

SICIS TILE (TYP.)

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

FRONT ENTRANCE

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

5" 4'-108

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

(+ 32' - 11 1/4") + 32.95' NGVD TOP OF BEAM MAIN HOUSE

SCALE: 1/4" = 1'-0"

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

+ 32.95' NGVD (+ 32' - 11 1/4") TOP OF BEAM MAIN HOUSE

FRONT ELEVATION B

B A-11

FLEXILIFT CHANDELIER HOIST. SEE NOTE # 6 ON SHEET A-6

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT + 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

SECTION A-A

A A-11

SCALE: 1/8" = 1'-0"

7'-012"

1 A-11

SECTION D-D SCALE: 1/8" = 1'-0"

SECTION C-C

C A-11

SCALE: 1/4" = 1'-0"

FRONT ENTRANCE PLAN VIEW

3 A-11

FRONT ENTRANCE

SCALE: 1/4" = 1'-0"

FRONT ENTRANCE

1/2"

MOLDING # 12

MOLDING # 13

MOLDING # 15

MOLDING # 10 APPEARS IN FRONT ELEVATION TOP

MOLDING # 11 APPEARS IN SECTION 1-1

MOLDING # 12 APPEARS IN FRONT ELEVATION TOP

MOLDING # 13 APPEARS IN SECTION 1-1 BELOW WINDOW # 5

MOLDING # 15 APPEARS IN FRONT ELEVATION & SECTION 1-1

TYPICAL DECORATIVE CAST CONCRETE MOLDING DETAILS

2'-918"

MOLDING # 11

SCALE: N.T.S.

3'-1143" 8"

8" THK. REINFORCED CONCRETE WALL

7'-012" 6'-412"

14'-1114"

12'-818"

16"

6'-214"

16-912"

BASE MOLDING # 5

SEAL

1'-1014"

BASE MOLDING # 5

+ 7.00' NGVD 1ST FLOOR

BASE MOLDING # 15

12"

1/2"

MOLDING # 10

4'-183"

5'-643"

+ 7.00' NGVD 1ST FLOOR

PLAN VIEW

4 A-11

8" 1'-28"104" 4"

3 1/2"

6'-212"

PANEL APPLIQUE # 7

643"

1 4"

PANEL APPLIQUE # 9

PANEL APPLIQUE # 8

CHAMFER

1" 2"

1 2"

ARCH

7/8"

DESCRIPTION MOLDING # 6

PANEL APPLIQUE # 9

643"

1'-9"

FRONT VIEW

MOLDING # 2

643"

443" 1 4"

ARCH

MOLDING # 5 APPEARS IN PLAN VIEW INSIDE & OUTSIDE OF FRONT ENTRANCE

8'-912"

MOLDING # 5

14'-1014"

MOLDING # 4 MOLDING # 4 APPEARS IN SECTION 1-1 BACK WALL OVER QUOINS

BRACKET # 14

10"

11 ROWS OF QUOINS 1'-0" HEIGHT, RANDOM LENGTH OVER 8" THK. CONCRETE WALL

MOLDING # 2 MOLDING # 3

5'-1012"

MOLDING # 4

MOLDING # 6

13"

(2) 48" LONG PIECES

+ 19.38' NGVD 2ND FLOOR

MOLDING # 6

MOLDING # 6 APPEARS IN FRONT ELEVATION & SECTION 2-2

312"

MOLDING # 11

SICIS TILE

643"

612"

MOLDING # 6

1/2"

612"

MOLDING # 3 APPEARS IN SECTION 3-3 & OPPOSITE WALL

MOLDING # 13

MOLDING # 2 VARIANCE

+ 19.38' NGVD 2ND FLOOR

1 4"

MOLDING # 3

MOLDING # 2 APPEARS IN SIDE ELEVATION, SECTIONS 2-2 & 3-3, FRONT ELEVATION. WRAPS COLUMNS & OUTER WALLS

HALF ROUND

443"

MOLDING # 2

MOLDING # 1 APPEARS IN SECTION 1-1. SURROUNDS DOORS # 01, # 04 & # 05 AND WINDOWS # 03 & # 06

1 3/4"

143" 78"

MOLDING # 1

CHAMFER

1" 2"

1 4"

5 1'-1016 "

(2) 8" LONG PIECES 9"

218"

MOLDING # 12

REVISIONS

MOLDING # 2 VARIANCE

5 1'-1116 "

5" 1"

218"

VULCAN WATERPROOFING

7/8"

1" 1012"

1/2"

CHAMFER

643"

1 4"

112"

MOLDING # 12

234" 412"

112"

1" 143" 3/4"

143"

1/2"

13"

1'-8"

121" x 121" NOTCH FOR LED STRIP

7 8"

643" 7"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

+ 7.00' NGVD 1ST FLOOR

(+ 3' - 4 13/16") + 3.40' NGVD CROWN OF THE ROAD

BASE MOLDING # 15

60'-0" HOUSE DIMENSION

MOLDING # 2

BASE MOLDING # 5

+ 7.00' NGVD 1ST FLOOR

7'-6" SETBACK PROVIDED

BASE MOLDING # 5

MOLDING # 6

SUNNY ISLES RESIDENCE

PROPERTY LINE

BASE MOLDING # 5

578"

SECTION C-C SECTION D-D FRONT ENTRANCE STRUCTURE DETAILS MOLDING DETAILS

2'-214"

3'-714"

10'-10 1/2"

BRACKET # 14

4 4"

578"

MOLDING # 3

12'-2 1/2"

2'-2"

3'-714"

(+ 7' - 0")

7'-6" SETBACK PROVIDED

MOLDING # 2

12'-8 1/8"

NEW 6' HIGH WALL

(+ 7' - 0")

+ 3.40' NGVD (+ 3' - 4 13/16") CROWN OF THE ROAD

3'-9 3/8"

MOLDING # 2 MOLDING # 3

441"

11 ROWS OF QUOINS 1'-0" HEIGHT, RANDOM LENGTH OVER 8" THK. CONCRETE WALL

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

8'-912"

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

VULCAN WATERPROOFING

1" 5'-7 4

6'-1 1 4"

7'-814"

34'-518" BUILDING HEIGHT

13'-67 8"

12'-412"

9'-11"

13'-67 8" 12'-412"

34'-518" BUILDING HEIGHT

35'-0" MAXIMUM ALLOWED BUILDING HEIGHT

MOLDING # 2 VARIANCE

M S

1 7 4" 3'-

EXISTING NEIGHBOURING WALL + 7.00' NGVD 1ST FLOOR

MOLDING # 2 VARIANCE

MOLDING # 10

5 8"

+ 19.38' NGVD (+ 19' - 4 1/2") 2ND FLOOR

ALL DOOR & WINDOW TOPS TO BE ALIGNED

+ 19.38' NGVD 2ND FLOOR

587"

MOLDING # 4

2'-6 1/4"

6'-10"

MOLDING # 10

MOLDING # 1

SICIS TILE (TYP.)

2'-6 1/4"

MOLDING # 12

2" x 6 1/2" DEEP MOLDING # 11 OVER 4" CONCRETE WALL

2'-8 3/8"

(+ 32' - 11 1/4") + 32.95' NGVD TOP OF BEAM MAIN HOUSE

MOLDING # 13

2" x 6 1/2" DEEP MOLDING # 11 OVER 4" CONCRETE WALL

A & A DESIGN GROUP, INC.

5'-4"

5" 4'-108

+ 32.95' NGVD (+ 32' - 11 1/4") TOP OF BEAM MAIN HOUSE

8'-0"

5'-4"

(+ 37' - 10") + 37.83' NGVD TOP OF RIDGE MAIN HOUSE

12'-9 3/4"

(35' - 0" MAX. ALLOWED BUILDING HEIGHT)

+ 37.83' NGVD (+ 37' - 10") TOP OF RIDGE MAIN HOUSE

12'-2 1/2"

(+ 38' - 4 3/4") + 38.40' NGVD MAXIMUM ALLOWED HEIGHT

15'-6 1/4"

+ 38.40' NGVD (+ 38' - 4 3/4") MAXIMUM ALLOWED HEIGHT

12"

PLINTH BLOCK # 50

12"

PLINTH BLOCK # 50 APPEARS IN FRONT OF DOOR 01 JOINING BASE MOLDING # 5 AND MOLDING # 1

SHEET NO.

(4) STEPS OF 12" TREADS & 6 3/4" RISERS

D A-11

SECTION D-D SCALE: 1/4" = 1'-0"

FRONT ENTRANCE

E A-11

SIDE ELEVATION E SCALE: 1/4" = 1'-0"

FRONT ENTRANCE

A-11

3'-3"

PARTIAL SIDE ELEVATION DETAIL

C A-12

SCALE: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0" 114"

1'-712"

7" 2'-143"

414"

1/2"

1" 185"

2'-5"

5" 2'-68

1'-1178"

FRONT VIEW

SIDE VIEW

SHADED AREA INDICATES 12 3/4" DEEP

1'-2"

FRONT VIEW

SIDE VIEW

SHADED AREA INDICATES 4" DEEP

112"

3" 3'-44 FRONT VIEW

8" 8"

185"

SCALE: 1/2" = 1'-0"

5" 58

112"

114"

512"

1'-6"

1112"

1'-034"

SEAL

1'-978"

383"

PARTIAL FRONT ELEVATION BALCONY DETAIL

1'-214"

1'-712"

20'-4"

743"

112"

MOLDING # 39 APPEARS UNDER THE BALCONY IN ALL VIEW. QUANTITY: 2

MOLDING # 42 APPEARS IN FRONT ELEVATION OVER SIDE QUOINS. QUANTITY: 2 5"

5" 2'-68

MOLDING # 38 APPEARS AROUND THE BALCONY IN ALL VIEWS.

MOLDING # 42

MOLDING # 41 APPEARS IN FRONT ELEVATION & SECTION UNDER WINDOW 01

583"

1'-117 8"

BRACKET # 39

BASE MOLDING # 41

MOLDING # 40 APPEARS AROUND WINDOW 01

612"

5" 3'-08

MOLDING # 38

MOLDING # 40

785"

MOLDING # 45

SIDE VIEW

1'-712"

1'-2"

FRONT VIEW

383"

MOLDING # 44

3 4"

10'-3"

4'-114" BALCONY

5" 6"

1'-2"

6" 5" 3'-08

11"

3" 2'-114

218"

5" 3'-28

MOLDING # 46

SHEET NO.

5" 98

2'-143"

1'-918"

1" 112"

WINDOW MOLDING # 40

DESCRIPTION

1'-234"

418" 1"

3" 5'-34

5" 1'-18

1'-117 8"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

6" 5" 2'-18

1'-0"

REVISIONS

SCALE: 1/2" = 1'-0"

SUNNY ISLES RESIDENCE

2'-612" 77 8"

77 8"

612"

(+ 7' - 0") + 7.00' NGVD 1ST FLOOR

MOLDING # 45

1'-97 8"

1 A-12

(+ 7' - 0") + 7.00' NGVD 1ST FLOOR

MOLDING # 45

B A-12

1'-812"

5'-914"

MOLDING # 44

PARTIAL FRONT ELEVATION BALCONY & QUOINS DETAILS

MOLDING # 43

5" 11'-118

MOLDING # 43 MOLDING # 44 (+ 7' - 0") + 7.00' 1ST FLOOR MOLDING # 45 MOLDING # 46

10'-0"

5'-1112"

1'-8" 6"

BASE MOLDING # 41

PARTIAL FRONT ELEVATION BALCONY DETAIL 1'-812"

1'-7"

MOLDING # 42

9'-218" FROM FIRST FLOOR

MOLDING # 42

20'-0"

WINDOW MOLDING # 40

2'-712"

3" 5'-34

3" 64 3" 11'-34

WINDOW MOLDING # 40

20'-0"

A A-12

12" HIGH QUOINS. VARIABLE WIDTH

143"

3'-914"

FIRE STOP 1"X4" P.T. WOOD CONT.

112"

5" 3'-18

10'-1"

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

FIRE STOP 1"X4" P.T. WOOD CONT. NOT TO BE INSTALLED ABOVE 8'-0" AFF

12" TALL QUOINS. VARIABLE WIDTH WINDOW MOLDING # 40

BASE MOLDING # 41

77 8"

5" 1'-108

3" FROM FIRST FLOOR 11'-34

5" 12'-58

9'-1" FROM FIRST FLOOR

2'-3"

10'-0"

MOLDING # 38 BRACKET # 39

12" TALL QUOINS. VARIABLE WIDTH

4'-1012"

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

4'-114"

BRACKET # 39

5" 2'-08

5" 3'-18

BRACKET # 22 CUSTOM METAL RAILING 42" A.F.F.

9'-5"

1'-97 8"

MOLDING # 21

MOLDING # 38

7'-9"

BASE MOLDING # 20

CUSTOM METAL RAILING 42" A.F.F.

9'-1" FROM FIRST FLOOR

CUSTOM METAL RAILING 42" A.F.F.

1'-6"

9'-6" FROM SECOND FLOOR

BASE MOLDING # 20

BRACKET # 39

2'-3"

8'-3" FROM SECOND FLOOR

BASE MOLDING # 20

1'-1012"

1'-2"

PANEL APPLIQUE # 19

5" 12'-58

1'-8"

MOLDING # 38

9'-612"

PANEL APPLIQUE # 19

3" 2'-24

1'-0"

(+ 19' - 4 1/2") + 19.38' 2ND FLOOR

3 6" 64"

3'-6" FROM FLOOR FINISH

3'-118"

3" FROM BALCONY SLAB 8'-94

8'-3" FROM SECOND FLOOR

PANEL APPLIQUE # 19 5" 5'-48

9'-6" FROM SECOND FLOOR

3" 1'-24

CAPITEL MOLDING # 18 FIRE STOP 1"X4" P.T. WOOD CONT. NOT TO BE INSTALLED ABOVE 8'-0" AFF

3'-6" FROM FLOOR FINISH

5'-612"

3'-3"

CAPITEL MOLDING # 18

MOLDING # 17

MOLDING # 17 CAPITEL MOLDING # 18

3" 1'-24

MOLDING # 17

818"

5" 5'-48

12" TALL QUOINS. VARIABLE WIDTH

1'-7"

3'-3" 1'-7"

9" 10"

12" TALL QUOINS. VARIABLE WIDTH

(+ 30' - 10 1/2") + 30.88' NGVD TOP OF THE BEAM

FIRE STOP 1"X4" P.T. WOOD CONT.

3'-118"

3" 1'-104

4'-1012"

3'-3"

1'-8"

3" 1'-104

(+ 30' - 10 1/2") + 30.88' NGVD TOP OF THE BEAM 1'-8"

(+ 30' - 10 1/2") + 30.88' NGVD TOP OF THE BEAM

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

8'-0"

A & A DESIGN GROUP, INC.

4" SIDE VIEW

218"

MOLDING # 43

MOLDING # 44

MOLDING # 45

MOLDING # 46

MOLDING # 43 APPEARS IN FRONT ELEVATION OVER SIDE QUOINS. QUANTITY: 2

MOLDING # 44 APPEARS IN FRONT ELEVATION OVER SIDE QUOINS. QUANTITY: 2

MOLDING # 45 APPEARS IN FRONT ELEVATION OVER SIDE QUOINS. QUANTITY: 2

MOLDING # 1 APPEARS UNDER BASE MOLDING # 41

A-12

1'-418"

(+ 32' - 11 1/2") + 32.95' NGVD TOP OF BEAM MAIN HOUSE MOLDING # 32 MOLDING # 32

3" 1'-38

117 8"

'-3 5 8"

1'-212" 3" 1'-64

MOLDING # 38

3'-7"

1'-4"

3" -7 8 1'-718" TOP OF ARCH

MOLDING # 35

4" x 4" LALLY COLUMN (TYP.)

7'-10"

SUNNY ISLES RESIDENCE

3" FROM TERRACE SLAB 9'-04

MOLDING # 35

5'-7 3 8"

1'-6"

+ 19.38' NGVD 2ND FLOOR

1" -7 R4' 8

7'-10"

1'-77 8"

1'-718" TOP OF ARCH

R5'

1'-5"

1'-612"

BACK BACK TERRACES CONSTRUCTION MOLDING DETAILS

1'-37 8"

MOLDING # 38

2'-11"

3" 9'-04

(+ 19' - 4 1/2") + 19.38' NGVD 2ND FLOOR

6" x 6" LALLY COLUMN 1'-4"

3" COLUMN DIMENSION 5'-14

MOLDING # 34

5" 108

8'-418"

914"

4" x 4" LALLY COLUMN (TYP.)

1'-8"

1'-612"

10'-0"

1'-37 8"

7'-814"

4" x 4" LALLY COLUMN (TYP.)

1'-87 8"

3'-6" FROM FLOOR FINISH

1'-612"

CL 91" 8

3" 9'-24

COLUMN # 36 12" DIA. CAST CONCRETE COLUMN

5" 6'-78

1'-712"

3'-10"FROM FLOOR FINISH

7'-814"

5'-412" COLUMN DIMENSION

COLUMN # 36 12" DIA. CAST CONCRETE COLUMN

3'-10" FROM FLOOR FINISH

1'-612"

5" -3 8 ' 4

1'-712"

3'-314" FROM FLOOR FINISH

17'-0" CAST CONCRETE COLUMN HEIGHT

COLUMN # 51 20" DIA. CAST CONCRETE COLUMN W/ CORINTHIAN CAPITEL

MOLDING # 33

7'-614"

3" 9'-24

8'-512"

MOLDING # 1

16'-9"

+ 31.55' NGVD 2ND FLOOR

8" 5" 4'-88

5" 4'-88

3" 1'-64 TOP OF ARCH R5 '-3 5 8"

1'-712"

1'-612"

3'-514"

1'-1012"

1'-612"

MOLDING # 33

5" 1'-88

7'-614"

914"

+ 32.95' NGVD TOP OF BEAM MAIN HOUSE

6'-1112"

1'-5"

1'-712"

10'-0"

1'-6"

COLUMN # 37 12" DIA. CAST CONCRETE COLUMN

PARTIAL BACK ELEVATION TERRACES DETAIL SCALE: 1/2" = 1'-0"

B A-13 3"

1'-9"

MOLDING # 31B

1'-218"

5" 108

PARTIAL BACK ELEVATION TERRACES DETAIL

DESCRIPTION

SCALE: 1/2" = 1'-0"

114"

2'-07 8"

45" x 45" PIER CAP

5 16"

10"

SEAL

334"

3 4"

7/8"

3" 6'-14

3'-9"

3" TO CONCRETE 5'-34

1'-0"

114"

SHEET NO.

512"

3" 1'-38

1'-6"

PANEL SIDE

1'-9" PANEL FRONT

1 2"

2'-9"

9'-0"

4" 112"

3" 5'-14

MOLDING # 31A

1'-0"

1" 1"

112"

318" 112"

1/2"

312"

5 8"

1'-9" PANEL FRONT

1" 2"

1'-612"

278"

PANEL SIDE

512" 1'-6"

1/2"

312"

185"

312"

MOLDING # 31A

114"

1" 2"

1" 5 8" 5 8"

785"

1'-612"

3'-285"

1'-1118" 1'-443"

1'-612"

314"

143" 212"

5/8"

1112"

3'-10"

4" 312"

2'-612"

10 1 8"

REVISIONS

114"

312"

MOLDING # 31B

+ 7.00' NGVD 1ST FLOOR

812" 3" 8'-58

312"

A A-13

9'-4"

(+ 7' - 0") + 7.00' NGVD 1ST FLOOR

3" 64 9'-4"

9'-0" COLUMN DIMENSION

8'-512" FROM FIRST LEVEL

COLUMN # 37 12" DIA. CAST CONCRETE COLUMN

5'-612"

3" 3'-94

2'-6"

9'-0" COLUMN DIMENSION

10"

8'-512" FROM FIRST FLOOR

MOLDING # 1 20'-0"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

1'-612"

3'-17 8"

1'-612"

17'-10"

3" 4'-78

1'-612"

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

1'-612"

MOLDING # 31

3'-1114"

3" 4'-78

1'-612"

MOLDING # 31

1'-914"

3" 4'-78

1'-612"

MOLDING # 30

5" 3'-28

3" 4'-78

1'-612"

MOLDING # 30

3" 10'-08

A & A DESIGN GROUP, INC.

20'-0"

312"

MOLDING # 30

MOLDING # 31

MOLDING # 32

MOLDING # 33

MOLDING # 34 (4 PC. PER UNIT)

MOLDING # 35

COLUMN # 36

COLUMN # 37

MOLDING # 50

MOLDING # 30 APPEARS OVER THE 2ND FLOOR TERRACES. QUANTITY: 14

REFER TO SHEET A-14 FOR DETAILS. QUANTITY: 14

REFER TO SHEET A-14 FOR VARIATIONS OF THIS MOLDING.

MOLDING # 33 APPEARS ALONG THE ARCHES OVER 2ND FLOOR TERRACES

MOLDING # 34 APPEARS UNDER COLUMN # 36. QUANTITY: 10

MOLDING # 35 APPEARS ALONG THE ARCHES OVER 1ST FLOOR TERRACES

COLUMN # 36 APPEARS IN 2ND FLOOR BACK TERRACES. QUANTITY: 10

COLUMN # 37 APPEARS IN 1ST FLOOR BACK TERRACES. QUANTITY: 10

MOLDING # 37 APPEARS UNDER COLUMN # 51. QUANTITY: 2

37" x 37" x 3 1/2" BASE MOLDING

A-13

1812"

MOLDING # 49

MOLDING # 31

1812"

1812" 1812"

512"

57 8"

3'-17 8"

1'-612"

1'-87 8"

1'-218"

5" 4'-88

R5' -3 5 8"

3'-314"

R5' -3 5 8"

3" 9'-24

914"

3" 9'-24

20" DIA. CAST CONCRETE COLUMN W/ CORINTHIAN CAPITEL

2'-914"

MOLDING # 01 3" 9'-24

2'-914"

3" 9'-24

918"

20'-0"

MOLDING # 47

3" 4'-78

3" 1'-44

20'-0"

1'-612"

3" 4'-78

1'-612"

20'-0"

3" 4'-78

1 1'-1012" 1'-22"

3" 4'-78

13'-0"

20'-0"

3" 4'-78

SCALE: 1/4" = 1'-0"

4'-2"

114"

5 8"

578"

1 2"

212"

112"

1 2"

SEAL

185" 2'-2"

218"

1 4"

1 2" 5 8"

318"

443"

785" 5 8"

1 2"

7" 778"

1 2"

714"

1 2" 1 2"

5 8" 3 4"

1 4"

1 2"

343" 1" 5 8"

5 8"

785" 5 8"

5 8"

318"

383"

5 16"

385"

1'-1012"

683"

1114"

5/8"

5 8"

1'-612"

112"

412"

5/8"

1'-612"

3" 2'-64 3" 4'-78

1 4" 5 16"

3" 4'-78

1'-612" 1'-612"

1'-218"

514"

60'-0"

TERRACE FLOOR PLAN

7 8"

512"

5" 2'-118 2'-4"

2'-214" 5" 2'-38

714" 1'-218"

383"

4'-783"

MOLDING # 48 APPEARS UNDER BALUSTER # 47 AS A BASE AROUND THE TERRACE

1'-612" 3" 2'-64

3" 2'-64 1'-212" 1'-101" 2

BASE MOLDING # 31B WRAPS AROUND MOLDING # 31

278"

3" 4'-78

MOLDING # 31A IS A SQUARED PIER CAP. QUANTITY: 14

185"

1'-612"

REFER TO THIS SHEET FOR DETAILS. QUANTITY: 14

278"

3" 4'-78

MOLDING # 49

185"

1'-612"

BASE MOLDING # 31B

478"

3" 4'-78

MOLDING # 31A (SQUARE CAP)

3" 19'-114

MOLD. # 32A

DESCRIPTION

1014"

114"

1978" x 1978" BOTTOM PIER CAP

PANEL SIDE

1'-1012"

22'-414"

MOLDING # 32A

1 4"

MOLDING # 31

MOLD. # 32B

418"

4" 3" 2'-64

3" 2'-64

MOLD. # 32B

MOLD. # 32A

514"

5" 2'-38

MOLDING# 32A 20'-0"

PANEL FRONT

814"

3 4"

1'-778"

7 8"

MOLD. # 32B

MOLDING # 31B

3 4"

INVUE SQS SOLAS SERIES SQUARE WALL LIGHT MODEL # AVU082418 3'-7 3/4" AFF TO CENTERLINE OF LIGHT (TYP.)

3" 10'-104

20'-0"

1 4"

1'-9"

11'-1118"

1% 17'-912"

HOSE BIB 12" AFF

MOLD. # 32B

1'-9"

3 4"

1'-1012"

36" AFF RAILING 5'-6"

14'-512"

3" 11'-104

6'-

1" 62

10'-11"

3 1'-418" 117 8" 98"

20'-0"

3 4" 1 4"

21" x 21" TOP PIER CAP

TOP TERRACE

1 4"

512"

312"

1112"

SCALE: 1/2" = 1'-0"

114" 14"

312"

CONCRETE SCUPPER

REVISIONS

1'-612"

5" 108

SECTION C-C

178"

TOP TERRACE

C A-14

SCALE: 1/2" = 1'-0"

+ 31.55' NGVD TOP EXTERIOR TERRACE SLAB

114"

TEAK CEILING

8'-8"

SECTION B-B

3" 2'-04

1'-10"

1'-87 8"

8'-418"

914"

1'-9"

1'-114"

42" AFF RAILING

MOLDING # 33 5" 6'-78

1'-812"

MOLDING # 31A

5'-6"

4'-3"

'-3 5 8"

COLUMN # 36

8'-8"

3" 3'-54

20" DIA. CAST CONCRETE COLUMN W/ CORINTHIAN CAPITEL

5" 108

CUSTOM COPPER SCUPPERS (TYP.)

WINDOW 06

B A-14

1'-87 8"

MOLD. # 32A

TEAK CEILING

114"

512"

MOLDING # 32B

8'-418"

3" 2'-04

1'-10"

3" 10'-84

6" x 6" LALLY COLUMN

5" 6'-78

1'-812"

5" 108

TOP TERRACE

+ 31.55' NGVD TOP EXTERIOR TERRACE SLAB

MOLDING # 33

914"

10'-0"

1'-114"

+ 32.95' NGVD TOP OF BEAM MAIN HOUSE

1'-10"

343"

20" DIA. CAST CONCRETE COLUMN W/ CORINTHIAN CAPITEL

COLUMN # 36

SCALE: 1/2" = 1'-0"

MOLD. # 32B

1812"

WINDOW 06

PARTIAL SIDE ELEVATION A

A A-14

1'-1012"

312" 1'-1118" 312"

3" 2'-64

MOLDING # 47 MATCH AT JOB SITE

3" 3'-54

5" 2'-118

35 8"

6" x 6" LALLY COLUMN

8'-418"

914"

+ 32.95' NGVD TOP OF BEAM MAIN HOUSE + 31.55' NGVD TOP EXTERIOR TERRACE SLAB

R4 '-

MOLDING # 32A

MOLDING # 48

MOLDING # 49

3" 1'-64

1'-114"

117 8"

1812"

3" 3'-34

3'-1114"

4'-2" 57 8" 514"

514"

1812"

1'-383"

1'-418"

418" 57" 8 8"

1'-512"

1'-612"

3" 5" 2'-18

3" 1'-64

314"

+ 31.55' NGVD TOP EXTERIOR TERRACE SLAB

CONCRETE SCUPPERS (TYP.)

20" DIA. CAST CONCRETE COLUMN W/ CORINTHIAN CAPITEL 3" 1'-74

3" 4'-78

1'-612"

MOLDING # 31

MOLDING # 47 MATCH AT JOB SITE

1'-212"

3'-0"

+ 32.95' NGVD TOP OF BEAM MAIN HOUSE

1'-1012"

2'-07 8"

1'-014"

1'-383"

8" 3'-514"

'-3 5 8" R4

5" 2'-118

2'-2" 3'-1114"

2'-77 8"

2'-2" 4'-2"

57 8" 1'-612"

1'-1012"

MOLDING # 49

MOLDING # 32A

11"

1'-014"

MOLDING # 30

MOLDING # 47 MATCH AT JOB SITE

1812"

MOLDING # 32B

1'-612"

MOLDING # 48

MOLDING # 31

3" 5" 2'-18

5" 2'-118

512" 3'-17 8"

117 8"

3" 2'-34

3" 1'-74

MOLDING # 49

1'-383"

3" 1'-44 3"

1812"

1'-418"

MOLDING # 30

MOLDING # 31

1812"

1'-612"

5 8"

1'-612"

3 4"

MOLDING # 48

1'-014"

3 4"

1'-612"

814"

117 8"

1 4"

1'-418"

318"

1'-612"

MOLDING # 47

12'-718"

INVUE SQS SOLAS SERIES SQUARE WALL LIGHT MODEL # AVU082418

2'-77 8"

3" 4'-78

1'-612"

MOLDING # 47

12'-718"

2'-2"

1'-014"

5" 2'-118

MOLDING # 30

1'-612" 1'-418" 117 8"

SCALE: 1/2" = 1'-0"

1'-612"

1 A-14

20'-0"

3" 10'-08

42" AFF RAILING

PARTIAL BACK ELEVATION TOP TERRACE

D A-14

2'-618"

16'-0"

20'-0"

20" DIA. CAST CONCRETE COLUMN W/ CORINTHIAN CAPITEL

COLUMN # 36

914"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

3" 1'-64

MOLDING # 33

SUNNY ISLES RESIDENCE

R5 '-3 5 8"

3" 1'-64

1'-812"

7'-614"

1'-212"

5" 1'-88

7'-614"

MOLDING # 32B 1'-783"

8" 1'-212"

1'-812"

5" 2'-118

MOLDING # 30

MOLDING # 48

+ 31.38' TOP EXTERIOR TERRACE SLAB

2'-0"

3" 4'-78

1'-612"

A & A DESIGN GROUP, INC.

1812"

3" 4'-78

1'-612"

TERRACE PLAN TERRACE CONSTRUCTION DETAILS

1812"

3" 4'-78

1'-612"

4'-2"

1812"

3" 4'-78

1'-612"

MOLDING # 32A (TYP.)

5" 3'-28

1812"

1'-612"

MOLDING # 47

4'-2"

1812"

3" 4'-78

1'-612"

+ 31.55' NGVD TOP EXTERIOR TERRACE SLAB

MOLDING # 32A (TYP.)

3" 4'-78

1'-612"

3 3" 1'-44"

3" 4'-78

1'-612"

3" 2'-44

MOLDING # 32B (TYP.)

1'-612"

2'-618"

3" 4'-78

1'-612"

4'-783"

1'-612"

2'-2"

3" 4'-78

1'-612"

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

60'-0"

SHEET NO. 4" 612"

3 4"

212"

714"

MOLDING # 32A

MOLDING # 32B

MOLDING # 47

BALUSTER # 48

MOLDING # 32B APPEARS IN AROUND THE TERRACE BORDER EXCEPT IN FRONT OF MOLDING # 31

MOLDING # 32A APPEARS IN FRONT OF MOLDING # 31

MOLDING # 32B APPEARS IN AROUND THE TERRACE BORDER EXCEPT IN FRONT OF MOLDING # 31

BALUSTER # 47 APPEARS AROUND THE TERRACE BORDER. QUANTITY: 87 & 2 HALF-BALUSTERS

A-14

MOLDING # 16

05 8'-1014"

BASE MOLDING # 20

2'-818" 3" 11'-04

1'-0"

12" HIGH QUOINS. VARIABLE WIDTH

PANEL APPLIQUE # 19

9'-712"

5" 5'-88

4'-018"

1'-2"

CAPITEL MOLDING # 18

FIRE STOP 1"X4" P.T. WOOD CONT. NOT TO BE INSTALLED ABOVE 8'-0" AFF

1'-2"

1" CLEAR

MOLDING # 17

1'-7"

107 8" 8"

1'-6"

1" CLEAR

5" 5'-48

1'-8"

5'-914"

5" 18

FIRE STOP 1"X4" P.T. WOOD CONT.

HATCH DENOTATES CONCRETE FORMWORK 6" DEEP FROM BACK WALL

1'-0"

R4'-

4" 4"

10"

CAPITEL MOLDING # 18

3" 1'-24

818"

4'-1012"

ALIGN 1'-7"

ALIGN

1'-7"

3" 1'-64

2'-814"

2'-11"

MOLDING # 17

PANEL APPLIQUE # 19

1'-6" 6"

3" 1'-64

+ 28.81' NGVD TOP OF BEAM BEDROOM 4

1'-114"

5'-1"

+ 28.81' NGVD TOP OF BEAM BEDROOM 4

1'-6"

1'-012"

BASE MOLDING # 20

2'-0"

3" 1'-118

MOLDING # 28

1'-47 8"

MOLDING # 28

1'-47 8"

-2 7 8" R6'

-2 7 8"

6" x 6" DECORATIVE TILE

1'-0"

8'-114"

8'-414"

COLUMN # 29 (TYP.)

1'-0"

MOLDING # 28

3" 1'-88

HALF CAST CONCRETE COLUMN 12" DIA.

MOLDING # 27

MOLDING # 28

R6'

-2 7 8" R6'

3" 1'-88

1'-2"

HATCH DENOTATES 6" DEEP CONCRETE FORMWORK

3" 24

MOLDING # 28

CL 2'-414"

9'-718"

1 HOUR FIRE RATED GARAGE CEILING WITH A 5/8" TYPE X GYPSUM BOARD ON A 1" x 3" FURRING STRIPS @ 16" O.C. ON METAL STRUCTURE FASTENED TO CONCRETE @ 24" O.C. AS PER 2014 SOUTH FLORIDA BUILDING CODE

PROPOSED 6" x 6" LALLY COLUMN WRAPPED IN (2) LAYERS OF 1/2" THK. TYPE X GYPSUM BOARD. SEE DETAIL SHEET A-3

13'-3"

3" 3'-104

4'-112"

9'-718"

MOLDING # 26 6"

2'-512"

9'-718"

1'-8"

8'-0"

MOLDING # 27

DOTTED LINE INDICATES CONCRETE ARCH

+ 17.75' NGVD 2ND FLOOR BEDROOM 4

1'-0" 6"

+ 17.75' NGVD 2ND FLOOR BEDROOM 4

MOLDING # 24

1'-1012"

3'-3"

1'-8"

3'-3"

MOLDING # 26

2'-4"

4'-4"

2'-4"

MOLDING # 23

8" 1'-6"

1'-8"

MOLDING # 25

BEAM SB1

1'-3"

BRACKET # 22

2'-614"

3'-07 8"

MOLDING # 21

HATCH DENOTATES CONCRETE FORMWORK 12" DEEP FROM BACK WALL

MOLDING # 23 MOLDING # 24

MOLDING # 21

1'-6"

HALF COLUMN # 29

C COLUMN C7

11'-0"

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

8'-0"

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

8'-0"

A & A DESIGN GROUP, INC.

SUNNY ISLES RESIDENCE

8'-0"

RECESS 1" + 4.50' NGVD GARAGE LEVEL

REVISIONS

+ 4.50' NGVD GARAGE LEVEL

GARAGE ELEVATION CONSTRUCTION MOLDING DETAILS

RETURN MOLDING BACK TO WALL

2'-0"

9'-0"

2'-0"

9'-0"

2'-0"

9'-0"

2'-0"

35'-0"

PARTIAL GARAGE WALL DETAIL SCALE: 1/2" = 1'-0"

1'-2" 1'-6"

1'-3"

1 2"

1'-0"

612"

1 1/2" APPLIQUE BEYOND

SIDE VIEW

1043"

BRACKET # 22

MOLDING # 21 APPEARS IN ALL WINDOWS 05 (WITH 2 90ยบ RETURNS BACK TO WALLS STRUCTURE)

BRACKET # 22 APPEARS BELOW MOLDING # 21. QUANTITY: 18 IN PROJECT (3 BRACKETS PER WINDOW 05)

1/4" 1043"

SIDE VIEW

1/2"

SIDE VIEW 1043"

114" EMBEDMENT

1" x 3" BRICK MOLDING CERAMIC TILE

143"

1/2"

12" DIA. DECORATIVE CAST CONCRETE HALF COLUMN (COLUMN # 29)

112"

1" 1"

112"

2 COAT STUCCO FINISH ON CONCRETE COLUMN

1 2"

212"

1'-112"

1 2"

2'-1"

3 4" 1 2"

1'-0"

SEAL

912"

MOLDING # 21

BASE MOLDING # 20 APPEARS IN ALL WINDOWS 05 (2 PER WINDOW)

112" 1 2"

1 2"

1'-112"

3'-514" 6" 243"

FRONT VIEW

3'-3"

1043"

BASE MOLDING # 20

PANEL APPLIQUE # 19 APPEARS IN ALL WINDOWS 05 (2 PER WINDOW) 1'-8"

FRONT VIEW

112"

SIDE VIEW

PANEL APPLIQUE # 19

1'-7"

314" 1'-8"

FRONT VIEW

3 4"

GARAGE DOOR BY AMARR

1 2"

2'-4"

285"

CAPITEL MOLDING # 18 APPEARS IN ALL WINDOWS 05 (2 PER WINDOW)

2" GALV. STEEL TRACK THICKNESS 0.083" BY AMARR DOORS

1" RECESS

912"

MOLDING # 17 WRAPS AROUND THE TOP OF ALL WINDOWS 05

2'-0"

8'-3"

MOLDING # 16 APPEARS IN PARTIAL WALL DETAIL A ON THIS SHEET OVER WINDOW 05

4'-6"

8'-3"

CAPITEL MOLDING # 18

CONTINOUS VERTICAL 2" x 6" WOOD JAMB ATTACHED TO CONCRETE COLUMN W/ 3/8" DIA. x 4" LONG HILTI SLEEVE ANCHOR @ 6" MAX. FROM ENDS THEN 16" O.C. (1 1/4" EMBEDMENT)

GARAGE DOOR BY AMARR

MOLDING # 17

10"

1" 2"

MOLDING # 16

312"

GARAGE INTERIOR

FRONT VIEW

3 4"

912"

3'-418"

1'-2" 1"

DESCRIPTION

1" 1"

1178"

1/2"

1" 2"

1 2"

SCALE: 1/2" = 1'-0"

1/8"

4'-018"

1/2"

17 8"

1" 2"

314" 17 8"

SECTION B-B

9 416 "

5 416 "

443"

1" 2"

112"

B A-15

A A-15

VERTICAL REINFORCED CONCRETE COLUMN. REFER TO STRUCTURAL ENGINEERING DWGS.

GARAGE EXTERIOR (DRIVEWAY) FRONT VIEW

SIDE VIEW

MOLDING # 23 (FINIAL)

MOLDING # 24 (WALL CAP)

MOLDING # 25 (BLOCK)

MOLDING # 26

MOLDING # 27

MOLDING # 28

COLUMN # 29

MOLDING # 23 APPEARS OVER GARAGE. QUANTITY: 4

MOLDING # 24 APPEARS OVER GARAGE. QUANTITY: 4

MOLDING # 25 APPEARS OVER GARAGE. QUANTITY: 4

MOLDING # 26 APPEARS OVER GARAGE QUANTITY: 4

MOLDING # 27 IS CONTINUOUS AND APPEARS OVER GARAGE DOORS

MOLDING # 28 IS CONTINUOUS AND APPEARS AS ARCHES OVER EACH GARAGE DOOR

COLUMN # 29 IS CAST CONCRETE HALF COLUMN AND APPEARS BETWEEN GARAGE DOORS. QUANTITY: 4

C A-15

SECTION C-C SCALE: 1/2" = 1'-0"

SHEET NO.

A-15

TYPICAL DETAIL

SCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL

+ 13.19' NGVD STAIR REST

JUNO LMS STEP LIGHT 1'-4" AFF

1/2" DRYWALL OVER 1" METAL Z-CHANNEL

STAIRCASE 1"

1 2"

1" Z-CHANNEL FURRING @ 16" O.C.

16 (T 9" YP .)

INTERIOR

585"

385"

1 2"

418"

11"

8" C.M.U. 1 2"

1" 1 2"

1" Z-CHANNEL FURRING @ 24" O.C. 1" THK HARD R5 INSULATION. SEE WALL PARTITION TECHNICAL NOTE # 5

USE 1/2" MOISTURE RESISTANT GYPSUM BOARD IN BATHROOMS

USE 1/2" MOISTURE RESISTANT GYPSUM BOARD IN BATHROOMS 2 & 3

JUNO LMS STEP LIGHT 1'-4" AFF

SCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL

1 2"

1/2" TYPE X GYPSUM BOARD

3 5/8" 25 GAUGE STEEL STUD @ 16" O.C.

3" THK MINERAL WOOL BATT BLANKET 16" WIDE CREASED TO FIT (IF NEEDED FOR STC RATING) SEE WALL PARTITION TECHNICAL NOTE # 5

+ 19.38' NGVD SECOND LEVEL

C A-16

SCALE: 1/2" = 1'-0"

WALL SECTION TYPE 4 SCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL

PARTIAL MAIN STAIRCASE SCALE: 1/2" = 1'-0"

VIEWED FROM FIRST FLOOR MINI LED STEP LIGHT WITH HOOD IN BRONZE MODEL # LMS-3K-H-BZ BY JUNO LIGHTING LLC PHONE # (847) 827 9880

WHERE GLAZED TILE WAINSCOTS AND WALL FINISH OCCURS AT INTERIOR PARTITIONS, STEEL STUDS SHALL BE A MINIMUM 20-GAUGE.

DOUBLED 20-GAUGE STEEL STUDS ARE REQUIRED AT DOOR JAMBS. ELSEWHERE, DRYWALL PARTITION STEEL STUDS SHALL TYPICALLY BE A MINIMUM OF 25-GAUGE.

1" 1"

11"

8" C.M.U.

1 2"

1" Z-CHANNEL FURRING @ 24" O.C. 1" THK HARD R5 INSULATION. SEE WALL PARTITION TECHNICAL NOTE # 5

USE 1/2" MOISTURE RESISTANT GYPSUM BOARD IN BATHROOMS

GARAGE

WALL SECTION TYPE 5 SCALE: 1 1/2" = 1'-0"

TYPICAL DETAIL

36" AFF AT STAIRS

2" MIN.

WALL PARTITION TECHNICAL NOTES

5 8"

INTERIOR

TYPICAL CABINET WOOD BLOCKING SECTION

12'-412" SLAB TO SLAB RISE OF FLIGHT

3 4" MAX.

8" C.M.U.

3'-0"

3 4" MAX.

5'-1"

EXTERIOR

INTERIOR STUCCO (SEE SPECS)

1/2" DRYWALL ON INTERIOR ROOMS

2 A-16

VIEWED FROM SECOND FLOOR

+ 13.19' NGVD STAIR REST

STEP LIGHT DETAIL SCALE: N.T.S.

42" AFF AT MIDDLE LANDING ORNAMENTAL PATTERN WHICH DOES NOT ALLOW FOR A 4" SPHERE TO PASS THROUGH AT ANY LOCATION (TYP.)

2" MIN.

REVISIONS

36" AFF AT STAIRS 22 TREADS W/ 6 3/4" RISERS EQUALS TO 12'- 4 1/2" RISE OF FLIGHT

DESCRIPTION

WOOD STAIR BRACKET 9" WIDE x 6 3/4" TALL MIN.

6" TALL WOOD BASEBOARD

FIT DRYWALL PARTITIONS CLOSELY AND ACCURATELY AROUND COLUMNS AND STRUCTURAL CONCRETE SLABS. FILL ANY VOIDS WITH SAFING INSULATION. MAINTAIN INTEGRITY OF FIRE RATINGS AND ACOUSTICAL SEPARATIONS.

SEAL

+ 7.00' NGVD FIRST LEVEL

GENERAL CONTRACTOR MUST MEET FIRE RATING INDICATED ON PLANS. REFER TO THE APPROPIATE UL DESIGNS AND COORDINATE WITH FIRE MARSHAL FOR APPROPIATE CHANGES PRIOR TO FRAMING. INSULATION NOTE: ALL INSULATION MATERIAL TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.

3 A-16

36" AFF AT STAIRS

TYPICAL DETAIL 3" 7'-84

SCALE: 1 1/2" = 1'-0"

8" CMU WALL

+ 7.00' NGVD FIRST LEVEL

24" x 24" MARBLE FLOOR 3/4" THK. OVER THIN SET INSTALLATION OVER 6" THK. REINFORCED CONCRETE SLAB

2" x 4" PT WOOD BACKING BOTTOM OF WALL CABINET

STC 49

GARAGE

4'-51" 2 RADIUS

STAIRS START AT A 45ยบ ANGLE FROM CENTER

SCALE: 1/2" = 1'-0"

42" AFF AT 2ND FLOOR LANDING

3" 2'-84

WALL SECTION TYPE 3

8" CMU WALL

36" AFF DECORATIVE METAL RAILING

42" AFF AT 2ND FLOOR LANDING

INTERIOR

EXTERIOR STUCCO (SEE SPECS)

+ 19.38' NGVD SECOND LEVEL

USE 1/2" MOISTURE RESISTANT GYPSUM BOARD IN BATHROOMS

MAIN STAIRCASE FLOOR PLAN

2" x 6" PT WOOD BACKING TOP OF WALL CABINET

3" 104

3 5/8" 25 GAUGE STEEL STUD @ 16" O.C.

421"

CLEA

42" AFF DECORATIVE METAL RAILING

1 2"

385"

485"

1 A-16

4'-0"

STAIRS FINISH AT A 45ยบ ANGLE FROM CENTER

1/2" DRYWALL OVER 1" METAL Z-CHANNEL JUNO LMS, LED INDOOR STEP LIGHT, HOOD, WHITE, VERTICAL

A MINIMUM 2" x 4" HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN 2 WALL STUDS SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET

JUNO LMS, LED INDOOR STEP LIGHT, HOOD, BRONZE, VERTICAL. QUANTITY: 7

STAIRS

DN 3" THK MINERAL WOOL BATT BLANKET 16" WIDE CREASED TO FIT (IF NEEDED FOR STC RATING) SEE WALL PARTITION TECHNICAL NOTE # 5

1/2" DRYWALL OVER 1" METAL Z-CHANNEL

INTERIOR

36" AFF DECORATIVE METAL RAILING

1" 10 8

TYPICAL DETAIL

SCALE: 1 1/2" = 1'-0"

36" AFF DECORATIVE METAL RAILING

WALL SECTION TYPE 6

STAIRCASE STEP LIGHT DETAIL

1" -9 4'

SCALE: 1 1/2" = 1'-0"

1/2" GYPSUM BOARD MOISTURE RESISTANT OR 1/2" DUROCK BOARD

WALL SECTION TYPE 2

1/2" GYPSUM BOARD

ER INN

R CLEA 4'-3"

IUS AD

A A-16

INTERIOR

3 5/8" 25 GAUGE STEEL STUD @ 16" O.C.

3'-814" AT FIRST FLOOR

1/2" DRYWALL ON INTERIOR ROOMS

1/2" TYPE X GYPSUM BOARD

42" AFF AT MIDDLE LANDING

8" CMU WALL

R DIA

JUNO LMS STEP LIGHT 1'-4" AFF

3" THK MINERAL WOOL BATT BLANKET 16" WIDE CREASED TO FIT (IF NEEDED FOR STC RATING) SEE WALL PARTITION TECHNICAL NOTE # 5

INNE

1" 3'-9 2

I AD 1 "R 08 2'-

7'-7"

ET CR

1 "C '-9 4

42" AFF DECORATIVE METAL RAILING

RW AI

9" (TYP.)

8" C.M.U.

3/4" THK. CUSTOM MARBLE TREADS

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

GARAGE

WALL SECTION TYPE 6

3/4" THK. CUSTOM MARBLE RISERS

8" CMU WALL

KITCHEN

WALL SECTION TYPE 1

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

1" THK HARD R5 INSULATION. SEE WALL PARTITION TECHNICAL NOTE # 5

1/2" DRYWALL ON INTERIOR ROOMS

4" THK. REINFORCED C.M.U.

A & A DESIGN GROUP, INC.

1" Z-CHANNEL FURRING @ 24" O.C.

1'-4"

FULL BULLNOSE

SUNNY ISLES RESIDENCE

4" THK. REINFORCED C.M.U.

USE 1/2" MOISTURE RESISTANT GYPSUM BOARD IN BATHROOMS

SCALE: 1 1/2" = 1'-0"

INTERIOR STUCCO GARAGE AREA

INTERIOR

M 2" AX .

1/2" DRYWALL ON INTERIOR ROOMS

JUNO LMS STEP LIGHT 1'-4" AFF

WALL SECTIONS STAIR CONSTRUCTION DETAILS

JUNO LMS, LED INDOOR STEP LIGHT, HOOD, WHITE, VERTICAL. QUANTITY: 7

643" TYPICAL RISER

912" REG. PERIMETER BUILDING WALL

1" THK HARD R5 INSULATION. SEE WALL PARTITION TECHNICAL NOTE # 5

8" CBS WALL UNDER STAIRS

EXTERIOR STUCCO KITCHEN AREA

1 2"

1" Z-CHANNEL FURRING @ 24" O.C.

8" CMU WALL

FLEXIBLE STAIRCASE BASEBOARD. MATCH 2ND FLOOR BASEBOARD

EXTERIOR STUCCO GARAGE AREA

EXTERIOR

8" CMU WALL

8" C.M.U.

EXTERIOR

9" (TYP.)

3 4" MAX.

EXTERIOR STUCCO (SEE SPECS)

B A-16

MAIN STAIRCASE HANDRAILING DETAIL SCALE: 1/2" = 1'-0"

SHEET NO.

A-16

2'-8"

2'-6"

2'-4"

2'-0"

2'-8"

SERIES 238 ARCH TOP FIXED

SERVICE ENTRY DOOR - (INTERIOR) PELLA 2 PANEL ARCH FIBERGLASS 2'-8" x 8'-0" ENTRY DOOR FIRE RATED: 20 MINUTES LOCATION: 3 CAR GARAGE

30" DOOR - (INTERIOR) -LOCATION:

4'-4" DOUBLE DOOR - (INTERIOR) -LOCATION: BEDROOM 2 CORRIDOR

5'-0" DOUBLE DOOR - (INTERIOR) -LOCATION: MASTER BEDROOM CORRIDOR

24" SAUNA DOOR - (INTERIOR) -LOCATION: SAUNA

EXTERIOR CASEMENT GLASS WINDOW (2) SERIES 238 CASEMENT MULLION 1" x 4" (BETWEEN OPERABLE WINDOWS) SERIES 238 ARCH TOP FIXED (ON TOP) MULLION 1" x 4" LOCATION: SON'S BEDROOM

8'-0"

32" DOOR - (INTERIOR) -LOCATION:

SERIES 238 ARCH TOP FIXED

INTERIOR WINDOW SILL

EXTERIOR CASEMENT GLASS WINDOW SERIES 238 CASEMENT LOCATION: MASTER BATHROOM, BATHROOM 2, LAUNDRY ROOM

EXTERIOR CASEMENT GLASS WINDOW (2) SERIES 238 CASEMENT MULLION 1" x 4" (BETWEEN OPERABLE WINDOWS) SERIES 238 ARCH TOP FIXED (ON TOP) MULLION 1" x 4" LOCATION: KITCHEN, GREAT ROOM 2

1" x 4" MULLION

9'-712"

8'-0"

10"

FIXED WINDOW

6'-0"

FIXED WINDOW 6'-2"

2ND FLOOR LEVEL CONCRETE SLAB

SERIES 238 CASEMENT

EXTERIOR CASEMENT GLASS WINDOW SERIES 238 CASEMENT LOCATION: SON'S BATHROOM, BATHROOM 3, BATHROOM 4

EXTERIOR CASEMENT GLASS WINDOW (2) SERIES 238 CASEMENT MULLION 1" x 4" (BETWEEN OPERABLE WINDOWS) SERIES 238 ARCH TOP FIXED (ON TOP) MULLION 1" x 4" LOCATION: MASTER BATHROOM, CORRIDOR 2ND FLOOR, BEDROOM 4, LOBBY 2ND FLOOR

EXTERIOR FIXED GLASS WINDOW (2) SERIES 238 RECTANGLE FIXED MULLION 1" x 4" (BETWEEN RECTANGLE WINDOWS) SERIES 238 ARCH TOP FIXED (ON TOP) MULLION 1" x 4" LOCATION: GREAT ROOM 1

1" x 4" MULLION FIXED

1'-712"

2ND FLOOR LEVEL CONCRETE SLAB

OPERABLE

FIXED WINDOW

3" 1'-74

6'-11"

SERIES 238 CASEMENT

5'-4"

4'-0" 3'-7" BATHROOM 3 BATHROOM 4

4'-085" SON'S BATHROOM

1ST FLOOR LEVEL CONCRETE SLAB

CONCRETE SLAB

1'-6"

SERIES 238 CASEMENT

OPERABLE 4'-1012"

9'-712" APPLIES FOR (3) WINDOWS IN BEDROOM 4 & (1) IN CORRIDOR 3

10"

2'-0"

FIXED WINDOW

2'-7" M. BATHROOM

6'-0"

4'-7" LAUNDRY ROOM BATHROOM 2

SERIES 238 CASEMENT

2'-0"

6'-2"

9'-6" MAINTAIN

7'-7"

OPERABLE

1'-612"

CONCRETE SLAB

5'-0" MASTER BATHROOM

SERIES 238 CASEMENT

1'-6" SON'S BEDROOM

8'-0"

3'-0"

OPERABLE

1'-6"

SERIES 238 CASEMENT

1'-8"

9'-1" MAINTAIN

7'-7" 6'-0"

4'-1012"

28" DOOR - (INTERIOR) -LOCATION:

FIXED WINDOW

10"

8'-0"

OPERABLE

1ST FLOOR LEVEL CONCRETE SLAB

24" DOOR - (INTERIOR) -LOCATION:

2'-11 7/8" LOBBY 2ND FLOOR

1'-7"

FIXED WINDOW

OPERABLE

1" x 4" MULLION

8'-0"

1" x 4" MULLION

2'-0"

SERIES 238 HALF CIRCLE FIXED

8'-0"

9'-814" 3" 7'-64

SERIES 238 ARCH TOP FIXED

2'-0"

5'-0"

4'-4"

BEDROOM ENTRY DOOR - (EXTERIOR) ESTATE ENTRANCES PAIR OF DOORS SERIES 238 ARCH TOP FIXED (ON TOP) MULLION 2" x 6" LOCATION: MASTER BEDROOM, BEDROOM 2

SUNNY ISLES RESIDENCE

BACK ENTRY DOUBLE DOOR - (EXTERIOR) ESTATE ENTRANCES PAIR OF DOORS ESTATE ENTRANCES INTEGRAL TRANSOM (ON TOP) LOCATION: GREAT ROOM 1

2'-8 1/2" BEDROOM 4

CABANA ROOM ENTRY DOOR - (EXTERIOR) CGI ESTATE 450 OUTSWING LARGE MISSILE LOCATION: 3 CAR GARAGE

ESTATE ENTRANCES PAIR OF DOORS

1'-7"

GARAGE ENTRY DOOR - (EXTERIOR) CGI ESTATE 450 OUTSWING LARGE MISSILE LOCATION: 3 CAR GARAGE

ESTATE ENTRANCES PAIR OF DOORS

1'-1" CORRIDOR 3

ESTATE ENTRANCES SINGLE DOOR

6'-212"

8'-0 5/8" SON'S BATHROOM

ENTRY DOOR - (EXTERIOR) ESTATE ENTRANCES PAIR OF DOORS SERIES 238 HALF CIRCLE FIXED (ON TOP) MULLION 2" x 6" LOCATION: GREAT ROOM 1

6'-212"

OPERABLE

7'-7" APPLIES FOR BATHROOM 3 & BATHROOM 4

ESTATE ENTRANCES SINGLE DOOR

FIXED

OPERABLE

10"

ESTATE ENTRANCES PAIR OF DOORS

FIXED

3" 8'-04

6'-212"

FIXED GLASS 5" 2'-108

3" 8'-04

FIXED GLASS 5" 2'-108

OPERABLE

3" 8'-04

FIXED

3" 11'-04

11'-312"

10"

FIXED WINDOW

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

RAIN DRIP CAP

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

INTEGRAL TRANSOM RAIN DRIP CAP

2" x 6" MULLION

A & A DESIGN GROUP, INC.

11 4"

2'-0"

3'-

SERIES 238 ARCH TOP FIXED

3'-114"

FIXED WINDOW

ESTATE ENTRANCES INTEGRAL TRANSOM

TYPICAL DOORS TYPICAL WINDOWS DOOR & WINDOW SCHEDULES

2" x 6" MULLION

3'-0"

SERIES 238 HALF CIRCLE FIXED

FIXED WINDOW

10"

1'-6"

1. ALL WINDOWS TO BE CAT. II IMPACT RESISTANT HORIZONTAL SLIDERS, CGI ESTATE COLLECTION OR EQUAL.

3. ALL M.O. AND WINDOW DIMENSIONS MUST BE FIELD VERIFIED BY GENERAL CONTRACTOR AND WINDOW INSTALLER PRIOR TO ORDERING WINDOWS AND ALL OPENINGS SHOULD BE ADJUSTED CORRECTLY BEFORE MASONRY CONSTRUCTION BEGINS. ALL OPENINGS SHOULD ALLOW ALL WINDOWS TO BE INSTALLED PERFECTLY ACCORDING TO CODE AND MANUFACTURER'S RECOMMENDATIONS, TYP.

FIXED 1" x 4" MULLION

4. ALL EGRESS WINDOW SIZES AND DIMENSIONS TO BE VERIFIED WITH WINDOW MANUFACTURER, EACH MANUFACTURER HAS THEIR OWN SPECIFIC WAY OF MEETING THE MINIMUM SIZE REQUIREMENTS WHICH MIGHT CHANGE DE WINDOW DIMENSIONS SHOWN, TYP. 11'-6"

5'-212"

8'-0" MAINTAIN

5'-6"

OPERABLE

4'-0"

OPERABLE

REVISIONS

2. ALL WINDOWS TO HAVE CLEAR LoE 366 GLAZING.

DESCRIPTION

07 EXTERIOR CASEMENT GLASS WINDOW (2) SERIES 238 CASEMENT MULLION 1" x 4" (BETWEEN OPERABLE WINDOWS) SERIES 238 ARCH TOP FIXED MULLION 1" x 4" LOCATION: BEDROOM 3

SERIES 238 CASEMENT

FIXED

1. ALL SWINGING GLASS DOORS, SLIDING GLASS DOORS, SIDELITES & SHOWER ENCLOSURES WITHIN 60' A.F.F. OF TUBS & SHOWERS SHALL HAVE CATEGORY 2 SAFETY GLAZING, AS PER F.B.C. 2411.3 & 2405.2.1 (1) & (2). 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET AS PER 21-2.4.3.

SEAL

3. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM OUTSIDE DURING AN EMERGENCY WHEN LOCKED.

3'-0"

08 EXTERIOR FIXED GLASS WINDOW (3) SERIES 238 RECTANGLE FIXED SERIES 238 HALF CIRCLE FIXED (3) MULLIONS 1" x 4" (BETWEEN WINDOWS) LOCATION: MIDDLE LANDING - STAIR

9'-11 1/2" FROM FIRST LEVEL

2ND FLOOR LEVEL CONCRETE SLAB

2'-6" BEDROOM 3

SERIES 238 CASEMENT

21'-5 1/2" FROM FIRST LEVEL

FIXED

3. ALL M.O. AND EXTERIOR DOOR DIMENSIONS MUST BE FIELD VERIFIED BY GENERAL CONTRACTOR AND WINDOW INSTALLER PRIOR TO ORDERING WINDOWS AND ALL OPENINGS SHOULD BE ADJUSTED CORRECTLY BEFORE MASONRY CONSTRUCTION BEGINS. ALL OPENINGS SHOULD ALLOW ALL WINDOWS TO BE INSTALLED PERFECTLY ACCORDING TO CODE AND MANUFACTURER'S RECOMMENDATIONS, TYP. SHEET NO.

4. CONTRACTOR TO FIELD VERIFY ALL INTERIOR DOOR OPENINGS AND DIMENSIONS PRIOR TO INSTALLATION OF DOORS AND IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY ARCHITECT SO OPENING DIMENSIONS MAY BE ADJUSTED.

5. DOOR 06 BETWEEN GARAGE & LIVING SPACES SHOULD COMPLY WITH THE FOLLOWING: DOOR SEPARATING GARAGE SPACE FROM LIVING SPACES SHALL HAVE A 20 MINUTE FIRE RATED AND BE FABRICATED OF A 1 3/4" SOLID CORE WOOD PANEL WITH RABETTED JAMBS & EQUIPPED WITH AN APPROVED SELF CLOSER DEVICE AS REQUIRED BY LOCAL MUNICIPALITIES. 6. ALL INTERIOR DOORS WILL BE INSTALLED WITH (4) 4" x 4" HINGES SQUARED EDGE BY BALDWIN.

SUPPLIER CONTACT INFORMATION: GARAGE DOORS: JULIAO GARAGE DOORS INC. 8004 NW 154th ST. SUITE # 244 PHONE: 305-826-0250. E-MAIL: jgaragedoors@hotmail.com

EXTERIOR DOORS & WINDOWS BY CGI: R & S INCORPORATED. CONTACT: MIKE DONALDSON 8715 SW 129th TERRACE, MIAMI, FL 33176 PHONE: 305-256-6666. E-MAIL: mike@rscompanies.com

INTERIOR DOOR SUPPLIER: SHERIDAN LUMBER. CONTACT: PAUL LA ROCCA 2044 SHERIDAN STREET, HOLLYWOOD, FL 33020 PHONE: 305-947-8210 CEL: 954-325-7280 E-MAIL: paul@sheridanlumber.com

A-17

2842 WATERFORD DRIVE SOUTH DEERFIELD BEACH, FL 33442 PHONE: 561-706-5161 CERTIFICATION OF AUTHORIZATION: # 29225

SUNNY ISLES RESIDENCE

SOLID POPLAR PAINT GRADE

WALL MOUNTED DOOR STOP BALDWIN 5121 ESTATE LEVER W/ 5019 ROSE. SATIN NICKEL FINISH

3/4"

1/2" THK. DRYWALL 1 A-18

3 5/8" C-CHANNEL

TYPICAL BASEBOARD SCALE: FULL SCALE

2 A-18

MDF SOLID CORE DOOR

TYP. DOOR CASING

3" MINERAL WOOL BATT

TYP. DOOR CASING

1/2" THK. DRYWALL

S C H E D U L E

DOOR HARDWARE SCHEDULE FINISHES SCHEDULE INTERIOR DOOR DETAILS

F I N I S H E S

TYPICAL INTERIOR DOOR DETAIL SCALE: 1 1/2" = 1'-0"

3 3/4"

1 1/2"

1/4" RADIUS

18950 NORTH BAY ROAD, SUNNY ISLES BEACH FLORIDA 33160

7 1/4"

A & A DESIGN GROUP, INC.

1/4" 1/8"

REVISIONS

5/8"

SOLID POPLAR PAINT GRADE

MATCH THIS SHAPE FOR ARCH WINDOWS IN BENDABLE MOLDING PAINT GRADE

15/16"

5/8"

DESCRIPTION

7 3/4"

1 1/8"

7 3/4"

2 1/2"

3 1/2"

4 A-18

TYPICAL PLINTH BLOCK DETAIL SCALE: FULL SCALE

3 A-18

TYP. DOOR & WINDOW CASING SCALE: FULL SCALE

ROOM FINISH SCHEDULE NOTES 1.- BATHROOMS FLOOR FINISH TO BE CERAMIC TILE OR MARBLE AS INDICATED ON FINISHES SCHEDULE. COORDINATE WITH ARCHITECT FOR APPROPRIATE FINISH AND CLEARANCE ALLOWANCES TO FLOOR. 2.- INTERIOR FINISH MATERIALS TO BE CLASS "C" AS FBC. 803.3 3.- SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER RESISTANT (DUROCK BOARDS) TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE COMPARTMENT FLOOR AT THE DRAIN (FBC. 1204.3)

SEAL

SHEET NO.

A-18