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1876 BEACH AVE DWGSHAKIM RESIDENCE N6z.,3,4. 1/211 1876 BEACH AVENUE DTI ANTIC RFAr.H FI-C)RIDA ' 32233 --------- __ ____---+- - -_-- — — — --- --- - --------------I — — — ----- -_-_- ------ ----- ----- ------- SILT FENCE PROPERTY LINE ' I MINIMUM BUILDING SET ACK LINE PER CO E I� I � I I; I ' I PROJECT LOCATION 2 A 301 I ' I ' 1 I A 400 I I ISI I I I I I I 1 CHIMNEY r SHEET LIST SHEET NUMBER SHEET NAME A100 TITLE SHEET IA 101 GENERAL NOTES A 102 GENERAL NOTES FLASHING DETAILS A103 A 104 FLASHING DETAILS A 200 DEMO PLANS A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 THIRD FLOOR PLAN A 204 FINAL PLANS A 205 ROOF PLAN A 206 SCHEDULES A 300 ELEVATIONS ELEVATIONS SECTIONS SECTIONS A 301 A 400 A 401 A 402 SECTIONS A 403 SECTION DETAILS A 404 SECTION DETAILS E 200 FIRST FLOOR RCP - ELECTRICAL E 201 SECOND FLOOR RCP - ELECTRICAL E 202 THIRD FLOOR RCP - ELECTRICAL Total: 22 NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" mmmmmmmi A 401 I I II I ISI I � I 7'-611 II SSB II I I I MINIMUM BUILDING SETBACK LINE PER �; I CODE I I I I I� I I I I I I I PROPERTY LINE II' I I I I' I I I I I� I I I SILT FENCE I I ' I I I TEMPORARY TOILET LOCATION i I I I I I I I ----------- N -37'-8 1/2" -_ �_ - — — — �E 4-2 1/2" TEMPORARY DUMPSTER LOCATION I 2 SITE PLAN A 300 3/16" = V-0" I EAVE EDGE I _2 A 404 N 0 I I I - _ _ ----- — ----------- -- _ J -- SILT FENCE POOL SKYLIGHT IINIMUM UILDING ETBACK LINE ER CODE—k---I PERMEABLE PA PROPERTY LINE 7' N 66'-8" C aOf A '2111" ISSUED FOR PERMIT AND CONSTRUCTION 01.02.2018 APPLICABLE CODES: • 2010 FLORIDA ACCESSIBILITY CODE, FBC CHAPTER 11 • FLO"RIDA BUILDING CODE - BUILDING 2014 EDITION • FLORIDA BUILDING CODE - RESIDENTIAL 2014 EDITION • FLORIDA BUILDING CODE - PLUMBING 2014 EDITION FLORIDA BUILDING CODE - FUEL GAS 2014 EDITION • FLORIDA BUILDING CODE - MECHANICAL 2014 EDITION • NATIONAL ELECTRICAL CODE - 2011 EDITION I NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS 2010 EDITION I) II • FLORIDA FIRE PREVENTION CODE - 2014 EDITION I • �Nfl `2009 NFPA 101 LIFE SAFETY CODE MINIMUM BUILDING SETBACK LINE PER CODE COMPLIANCE METHODS: II I WORK AREA COMPLIANCE METHOD (FBC 101.5.2) THE BUILDING OR PORTION THERE OF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS"SAFE OR ENERGY EFFICIENT THAN ITS EXISTING CONDITION. PROPERTY LINE (FBC 601.2) ACCESSORY OCCUPANCY: I I SINr- `= FAMILY RESIDENTIAL DWELLING. I II �I BUILDi Cj OCCUPANCY CLASSIFICATION: I ZONED RV -M it FIRE�.ATING SEPARATION: 1 HC'j=:» 'r1vNEEN GROUP R-1 AND A OCCUPANCIES (FBC TABLE 508.4) MEANS (.,F EGRESS: NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT LOAD 1�)REATER THAN 49 (FBC TABLE 1015.1) iiUIPORTANT: *ALL. BE=D�-'OOMS IN THIS RESIDENCE MEET OR EXCEED THE EME, :GEf:CY ESCAPE AND FIRE RESCUE REQUIREMENTS BY ' HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS I AND CORRESPONDING ROUGH OPENING IN WINDOW I � SCHEDULE. TO THE BEST OF MARK MACCO, ARCHITECTS KNOWLEDGE, THE INFORMATION AND BELIEF, THAT THE PATH OF EGRESS TRAVEL WITHIN THE ALTERED TENANT SPACE IS IN COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE, CHAPTER 11 OF THE FLORIDA BUILDING CODE 2010. I SILT FENCE I I II I I I I it —� — DRIVEWAY II I I I � I I'I I I II I I I I _ _-----J N -33'-5 1/2" I I SILT FENCE II I *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. *A FOONDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING ' STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHLAD UTILITIES IN VICINITY OF PROPOSED BUILDING CALCULATIONS: LOT TOTAL: 7,363 SF 1ST FL. AC SPACE: 1,208 SF 2ND FL. AC SPACE: 1,508 SF 3RD FL. AC SPACE: 1,073 SF TOTAL AC SPACE: 3,789 SF O 1 ST FL. COVERED DECK AREA 322 SF a 2ND FL. FRONT DECK AREA 371 a cc 2ND FL. REAR DECK AREA 56 F U uu. 3RD FL. DECK AREA 517 SF jO ,Q U. BUILDINGSITE FOOT PRINT: 2,018 SF u- © a TOTAL SITE COVERAGE: 3,669 SF_ w I� U cn TOTAL LOT PERCENT COVERAGE: 50% MARK MACCO ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com P H : 904. 249 -AR C H ( 2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SITE PREPARATION A. SECTION REQUIREMENTS: 1. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING MATERIALS BEYOND INDICATED SUB GRADE ELEVATIONS OR DIMENSIONS WITHOUT DIRECTION BY ARCHITECT. UNAUTHORIZED EXCAVATION AND REMEDIAL WORK SHALL BE AT CONTRACTOR'S EXPENSE. 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY SERVICES WITHIN CONTRACT. B. MATERIALS: 1. SATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM. FREE OF ROCK OR GRAVEL. LARGER THAN 2" (50MM) IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, OR OTHER DELETERIOUS MATTER. 2. UNSATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS GC, SC, ML,MH, CL, CH, OL, OH, AND PT. 3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS. 4. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95 PERCENT PASSING A 1-1/2" (38MM) SIEVE. 5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A 1" (25MM) SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO. 200 (0.075MM) SIEVE. 6. DRAINAGE FILL; WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE OR CRUSHED OR UNCRUSHED GRAVEL, ASTM D 448, SIZE 57, WITH 100 PERCENT PASSING. A 1-1/2" (38MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 8 (2.36MM) SIEVE. C. EARTHWORK: 1. PROTECT SUB GRADES AND FOUNDATION SOILS FROM SOFTENING AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST. 2. EXCAVATE TO SUB GRADE ELEVATIONS REGARDLESS OF CHARACTER OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED. 3. EXCAVATE FOR STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND GRADES. 4. UTILITY TRENCHES: EXCAVATE TRENCHES TO INDICATED SLOPES, LINES, DEPTHS, AND INVERT ELEVATIONS. MAINTAIN 12" (300MM) OF WORKING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. I. PLACE, COMPACT, AND SHAPE BEDDING COURSE TO PROVIDE CONTINUOUS SUPPORT FOR PIPES AND CONDUITS OVER ROCK AND OTHER UNYIELDING BEARING SURFACES AND TO FILL UNAUTHORIZED EXCAVATIONS. II. PLACE AND COMPACT INITIAL BACK FILL OF SATISFACTORY SOILED MATERIAL OR SUBBASE MATERIAL, FREE OF PARTICLES LARGER THAN 1" (25MM) TO A HEIGHT OF 12" (300MM) OVER THE UTILITY PIPE OR CONDUIT. PLACE AND COMPACT FINAL BACK FILL OF SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE. 5. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN ONE VERTICAL TO FOUR HORIZONTAL TO RECEIVE FILL. 6. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL, AND RE -COMPACT. 7. PLACE BACK FILL AND FILL IN LAYERS NOT MORE THAN 8" (200MM) IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS TO 95 PERCENT OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D1557; ELSEWHERE TO 90 PERCENT 8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION, LINES, AND ELEVATIONS INDICATED. GRADE LAWNS, WALKWAYS, AND UNPAVED SUB GRADES TO TOLERANCES OF PLUS OR MINUS 1-114" (32MM) AND PAVEMENTS AND AREAS WITHIN BUILDING LINES TO PLUS OR MINUS 1/2" (13MM). 9. UNDER PAVEMENTS AND WALKWAYS, PLACE SUB BASE COURSE MATERIAL ON PREPARED SUB GRADES AND COMPACT AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS-SECTION AND THICKNESSES. 10. UNDER SLABS -ON -GRADE, PLACE DRAINAGE FILL ON PREPARED SUB GRADE AND COMPACT TO REQUIRE CROSS- SECTION AND THICKNESS. 11. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB GRADE AND EACH FILL OR BACK FILL LAYER AND VERIFY COMPLIANCE WITH REQUIREMENTS. 12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. TERMITE CONTROL C. CONCRETING: A. TERMICIDES: 1. CONSTRUCT FORM WORK AND MAINTAIN TOLERANCES AND SURFACE IRREGULARITIES 1. PROVIDE A WORKING SOLUTION IN CONCENTRATIONS WITHIN ACI 117 LIMITS OF CLAS "A" FOR CONCRETE RECOMMENDED BY MANUFACTURER. EXPOSED TO VIEW AND CLASS ".." FOR OTHER CONCRETE SURFACES. B. INSTALLATION: 2. SET WATER STOPS WHERE INDICATED TO 1. PREPARE SURFACES AND APPLY TREATMENT AT RATES ENSURE JOINT WATER TIGHTNE S. AND CONCENTRATIONS RECOMMENDED IN MANUFACTURE'S WRITTEN INSTRUCTIONS. 3. PLACE VAPOR RETARDER ON PREPARED SUB GRADE, WITH JOINTS LAPPED 6 INCHES (150MM) 2. APPLY TERMITE CONTROL TO ALL AREAS OF NEW AND SEALED. CONSTRUCTION. 4. ACCURATELY POSITION, SUPPORT, AND SECURE 3. POST SIGNS IN AREAS OF APPLICATION WARNING REINFORCEMENT. WORKERS THAT SOIL TERMITICIDE TREATMENT HAS BEEN APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED BY 5. INSTALL CONSTRUCTION, ISOLATION, AND OTHER CONSTRUCTION. CONTROL JOINTS. 4. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO 6. PLACE CONCRETE IN A CONTINUOUS OPERATION AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR AND CONSOLIDATE USING MECHANICAL VIBRATING OTHER CONSTRUCTION ACTIVITIES FOLLOWING EQUIPMENT. APPLICATION. 7. PROTECT CONCRETE FROM PHYSICAL DAMAGE 5. MASSEY TO PROVIDE TERMITE TREATMENT. OR REDUCED STRENGTH DUE TO WEATHER EXTREMES DURING MIXING, PLACING, AND CURING. 8. FORMED SURFACE FINISH: SMOOTH FORMED CAST IN PLACE CONCRETE FINISH FOR CONCRETE EXPOSED TO VIEW, COATED, OR COVERED BY WATERPROOFING OR A. SECTION REQUIREMENTS: OTHER DIRECT APPLIED MATERIAL; ROUGH FORMED FINISH ELSEWHERE. 1. SUBMIT PRODUCT DATA. 9. UNFORMED SLAB FINISHES; SCRATCH FINISH FOR 2. COMPLY WITH ASTM C-94, ACI -301, "SPECIFICATIONS FOR SURFACES TO RECEIVE MORTAR SETTING BEDS. STRUCTURAL CONCRETE FOR BUILDINGS"; ACI -318, FLOAT FINISH SURFACES FOR INTERIOR STEPS, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL RAMPS AND SURFACES TO RECE VE CONCRETE"; AND CRSI'S "MANUAL OF STANDARD WATERPROOFING, ROOFING OR OTHER DIRECT PRACTICE". APPLIED MATERIAL. TROWELED -INISH FOR FLOOR SURFACES AND FLOORS TO REC -IVE FLOOR 3. ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY COVERINGS, PAINT, OR OTHER T flN FILM FINISH TO TEST CONCRETE MIXES. COATINGS. TROWEL AND FINE BROOM FINISH FOR SURFACES TO RECEIVE THIN SET TILE. NON SLIP BROOM FINISH TO EXTERIOR CO CRETE B. MATERIALS: PLATFORMS, STEPS, AND RAMPS * CONCRETE FINISH TO BE GROUND AND POLISHED. 1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 60 SIX STEP PROCESS TO 600 GRIT FINISH. (ASTM A -615M, GRADE 420). 2. WELDED STEEL WIRE FABRIC, ASTM A-185, FLAT SHEETS, 10. UNIFORMLY SPREAD 25 LB/10C SQ. FT. (1.5 NOT ROLLS. 6X6, #10410. KG/SQ. M.) OF DAMPENED NON SLIP AGGREGATE 3. PORTLAND CEMENT; ASTM C-150, TYPE 1. OVER FLOAT FINISHED PAVING SURFACE. TAMP AND EXPOSE NON SLIP AGGREGATE. 4. FLY ASH; ASTM C-618, TYPE F. MAX. 20% OF TOTAL 11. APPLY DRY SHAKE COLOR HARDENER TO FLOAT CEMENT & FLY ASH. FINISHED SURFACE, REPEATING FLOAT FINISHING 5. AGGREGATE; ASTM C-33, CLAS 4S. TO EMBED EACH APPLICATION. A PLY FINAL TROWEL FINISH. 6. FIBER REINFORCEMENT; ASTM C-1116, TYPE III, 12. CURE FORMED SURFACES BY MOIST CURING ENGINEERED POLYPROPYLENE FIBERS. UNTIL FORMS ARE REMOVED. 7. AIR -ENTRAINING ADMIXTURE; ASTM C-260. 13. BEGIN CURING UNFORMED CONCRETE AFTER 8. CHEMICAL ADMIXTURE; ASTM C-494. FINISHING. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST SEVEN DAYS. 9. WATER STOPS; FLAT DUMBBELL OR CENTER BULB TYPE, 14. OWNER WILL ENGAGE A TESTING AGENCY TO OF EITHER RUBBER (CRD C-513) OR PVC (CRD C-572). PERFORM TESTS AND TO SUBMIT TEST REPORTS. 10. VAPOR RETARDER; CLEAR 6-MIL-(0.2MM) THICK 15. PROTECT CONCRETE FROM DAMAGE. REPAIR POLYETHYLENE. SURFACE DEFECTS IN CONCRETE. 11. LIQUID MEMBRANE -FORMING CURING COMPOUND; ASTM C-309, CLEAR, TYPE 1, CLASS B WATERBORNE. ROUGH CARPENTRY 12. NONSLIP AGGREGATE; FACTORY PRODUCED, A. SECTION REQUIREMENTS: RUSTPROOF, NON GLAZING, FUSED ALUMINUM OXIDE 1. SUBMIT MODEL CODE EVALUATION REPORTS FOR GRANULES OR CRUSHED EMERY, UNAFFECTED BY ENGINEERED WOOD PRODUCTS. FREEZING MOISTURE, AND CLEANING MATERIALS. PRODUCTS: 13. DRY SHAKE COLOR HARDENER; PACKAGED, DRY B. LUMBER, GENERAL: COMBINATION OF MATERIALS CONSISTING OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, NON FADING 1. DRESSED LUMBER, S4S, 19% MAXIMUM MOISTURE MINERAL OXIDE COLORING PIGMENTS, AND PLASTICIZING CONTENT FOR 2" (38MM) THICKNESS OR LESS, MARKED ADMIXTURE COLOR AS FOR AS SELECTED BY ARCHITECT. WITH GREADE STAMP OF INSPECTION AGENCY. 14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR C. TREATED MATERIALS: HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE. 1. PRESERVATIVE TREATED MATERIALS; AWPA C2 I. COMPRESSIVE STRENGTH: 2500 PSI (17.3 MPA) AT LUMBER AND AWPA, C9 PLYWOOD, LABELED BY AN 28 DAYS. INSPECTION AGENCY APPROVED Ely ALSC'S BOARD OF REVIEW. AFTER TREATMENT, KILN. DRY LUMBER AND II. SLUMP LIMIT: 4" (100MM) AT POINT OF PLACEMENT. PLYWOOD TO 19 AND 15% MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND THE III. WATER CEMENT RATIO: 0.45 MAX AT POINT OF FOLLOWING: PLACEMENT. I. WOOD MEMBERS IN CONNECTION WITH IV. AIR CONTENT: 5.5 TO 7.0 PERCENT FOR ROOFING, FLASHING, VAPOR BARRIERS AND CONCRETE EXPOSED TO FREEZING AND THAWING, 2 WATER PROOFING. TO 4 PERCENT ELSEWHERE II. CONCEALED MEMBERS IN CONTACT WITH 15. REFER TO STRUCTURAL ENGINEERING PLANS AND MASONRY OR CONCRETE. SPECIFICATIONS, III. WOOD FRAMING MEMBERS LESS THAN 18 INCHES (460MM) ABOVE GRADE. IV. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH. ROUGH CARPENTRY 2. FIRE RETARDANT TREATED MATERIALS: AWPA C20 LUMBER AND AWPA C27 PLYWOOD, INTERIOR TYPE "A" TREATMENT, LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. D. LUMBER: 1. DIMENSION LUMBER: THE FOLLOWING GRADES PER INSPECTION AGENCY INDICATED: I. NON -LOAD BEARING INTERIOR PARTITIONS: STANDARD STUD OR #3 GRADE. MIXED SOUTHERN PINE: SPIB. II. FRAMING OTHER THAN NON LOAD BEARING PARTIIONS: CONSTURCTION OR #2 GRADE: SOUTHERN PINE SPIB. III. EXPOSED FRAMING SELECT STRUCTURAL GRADE, HAND SELECTED: SOUTHERN PINE: SPIB. 3. MICRO LAM BEAMS: LAID UP FROM WOOD STRANDS WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D WITH GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS. I. EXTREME FIBER STRESS IN BENDING: 2900 PSI (20 MPa) FOR 12" NOMINAL (286MM ACTUAL) DEPTH MEMBERS. II. MODULUS OF ELASTICITY: 2,000,000 PSI (13,800 MPa). III. FY=285 PSI. 4. PREFABRICATED WOOD/ I -JOISTS: MADE FROM STRESS GRADED LUMBER FLANGES AND WOOD BASED STRUCTURAL USE PANEL WEBS WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D 2559. I. STRUCTURAL CAPACITIES: ESTABLISH AND MONITOR STRUCTURAL OPACITIES ACCORDING TO ASTM D 5055. 5. REFER TO STRUCTURAL ENGINEERING PLANS AND SPECIFICATIONS. E. PANEL PRODUCTS: I. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PSI, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. II. PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT SPACING INDICATED. III. COMBINATION SUB FLOOR UNDERLAYMENT: APA RATED STURD-I-FLOOR, EXPOSURE 1. IV. SUB FLOORING: APA RATED SHEATHING, EXPOSURE 1. V. WALL SHEATHING: APA RATED STRUCTURAL I SHEATHING, EXPOSURE 1. VI. ROOF SHEATHING: APA RATED STRUCTURAL I SHEATHING, EXTERIOR. VII. PLYWOOD UNDERLAYMENT FOR RESILIENT FLOORING: APA B -C UNDERLAYMENT EXTERIOR PLYWOOD PANELS WITH FULLY SANDED FACE. VIII. PLYWOOD UNDERLAYMENT FOR CERAMIC TILE: APA RATED UNDERLAYMENT GRADE EXTERIOR PLYWOOD, 5/8" (15.9MM) THICK. IX. PLYWOOD UNDERLAYMENT FOR CARPET: APA UNDERLAYMENT EXPOSURE 1 PLYWOOD PANELS WITH FULLY SANDED FACE. 3. PARTICLE BOARD UNDERLAYMENT: ANSI A208.1, GRADE PBU. 4. HARD BOARD UNDERLAYMENT: ANSI/AHA Al 35.4, CLASS 4 SERVICE. S1S WITH BACK SIDE SANDED. 5. FIBERBOARD SHEATHING: ANSI/AHA A194.1, TYPE IV, CLASS 1, 11 INCH (13MM) THICK. 6. GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE. 7. GLASS FIBER SURFACED GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE SURFACED ON FACE AND BACK WITH GLASS FIBER MATS AND ALKALI RESISTANT COATING. 8. EXTRUDED CELLULAR POLYSTYRENE SHEATHING: ASTM C-578 TYPE IV WITH T&G SHIP LAP LONG EDGES. 9. POLYI SOCYAN U RATE FOAM SHEATHING: FS HH - 1 -1972/1, CLASS 1 OR 2; WITH ALUMINUM FOIL FACINGS. FOAM PLASTIC CORE AND FACINGS SHALL HAVE FLAME SPREAD OF 25 OR LESS, WHEN TESTED INDIVIDUALLY. F. MISCELLANEOUS PRODUCTS: 1. AIR INFILTRATION BARRIER: ASTM D 226, TYPE 1, #15 ASPHALT FELT, UNPERFORATED. 2. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. PROVIDE FASTENERS WITH A HOT DIP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. G. EXECUTION: A. INSTALLATION: 1. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER CONSTRUCTION. 2. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH THE FOLLOWING: 3. WOOD BASED STRUCTURAL USE PANEL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE #1. HAVE A MINIMUM NOMINAL THICKNESS OF 19/32" AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. SPAN RATING PANEL IDENTIFICATION INDEX IS 32/16. MAXIMUM SPAN IF BLOCK OR OTHER EDGE SUPPORTS IS 32". MAXIMUM SPAN WITHOUT EDGE SUPPORT IS 28". PLYWOOD TO BE TYPE CDX. I. 8D RING SHANK NAILS AT 6" TYPICAL. II. AT GABLE ENDS, USE 8D RING SHANK NAILS AT 4" O.C. TYPICAL FOR FIRST THREE TRUSSES. 4. NAILING AT WINDOWS: WIDTH 64" OR SMALLER, USE (2) .097"-X2" LONG NAILS AT 16" O.C. FOUR SIDES. 5. NAILING AT SLIDING GLASS DOORS: USE (2).097-X2" LONG NAILS AT 16"O.C. TOP AND BOTTOM AND AT FIXED JAMB. MISCELLANEOUS CARPENTRY PRODUCTS: A. LUMBER: 1. INTERIOR PARTITION FRAMING: STANDARD STUD, OR #3 GRADE: MIXED SOUTHERN PINE; SPIB. 2. OTHER FRAMING: CONSTRUCTION OR #2 GRADE: SOUTHERN PINE SPIB. 3. EXPOSED BOARDS: MATCH EXISTING. 4. CONCEALED BOARDS: MIXED SOUTHERN PINE, #2. 5. MISCELLANEOUS LUMBER: #3 OR STANDARD GRADE OF ANY SPECIES FOR NAILERS, BLOCKING AND SIMILAR MEMBERS. B. INTERIOR WOOD TRIM: 1. SOFTWOOD TRIM: EASTERN WHITE, IDAHO WHITE, LODGE POLE, PONDEROSA, OR SUGAR PINE; GRADE B & BETTER, SELECT OR SUPREME. 2. WOOD MOLDING PATTERNS: STOCK MOLDINGS INDICATED, MADE TO PATTERNS INCLUDED IN WMMPA WM 7 AND GRADED UNDER WMMPA WM 4; "N" GRADE FOR TRANSPARENT FINISH. 3. CLOTHES RODS; (1) 1/2" (38MM) DIAMETER, CLEAR, KILN DRIED HARDWOOD RODS. C. PANEL PRODUCTS: 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PSI, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING WITH GRADE REQUIREMENTS. II. MISCELLANEOUS CONCEALED PANELS: APA RATED SHEATHING EXPOSURE 1 SPAN RATING TO SUIT FRAMING IN EACH LOCATION. III. MISCELLANEOUS EXPOSED PLYWOOD: A -D INTERIOR, THICKNESS AS INDICATED. 2. PARTICLE BOARD; COMPLY WITH AND FACTORY MARK EACH PANEL ACCORDING TO ANSI A208.1. PARTICLE BOARD UNDERLAYMENT: GRADE PBU. D. FASTENERS: 1. FASTENERS OF SIZE AND TYPE INDICATED. WHERE CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. PROVIDE FASTENERS WITH A HOT DOP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. I. POWER DRIVEN FASTENERS: CABO NER- 272. WOOD ROOF TRUSSES (PER ENGINEERING DWGS.) A. SECTION REQUIREMENTS: 1. ENGINEER, FABRICATE, AND ERECT METAL PLATE CONNECTED WOOD TRUSSES TO WITHSTAND DESIGN LOADS WITHOUT EXCEEDING DEFLECTION LIMITS OF ANSI/TPI 1, "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." 2. IN ADDITION TO PRODUCT DATA, SUBMIT SHOP DRAWINGS AND STRUCTURAL ANALYSIS DATA, SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE FABRICATOR WHO IS REGISTERED IN FLORIDA. 3. ENGAGE A FABRICATOR WHO PARTICIPATES IN A RECOGNIZED QUALITY ASSURANCE PROGRAM THAT INVOLVES INSPECTION BY AN INDEPENDENT INSPECTING AND TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 4. COMPLY WITH ANSI/TPI 1; TPI HIB, "COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES"; AND AFPA'S "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND IT'S "SUPPLEMENT". 5. COMPLY WITH THE FOLLOWING: WWL TOP CHORD .......... 20psf BOTTOM CHORD..............5psf WDL TOP CHORD .......... 20psf BOTTOM CHORD..............5psf WIND TOP CHORD ..... 11O MPH TOP CHORD OF TRUSSES TO BE #2 SOUTHERN PINE. B. MATERIALS: 1. DIMENSION LUMBER: COMPLY WITH DOC PS 20, "AMERICAN SOFTWC^C LUMBER STANDARD", ANY SPECIES, GRADED VISUALLY OR MECHANICALLY. 2. CONNECTOR PLATES: STRUCTURAL QUALITY STEEL SHEET, ZINC COATED, COMPLYING WITH ASTM A-653, GRADE 33, G60 (ASTM A -653M, GRADE 230, Z180) COATING DESIGNATION; AT LEAST 0.0359" (0.91 MM) THICK. 3. FASTENERS: HOT DOP GALVANIZED PER ASTM A-153 OR STAINLESS STEEL, TYPE 304 OR 316, WHERE EXPOSED TO WEATHER OR TO HIGH RELATIVE HUMIDITIES. SIZE AND TYPE INDICATED. 4. METAL FRAMING ANCHORS: MANUFACTURED FROM HOT DIP, ZINC COATED STEEL SHEET COMPLYING WITH ASTM A-653, G60 (ASTM A -653M, Z180) COATING DESIGNATION; STRUCTURAL, COMMERCIAL, OR LOCK FORMING QUALITY, AS STANDARD WITH MANUFACTURER FOR TYPE OF ANCHOR INDICATED. C. FABRICATION.- 1. ABRICATION: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS MEMBERS BY METAL CONNECTOR PLATES. 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. D. INSTALLATION: 1. INSTALL AND BRACE TRUSSES ACCORDING TO RECOMMENDATIONS OF TPI. SPACE TRUSSES AS INDICATED; INSTALL PLUMB, SQUARE, AND TRUE TO LINE; AND SECURELY FASTEN TO SUPPORTING CONSTRUCTION. 2. ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS USING METAL FRAMING ANCHORS AND FASTEN SECURELY. 3. SECURELY CONNECT EACH TRUSS PLY REQUIRED FOR FORMING BUILT UP GIRDER TRUSSES. ANCHOR TRUSSES TO GIRDER TRUSSES. (CONTINUED ON NEXT SHEET).... JOB COPY „JARCHITECT.So ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com b fj rCo MARK W. MACCO =7 AR96004 k4$�eDp. Co / � E MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE GENERAL NOTES Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 101 Scale 12" = 1'-0" 1 WOOD ROOF TRUSSES, CONTINUED... E. FABRICATION: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS MEMBERS BY METAL CONNECTOR PLATES. 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. NOTE: THE TRUSS LAYOUT SHOWN ON THE DRAWINGS MAY BE ALTERED BY THE TRUSS SUPPLIER PROVIDED THAT THE ENGINEER OF RECORD IS NOTIFIED OF ANY REVISIONS TO THE ROOF SUPPORT LOCATIONS. IF THE TRUSS SUPPLIER MAKES REVISIONS WITHOUT NOTIFICATION TO THE ENGINEER, THE TRUSS SUPPLIER ASSUMES FULL RESPONSIBILITY FOR THE STRUCTURAL DESIGN TO THE SUBSTRUCTURE, INCLUDING WALLS, POSTS AND FOUNDATIONS. EXTERIOR ARCHITECTURAL WOODWORK A. SECTION REQUIREMENTS: 1. SUBMIT SHOP DRAWINGS. 2. QUALITY STANDARD: ARCHITECTURAL WOODWORK INSTITUTE'S "ARCHITECTURAL WOODWORK QUALITY STANDARDS". B. MATERIALS: 1. HARDBOARD: AHA A135.4 2. SOFTWOOD PLYWOOD: PS -1 3. PRESERVATIVE TREATMENT: COMPLY WITH NWWDA I.S.4 FOR ITEMS INDICATED TO RECEIVE WATER REPELLENT PRESERVATIVE TREATMENT. 4. FASTENERS FOR EXTERIOR WOODWORK: HOT DIP GALVANIZED STEEL NAILS. C. EXTERIOR WOODWORK: 1. COMPLETE FABRICATION BEFORE SHIPPING TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. DISASSEMBLE ONLY AS NEEDED FOR SHIPPING AND INSTALLING. WHERE NECESSARY FOR FITTING AT PROJECT SITE, PROVIDE FOR SCRIBING AND TRIMMING. I. ASSEMBLE CASINGS IN PLANT, UNLESS LIMITATIONS OF ACCESS TO PLACE OF INSTALLATION REQUIRE FIELD ASSEMBLY. 2. BACK OUT OR GROOVE BACKS OF FLAT TRIM MEMBERS, AND KERF BACKS OF OTHER WIDE, FLAT MEMBERS, EXCEPT FOR MEMBERS WITH ENDS EXPOSED IN FINISHED WORK. 3. EXTERIOR STANDING AND RUNNING TRIM: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 4. EXTERIOR ORNAMENTAL WORK: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 5. EXTERIOR FRAMES AND JAMBS: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 6. SHOP PRIME WOODWORK FOR PAINT FINISHES WITH ONE COAT OF SPECIFIED WOOD PRIMER. I. BACK PRIME WITH ONE COAT OF PRIMER. APPLY (2) COATS TO ITEMS INSTALLED OVER CONCRETE OR MASONRY. 7. SHOP SEAL WOODWORK FOR TRANSPARENT FINISHES WITH STAIN (IF REQUIRED), OTHER REQUIRED PRETREATMENT, AND FIRST COAT OF SPECIFIED FINISH. D. INSTALLATION: 1. INSTALL WOODWORK Tp COMPLY WITH AWI SECTION 170 FOR GRADE SPECIFIED. 2. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 96" (3MM IN 2400MM) FOR LEVEL AND PLUMB. 3. SCRIBE AN CUT WOODWORK OF FIT ADJOINING WORK, SEAL CUT SURFA ES, AND REPAIR DAMAGED FINISH AT CUTS. 4. INSTALL TRIM WITH MIN MUM NUMBER OF JOINTS POSSIBLE, USING FULL L GTH PIECES TO THE GREATEST EXTENT POS BLE. STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. MASONRY. FOR ALL GENERAL: ALL A. SECTION REQUIREMENTS: 1. MINIMUM COMPRESSIV STRENGTH OF BLOCK SHALL BE 2000 PSI (NET A EA). 2. MINIMUM PRISM STREN TH (F'M) SHALL BE 1500 PSI, U.N.O. CODES, (FEDERAL, STATE AND LOCAL 3. MORTAR FOR MASO R SHALL BE TYPE "S" OR ,M, ENERGY REQUIREMENTS AND CAL 4. GROUT FOR BLOCK CELL FILL SHALL HAVE A MINIMUM COMPRESSIVE ITRENGTH OF 3000 PSI AT 28 DAYS. i GENERAL DESIGN CRITERIA.- 1. RITERIA:1. DESIGN WIND SPEED ='140 MPH, IMPORTANCE FACTOR=1.05 2. SECOND FLOOR LIVE LAD= 40 PSF. ROOF LIVE LOAD = 20 PSF. 4. SOIL BEARING CAPACII ASSUMED TO BE A MINIMUM OF 2500 PSF FOI DUVAL COUNTY. 5. USE DURO-ROCK BRANp CORROSION MOISTURE RESISTANT CEMEMTITIOQS BOARD FASTENERS @ 8" FIELD 4" EDGE 1-1/4" LONG MADE BY U.S. GYPSUM. 6. LEAVE (2) SPACES MIN. AS SPARE ON ALL ELECTRICAL PANELS. UPf #081-099-003974. 7. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LINES BEFORE CASTING FOUNDATIONS QR CAST PROTECTION AROUND LINES AS REQUIRED. 8. CONTRACTOR TO HAVE SURVEYORS TO SCOUT LINES FOR PLACEMENT OF, FOUNDATIONS TO VERIFY THEY ARE WITHIN OF, SET BACKS & GOVERNMENT UTILITY EASEMENTS. 9. ALL FILL UNDER SLABS)4ND FOUNDATIONS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (MODIFIED PROTOR TEST) AT OPTIMUM MOISTURE CONTACT. PROJECT GENERAL NOTES: 1. THE GENERAL CONTRACTOR (G ) SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE BID & EXECUTION OF ANY WORK. THE GC SHALL CAREFULLY SURVEY THE EXISTING JOB CONDITIONS TO VERIFY THEM. 2. THE GC SHALL VERIFY ALL DIME SIONS IN THE FIELD. DIMENSIONS TAKE PRIORITY OVER SCALE, DIRECTION TO ALIGN TAKES PRIORITY OVER DIMENSIONING, DIMENSIONING SCALE AND ALIGNMENT, BUILDING SET BACKS AND HEIGHT LIMITS. 3. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PR OR TO THE GC'S EXECUTION OF ANY WORK. 4. REFER TO THE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL SIZES AND INFORMATION. ALL DIMENSIONS SHOWN IN THE ARCH TECTURAL DRAWINGS ARE FOR LOCATION PURPOSES ONLY. 5. ALL WORK SHALL CONFORM TO HE IBC CODE, COUNTY PLANNING AGENCY, INADDITION TO ALL CODES, (FEDERAL, STATE AND LOCAL REGULATIONS). 6. THE BUILDING SHALL COMPLY WITH ALL CURRENT ENERGY REQUIREMENTS AND CAL ULATIONS. 7. THE GC SHALL ENSURE THAT EXISTING WORK ON THE SITE IS PROTECTED AT ALL TIMES, AND SHALL REPLACE DAMAGED WORK TO TH SATISFACTION OF THE OWNER. 8. THE GC SHALL BE RESPONSIBLE FOR THE DESIGN, CONSTRUCTION AND COORDINATION OF ALL MECHANICAL, ELECTRICAL, PLUMB NG AND FIRE PROTECTION WORK. THIS INCLUDES ANY DRAWINGS, SHOP DRAWINGS, DETAILS CALCULATIONS ETC. THAT MAY BE REQUIRED TO PROPERLY EXECUTE THIS WORK. 9. THE GC SHALL NOT MAKE ANY DESIGN DECISIONS WITHOUT FIRST CONSULTING MAR< MACCO, AIA. 10. NOTIFY THE ARCHITECT PRIOR TO PLACEMENT OF ALL VENTS AND DIFFUSERS TO EN URE PROPER PLACEMENT. 7 I. LOCATION OF LIGHTING DEVICES, MECHANICAL EQUIPMENT, PLUMBING FIXTURES, AND FIRE PROTECTION DEVICES SHOW ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION REFERENCE ONLY. II. LOCATIONS, QUANTITIES ND CODE COMPLIANCE OF ALL ELECTIF ICAL, MECHANICAL, PLUMBING AND FIRE PROTEC TION DEVICES ARE THE SOLE RESPONSIBILITY OF THE GC. III. ANY RELOCATION'S, ADDI IONS OR INDICATIONS TO BE MADE IN THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS REQUIRED BY THE BUILDING INSPECTOR OF REGULATOR AGENCIES, OR VISIBLE EXISTING CONDITIONS SHALL BE PERFORMED BY THE GC AT NO ADDITIONAL EXPENSE TO THE OWNER. A -L EXISTING ABANDONED ELECTRICAL, MECHANICAL SYSTEMS ARE TO BE REMOVED FROM THE JOB SITE. 11. THE ARCHITECT IS NOT RESPO SIBLE FOR THE COORDINATION, COMPLETENESS, LOCATIONS, OR CONTENT OF ANY CONSULTANTS OR CONTRACTORS. 12. ALL INTERIOR, NON LOAD BEARING PARTITIONS SHALL BE COMPRISED OF 2X4, 2X6 WOOD OR METAL STUDS @ 16" O.C. OR AS SHOWN. 13. PAINT: ALL PAINTED SURFACES TO RECEIVE LEVEL FIVE PAINT FINISH. OR PRIMER AND TWO COATS. 14. ACCESSORY BACK UP PLATES: INSTALL BACK UP PLATE GASKETS BEHIND ALL IN -WALL -MOUNTED ACCESSORIES AS REQUIRED. 15. WEATHER STRIPPING SHALL BE PROVIDED AT ALL DOORS AND WINDOWS THAT SEPARATE HEATED SPACE FROM UNHEATED SPACE, OR THE BUILDING EXTERIOR. (INC. GARAGE DOORS AND AT FURNACE CLOSETS.) INFILTRATION SHALL NOT EXCEED .5 CU. FT./MIN./SQ.FT. WITH A PRESSURE DIFFERENCE OF 1.567 PSI (WIND LOAD OF 25 MPH). 16. ALL EXTERIOR BUILDING JOINTI SHALL BE FILLED WITH SEALANT. 17. THE NEW THERMOSTAT SHALL BE AUTOMATIC, W/ DELAY FOR EFFICIENCY NIGHT SET BACK WITH INTEGRAL CLOCK WITH INTEGRAL CLOCK SETTINGS FOR TWO PERIODS IN 24 HOURS. 18. ALL FAUCETS AND SHOWER HEADS TO BE FLOW RESTRICTING (NOT TO EXCEED 2.75 GPM). 19. PROVED AN INSULATION BLANKET (R-12) AROUND ALL WATER HEATERS. (NOTE NOT USED). 20. ALL PLUMBING PIPING FROM CITY WATER MAIN TO INTERNAL HOME OUTLETS (FAUCETS) TO BE COPPER. 21. PROVIDE PIPE INSULATION (R-3) ON BOTH HOT AND COLD PIPES 5'-0" FROM WATER HEATER. 22. GAS COOKING APPLIANCES SHALL HAVE ELECTRIC PILOTS. 23. ALL TOILETS TO BE LOW WATER VOLUME USAGE TYPE. 24. THIS SET OF CONTRACT DOCUMENTS INCORPORATES HURRICANE AND/OR STRUCTURAL CALCULATIONS, AND ENERGY USE CALCULATIONS (BY OTHERS). PAID FOR BY OWNER. 25. ALL EXTERIOR WINDOWS ARE PER ENERGY CALCULATIONS. 26. ARCHITECT IS HERE BY GIVEN ACCESS TO MAKE PHOTOGRAPHS, VIDEOS, IMAGES ETC. OF THE PROJECT. UP TO THE BUILD COMPLETION DATE. PROMOTE AND PUBLISH SUCH IMAGES AND ARTICLES IN A FREE AND OWNER INITIAL: UNRESTRICTED MANNER. INCLUDING BUT NOT LIMITED TO ALL DIGITAL MEDIA SUCH AS THE INTERNET OR HARD COPY PRINTED MATERIAL. PLACE 3'-0"X 4'-0" OR SIZE PER LOCAL CODE, SIGN AT SITE FRONT AS NEEDED BY ARCHITECT. THIS INCLUDES ALL OF THE INTERIOR AS WELL AS THE EXTERIOR OF THE PROJECT. L- - - - - - - - - - - - - - - 27. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO ALL DRAWINGS. 28. THE ARCHITECT IS THE FINAL INTERPRETER OF THE DRAWINGS AND ANY DISCREPANCIES THERE IN. 29. ON REMODELS, ALL MATERIALS, TEXTURES AND COLORS ARE TO MATCH EXISTING, TO COMPLETELY BLEND IN VISUALLY, U.N.O. ON NEW HOMES ALL MATERIALS, TEXTURES AND COLORS ARE TO MATCH NEIGHBORHOOD ASSOCIATION RULES AND OR CODES OF ANY KIND GOVERNING SUCH RULES. 30. A TEMPORARY POWER POLE WILL BE INSTALLED BY BUILDER IF NECESSARY. 31. POWER BILLS PAID BY CONTRACTOR. 32. WATER BILL,'; PAID BY CONTRACTOR. 33. DOOR TO BE CUT TO FIT CARPET AND TILE. 34. IF NECESSAPY GC TO PROVIDE TEMPORARY TOILET FACILITIES ON JOB SITE. - - - - - 35. CONTRACTOR MUST CONSULT ARCHITECT PRIOR TO USE OF ANY PHOTOS, IMAGES OR REFERENCE OF ANY KIND FOR MARKETING PURPOSES. CONTRACTOR INITIAL: 36. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB SITE AS A CONTRACTOR, BUT MAY NOT IMPLY BY SIGNAGE OR MARKETING ANY ARCHITECTURAL DESIGN INVOLVEMENT IN THIS PROJECT. IMPORTANT : THE CONTRACTOR IS SOLELY RESPONSIBLE FOR BIDDING THE PLANS FOR ALL CHANGES UP TO THE DAY THE PLANS ARE APPROVED BY THE BUILDING DEPARTMr_NT BEFORE THE CONTRACTOR STARTS ANY CONSTRUCTION. COPYRIGHT. - REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE PROPERTY OF MARK MACCO, AIA. THEY WERE CREATED FOR AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED PROJECT SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BENRESPONSIBLE FOR ALL DIMENSIONS DETAILS AND CONDITIONS ON THE JOBS FOR THE ARCHITECTS CLARIFICATIONS AND CORRECTIONS. THE ARCHITECT IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY VARIATIONS OR DISCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR SHOWN BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR OBTAINING FROM THE ARCHITECT AND GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT CLEAR OR CORRECT BUT THAT ARE DEEMED NECESSARY FOR THEPROJECT. THE COST OF ALL CLARIFICATIONS AND CORRECTIONS ARE NOT THE RESPONSIBILITY OF THE OWNER OR THE ARCHITECT. ALL EXTRAS OR CHANGES INCLUDING COSTS SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR CHANGES. IT IS THE BUILDER'S RESPONSIBILITY TO MAINTAIN A CONSTRUCTION SUPERVISOR ON THE JOB AT ALL TIMES. THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE INTENT OF THE DESIGN AT ALL TIMES WHEN IN QUESTION, THE ARCHITECT SHALL BE THE INTERPRETER OF THE INTENT OF THE DESIGN. ALL EXISTING SURFACE, OVERHEAD, AND SUBSURFACE CONDITIONS WHICH ARE NOT FORESEEN OR PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, COSTS, OBLIGATIONS, OR DELAYS ARE THE OWNERS RESPONSIBILITY. ALL OWNER'S INSTRUCTIONS TO THE CONTRACTOR SHALL BE MADE THROUGH THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE TO READ EVERY NOTE & SPECIFICATION ON THE, OR REFERRED BY, THESE DRAWINGS . MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com pF is IGj MARK W. MACCO !:�71 AR96004 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date JOB COPY HAKIM RESIDENCE GENERAL NOTES Project Number ## @ Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 102 Scale12" = 1'-0" 0 N N N oo 0 N N WINDOW INSTALLATION (METHOD A-1) STEP 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING 2. APPLY SILL FLASHING 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION 4. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTENDS 8 1/2" 5. APPLY JAMB FLASHING 6. APPLY BEAD OF SEALANT AT HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT- SEE DIAGRAM WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR 5. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. 5. JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). SILL ,5 `NE SHIM AND ADJUST WINDOW TO 1. WEATHER RESISTANT ACHIEVE BARRIER (WRB) SQUARE, PLUMB, AND LEVEL AT A 45 DEGREE ANGLE, CAREFULLY CUUSE CORROSION CONDIT THE BARRIER ON A DIAGONAL. GENTLY USE CORROSION RESISTANT RAISE THE TOP EDGE OF THE BARRIER FASTENERS. j UP AND TAPE THE TOP CORNERS AND FASTEN WINDOWS PER WII`�NTE INTERIOR CENTER TO THE EXTERIOR WRB SURFACE TOP LEFT CORNER OF ABOVE. FLASHING DETAILS 1/411 = 1 1-011 SECTION A THROUGH WINDOW FLASHIN SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. SECURE WRB AT HEA FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 7.HEAD FLASHING EMBED BOTTOM OF TH HEAD FLASHING AGAIN THE PREVIOUSLY APPLI SEALANT (FLASHING GO OVER SEALANT). EXTE HEAD FLASHING BEYON EACH JAMB FLASHING. FASTEN IN PLACE. O C A I A A I 1/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE f11A/'�1'1A11A vlrwrv�lw. D E ST ED ES ND D WINDOW INSTALLATION (METHOD B-1) WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. SECTION A STEP FLASHING APPLIED BEHIND THE MOUNTING FLANGE. THROUGH WINDOW 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS VV THE TOP, INSTALL THE:WRB TO THE FACE OF THE SHEATHING /I \/\ 2. APPLY SILL FLASHING WF1 3. APPLY JAMB FLASHING 4. APPLY BEAD OF SE LANT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE 5. IMMEDIATELY INS T LL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION 6. APPLY BEAD OF SE LANT ACROSS THE FACE 0 MOUNTING FLANGE A HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WR TO LAY FLAT OVER HEAD FLASHING. ;- . , GYPSUM BOARD OR SHEATHING APPLY NEW SHEATHING TAPE SECURE OVER DIAGONAL CUT SEE WRB STEEL INSULATION ACT 8 3. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXT ND JAMB FLASHING8 8 1/2" (220MM) ABOVEROUGH OPENING ATH AD. APPLY TAPE AT' CORNERS TO TEMPORARILY SOLD FLASHING IN PLACE 4. APPLY A 3/8" NOM. DIA. BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS 1 a 5 / LSISILL SND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER V\.INDOW MANUFACTURER FASTENER 1. WEATHER ^IFICATIONS. RESISTANT BARRIER (WRB): ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. INTERIOR TOP LEFT CORNER OF FLASHIN 7. HEAD APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. r+rAI AILI SYMBOL LEGEND PLAN OR SITE TITLE SCALE REFERENCE NUMBER DRAWING OR DETAIL TITLE SCALE ,A-102 SHEETS WHERE REFERENCE IS CUT BUILDING ELEVATION REFERENCE A A-201 ELEVATION LETTER (TYP) ELEVATIONS DRAWN ON THIS SHEET (TYP) BUILDING AND WALL SECTION REFERENCE A— A-301 SECTION LETTER (TYP) SECTION DRAWN ON THIS SHEET (TYP) D INTERIOR ELEVATION REFERENCE C A-401 A ELEVATION LETTER (TYP) ELEVATIONS DRAWN ON THIS SHEET (TYP) B DETAIL INDICATORS 1 DETAIL NUMBER (TYP) A-501 DETAIL DRAWN ON THIS SHEET (TYP) 1 DETAIL NUMBER (TYP) A-501 DETAIL DRAWN ON THIS SHEET (TYP) ROOM ROOM NAME AND ROOM ROOM NAME, NUMBER AND 101 NUMBER REFERENCE 101 FINISH REFERENCE -SEE 0 F B W C SHEET A -XXX FOR FINISHES 1t DOOR NUMBER Ifl NEW WORK NOTES 101 BORROWED LITE O DEMOLITION WORK NOTES REFERENCE OWINDOW MARKER O HAZARDOUS MATERIAL SEE SHEET A -XXX ❑PARTITION TYPE O TOILET ACCESSORY NOTE A SEE SHEET A -XXX 1 SEE SHEET A -XXX A A-401 CASEWORK ELEVATION Al REVISION MARKER (141-011) REFERENCE HEIGHT AFF � CONTROL OR EXPANSION JOINT - SEE SHEET A -XXX MATERIAL LEGEND BATT INSULATION FINISHED WOOD BRICK GRAVEL CONCRETE ;- . , GYPSUM BOARD OR SHEATHING CONCRETE MASONRY UNITS PLYWOOD CONTINUOUS BLOCKING RIGID INSULATION EARTH STEEL ABBREVIATIONS ADA AMERICANS W/ DISABILITIES GYP GYPSUM AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD ACOUS ACOUSTICAL INSUL INSULATION ACT ACOUSTICAL CEILING TILE H HEIGHT ALUM ALUMINUM HOR HORIZONTAL APPROXAPPROXIMATELY MANUF MANUFACTURER BD BOARD MECH MECHANICAL BEJ BUILDING EXPANSION JOINT MIN MINIMUM BTM BOTTOM MO MASONRY OPENING CLR CLEAR MTL METAL CO CLEAN OUT NIC NOT IN CONTRACT CONIC CONCRETE NTS NOT TO SCALE COORD COORDINATE OC ON CENTER CMU CONCRETE MASONRY UNIT OH OPPOSITE HAND CONT CONTINUOUS OSB ORIENTED STRAND BOARD CJ CONTROL JOINT PLAM PLASTIC LAMINATE D OR DIA DIAMETER PINT PAINT DN DOWN PREFAB PREFABRICATED DS DOWNSPOUT REINF REINFORCED EA EACH RD ROOF DRAIN EWC ELECTRIC WATER COOLER RO ROUGH OPENING EJ EXPANSION JOINT SIM SIMILAR EFS EXTERIOR FINISH SYSTEM SQ SQUARE EIFS EXTERIOR INSULATION SS STAINLESS STEEL FINISH SYSTEM STRUCT STRUCTURAL EQUIP EQUIPMENT TERM TERMINATE EXT EXTERIOR TOS TOP OF STEEL FD FLOOR DRAIN TOM TOP OF MASONRY FRP FIBERGLASS REINFORCED TYP TYPICAL POLYESTER UON UNLESS OTHERWISE NOTED FRT FIRE RETARDENT TREATED VERT VERTICAL FEC FIRE EXTINGUISHER VCT VINYL COMPOSITION TILE CABINET W WIDTH GA GAUGE WH WATER HEATER MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) WWW.MaccoArchitects.com F %G MARK W. MACC,0 y1 M rn } AR96004 BUJ Y ;,t/x/ �. i i MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date JOB COPY HAKIM RESIDENCE FLASHING DETAILS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 103 Scale As indicated C N 6 N N r 00 0 N N WINDOW INSTALLATION (METHOD A) STEP 1. APPLY SILL FLASHING 2. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW (PAN HEAD SCREWS MUST BE USED TO FACILITATE INSPECTION 3. APPLY BEAD OF SEALANT AT SIDE JAMBS 4. APPLY JAMB FLASHING 5. APPLY BEAD OF SEALANT AT HEAD 6. APPLY HEAD FLASHING 7. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL ALL THE WRB TO THE FACE OF THE SHEATHING. TUCK WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD FLASHING 8. WITH SHEATHING TAPE, �2 CONNECT M `6/ WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A 4. JAMB - EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED FLASHING DETAILS SEALANT I SEAL THE WINDOW FRAME TO BEHIND OPENING. APPLY A 3/8" NOM. DIA. MOUNTIN( BEAD TO THE BACKSIDE (INTERIOR) FLANGE. OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. 3. JAMB APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) 8 1/2" ABOVE THE R.O. AT HEAD EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE (FLASHING GOES OVER SEALANT). n a 1 SILL 3 SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. INTERIOR TOP LEFT CORNER OF SEALANT BEAD BETWEEN `""' IIN FLASHING AND MOUNTING FLANGE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 5. HEAD EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. Sr - AI A K I / WINDOW INSTALLATION (METHOD B) STEP 1. APPLY SILL FLASHING 2. APPLY BEAD OF ,EALANT AT BACK OF WINDOW FLANGE & SET WINDOW (PAN HEAD SCREWS MUST BE USED TO FACILITATE INS ECTION 3. APPLY BEAD OFEALANT AT SIDE JAMBS 4. APPLY JAMB FLASHING 5. APPLY BEAD OF SEALANT AT HEAD 6. APPLY HEAD FLASHING 7. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL ALL THE WRB TO THE FACE OFT E SHEATHING. TUCK WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD FLA%SHING 8. WITH SHEATHING' TAPE, CONNECT THE WRB TO THE FLASHING (Al 14 SInFS) APPLY A 3/8" NOM. DIA. BEAD OF SEALANT TO \ THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE \ AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED HOLES OR 2. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNER TO TEMPORARILY HOLD FLASHING IN PLA 'E UNTIL WRB IS APPLIED. WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. SECTION A FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. -r"n^1 1/ LU 1A11A1r)nAA1 AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. a SILL 1 SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. t7 Lil L/'lIY 1 UL -^V UL I v V ""IV MOUNTING FLANGE AND FLASHING. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. WALL TYPE AND DIMENSION LEGEND 1/2" OSB 5 1/2" ACTUAL WOOD STUD VAPOR 1" 1/2" GWB, BARRIER METAL LATHE SCRATCH COAT 1❑ BROWN COAT EXT INT STUCCO COAT = ALL DIMS TAKEN FROM STRUCTURE FLASHIN ALL DIMS TAKEN FROM STRUCTURE 5. HEAD APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING / GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. NOTE: FOR TYPE "B", JAMB FLASHING IS 4 A BEHIND MOUNTING FLANGE. INTERIOR TOP LEFT CORNER OF ear A I A 61 \ 1/2" OSB 8" CMU 1" 1/2" GWB VAPOR BARRIER ❑2 METAL LATHE SCRATCH COAT BROWN COAT EXT INT STUCCO COAT ALL DIMS J, TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE 3 1/2" ACTUAL WOOD STUD 1/2" GWB 1/2" GWB a - ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM TRU SCTURE 2 1/2", 3 1/2l', OR 5 1/2" STEEL STUD, U.O.N 1/2" OR 5/8" GWB 1/2" OR 5/8" GWB U.O.N U.O.N i ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE GENERAL NOTE: 1. NOT ALL DETAILS APPLY TO PROJECT. SEE WALL TYPES FOR PROJECT SPECIFIC DETAILS. JOB COPY �" MARK MACCC ARCHITECT. FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com Q F46 MARK W. MACCO 7�71 IL MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE FLASHING DETAILS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 10 Scale As indicated n NOTE: VERIFY ALL DIMENSIONS IN FIELD REMOVE AND INFILL EXIST. DOOR PREPARE WALL OPENING FOR NEW DOOR DEMO POSSIBLE LOAD-BEARING WALL VERIFY IN FIELD 1 REPLACE EXIST. DOOR ------ F ---- 7 REPLACE EXIST. _ _ � DOORi fpi REPLACE EXIST. �T---- '' Q RAILING — — — — —I REPLACE EXIST. DOOR /00 <. .. .. 0„ \< II II Lr_ —J I 004 E ---- DEMO EXISTING EXTERIOR WALL REMOVE AND PA' EXISTING GARDE I I I I PREPARE WALL OPENING FOR NEW DOOR REMOVE AND INFILL F EXIST. DOOR PREPARE AREA FOR NEW ELEVATOR SHAFT � \J REMOVE AND INFILL EXIST. DOOR REPLACE EXIST. DOOR DEMO EXIST. WALLS AND REMOVE EXIST DO RS -- — ----, ------ ---� (REMOVE EXISTING CONCRETE DRIVEWAY) FIRST FLOOR DEMO 3/16" = V-0" REPLACE EXIST. DOOR REPLACE: EXIST. DOOR 1 I I I I J DEMO EXIST. FIREPLACE AND HEARTH II II a — r: REMOVE WINDOWS AND I DEMO EXIST. WALL p I _=Zw-=_===_===4 --------_-r---- DEMO EXIST. CONCRETE AND METAL RAILING REN WIN MOVE EXISTING WINDOW UP 2' V. 1. F. REPLACE EXIST RAILING REMOVE EXIST. RAILING -------------- IIII I III H PREPARE OPENING I FOR NEW WINDOW DEMO EXISTING REMOVE EXIST. BUILT IN SHELVING I I I J I DEMO EXIST. FIREPLACE AND HEARTH REMOVE EXIST. BUILT IN SHELVING PREPAREJFOR ELEVATOk SHAFT 11, I I <% /100 Oy PREP. OPENING FOR NEW DOOR INFILL EXIST. DOORWAYS PREP OPENING FOR NEW DOOR @ CENTER EXIST AND INFILL DEMO STEP IF ABLE VERIFY IN FIELD THIRD FLOOR DEMO A 300 3/16" = V-0" EXISTING WINDOW TO BE REMOVED PREP. FOR ELEVATOR SHAFT ill ill H ill ill Ill iuII II III u u i li �� --- r I I II II I lf REPLACE EXIST. REPLACE EXIST. DOOR RAILING — — II II II II II V }I II II / II II � II II �-11 REMOVE EXISTING I I I WALLS AND WINDOWS - =__-- L. INFILL EXIST. DOOR OPENING PREPARE WALL FOR REMOVE EXISTING REMOVE AND INFILL NEW DOOR OPENING RAILING TO PREPARE CIRCULAR WINDOW NEW AC SPACE SECOND FLOOR DEMO 3/16" = 1'-0" e� e II IIII {III p LJL II ff c DEVO EXIST. PA TITION REMOVE AND SALVAGE EXIST. BATHROOM FIXTURES EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - exiStinq/new EXISTING CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION — — — EXISTING CONSTRUCTION TO BE REMOVED DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND REVISION BP#ESI DATE 0 SIGNED MARK MACCC ARCHITECTS,FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com OF P�� Co MARK W. MACCO7 AR96004 X40 �r►�.p p� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE DEMO PLANS Project Number #@## Date JAN 18TH, 2018 Drawn By Author Checked By — Checker A 200 Scale As indicated I NOTE: VERIFY ALL DIMENSIONS IN FIELD I 2 ---- i A 400 SWIMMING POOL _ _i-- _--- ---- ------ A300 I i 2 1 -- A 401 A 402 I i I 010 SOLID WOOD „ C/L I 6" x 6", TYP. C/L23 -11 I� C/L-------- COVE C/L IF-- 17'-3" ------ -- --------1 ---------- I ��— ALIGN W/ Q91 FLOOR OPENING % I I "WATERFALL" I A --- ------ EDGE STAIR I 017 — p, 4'-81"e o I I I I c I I I I I II II II II II II e j II II a II II i 00 j` ] I II u n II y II II I II G C I I I II — I I II II II II II � \ 2 I I 8'-7" -- 002 C9'-8. 9 -8 II 002 A301 I C -1 = G A 400 0 / I I \ /� C REPLACE EXIST. C 007 ART WALL - 003 DOOR I ' L I FOYER N �` 1 238 SF 00 )r—— I , A 401 ALIGN C I I I I 0 002 I w o � C e NEW LAP SIDING ON -- EXIST. WALL EXIST. I LOWER WINDOW ALIGN W/ EXT. WALL 0 002 -- 001 i` I C I 004 NEW LAP -- —•9'-8"--_—_-- —4'-3" 5'-3 1/2'� � SIDING ON — — _ EXIST. WALL 011 lz� \'— ALIGN C C 9'-10" 01 12'-0" N I p 0" M JL I D N I -----J— _----------- B B — — I 2'-0" 2'-0" 2'-0" 2'-0" 1 1" A 301 61-311 2'-0" 2'-1" 2'-011 (REMOVE EXISTING C/L C/L I C/L C/L CONCRETE DRIVEWAY) A 300 1 J4" —=J'- 0 0 2' 4' 8' NORTH SCALE 1/4" = V-0" RED OUTDOOR SITTING AREA I C I� �0 4'-6" _C/L I � 013 I 01 C8'-1'r o -4-4 r------------- Li�� Si��! �� St�l:�i�� .L- 1 r �.I r 54'-10" 2 40 BUILDING SETBACK LINE 0 23'-10" Fe " ALIGN W/ EXIST. WALL I II I I I 1 A 300 I I I >- ALIGN W/ EXIST. WALL I I NOTE: REMOVE ALL EXISTING DOORS AND TRIM AND PREPARE HEADERS FOR NEW 8' SOLID CORE DOOR IF POSSIBLE IMPORTANT: CONSULT WITH ARCHITECT WHERE A CONFLICT OF WALL DEMOLITION MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE PROJECT. WHERE A STRUCTURAL CONFLICT VARIES FROM THIS PROPOSED DESIGN, STOP WORK AND NOTIFY ARCHITECT. ® EXISTING CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION — — — EXISTING CONSTRUCTION TO BE REMOVED DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED _ EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existinq/new DEMOLITION GENERAL NOTES: 1. EXISTING CONDITION SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND LIMITED VISUAL SURVEYS. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFICATION OF ALL ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO DEMOLITION/ CONSTRUCTION. NOTIFY OWNER IF ANY DISCREPANCIES OCCUR. 2. THE CONTRACTOR SHALL PREPARE AND PROVIDE A DEMOLITION AND CONSTRUCTION PLAN AND SCHEDULE TO THE OWNER FOR APPROVAL PRIOR TO COMMENCING DEMOLITION WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER. 3. THE CONTRACTOR SHALL NOTIFY OWNER IF ANY WORK REQUIRES SHUTDOWN OR INTERRUPTION OF BUILDING SERVICES OR SYSTEMS. 4. DASHED LINES INDICATE ITEMS TO BE REMOVED. DEMO WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE ANY UNNECESSARY INCONVENIENCE OR DANGER TO THE USERS OF THE PREMISES AND ADJACENT ROOMS AND WILL NOT INTERFERE WITH ITS OPERATIONS. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING. NOT HAMMERING OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN. ANY DEMO WORK PREFORMED MUST BE PLANNED IN ADVANCE WITH THE OWNER. / PROJECT MANAGER. w SARK MACCC 5. WHERE DOORS, WALLS AND OTHER ITEMS ARE ARCHITECTS REMOVED, PATCH THE ADJACENT ROOM WALL, FLOOR AND OR CEILING SURFACES AS REQUIRED TO FORWARD DESIGN. UNPARALLELED EXECUTION MATCH THE EXISTING ADJACENT MATERIAL. UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTIVE BARRIERS AND SIGNAGE AROUND LIMITS OF CONSTRUCTION. COORDINATE 472 OSCEOLA AVENUE SECURITY, FIRE PROTECTION, AND SAFETY JACKSONVILLE BEACH, FL 32250 PROCEDURES. WITH OWNER. E: Info@MaccoArchitects.com 7. PROVIDE DUST PROOF BARRIERS AS NECESSARY PH: 904.249 -ARCH (2724) TO PROTECT EXISTING AREAS FROM DUST AND www.MaccoArchitects.com DEBRIS. PROTECT EXISTING ELEMENTS TO REMAIN. REPAIR AND REPAINT ADJACENT SURFACES DAMAGED OR MARRED AS A RESULT OF DEMOTION WORK. ,OF F- '-4 8. ANY EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR THE PURPOSE OF t*ijMARK W. MACCO y PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS AND CONDITIONS, UNLESS OTHERWISE AR 6004 SPECIFIED. ANY EQUIPMENT, MATERIALS AND ,,. SUPPLIES DAMAGED SHALL BE REPLACED WITH ip G~ NEW MATERIALS OF LIKE AND KIND AND QUANTITY. trn 9. WHERE WORK INVOLVES CONCRETE MATERIAL REMOVAL AND SAW CUTTING AT THE ABOVE, OR BELOW GRADE FLOOR LEVELS, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EMPLOY A STRUCTURAL ENGINEER AS REQUIRED. 10. REFER AND COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL DEMOLITION, RELOCATION, AND/OR SALVAGE INFO. CONTRACTOR SHALL COORDINATE THE EXTENT OF DEMOLITION TO CORRESPOND WITH THE NEW CONSTRUCTION DRAWINGS. 11. ALL LOOSE ITEMS AND MATERIALS ARE TO BE MARK MA C C O, REMOVED. AIA N C A R B 12. THE DEPOSITION AND REMOVAL OF ALL FLORIDA REGISTRATION: # AR96004 DEMOLISHED MATERIAL SHALL BE IN ACCORDANCE WITH THE PUBLIC WORKS FACILITIES AND ALL TENNESSEE REGISTRATION: # 105588 LOCAL GOVERNING ENVIRONMENTAL REQUIREMENTS. No. Description Date 13. THE OWNER HAS FIRST RIGHT OF REFUSAL OF DEMOLISHED ELEMENTS SUCH AS DOORS, FRAMES OR OTHER MATERIALS THAT ARE SALVAGEABLE. 14. REMOVE ALL EXISTING ELECTRICAL DEVICES WITHIN EXISTING MILLWORK/; BUILT IN FURNITURE AND PARTITIONS THAT ARE NOTED REMOVED BACK TO THE ELECTRICAL PANEL. 15. REMOVE ALL EXISTING ABANDONED PIPING, CONDUIT, WIRING AND MATERIAL FROM WITHIN THE DEMOED AREA. 16. WHERE EXISTING CONSTRUCTION IS REMOVED, PREPARED, AND PATCHED, PREPARE REMAINING SURFACES TO PROVIDE A SOUND AND SMOOTH SUBSTRATE THAT IS READY TO RECEIVE NEW CONSTRUCTION. FINISH NOTES: 1. REFER TO SHEET A206 FOR DOOR SCHEDULE. SEE PLAN FOR AREAS OF LOBBY IN WHICH NEW DOORS ARE USED. 2. REFER TO SHEET A206 FOR FINISH LEGEND. ALL WALLS TO BE PAINTED TYPE TBD, UNLESS THEY ARE OTHERWISE NOTED ON THIS PLAN. 3. DETAILS ARE DIAGRAMATIC AND ARE INTENDED TO BE USED IN CONJUNCTION WITH INFORMATION AS DETALED, SCHEDULED AND/OR SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. 4. WHEREVER CARPET IS SCHEDULED BELOW A DOOR WITHOUT A THRESHOLD, THE CONTRACTOR SHALL VERIFY THAT SUFFICIENT CLEARANCE IS AVAILABLE TO ACCOMODATE ACTUAL CARPET THICKNESS. 5. CLEARANCES FOR UL LABEL DOORS SHALL BE WITHIN THE LIMITATIONS ESTABLISHED BY THE AUTHORIIY HAVING JURISDICTION. 6. PROVIDE FRAME THICKNESS AS REQUIRED BY ACTUAL FINISHED WALL THICKNESS. 7. All WALL PAINT, NOT SPECIFIED, TO BE BM 2152-70 8. All CEILING PAINT ON GWB TO BE BM 2152-70 9. TRANSITION BETWEEN DIFFERENT FLOOR MATERIALS TO BE AS LEVEL AS POSSIBLE TO ALLOW FOR EASE OF WHEELCHAIR MOVEMENT. JOB COPY HAKIM RESIDENCE FIRST F PLAN Project Number ### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 201 Scale As indicated 14 SARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE NOTE: JACKSONVILLE BEACH, FL 32250 VERIFY ALL DIMENSIONS IN FIELD E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) 2 www.MaccoArchitects.com A 400 � I 14'-8.1 0 —� --------------- ~ z C I� I < _ II - 008 I ALIGN W/ EXISTING I MOVE EXISTING WINDOW UP 2' V.I.F. rT� A 301 i 1 s A 400 I I ALIGN COLUMN I W/ EXT. WALL - C/L NEW 6" x 6" SOLID WOOD COLUMN I I NEW 42" CABLE RAILING, TYP. EXTERIOR _ 0 2' 4' 8' NORTH SCALE: 1/4" = V-0" 10 014 9'-2" 00 01 CV C C 7007 = rd 2 A Sao NEW 42" CABLE RAILING, TYP. EXTERIOR N �D>C/L M coM 00 Is- C/L A401 <A4 1 z 0 0 F - z U INFILL 5-10" / 4'-9" I I I I EXISTING HEARTH TO BE DEMOED J EXISTING FIREPLACE TO BE REMOVED AND REPLACED WITH NEW LINEAR FIREPLACE 0000qq 00 _ 2.0 2.0 2 -0 2 -0 21011 21-011 00 - 1/2" 1 1/ " 15'-3 z _Z Cf) co 0 0 z z Q 20'-9" U U C/L SECOND FLOOR DEMO + NEW 1/4" = 1'-0" F II II II II II II II II II II o� 6 ALIGN W/ \ EXISTING WALL 015 C/L 17-10" 81-411. I 2 A 404 F If 7'-3" ►" I `o i 1 C I I C 1004 1 006 H >/LL C ____��LLI — -1 �— I ar, i Li I II 1 019 // 4 C 011 0 11 0 11 0 3-4 3-4 3-4 111-811 C/L C/L C/L C/L 23'-4" 0 z Q U EXISTING CONSTRUCTION TO REMAIN D NEW WALL CONSTRUCTION — — — EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER ❑- WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR. TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE 1 REMOVED A300 EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/neva REVISION BP# P-ni �-000 DATE 2 /_L /of SIGNED 01F 7 01 Co MARK W. MACCO 7 AR96004 �w D P4� �O MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE SECOND FLOOR PLAN Project Number Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 202 Scale As indicated i 0 0 N 00 T- C) N 00 NORTH NOTE: 2 VERIFY ALL DIMENSIONS IN FIELD 2 A 300 A 400 NEW 42" CABLE RAILING, TYP. EXTERIOR 2 A 401 z 0 – 0 C) I— "' z U REPLACE EXIST. DOOR A301 -- -- I REPLACE EXISTING DOOR I � 00 1 A 401 I I DEMO EXISTING J - -- HEARTH I DEMO EXISTING FIREPLACE (NEW A. C.) I ALIGN W/ N I EXIST. WALL c� G DEMO STEP j MATCH WIDTH OF 00 V.I.F. EXIST. OPENING IL ? J J J z K o H H H L 0 0 0 z z v 22'-0" ~ 10'-9" 1 1 NEW 42" CABLE RAILING, TYP. EXTERIOR 0 2' 4' 8' SCALE: 114" = 1'-0" THIRD FLOOR DEMO + NEW 1/411 = 1 '-0" A 004 L pnd 0 0 z U l 4'-8" ALIGN W/ EXIST. WALL 007 II LCII C�� II ' 9'-3" 1 A 402 C - -----------'��_�_J-a- LJ ALIGN W/ C EXIST. WALL C �� - ---------- -- 007 005 C � J - 002 i 6" 4'-9" 4'-9" 6" 5'-5" 3'-5" 6'-4'i/2" V(ODO7,1 00 0 = 006 C --- 1 c� 11 EXISTING CONSTRUCTION TO REMAIN O NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new REVISION BP# QEs IV < 000 DATE'/ SIGNED WI -9 1 . E P TSF R DGIT - Q I T IT S 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.Maccokchitects.com F Fr 0 -MARK W. MACCU=q xi �-' AR96004 ti D ;_ MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE THIRD FLOOR PLAN Project Number ##### Date - JAN 18TH, 2018 Drawn By Author Checked By Checker A 2 3 Scale As indicated 1 co 0 Q N 00 O N 00 NOTE: VERIFY ALL DIMENSIONS IN FIELD I I I I I I I I i I I I 1 A 400 I I I 1 A 401 BED 1 204 SF r --------- CLOS 14 004 34 SF >< 005 BATH 1 69 SF F -0-11- LAUNDRY 91 SF n . MIN 002 IT C1 BUILDING ' SETBACK LINE I L I I I ID I I I I --0 I 2 A 401 1 3111�►�� Im M Fioffifkf � ART WALL Q 007 C (003 FOYER 238 SF Oil COVERED OUTDOOR SITTING AREA Qon: _ ELEV G T22 SF 002 G 77 GARAGE 599 SF C upi 002> CLOS 2� 001 I 36 SF ENTRY A 1 004 o„ -- 23'-10" A (0-1-8)018 BED 2 X A 241 SF IX I 0" - I L D_______---------- — -A A WB �_BUILDING 2 WB SETBACK LINE A 400 FIRST FLOOR FINAL A 300 3/16" = V-0" 1 2 A 301 A 404 = 1 A 401 20'-1 1/45h G =I �1ZS� THIRD FLOOR FINAL 300 3/16" = V-0" 20'-5 1/4,"k MASTER BED 464 SF 0 SECOND FLOOR FINAL A404 3/16" = V-0" G ELEV HVAC/STORAGE CLOS. 1 C ,22 SF 51 SF 58 SF A 400 004 002 007 005 G F J 007 - 002 MSTR. CLOS. MSTR. BATH 127 SF 140 SF 2 A 404 ° REVISION BF'# DATE ! atsl. SIGNED-- 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com 0;� Co MARK W. MACCO7 AR96004 k4��eD Gjf MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE FINAL P Project Number ##### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 20 Scale 3/16" = 1'-0" TH11 �T LLLL 20'-5 1/4,"k MASTER BED 464 SF 0 SECOND FLOOR FINAL A404 3/16" = V-0" G ELEV HVAC/STORAGE CLOS. 1 C ,22 SF 51 SF 58 SF A 400 004 002 007 005 G F J 007 - 002 MSTR. CLOS. MSTR. BATH 127 SF 140 SF 2 A 404 ° REVISION BF'# DATE ! atsl. SIGNED-- 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com 0;� Co MARK W. MACCO7 AR96004 k4��eD Gjf MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE FINAL P Project Number ##### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 20 Scale 3/16" = 1'-0" NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 2 y400 A 300 Of 0 0 z U (PORCELAIN TILE OVER SONOGUARD DECKING) 2 A 301 1 A 400 z_ z 0 (PORCELAIN TILE OVER O SONOGUARD DECKING) U 1 U l z U (PORCELAIN TILE OVER SONOGUARD DECKING) ROOF 300 1/4,1 = 1'-0" z U 2 A 401 z Q 0 0 z ¢ U (DUROLAST ROOFING MEMBRANE) ry 0 oA F - z ¢ U 2 v (DUROLAST ROOFING MEMBRANE) IN,A 404 1 A 402 z ¢ U 1 - A300 EXISTING SKYLIGHT ;6 MARK MACCC A R C H ITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com 0 Pt 0 Co MARK W. MACCO7 rn X1 ~ AR96004 D� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ROOF PLAN Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 205 Sale 1/4 If = 1'-0" I rn N d7 N N_ co O N N DOOR SCHEDULE Mark Quantity Manufacturer T Description Finish Width Height Sill Height7 He irdware I Comments 001 1 PELLA OR EQUAL 4'-6" x 8'-0" GLASS FRONT DOORS 5'-0" 4'-6" 8'-0" 0" FOYER B 2 002 6 PELLA OR EQUAL 3'-0" x 8'-0" SOLID CORE WOOD DOOR YES 3'-0" 8'-0" 0" 4 PELLA OR EQUAL 40" x 48" CASEMENT 003 2 PELLA OR EQUAL 2'-4" x 8'-0" EXTERIOR SOLID CORE WOOD DOOR LAP SIDING ON CMU 2'-4" 8'-0" 0" 36" x 48" CASEMENT 4'-0" 3'-0" 004 3 PELLA OR EQUAL 2'-6" x 8'-0" SOLID CORE WOOD DOOR 6 2'-6" 8'-0" 0" 2'-0" YES BATH 2 005 1 PELLA OR EQUAL 2'-4" x 8'-0" SOLID CORE WOOD DOOR 48" x 24" CASEMENT 2'-4" 8'-0" 0" PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP G 006 2 PELLA OR EQUAL 2'-4" x 8'-0" FRAMELESS FROSTED GLASS DOOR 4'-0" 21-4" 8'-0" 0" H 3 PELLA OR EQUAL 007 4 PELLA OR EQUAL 2'-8" x 8'-0" SOLID CORE WOOD DOOR 011 2'-8" 8'-0" 0" PELLA OR EQUAL 30" x 72" CASEMENT 6'-0" 008 1 PELLA OR EQUAL 6-0" x 8'-0" EXTERIOR GLASS DOORS K 6'-0" 8'-0" 0" 6'-0" 3'-4" YES 009 1 PELLA OR EQUAL 5-0" x 8'-0" SOLID CORE WOOD DOUBLE POCKET DOORS PELLA OR EQUAL 5'-0" 8'-0" 0" YES 010 1 PELLA OR EQUAL 4'-8" x 8'-0" EXTERIOR GLASS DOUBLE DOORS 4'-8" 8'-0" 0" 011 2 PELLA OR EQUAL 2'-8" x 8'-0" SINGLE POCKET SLIDER SOLID CORE 2'-8" 8'-0" 0" 012 1 PELLA OR EQUAL 4'-0" x 8'-0" SLIDING BARN DOOR 4'-0" 8'-0" 0" 013 2 PELLA OR EQUAL 2'-4" x 6'-8" EXTERIOR SOLID CORE WOOD DOOR 2'-4" 6-8" 0" 014 1 PELLA OR EQUAL 4'-6" x 8'-0" DOUBLE GLASS DOORS 4'-6" 8'-0" 0" 015 1 PELLA OR EQUAL 6-0" x 8'-0" EXTERIOR SLIDING GLASS DOORS 6'-0" 8'-0" 0" 016 1 PELLA OR EQUAL 3'-0" x 8'-0" SOLID CORE WOOD DOUBLE DOOR 3'-0" 8'-0" 0" 017 1 PELLA OR EQUAL 3'-0" x 8'-0" EXTERIOR SOLID CORE WOOD DOOR 3'-0" 8'-0" 0" 018 2 CLOPAY OR EQUAL 9'-0" x 8'-0" FROSTED OR OPAQUE PANEL GARAGE DOOR 9'-0" 7'-0" -4" 019 1 TBD 2'-6" x 8'-0" HIDDEN CABINET PANTRY DOOR 2'-6" 8'-0" 0" Grand total: 34 WINDOW SCHEDULE 4 Mark I Quantity Manufacturer Description I Height I Width Impact Comments 24" x 60" CASEMENT A 4 PELLA OR EQUAL 24" x 60" CASEMENT 5'-0" 2'-0" YES LATHE /SCRATCH COAT, BROWN COAT FINAL STUCCO COAT FOYER B 2 PELLA OR EQUAL 48" x 20" CASEMENT 1'-8" 4'-0" YES SCRATCH COAT, BROWN COAT FINAL STUCCO COAT PNTD. 6" x 1/2" FLAT STOCK C 4 PELLA OR EQUAL 40" x 48" CASEMENT 4'-8" 3'-4" YES INSULATION / OSB OR ZIPWALL SYSTEM / VAPOR BARIER / LAP SIDING ON CMU D 2 PELLA OR EQUAL 36" x 48" CASEMENT 4'-0" 3'-0" YES OR ZIPWALL SYSTEM / VAPOR BARIER / LAP SIDING ON WOOD E 6 PELLA OR EQUAL 24" x 72" CASEMENT 6'-0" 2'-0" YES BATH 2 WALL BUILD -OUT F 3 PELLA OR EQUAL 48" x 24" CASEMENT 2'-0" 4'-0" YES PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP G 1 PELLA OR EQUAL 48" x 72" DOUBLE CASEMENT 6'-0" 4'-0" YES TO MATCH EXISTING H 3 PELLA OR EQUAL 30" x 30" CASEMENT 2'-10" 2'-6" YES 011 CABANA BATH J 3 PELLA OR EQUAL 30" x 72" CASEMENT 6'-0" 2'-6" YES TO MATCH EXISTING PNTD. 6" x 1/2" FLAT STOCK K 1 PELLA OR EQUAL 40" x 72" CASEMENT 6'-0" 3'-4" YES L 1 PELLA OR EQUAL 40" x 34" CASEMENT 2'-10" 3'-4" YES Grand total: 30 NOTE: ALL OTHER EXISTING WINDOWS TO BE REPLACED WITH SIMILAR IMPACT RESISTANT WINDOWS SEE ELEVATIONS FOR OPERABILITY. WALL SCHEDULE Type Mark Description Family and Type FINISH SCHEDULE WALL NUMBER NAME FLOOR FINISH BASE FINISH FINISH CEILING FINISH CEILING HEIGHT FIRST FLOOR 001 1/2" GYP / 2" WOOD STUD LAYER/ 8" CMU BLOCK / R-19 A INSULATION / OSB OR ZIPWALL SYSTEM / VAPOR BARIER / METAL STUCCO ON CMU LATHE /SCRATCH COAT, BROWN COAT FINAL STUCCO COAT FOYER B 1/2" GYP / 2X6 WOOD FRAMING / R-19 INSULATION / OSB PNTD. GYP PNTD. GYP SMOOTH SURFACE OR ZIPWALL SYSTEM / VAPOR BARIER / METAL LATHE / STUCCO ON WOOD BED 1 SCRATCH COAT, BROWN COAT FINAL STUCCO COAT PNTD. 6" x 1/2" FLAT STOCK C 1/2" GYP OVER 2X4 WOOD FRAMING 4 1/2" PARTITION 004 1/2" GYP / 2" WOOD STUD LAYER/ 8" CMU BLOCK / R-19 D INSULATION / OSB OR ZIPWALL SYSTEM / VAPOR BARIER / LAP SIDING ON CMU PAINTED HARDIE LAP SIDING CLOS 2 1/2" GYP / 2X6 WOOD FRAMING / R-19 INSULATION / OSB PNTD. GYP E OR ZIPWALL SYSTEM / VAPOR BARIER / LAP SIDING ON WOOD BED 2 PAINTED HARDIE LAP SIDING I PNTD. 6" x 1/2" FLAT STOCK F 2X6 WOOD FRAMING/ PAINTED HARDIE LAP SIDING LAP SIDING EXTERIOR 007 BATH 2 WALL BUILD -OUT G 6" CONCRETE MASONRY BLOCKS PNTD. GYP SMOOTH SURFACE MASONRY ELEVATOR WALL H 1/2" THICK FLOOR -TO -CEILING GLASS GLASS PARTITION FINISH SCHEDULE WALL NUMBER NAME FLOOR FINISH BASE FINISH FINISH CEILING FINISH CEILING HEIGHT FIRST FLOOR 001 GARAGE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 002 FOYER PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 003 BED 1 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 004 BATH 1 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 005 CLOS 2 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 006 BED 2 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 007 BATH 2 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 008 CLOS 1 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 009 LAUNDRY PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 010 ELEV 011 CABANA BATH PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 012 STORAGE PNTD. 6" x 1/2" FLAT STOCK I PNTD. GYP PNTD. GYP SMOOTH SURFACE SECOND FLOOR 013 LIVING PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 014 DINING PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 015 KITCHEN PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 016 POWDER PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 017 PANTRY PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 018 WINE RM PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 019 BATH 3 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 020 IBED3 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE THIRD FLOOR 021 MASTER BEDRM PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 022 MSTR BATH PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 023 MSTR CLOS. PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 024 OFFICE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 025 HVAC/STORAGE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE NOTE: IN GENERAL, PORCELYNE TILE TO BE INSTALLED ON THE FIRST FLOOR AND IN ALL WET AREAS. REMAINING AREAS OF SECOND AND THIRD FLOOR TO BE HARD WOOD FINISH. CONSULT OWNER FOR FINISH SELECTION AND LOCATION JOB COPY '. MARK MACCC ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com G? MARK W. MACCO y AR96004 w ' D 1 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 Na � Description � Date HAKIM RESIDENCE SCHEDULES Project Number #### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 206 Scale 0 co N N 00 N N r NOTE: VERIFY ALL DIMENSIONS IN FIELD 0 2' 4' 8' SCALE: 1/4" = 1'4" - NEW 42" CABLE RAILING NEW DECK M — EXTENSION STONE VENEER ON COLUMN NEW 42" CABLE RAILING NEW ROOF DECK NEW PAINTED LAP SIDING — NORTH A 100 114" = 1'-0" rlkNI�6' A 402 NEW COVERED AREA NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW OUTDOOR 013 GRILL AREA / / / / tl 2 WEST 'C00 1/4" = 1'-0" 0 7'-10" 13'-2' NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER 1 1 A 401 A 400 (SMOOTH STUCCO FINISH) (SMOOTH STUCCO FINISH) 2 401 2 404 / / / / / /0013 ih c0 0 04 T.O. STRUCTURE 35'-0-0" ROOF BEARING 31'-9-9" ROOF PLATE 29'-9" NEW CABLE RAILING. TOP RAIL 42" AFF M M i 9 M THIRD FLOOR i� 20'-5 1/4" SECOND TOP PLATE 18'-11 1/4" (SMOOTH STUCCO FINISH) o Ln M C/L NEW 42" CABLE _ o ID_ RAILING M d' \ �D> O� M NEW COVERED AREA C11" — — — ch — — — _ — SECOND FLOOR - m 9'-7 1/2" FIRST TOP PLATE 10'-6" 8'-1 1/2" N_ 010 0o < \W \> ' FIRST FLOOR — — — oil f�. i.Di�.l�li�. , li�li.� .Gi� ��.li�,li�,l . i�� .li l .��>` .li�.li.l . li. , i, i�. i�.D i. ,li GARAGE SLAB -4" 2 NEW STONE CAP AT U4007 CHIMNEY PERIMETER 003 - \ in - - - C/L ' o 008 � ---_- CD M - 017 -- �- i NEW STONE VENEER NEW CABLE RAILING. TOP RAIL 42" AFF NEW WALL SCONCES NEW 42" CABLE RAILING T.O. STRUCTURE 35'-0" M i M ROOF BEARING 0 31'-9" N ROOF PLATE 29'-9" _THIRD FLOOR 20'-5 1/4" SECOND TOP PLATE 18'-11 114" SECOND FLOOR Zn 9'-7 1/2" FIRST TOP PLAT_ EE 8'-1 1 \44114, N FIRST FLO( GARAGE S Lj AiMAY!j3I Kea ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com ®F ��0 CoMARK W. MACC07 � r AR96004 ,.40 ��"�D p,Q► MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ELEVATIONS Oil oject Number ##### ate JAN 2ND, 2018 yawn By Author Checked By Checker A 300 Scale 1/411 = 1'-01 ' 11 N M N N co CDN N NOTE: VERIFY ALL DIMENSIONS IN I IELD NEW 42" CABLE RAILING NEW DECK c1 EXTENSION — — - STONE VENEER ON COLUMN NEW 42 CABLE RAILING NEW ROOF (° DECK `e) 1'-4" 01 NEW PAINTED LAP SIDING C/L NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER 0 NEW CABLE RAILING. TOP RAIL 42" AFF rik-� A 400 Cy cY) MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. T.O. STRUCTURE 35'-0" 472 OSCEOLA AVENUE ROOF BEARING_ 31'-9" JACKSONVILLE BEACH, FL 32250 ROOF PLATE E: Info@MaccoArchitects.com 29'-9" PH: 904.249 -ARCH (2724) www.MaccoArchitects.com M co (SMOOTH STUCCC FINISH) _ co THIRD FLOOR — — — � — — — 20'-5 1/4" SECOND TOP PLATE 7'-10" 18'-11 114" (SMOOTH STUCCO FINISH) = C) `n M C/L NEW 42" CABLE _ N - -_ RAILING CO D D >co �t C NEW COVERED AREA CD CO co _ SECOND FLOOR - - — (0 9'-7 1/2" FIRST TOP PLATE 13'-2" 10'-6" — — — — 8'-1 - i N 010 co , 00 LO -. ,i .. .:r , - \ i\. \ \ \ � \ \ \,. , \. ♦ � \ s' '\!'\, �/'.,., .../.. .moi � l... r�,ll.<, fi...: � � ,,,1%l.,�i�.%/i. Ilf,� �r!//,�,//i.,.%!/�/i.♦/,rl�.r'�'r� llir,ll/r �//.,�,��r.,,!�., �/i.,r'�n!�:.//if.-!'��lsafi��/i,✓l/.�/i�,///i.r/i�:�/!, �/ice 1f��,' � �/iii �/ �/i�". 1 NORTH A 100 1/4" = V-0" 1 2 Y402 A 4( 2 A 404 2 NEW STONE CAP AT A 400 CHIMNEY PERIMETER NEW STONE VENEER 003 (SMOOTH STUCCO FINISH) TM CIL i o 008 co �p M NEW COVERED AREA \ NEW 6" x 6" SOLID ` WOOD COLUMN, TYP. \ \ \ NEW OUTDOOR GRILL AREA 013 , 013 z �/ \\ \\\f\\\ \` \ ,�♦ ;\\' \\ \\ \♦` '\.'' \\r`,\,<'-\" \�,\_. � �\\ \\ \\\ \\�'�\ \\, \� \ \\ \\ \\\ \\ \\\ \\\';; \\\ \\ \\\ \\\\ \�'% \\\, �\r\\\r;\,♦ter\\\%��\;;\\��4\f\ ��igr�rr�`��i 'vv\ w�wvA,w� may\ wAi,♦y,;w�,vA;.�A:.vAv; ��< � \r\ti /\ lvU �t 0 2' 4' 8' 2 WEST O�� A 100 1/411 = 1'-0" oco co NEW CABLE RAILING. TOP RAIL 42" AFF - NEW WALL SCONCES NEW 42" CABLE RAILING _�— —FIRST FLOOR_� 0" GARAGE SLAB —4" M co co M Ed �t oco co N cY) M M T.O. STRUCTURE 35'-0" ROOF BEARING_� _ ROOF PLATE 29'-9" ❑0 _THIRD FLOOR J013 COPY 20'-5 1/4" SECOND TOP PLATE 18'-11 1 REVISION 8P# S 10' O �o/ x DATE a SIGNED _ SECOND FLOOR co 9'-7 1/2" FIRST TOP PLATE 8-1 1/2 N 00 t _FIRST FLOOR �, 0 GARAGE SLAB —4" .�� OF PLO Co MARK W. MACCO y :U k4�eD R96004 ,4� G�� A� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 2 02/08/18 HAKIM RESIDENCE ELEVATIONS Project Number ##### Date FEBRUARY 8, 2018 Drawn By Author Checked By Checker Scale 1/411 = 1'-0" 1 " O N 00 O N co N NOTE: VERIFY ALL DIMENSIONS IN FIELD NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER iAi e_. 2 2 A 400 A 401 0 0<2> _ 2 KH H H -o OL A 404 M NEW DECK O O O EXTENSION _- NEW SOLID 6" x 6" (NEW PAINTED WOOD COLUMN, TYP. _ LAP SIDING) NEW 42" CABLE = E E E, n <E, E 015 RAILING (D M NEW SOLID 6" x 6" WOOD COLUMN TYP. - 1'-4" -- o _ - LO O. EAST A 100 1/411 = 1'-0" 1 A4 0 NEW CABLE RAILING. ' TOP RAIL 42" AFF ' co co (SMOOTH STUCCO FINISH) C < OC °0 OC O � (NEW PAINTED LAP SIDING) M 018 1 A 401 NEW STONE CAP AT CHIMNEY PERIMETER _ - NEW STONE VENEER _ d FT NEW WALL SCONCES PARAPET WALL TO RECEIVE MTL COPING C/L - (SMOOTH STUCCO FINISH)_- - - - 0 2' 4 81 � SOUTH 9'-2" 1 A 402 M NEW ROOF OVERHANG — T.O. STRUCTURE 35'-0" ROOF BEARING 31'-9-9" ROOF PLATE 29'-9" THIRD FLOOR 20'-5 1 /4" SECOND TOP PLATE 18'-11 1/4" 0 M / — _ _SECOND FLOOR 9'-7 1/2" FIRST TOP PLATE 8'-1 1 /2" 1-411 N ao NEW 42" CABLE RAILING NEW DECK coEXTENSION co Z _ — NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW 42" CABLE �— RAILING NEW PAINTED LAP SIDING cM 1'-4" FIRST FLOOROil_ GARAGE SLAB _ T.O. STRUCTURE 35-0" co M _ ROOF BEARING gL 31'-9" 0 N ROOF PLATE 29'-9" M M i 0) co M i T NEW ROOF DECK N d - _ _ THIRD FLOOR 20'-5 1/4" _ SECOND TOP PLATE AL 18'-11 1/4" SECOND FLOOR 9'-7 1/2" _FIRST TOP PLATE 8'-1 1/2" _FIRST FLOOR 0" GARAGE SLAB -4" MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com OF Co MARK W. MACCO-y� AR96004 ��t► D� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ELEVATIONS Project mber ### a e JAN 2ND, 2018 Drawn By Author Checked By Checker -0" rn 00 6 N N T_ M O N N I© OHO O 1 A4 0 NEW CABLE RAILING. ' TOP RAIL 42" AFF ' co co (SMOOTH STUCCO FINISH) C < OC °0 OC O � (NEW PAINTED LAP SIDING) M 018 1 A 401 NEW STONE CAP AT CHIMNEY PERIMETER _ - NEW STONE VENEER _ d FT NEW WALL SCONCES PARAPET WALL TO RECEIVE MTL COPING C/L - (SMOOTH STUCCO FINISH)_- - - - 0 2' 4 81 � SOUTH 9'-2" 1 A 402 M NEW ROOF OVERHANG — T.O. STRUCTURE 35'-0" ROOF BEARING 31'-9-9" ROOF PLATE 29'-9" THIRD FLOOR 20'-5 1 /4" SECOND TOP PLATE 18'-11 1/4" 0 M / — _ _SECOND FLOOR 9'-7 1/2" FIRST TOP PLATE 8'-1 1 /2" 1-411 N ao NEW 42" CABLE RAILING NEW DECK coEXTENSION co Z _ — NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW 42" CABLE �— RAILING NEW PAINTED LAP SIDING cM 1'-4" FIRST FLOOROil_ GARAGE SLAB _ T.O. STRUCTURE 35-0" co M _ ROOF BEARING gL 31'-9" 0 N ROOF PLATE 29'-9" M M i 0) co M i T NEW ROOF DECK N d - _ _ THIRD FLOOR 20'-5 1/4" _ SECOND TOP PLATE AL 18'-11 1/4" SECOND FLOOR 9'-7 1/2" _FIRST TOP PLATE 8'-1 1/2" _FIRST FLOOR 0" GARAGE SLAB -4" MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com OF Co MARK W. MACCO-y� AR96004 ��t► D� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ELEVATIONS Project mber ### a e JAN 2ND, 2018 Drawn By Author Checked By Checker -0" rn 00 6 N N T_ M O N N NOTE, VERIFY ALL DIMENSIONS IN FIELD 0 2' 4' 8' SCALE: 1/4" = V-0" NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER NEW 42" CABLE RAILING NEW DECK EXTENSION NEW SOLID 6" x 6" WOOD COLUMN, TYP. NEW 42" CABLE \ RAILING c0 c� 2 2 1 A 402 A 400 A 401 O O O O 2 H H HOL A 404 (SMOOTH STUCCO FINISH) c� ce) c� 0 CV co on - T.O. STRUCTURE 35'-0" ROOF BEARING 31'-9-9" ROOF PLATE 29'-9" THIRD FLOOR 0 20'-5 1 - SECOND TOP PLATE 18'-11 0 co (NEW PAI TEDO O O O -i M N LAP SIDING) d- `Y) ^ 015 ce) E, E n n nE O NEW ROOF a� NEW SOLID 6" x 6" ao WOOD COLUMN, TYP. 07 0 3'-4" OVERHANG (NEW STONE VENEER) (NEW PAINTED LAP SIDING) M -y I - - _ SECOND FLOOR zo FIRST TOP PLAT 8'-1 1/2" --- - ----- 1 l-411 �`� `i,�; `\iil\.,^ ij '\�;�Yj/�\j✓\\%\\%!%\\\/r/%�\\/fr\\ijr\`/f/'i\\/��\.\j\\/%%/r�1,��%\/\\r/%\fir%\\�r.0 1 EAST A 100 1/4" = 1'-0" NEW CABLE RAILING. TOP RAIL 42" AFF m co NEW WALL SCONCES PARAPET WALL TO RECEIVE MTL COPING C/L 0 0 co (.0 �/\�\jr\\//\\��1\\/\\/U/\�'/y'//\\ /\\\/'�\\/jam\`/rr/\`�j\/rr\ij/\�; j/\ jr\\/'/\,fir\\/r\\/rr`•�,/\y 2 SOUTH A 100 1/4" = 1'-0" NEW WALL ` SCONCES C/L _ N 001 018 018 _ o 00 (NEW PAINTED `s' LAP SIDING) 1 A 400 1 401 NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER G - - - - - - - - (SMOOTH STUCCO FINISH) NEW 42" CABLE RAILING NEW DECK EXTENSION NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW 42" CABLE RAILING FIRST FLOOR 0" 37ARAGE SLAB_ Ar�, -4" T.O. STRUCTURE 35'-0" M co ROOF BEARING 0 31'-9" N ROOF PLATE M M THIRD FLOOR m 20'-5 1/4" SECOND TOP PLAT- E 18'-11 1/4" U') C) co CV 7t co M b) SECOND FLOOR 0 - - - 9'-7 1/2" - _FIRST TOP PLATE - - - - 8'-1 1%2" NEW ROOF DECK (NEW PAINTED LAP SIDING) N T r Im fien lS100 8p# ES dol SiGNEO MARK MACCC ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com CA'�Ar FF'OOCoK W. MACCO7 �7 ~ AR96004 k4$��,�D �P� i MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 2 02/08/18 HAKIM RESIDENCE ELEVATIONS Project Number ##### Date FEBRUARY 8, 2018 Drawn By Author Checked By Checker Scale 1/411 = 1'-0!} 1 N d' 00 O 00 N 00 `r FIRST FLOOR - _- - - - - - - - - - - - _ _ - 0,l GARAGE SLAB 0,z -411 ,�\�r\�r�\\/r/,;.• , Im fien lS100 8p# ES dol SiGNEO MARK MACCC ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com CA'�Ar FF'OOCoK W. MACCO7 �7 ~ AR96004 k4$��,�D �P� i MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 2 02/08/18 HAKIM RESIDENCE ELEVATIONS Project Number ##### Date FEBRUARY 8, 2018 Drawn By Author Checked By Checker Scale 1/411 = 1'-0!} 1 N d' 00 O 00 N 2 2 1 A 400 401 A 402 _ ROOF BEARING 0 31'-9-9" N ROOF PLATE 29'-9" 0 0 NEW 42" METAL' 11 RAILING OFFICE MASTER BEDRM ELEV MSTR BATH 192 SF 003 / 321 SF 22 SF J 235 SF HVAC/STORAGE 51 SF VA co ` — THIRD FLOOR CD — — 20'-5 1/4 _ _ SECOND TOP PLATE 0) \ , co LIVING < P ELEV WINE RM KITCHEN POWDER 265 SF Y 22 SF 28 SF 351 SF 37 SF \ / \ ' — — _ SECOND FLOOR OIL co 9'-7 1/2" FIRST TOP PLATE 8'-1 1/2" 1'-4" FOYER238 SF N BATH 1 017 (ART WALL) ELEV GARAGE 002 r 69 SF 22 SF 599 SF >� xi , ii- --A V1 I \.I �-1 I I FIRST FLOOR ri\r uu / ri\A r ��ri\ �/ � / �/� ��\ri\ � ° / \r� �\ri\r\r\ �/\ • � ' -.' — — 0" GARAGE SLAB y i � / �/'� / �� / �/\ � � / � \� / �/\ • \ �\i�� \ \ r r/ r Mp1m,T.O. FOUNDATION _2'-8 rTN� Section 1 A 100 11411 = 1'-0" 1 1 A 401 A 400 T.O. STRUCTURE 35'-0" Cf) - — -- -- — — — — — — — — ROOF BEARING 0 31'-9" - — N _ ROOF PLATE NEW 42" CABLE RAILING G NEW 42" CABLE --------- -------- \� � �� OFFICE \ ��RAILING - \\ / 192 SF \\ rn I STONE VENEER TO : �Q M MATCH EXTERIOR ih I_THIRD FLOOR I I SECOND TOP PLATE NEW 6" X 6" SOLID I — - — ( _ _ _ _ __ 18'-11 114" 0 WOOD COLUMN, TYP.I <= M NEW 42" CABLE RAILING LIVING BED 3 RAILING yr 1 I i 265 SF_ _ = 007 192 SF A 403 I= I I`? - co Z� _ SECOND FLOOR Zo 9'-7 1/2" _ FIRST TOP PLATE 1 1--4 - 1 \ i N BED 2 1 BATH 2 LAUNDRY FOYER 005 004 BED 1 r 241 SF I 65 SF 91 SF 238 SF 204 SF 00 I I \ I _ FIRST FLOOR Oil � ARGEASLAB ��y-y---- 411 /� \ Z_<, \ \ T.O. FOUNDATION .,_'!��fi`� -2'-8„ 2 Section 2 81 A 100 1/411 = 1'-0" MARK MACCC ARCH I T E C T S FORWARD DESIGN. UNPARALLELED EXECUTION OF Co MARK W. MACC4rn -p A 96004 ALU rD P*� I MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM REST DENCE SECTIONS Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 0 Scale 1/411 = 1'-0" I 0 N r 00 CDN N T_ 1 A 402 - MSTR BATH 235 SF PANTRY 113 SF MSTR CLOS. 198 SF O O O O O O1111<p KITCHEN 351 SF O 00 a 0 e �Do M 2 A 404 i �0K MASTER BEDRM 321 SF O EXISTING BEAM ' N DINING 259 SF - 015 9 io GARAGE FOYER LAUNDRY 599 SF 001 238 SF 91 SF IF 1H L IN Section 3 A 100 1/4" = 1'-0" 1 1 A 400 A 401 2 A4 � 0 � O OFFICEO O O O O O O O O O1111<p O O Li LIVING 265 SF LJ NEW RAILING TO BE 38" PER CODE FUR OUT WALL TO MATCH FIRST LEVEL NEW ROOF OVER OUTDOOR SEATING ALIGN NEW 6" x 6" SOLID WOOD COLUMNS STORAGE 29 SF nFe o 2 Section 4 A 100 1/411 = 1'-0" 007 MASTER BEDRM 321 SF i i 003 FOYER 238 SF DINING 1 259 SF 019 / °p 0 0 9 Zo N Eel T.O. STRUCTURR 35'-0" ROOF BEARIN� ROOF PLAT_ E 5� 29'-9" THIRD FLOOR 20'-5 1/4" SECOND TOP PLATE -� 18'-11 1%4" SECOND FLOOR 9'-7 1 /2" FIRST TOP PLATE 8'-1 1/2" FIRST FLOOR 0" GARAGE SLAB r / -4" T.O. FOUNDATION -2'-8" ROOF BEARING 0 31'-9" ROOF PLATE P-1, THIRD FLOOR Zo 20'-5 114" SECOND TOP PLATE 18'-11 1/4" T co co _ —SECOND FLOOR Zo 9'-7 1/2" FIRST TOP PLATE 8'- _A1 1 /2" C/L cv - - 00 L FIRST FLO_ OR Oil GARAGE SLAB -4" T.O. FOUNDATION JOB COPY -2'-8" MARK MACCC k'", ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com CoOF f 00 MARK W. MACCO7 M AR96004 D MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 01 Scale 1/4" = 1'-0" 11 O DINING 1 259 SF 019 / °p 0 0 9 Zo N Eel T.O. STRUCTURR 35'-0" ROOF BEARIN� ROOF PLAT_ E 5� 29'-9" THIRD FLOOR 20'-5 1/4" SECOND TOP PLATE -� 18'-11 1%4" SECOND FLOOR 9'-7 1 /2" FIRST TOP PLATE 8'-1 1/2" FIRST FLOOR 0" GARAGE SLAB r / -4" T.O. FOUNDATION -2'-8" ROOF BEARING 0 31'-9" ROOF PLATE P-1, THIRD FLOOR Zo 20'-5 114" SECOND TOP PLATE 18'-11 1/4" T co co _ —SECOND FLOOR Zo 9'-7 1/2" FIRST TOP PLATE 8'- _A1 1 /2" C/L cv - - 00 L FIRST FLO_ OR Oil GARAGE SLAB -4" T.O. FOUNDATION JOB COPY -2'-8" MARK MACCC k'", ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com CoOF f 00 MARK W. MACCO7 M AR96004 D MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 01 Scale 1/4" = 1'-0" 11 NEW 42" CABLE RAILING NEW 42" CABLE RAILING 1 A 404 M Section 5 1A iv 1/4" = 1'-0" MSTR BATH 235 SF 019 No 21 PANTF 113S GARAGE 599 SF 003 POWDER 37 SF D O \ 004 2 A 403 — — — — — — — — — — --N I r' 010 ,I r 10. NEW 42" CABLE RAILING 0 CV NEW 42" CABLE RAILING a, co CO N 00 T.O. STRUCTURE 35'-0" ROOF BEARING 31'-9" ROOF PLATE OL 29'-9-9" THIRD FLOOR OgL 20'-5 114" - SECOND TOP PLATE 18'-11 1/4" 0 Ln Cf) SECOND FLOOR 9' FIRST TOP PLATEy 8'-1 1/21/2" FIRST FLOOR 0" GARAGE SLAB OIL -411 T.O. FOUNDATION -2'-811 JOB COPY MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF f 0 Co MARK W. MACCO 7 �-•- AR9f004 44- D P Q�/ MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number ##### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 02 Scale 1/4 If = 1'-0" WE n 42" CABLE RAILING. CABLE% 3" ON CENTER WITH METAL BALUSTERS AND 1-1/2" TOF RAIL, TYP. PORCELAIN TILE OVER SONOGUARD DECKING SYS CANT DECK AWAY FROM STRUCTURE, TYP. MTL DRIP EDGE OVER 4" X 1/2" AND 6" X 1/2" HARDIE OR EQUAL PNTD. FASCIA. 14" WOOD JOIST, SEE STRUCTURAL DRAWINGS PNTD HARDIE VENTLESS SO FILLED BOND BEAM W/ REBI SMOOTH PNTD GYP CEILING R-19 BAT, OR SOY BASED SPRAY FOAM INSULATION A EXTERIOR ENVELOPE RIGID INSULATION ALONG PERIMETER 6" PNTD. FLAT STOCK BASE, TYP. PAINTED LAP SIDING OVER FURRING STRIPS, VAPOR BA AND ZIPWALL SHEATHING NOTCH SLAB INTO STEMWAI AS SHOWN,TYPICAL. SEE STRUCTURAL DRAWINGS FC BOLTED SLAB CONNECTION; Section 2 - Callout 1 1/2" = 1'-0" EXT�NT OF EXISTING STRUCTURE THIRD FLOOR DURROLAST MEMBRANE 20'-5 1/4" ROOFING SYSTEM EXTENT OF EXISTING R-19 BAT, OR SOY BASED CANT AWAY FROM SECOND TOP PLATE STRUCTURE SPRAY FOAM INSULATION AT STRUCTURE, TYP. 18'-11 1/41/4" EXTERIOR ENVELOPE MTL DRIP EDGE OVER 4" X 1/2" 2" X 6" WOOD FRAMING AND 6" X 1/2" HARDIE OR EQUAL SECOND FLOOR_ AT CABANA BATH PNTD. FASCIA. 9'-7 1/2" EXISTING OPENINGS TO FIRST TOP PLATE FIT 14EW WINDOW CONFIG. 8'-1 1/2" 14" WOOD JOIST, SEE STRUCTURAL DRAWINGS 6" x 6" SOLID WOOD COLUMNS, TYP. L 7 CABANA BATH 27 SF 013 6" PNTD. FLAT SECOND FLOOR STOCK BASE, TYP. 9'-7 1/2" CANT AWAY FROM STRUCTURE, TYP. _FIRST TOP PLATE v FIRST FLOOR 0" ° \ a GARAGE SLAB -411 THICKENED SLAB UNDER NE CABANA BATH WALLS KTEN OF EXISTING i i T.O. FOUNDATION ��i� TRU TURE -2'-8" FIRST FLOOR Oil GARAGE SLAB -411 T.O. FOUNDATION T'-8" Section 5 - Callout 1 1/2" = 1'-0" JOB COPY MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF F, MARK W. MACCO = 7 AR96004 CJS. MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTION DETAILS Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker Scale 1/2 If = 1'-0" 11 LO N N 00 O N N r PAINTED LAP SIDIN OVER EXISTING 2" R-19 BAT, OR SOY E SPRAY FOAM INSUI EXTERIOR ENVELO 42" CABLE RAILING 3" ON CENTER WITI BALUSTERS AND 1 - RAIL, TYP. EXTERIC CANT AWAY FROM STRUCTURE, TYP. MTL DRIP EDGE OV 4" X 1/2" AND 6" X 11 HARDIE OR EQUAL PNTD. FASCIA. 14" WOOD JOIST, S STRUCTURAL DRAB PNTD HARDIE VEN1 SOFFIT, TYP. R-19 BAT, OR SOY E SPRAY FOAM INSUI EXTERIOR ENVELO FILLED BOND BEAN NEW 9'-0" x 7-0" FRS GLASS GARAGE DC NOTCH SLAB INTO AS SHOWN,TYPICA STRUCTURALDRA� BOLTED SLAB CONI CANT AWAY FROM STRUCTURE, TYP. 0 2' 4' 8' SCALE: 1/4" = V-0" Section 5 - Callout 2 A 402 3/4" = V-0" SECOND EXTENT OF EXISTING GARAGE OP PLAT 18'-11 1/4" SECOND FLOO � 9'-7 1/2" FIRST TOP PLATE 8'-1 1 %2" FI T.O. FOl E SLAB -4" JNDATION -2'-8" 42" CABLE RAILING PLA 3" ON CENTER WITH ME BALUSTERS AND 1-1/2" RAIL, TYP. EXTERIOR PORCELAIN TILE OVER SONOGUARD DECKING CANT DECK AWAY FROI STRUCTURE, TYP. MTL DRIP EDGE OVER 4" X 1/2" AND 6Y X 1/2" HARDIE OR EQUAL PNTD. FASCIA. 42" CABLE RAILING. CABLES PLACED 3" ON CENTER WITH METAL 2 Section 6 A 100 3/4" = 1'-0" THIRD FLOOR 20'-5 1 /4" SECOND TOP PLATEOL 18'-11 1%4" _ SECOND FLOOR 9'-7 1 /2" FIRST TOP PLAT 8'-1 1/2" FIRST FLOOR 0" GARAGE SLAB -4" MARKMACC* ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF (*MARK W. MAGCO-� AR96004 ��tt f t MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTION DETAILS Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 0 Scale 3/4" = 1'-0" 7 N N co 0 N N REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED. 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN. CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4% 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10. ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT 7'-0" AFF. NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 A 301 1 A 400 1 A 401 I I 2" AFF 41z / NOTE: ELECTRICIAN TO CHECK EXISTING CONDITIONS TO DETERMINE WHETHER ELECTRIC ALIGNS W/ NEW LAYOUT 2 A 300 TO 2ND FLOOR SWITCH J L \ S \ I / \ (SD -)(CMI \ I � I c� --- V444 —�� I W6- I \ I \ \ 1\ � I / (§D) - \ A 66- I , 06- IQ Q6 A' I I I - 1 1 I \ I \ 1 \ 1 \ \--- FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" 1 i \ fi FEE 0- F AFF gfi IOU N I DATA / / 1 Q / O QUAD TELEVISIO afi DUPLEX GROUND FAULT 2 404 1 A 300 ELECTRICAL SYMB V DATA / SWITCH Q DUPLEX OUTLET O QUAD TELEVISIO afi DUPLEX GROUND FAULT MARK MACCC OLS �1 I ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION DUPLEX OUTLET 42" 42" AFF DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET 0 CEILING MOUNTED FAN, NO (cw CEILING MOUNTED CARBON MONOXIDE DETECTOR (sD> CEILING MOUNTED SMOKE DETECTOR PENDANT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD n 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 14i 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT d WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT PL WALL MOUNTED POOL CONTROLS FP —NL B0X PANEL BOX NATURAL GAS VALVE ❑® HVAC SUPPLY GRILLE HVAC RETURN 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com rC6 MARK W. MACCO ';�rl G3i AR96004ip MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE FIRST F RCP - ELECTRICAL Project Number ##### Date JAN 2ND, 2018 Drawn By Author Checked By Checker 200 Scale 1/411 = 1'-0" co of N N 00 O N N REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6'-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED. 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN. CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4"& 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10, ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS, REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT T-0" AFF. NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" r2-'� A 301 1 �OO 1 A 401 2 400 ' ZANY' NOTE: ELECTRICIAN TO CHECK EXISTING CONDITIONS TO DETERMINE WHETHER ELECTRIC ALIGNS W/ NEW LAYOUT a. T � I 1 ` TO IST FLOOR / WITCH (CM)(SD) / I 1 , 0Y \Awl I I I � 1 ----"" EXISTING CEILING [ T I \ I I I / I 2" AFF \ I I \ \ I \ \ I \ I / PENDANT LIGHTS I 1 I I I I 1 I I I I rt I I / I / I / i -T I \ I ` I I I I I � / I / I '42" AFF GF 14' / X4'1 {4'1 I \M ----'' ,--------- PS 4" ' L_ / N I 42" AFF GFI I SWITCH / I I ' 6 6 I 6 F- — 66 42" AFF GFI I I I rt I I / I / I / i -T I \ I ` I I I I I � / I / I '42" AFF GF 14' / X4'1 {4'1 I \M ----'' ,--------- PS 4" ' L_ / N I SECOND FLOOR ELECTRICAL PLAN 1/411 = 1'-0" LWO 2 A 404 u TT � q JJJ� 111 < a \ 1 A 300 ELECTRICAL SYMBOLS V DATA / SWITCH DUPLEX OUTLET QUAD 6 6 gfi 6 n 66 SECOND FLOOR ELECTRICAL PLAN 1/411 = 1'-0" LWO 2 A 404 u TT � q JJJ� 111 < a \ 1 A 300 ELECTRICAL SYMBOLS V DATA / SWITCH DUPLEX OUTLET QUAD TELEVISIO gfi DUPLEX GROUND FAULT DUPLEX OUTLET 42" 42" AFF DUPLEX OUTLET 42" AFF, GROUND 42" AFF GFI FAULT INTERRUPTION FLOOR OUTLET 0 CEILING MOUNTED FAN, NO (dm) CEILING MOUNTED CARBON MONOXIDE DETECTOR (s_D) CEILING MOUNTED SMOKE DETECTOR • PENDANT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD Cbl' 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT C WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT PL WALL MOUNTED POOL CONTROLS PNLBOX PANEL BOX NATURAL GAS VALVE FRI HVAC SUPPLY GRILLE HVAC RETURN p L MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com M F6/ MARK W. MACCO ':�1\ � U AR96004 r � MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECOND FLOOR RCP - ELECTRICAL Date JAN 2ND, 2018 Drawn e w Author i Checked By Checker E 201 Scale 1/411 = 11-091 I REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED. 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN. CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4% 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10. ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN, MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT 7-0" AFF. "g) NORTH r2'� �01 1 "t 400 0 2' 4' 8' SCALE: 1/4" = V-0" 1 401 o DATA / 42" AFF SWITCH DUPLEX OUTLET / QUAD / TELEVISIO \ DUPLEX GROUND FAULT \ I o / 42" AFF GFI / T I / / / / / T I, / I I / / I I 1 \ , I I I 1 C1 C1 � T \ I I I I I I r / 47 / / / / / / / / / I I I 1 \ \ o DATA / 42" AFF SWITCH DUPLEX OUTLET 42" AFF GFI QUAD TELEVISIO ofi DUPLEX GROUND FAULT \ I o / 42" AFF GFI / / \ / T I, I I I 1 , I I I 1 C1 C1 � T NOTE: ELECTRICIAN TO CHECK EXISTING CONDITIONS TO DETERMINE WHETHER ELECTRIC ALIGNS W/ NEW LAYOUT 2 A 401 , \ S ,I TO 2 D FLOOR SWIT H CM §-D)" THIRD FLOOR ELECTRICAL PLAN 1/4" = 1'-0" / / / / I I I \ \ \ / / / / I I 1 (SD) I I I I I I 1 , I 01 / / / I I I 1 \ `VI 1 A 402 EXIST. BEAM CEILING DROPS 1' ELECTRICAL SYMBOLS V DATA / 42" AFF SWITCH DUPLEX OUTLET 42" AFF GFI QUAD TELEVISIO ofi DUPLEX GROUND FAULT (dw CEILING MOUNTED CARBON MONOXIDE DETECTOR (SD) CEILING MOUNTED SMOKE DETECTOR • PENDANT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD �1 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 6�1 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT (2D WALL MOUNTED POOL CONTROLS P -NL BOX PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE HVAC RETURN 1 42" AFF GFI L A300 EXISTING 42"AFF GFI SKYLIGHT 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF F6/ MARK W. MACCO �s � h AR96004 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE THIRD FLOOR RCP- ELECTRICAL Date JAN 2ND, 2018 Drawn By Author Checked By Checker E 202 n DUPLEX OUTLET 42" 42" AFF DUPLEX OUTLET 42" AFF, GROUND 42" AFF GFI FAULT INTERRUPTION FLOOR OUTLET Z CEILING MOUNTED FAN NO (dw CEILING MOUNTED CARBON MONOXIDE DETECTOR (SD) CEILING MOUNTED SMOKE DETECTOR • PENDANT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD �1 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 6�1 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT (2D WALL MOUNTED POOL CONTROLS P -NL BOX PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE HVAC RETURN 1 42" AFF GFI L A300 EXISTING 42"AFF GFI SKYLIGHT 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF F6/ MARK W. MACCO �s � h AR96004 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE THIRD FLOOR RCP- ELECTRICAL Date JAN 2ND, 2018 Drawn By Author Checked By Checker E 202 n