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347 7TH ST - NEW HOME ARCH DWG'SASPLUNDH RESIDENCE 347 7TH STREET ATLANTIC BEACH, FL 32233 PROJECT LOCATION SWALE AREA TO RUN PROVIDE SILT FENCE LENGTH OF LOT 130-00' AROUND PROPERTY -- .�— — — -- - -------------------------- - - — — +� I Cf U5 I TEMPORARYLDIN(� I - 1 I BUI DUMPSTER FOOTPRINT LINE I I LOCATION I• I , NORTH 21 SITE PLAN 300 1/811 = 1'-0" 0 2, 4, 8, SCALE: 1/4" = V-0" COMMUNITY DEVELOPMENT APPROVED SHEET LIST SHEET NUMBER SHEET NAME A 100 pla;-T B GENERAL NOTES A 102 GENERAL NOTES A 103 FLASHING DETAILS A 200 SLAB PLAN A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 ROOF PLAN A 204 Plaza A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS Plaza Glass SECTIONS A 402 SECTIONS A 403 SECTIONS A 404 SECTION DETAILS A 405 police Department STUCCO DETAILS E 200 FIRST FLOOR RCP -ELECTRICAL E 201 SECOND FLOOR RCP -ELECTRICAL Ska leboard Park ady of the Sea Adele Gray. Catholic Gnurch Community Center �47'�Ch Street tlanti,C. eal� --:ity Ha l 1 i Howell Park T,i trnpl� postoli Fai'.h Church -' a PROJECT LOCATION SWALE AREA TO RUN PROVIDE SILT FENCE LENGTH OF LOT 130-00' AROUND PROPERTY -- .�— — — -- - -------------------------- - - — — +� I Cf U5 I TEMPORARYLDIN(� I - 1 I BUI DUMPSTER FOOTPRINT LINE I I LOCATION I• I , NORTH 21 SITE PLAN 300 1/811 = 1'-0" 0 2, 4, 8, SCALE: 1/4" = V-0" COMMUNITY DEVELOPMENT APPROVED SHEET LIST SHEET NUMBER SHEET NAME A 100 TITLE SHEET A 101 GENERAL NOTES A 102 GENERAL NOTES A 103 FLASHING DETAILS A 200 SLAB PLAN A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 ROOF PLAN A 204 SCHEDULES A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS A 401 SECTIONS A 402 SECTIONS A 403 SECTIONS A 404 SECTION DETAILS A 405 SECTION DETAILS A 500 STUCCO DETAILS E 200 FIRST FLOOR RCP -ELECTRICAL E 201 SECOND FLOOR RCP -ELECTRICAL Total: 20 D ISSUED FOR PERMIT 11.14.2018 APPLICABLE CODES: • 2017 FLORIDA BUILDING CODE - ACCESSABILITY • 2017 FLORIDA BUILDING CODE - BUILDING • 2017 FLORIDA BUILDING CODE - RESIDENTIAL • 2017 FLORIDA BUILDING CODE - PLUMBING • 2017 FLORIDA BUILDING CODE - MECHANICAL • 2017 NATIONAL ELECTRICAL CODE - NFPA 70 • 2017 FLORIDA FIRE PREVENTION CODE - 6TH EDITION (NFPA 1 & NFPA 101) COMPLIANCE METHODS: WORK AREA COMPLIANCE METHOD (FBG 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. (FBC 601.2) BUILDING OCCUPANCY: SINGLE FAMILY HOME: ZONED RS -2 FIRE RATING SEPARATION: NOT APPLICABLE (FBC TABLE 508.4) MEANS OF EGRESS: NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT LOAD GREATER THAN 49 (FBC TABLE 1015.1) IMPORTANT:. *ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE EMERGENCY 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 AND CORRESPONDING ROUGH OPENING IN WINDOW 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. *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. *A FOUNDATION 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 OVERHEAD UTILITIES IN VICINITY OF PROPOSED BUILDING CALCULATIONS: LOT TOTAL: 9,750 SF FIRST FL. AC SPACE: 2,589 SF 2ND FL. AC SPACE: 856 SF TOTAL AC SPACE: 31445 SF NON AC SPACE GARAGE: FRONT PORCH: BACK PATIO (TREX): POOL: DRIVEWAY (TURF BLOCK): 2ND FLOOR FRONT DECK: 2ND FLOOR REAR DECK: BUILDING SITE FOOT PRINT: TOTAL SITE COVERAGE: 655 SF 71 SF 995 SF 384 SF 160 SF (x.50) = 80 SF 88 SF 112 SF 3,299 SF 4,849 SF TOTAL PERCENT IMPERVIOUS LOT COVERAGE: 49.7% (MAXIMUM LOT COVERAGE= 50%) 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 COF F1 Co MARK W. MACCO y �7 ~ C AR96004 RED PSG �• �y �`� �`�� .� � yam` ' :. MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 11/14/18 ASPLUNDH RESIDENCE TITLE SHEET Project Number ### Date NOV. 14TH, 2018 Drawn By Author Checked By Checker 10 scale As indicated ►; C ci 00 0 N r- ASPLUNDH RESIDENCE 347 7TH STREET ATLANTIC BEACH, FL 32233 NORTH 1 0 - - 0 2, 4, 8' SCALE: 1/4" = 1'-0" Z , COMMUNITY DEVELOPMENT DENIED SHEET LIST SHEET NUMBER SHEET NAME A 100 TITLE SHEET A 101 GENERAL NOTES A 102 GENERAL NOTES A 103 FLASHING DETAILS A 200 SLAB PLAN A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 ROOF PLAN A 204 SCHEDULES A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS A 401 SECTIONS A 402 SECTIONS pl a7a SECTIONS A 404 SECTION DETAILS A 405 SECTION DETAILS A 500 Plaza. E 200 FIRST FLOOR RCP -ELECTRICAL E 201 SECOND FLOOR RCP -ELECTRICAL s7 Piaziar� Plaza Glass P�tlarltrc Beach" . Polix' Dep rt' rre ' A l Bit, Oceanside Rolary Bib, 5L T, w.. ' Skateboard P ark:. S1 y Lady of the Sed �� .. feu: re klr, e Adele at olic Churchr Community ty Cent r ,-�, lt347`,Ih Street t tk_,11 tic Bein h City Hall:qo iP t may, 4l� k s� 7, Howell Park F�ith' Church ri tb �.n SA `,,alto 4 .a TV PROJECT LOCATION — NORTH 1 0 - - 0 2, 4, 8' SCALE: 1/4" = 1'-0" Z , COMMUNITY DEVELOPMENT DENIED SHEET LIST SHEET NUMBER SHEET NAME A 100 TITLE SHEET A 101 GENERAL NOTES A 102 GENERAL NOTES A 103 FLASHING DETAILS A 200 SLAB PLAN A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 ROOF PLAN A 204 SCHEDULES A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS A 401 SECTIONS A 402 SECTIONS A 403 SECTIONS A 404 SECTION DETAILS A 405 SECTION DETAILS A 500 STUCCO DETAILS E 200 FIRST FLOOR RCP -ELECTRICAL E 201 SECOND FLOOR RCP -ELECTRICAL Total: 20 ISSUED FOR PRICING NOT CONSTRUCTION 10.15.2018 APPLICABLE CODES: • 2017 FLORIDA BUILDING CODE - ACCESSABILITY • 2017 FLORIDA BUILDING CODE - BUILDING • 2017 FLORIDA BUILDING CODE - RESIDENTIAL • 2017 FLORIDA BUILDING CODE - PLUMBING • 2017 FLORIDA BUILDING CODE - MECHANICAL • 2017 NATIONAL ELECTRICAL CODE - NFPA 70 • 2017 FLORIDA FIRE PREVENTION CODE - 6TH EDITION (NFPA 1 & NFPA 101) COMPLIANCE METHODS: 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. (FBC 601.2) BUILDING OCCUPANCY: SINGLE FAMILY HOME: ZONED RS -2 FIRE RATING SEPARATION: NOT APPLICABLE (FBC TABLE 508.4) MEANS OF EGRESS: NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT LOAD GREATER THAN 49 (FBC TABLE 1015.1) IMPORTANT: *ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE EMERGENCY 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 AND CORRESPONDING ROUGH OPENING IN WINDOW 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. *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. *A FOUNDATION 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 OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. BUILDING CALCULATIONS: LOT TOTAL: 91750 SF FIRST FL. AC SPACE: 21589 SF 2ND FL. AC SPACE: 856 SF TOTAL AC SPACE: 3,445 SF NON AC SPACE GARAGE: 655 SF FRONT PORCH: 71 SF BACK PATIO -PAVERS: 693 SF BACK PATIO-TREX (PERMEABLE): 528 SF POOL: 384 SF DRIVEWAY: 360 SF 2ND FLOOR FRONT DECK: 88 SF 2ND FLOOR REAR DECK: 112 SF BUILDING SITE FOOT PRINT: 31298 SF TOTAL SITE COVERAGE: 4,859 SF TOTAL PERCENT IMPERVIOUS LOT COVERAGE: 49.8% (MAXIMUM LOT COVERAGE= 50%) MARK N ARCH i . FnRWARD DESIGN. UNPARALLELED t, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.Maccokchitects.c MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 ASPLUNDF RESIDENCI TITLE SHEE Project Number #; Date OCT. 15TH, ; Drawn By AI Checked By ChE A 10 C Scale AS indii SITE PREPERATION TERMITE CONTROL C. CONCRETING: S: 1. CONSTRUCT FORM WORK AN MAINTAIN A. SECTION REQUIREMENTS: A. TERMICfDE TOLERANCES AND SURFACE IR REGULARITIES VIDE A WORKING SOLUTION IN CONCENTRATIONS WITHIN ACI 117 LIMITS OF CLAS p "A" FOR CONCRETE 1. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING 1 PROVIDE EXPOSED TO VIEW AND CLASS 'PC" FOR OTHER MATERIALS BEYOND INDICATED SUB GRADE ELEVATIONS OR RECOMMENDED BY MANUFACTURER. CONCRETE SURFACES. DIMENSIONS WITHOUT DIRECTION BY ARCHITECT. INSTALLATION: UNAUTHORIZED EXCAVATION AND REMEDIAL WORK SHALL BE AT B. INS 2. SET WATER STOPS WHERE I IIDICATED TO CONTRACTOR'S EXPENSE. ENSURE JOINT WATER TIGHTN ISS. CONTRA 1. PREPARE SURFACES AND APPLY TREATMENT AT RATES � 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES AND CONCENTRATIONS RECOMMENDED IN 3. PLACE VAPOR RETARDER ON PREPARED SUB OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY MANUFACTURES WRITTEN INSTRUCTIONS. GRADE, WITH JOINTS LAPPED 6jINCHES (150MM) SERVICES WITHIN CONTRACT. 2. APPLY TERMITE CONTROL TO ALL AREAS OF NEW AND SEALED. j B. MATERIALS. CONSTRUCTION. 4. ACCURATELY POSITION SUPPjORT, AND SECURE 1. SATISFACTORY SOIL, ASTM D 2487 SOIL CLASSIFICATION 3. POST SIGNS IN AREAS OF APPLICATION WARNING REINFORCEMENT. WORKERS THAT SOIL TERMITICIDE TREATMENT HAS BEEN GROUPS GW, GP, GM, SW, SP, AND SM. FREE OF ROCK OR 5. INSTALL CONSTRUCTION, ISOLATION, AND LARGER THAN 2" 50MM} IN ANY DIMENSION, DEBRIS, APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED BY CONTROL JOINTS. GRAVEL. ( CONSTRUCTION. WASTE, FROZEN MATERIALS, VEGETATION, OR OTHER OTHER CONSTR MATTER. 6. PLACE CONCRETE 1N A CONTINUOUS OPERATION DELETERIOUS4. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO AS DISTURBED BY SUBSEQUENT EXCAVATION OR AND CONSOLIDATE USING MECHANICALI VIBRATING 2. UNSATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION ARE EQUIPMENT. H CL CH OL OH, AND PT. OTHER CONSTRUCTION ACTIVITIES FOLLOWING GROUPS GC, SC, ML,M APPLICATION. 7. PROTECT CONCRETE FROM �HYSICAL DAMAGE 3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS, TERMITE TREATMENT. OR REDUCED STRENGTH DUE TO WEATHER 5. MASSEY TO PROVIDE TE EXTREMES DURING MIXING, PL CING, AND CURING. 4. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND 8. FORMED SURFACE FINISH: S MOOT H FORMED NATURAL OR CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95 CAST IN PLACE CONCRETE FINISH FOR CONCRETE EXPOS fD TO VIEW, PERCENT PASSING A 1-1/2" (38MM) SIEVE. ��"-' COATED, OR COVERED BYWATI_RPROOFING R A. SECT/ON REQUIREMENTS: OTHER DIRECT APPLIED MATE IfAL, ROUGH FORMED 5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A FINISH ELSEWHERE. " 25MM SIEVE AND NOT MORE THAN 8 PERCENT PASSING A N0. 1. SUBMIT PRODUCT DATA. 1 ( ) LEVE. B 9. UNFORMED SLAB FINISHES; ICRATCH FINISH FOR 200 (0.075MM) S 2. COMPLY WITH ASTM C-94, ACI -301, "SPECIFICATIONS FOR SURFACES TO RECEIVE MORTA SETTING BEDS. 6. DRAINAGE FILL; WASHED, EVENLY GRADED MIXTURE OF STRUCTURAL CONCRETE FOR BUILDINGS"; ACI -318, FLOAT FINISH SURFACES FOR I TERIOR STEPS, CRUSHED STONE OR CRUSHED OR UNCRUSHED GRAVEL, ASTM "BUILDING CODE REQUIREMENTS FOR STRUCTURAL RAMPS AND SURFACES TO RECEIVE D 448, SIZE 57, WITH 100 PERCENT PASSING. A 1-1/2" (38MM) CONCRETE"; AND CRSI'S "MANUAL OF STANDARD WATERPROOFING, ROOFING 0 OTHER DIRECT SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 8 PRACTICE". APPLIED MATERIAL. TROWELE b FINISH FOR FLOOR (2.36MM) SIEVE. SURFACES AND FLOORS TO RE �EIVE FLOOR 3. ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY COVERINGS, PAINT, OR OTHER fHIN FILM FINISH TO TEST CONCRETE MIXES. COATINGS. TROWEL AND FINE ROOM FINISH FOR C. EARTHWORK: SURFACES TO RECEIVE THIN S �T TILE. NON SLIP " FOUNDATION SOILS FROM BROOM FINISH TO EXTERIOR C �NCRETE 1. PROTECT SUB GRADES AND B. MATERIALS: PLATFORMS, STEPS, AND RAM jS. * CONCRETE SOFTENING AND DAMAGE BY WATER, FREEZING FINISH TO BE GROUND AND PO (SHED. TEMPERATURES, OR FROST. 1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 60 SIX STEP PROCESS TO 600 GR11 FINISH. EXCAVATE TO SUB GRADE ELEVATIONS REGARDLESS OF (ASTM A -615M, GRADE 420). 2. EXCA 2. WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS, 10. UNIFORMLY SPREAD 25 LB/1 0 SQ. FT. (1.5 CHARACTER OF MATERIALS AND OBSTRUCTIONS NOT ROLLS. 6X6, #101#10. KG/SQ. M.) OF DAMPENED NON LIP AGGREGATE ENCOUNTERED. OVER FLOAT FINISHED PAVING SURFACE. TAMP AND SLABS PAVEMENTS 3. PORTLAND CEMENT; ASTM C-150, TYPE 1. EXPOSE NON SLIP AGGREGATE) 3. EXCAVATE FOR STRUCTURES, BUILDING , AND WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND 4. FLY ASH; ASTM C-618, TYPE F. MAX. 20% OF TOTAL 11. APPLY DRY SHAKE COLOR HARDENER TO FLOAT T FINISHING GRADES. CEMENT & FLY ASH. FINISHED SURFACE, REPEATIN 'FLOAT EXCAVATE TRENCHES TO INDICATED TO EMBED EACH APPLICATION. )APPLY FINAL 4. UTILITY TRENCHES: EXCA TROWEL FINISH. NES DEPTHS AND INVERT ELEVATIONS. MAINTAIN 5. AGGREGATE; ASTM C-33, CLASS 4S. SLOPES, LI , 12" 300MM) OF WORKING CLEARANCE ON EACH SIDE OF PIPE OR ENT; ASTM C-1116, TYPE III, FORMED SURFACES B MOIST CURING ( 6. FIBER REINFORCEMENT; 12. CURE CONDUIT. ENGINEERED POLYPROPYLENE FIBERS. UNTIL FORMS ARE REMOVED. AND SHAPE BEDDING COURSE TO O M PACT A _ AFTER CE C AFT I. PLA 7. AIR -ENTRAINING ADMIXTURE; ASTM C 260. 13. BEGIN CURING UNFORMED ONCRETE PROVIDE CONTINUOUS SUPPORT FOR PIPES AND AND OTHER UNYIELDING BEARING FINISHING. KEEP CONCRETE C NTINUOUSLY MOIST CONDUITS OVER ROCK FOR AT LEAST SEVEN DAYS. SURFACES AND TO FILL UNAUTHORIZED EXCAVATIONS. 8. CHEMICAL ADMIXTURE; ASTM C-494. II. PLACE AND COMPACT INITIAL BACK FILL OF 9. WATER STOPS; FLAT DUMBBELL OR CENTER BULB TYPE, 14, OWNER WILL ENGAGE A TE TING AGENCY TO ) PERFORM TESTS AND TO SUB M T TEST REPORTS. SATISFACTORY SOILED MATERIAL OR SUBBASE MATERIAL, OF EITHER RUBBER (CRD C-513) OR PVC (CRD C-572 . FREE OF PARTICLES LARGER THAN 1" (25MM) TOA R RETARDER; CLEAR 6-MIL-(0.2MM) THICK 15. PROTECT CONCRETE FROM IjDAMAGE. REPAIR HEIGHT OF 12" (300MM) OVER THE UTILITY PIPE OR 10. VAPOR CONDUIT. PLACE AND COMPACT FINAL BACK FILL OF POLYETHYLENE. SURFACE DEFECTS IN CONCRE E. SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE. POUND 11. LIQUID MEMBRANE_ FORMING CURING COMPOUND; ROUGH CARPENTRY UP SLOPED SURFACES STEEPER THAN ASTM C-309, CLEAR, TYPE 1, CLASS B WATERBORNE. 5. PLOW STRIP OR BREAK HORIZONTAL TO RECEIVE FILL. A. SECTION REQUIREMENTS: ONE VERTICAL TO FOUR 12. NONSLIP AGGREGATE; FACTORY PRODUCED ALUMINUM OXIDE 1. SUBMIT MODEL CODE EVALU TION REPORTS FOR 6. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RUSTPROOF, NON GLAZING, FUSED ENGINEERED WOOD PRODUCT RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR GRANULES OR CRUSHED EMERY, UNAFFECTED BY PRODUCTS: FREEZING MOISTURE, AND CLEANING MATERIALS. FILL, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE - B. LUMBER, GENERAL: CONDITION OR AERATE SOIL, AND RE -COMPACT. 13. DRY SHAKE COLOR HARDENER, PACKAGED, �� LS CONSISTING OF PORTLAND a MOISTURE 7. PLACE BACK FILL AND FILL IN LAYERS NOT MORE THAN 8 COMBINATION OF MATERIA NON PORTLAND 1. DRESSED LUMBER, S4S, 19 /o AXIMUM M IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT. CEMENT, GRADED QUARTZ AGGREGATE,CONTENT FOR 2" (38MM) THICK ESS OR LESS, MARKED (200M } EACH LAYER UNDER STRUCTURES, BUILDING SLABS, MINERAL OXIDE COLORING PIGMENTS, AND PLASTICIZING WITH GREADE STAMP OF INSPECTION AGENCY. COMPACT WALKWAYS TO 95 PERCENT OF MAXIMUM DRY ADMIXTURE COLOR AS FOR AS SELECTED BY ARCHITECT. PAVEMENTS AND ASTM D1557� ELSEWHERE TO 90 C. TREATED MATERIALS: DENSITY ACCORDING TO 14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR PERCENT HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE. 1. PRESERVATIVE TREATED MTERIALS; AWPA C2 8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION, : 2500 PSI 17.3 MPA AT LUMBER AND AWPA, C9 PLYWO D, LABELED BY AN D ELEVATIONS INDICATED. GRADE LAWNS, I. COMPRESSIVE STRENGTH. ( } INSPECTION AGENCY APPROVE BY ALSC'S BOARD OF LINES, AN KILN DRY LUMBER AND WALKWAYS, AND UNPAVED SUB GRADES TO TOLERANCES OF 28 DAYS. REVIEW. AFTER TREATMENT, R MINUS 1-114" 32MM) AND PAVEMENTS AND AREAS PLYWOOD TO 19 AND 15% M01 TURF CONTENT, PLUS 0 ( II. SLUMP LIMIT. 4 (100MM) AT POINT OF PLACEMENT. WITHIN BUILDING LINES TO PLUS OR MINUS 1/2 (13MM). RESPECTIVELY. TREAT INDICA ED ITEMS AND THE AX AT POINT OF FOLLOWING - 9. PLACE SUB BASE III. WATER CEMENT RATIO: 0.45 M PAVEMENTS AND WALKWAYS, DER 9. UN COURSE MATERIAL ON PREPARED SUB GRADES AND COMPACT PLACEMENT. 1. WOOD MEMBERS IN CONNECTION WITH AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, FOR ROOFING, FLASHING, VAPOR BARRIERS AND OSS -SECTION AND THICKNESSES. IV. AIR CONTENT. 5.5 TO 7.0 PERCENTWATER PROOFING. CR CONCRETE EXPOSED TO FREEZING AND THAWING, 2 10. UNDER SLABS -ON -GRADE, PLACE DRAINAGE FILL ON TO 4 PERCENT ELSEWHERE 11. CONCEALED MEMBERS] IN CONTACT WITH PREPARED SUB GRADE AND COMPACT TO REQUIRE CROSS- MASONRY OR CONCRETE.I THICKNESS.. 15. REFER TO STRUCTURAL ENGINEERING PLANS AND SECTION AND SPECIFICATIONS, SPECT III. WOOD FRAMING MEM IERS LESS THAN 18 11. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB INCHES (460MM) ABOVE GRADE. GRADE AND EACH FILL O'PBACK FILL LAYER AND VERIFY EMENTS. IV, WOOD FLOOR PLATES INSTALLED OVER COMPLIANCE WITH REQU R CONCRETE SLABS DIREC fLY IN CONTACT WITH 12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE EARTH. MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. 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 CAPACITIES ACCORDING TO ASTM D 5055. 5. REFER TO STRUCTURAL ENGINEERING PLANS AND SPECIFICATIONS. E. PANEL PRODUCTS: 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2, PROVIDE PLYWOOD COMPLYING WITH DOC PS1, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. II. PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT SPACING INDICATED. Ill, 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, 518" (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. S1 S WITH BACK SIDE SANDED. 5. FIBERBOARD SHEATHING: ANSI/AHA A194.1, TYPE IV, CLASS 1, 1 1 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. POLYISOCYANU 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. 1. 8D RING SHANK NAILS AT 6" TYPICAL. 11. AT GABLE ENDS, USE 8D RING SHANK NAILS AT 4" O.C. TYPICAL FOR FIRST THREE TRUSSES. 4. NAILING AT WINDOWS: WIDTH 6-3" 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 PS1, 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. L 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 SOFTWOOD 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 2301 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. 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).... MARK MAS AR C H ITEC � FORWARD DESIGN. UNPARALLELED EXECUTIc 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 roll OENERAL & I"% NOTF0 Project Number #### Date OCT. 15TH, 201 Drawn By AUthc Checked By C h eckE A 101 scar e 12" = 1 '-i 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 Al 35.4 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 >CRIBING AND TRIMMING. 1. 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 TO 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 118" IN 96" (3MM IN 2400MM) FOR LEVEL AND PLUMB, 3. SCRIBE AN CUT WOODWORK OF FIT ADJOINING WORK, SEAL CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. 4. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE, STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. MASONRY. GENERAL: A. SECTION_ REQUIREMENTS: 1. MINIMUM COMPRESSIVE STRENGTH OF BLOCK SHALL BE 2000 PSI (NET AREA). 2. MINIMUM PRISM STRENGTH (F'M) SHALL BE 1500 PSI, U.N.O. 3. MORTAR FOR MASONRY SHALL BE TYPE "S" OR ►MIS 4. GROUT FOR BLOCK CELL FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. GENERAL DESIGN CRITERIA: 1. DESIGN WIND SPEED = 140 MPH, IMPORTANCE FACTOR=1.05 2. SECOND FLOOR LIVE LOAD= 40 PSF. ROOF LIVE LOAD = 20 PSF. 4. SOIL BEARING CAPACITY ASSUMED TO BE A MINIMUM OF 2500 PSF FOR DUVAL COUNTY. 5. USE DURO-ROCK BRAND CORROSION MOISTURE RESISTANT CEMEMTITIOUS 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. UPC #081-099-003974. 7. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LINES BEFORE CASTING FOUNDATIONS OR CAST PROTECTION AROUND LINES AS REQUIRED. 8. CONTRACTOR TO HAVE SURVEYORS TO SCOUT LINES FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SET BACKS & GOVERNMENT UTILITY EASEMENTS. 9. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTACT. PROJECT GENERAL NOTES: 1. THE GENERAL CONTRACTOR (G �') SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIE D PRIOR TO THE BID & EXECUTION OF ANY WORK. THE GC SHALL CAREFULLY SURVEY THE EXISTIN JOB CONDITIONS TO VERIFY THEM. 2. THE GC SHALL VERIFY ALL DIM INSIONS IN THE FIELD. DIMENSIONS TAKE PRIORI Y OVER SCALE, DIRECTION TO ALIGN TAKES PRIO ITY OVER DIMENSIONING, DIMENSIONING S TALE AND ALIGNMENT, BUILDING SET BACKS! AND HEIGHT LIMITS. 3. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING COND TIONS SHALL BE REPORTED TO THE ARCHITECT P �IOR TO THE GC'S EXECUTION OF ANY WORK. 4. REFER TO THE STRUCTURAL D IAWINGS FOR ALL STRUCTURAL SIZES AND INFORM (TION. ALL DIMENSIONS SHOWN IN THE ARC IITECTURAL DRAWINGS ARE FOR LOCATION P RPOSES ONLY. 5. ALL WORK SHALL CONFORM TO THE IBC CODE, COUNTY PLANNING AGENCY, IN A DITION TO ALL CODES, (FEDERAL, STATE AND LO AL REGULATIONS). 6. THE BUILDING SHALL COMPLY ITH ALL CURRENT ENERGY REQUIREMENTS AND CA jCULATIONS. 7. THE GC SHALL ENSURE THAT E ISTING WORK ON THE SITE IS PROTECTED AT ALL TI ES, AND SHALL REPLACE DAMAGED WORK TO TH SATISFACTION OF THE OWNER. 8. THE GC SHALL BE RESPONSIBL FOR THE DESIGN, CONSTRUCTION AND COORDINATI N OF ALL MECHANICAL, ELECTRICAL, PLUM ING AND FIRE PROTECTION WORK. THIS INCLUDjES ANY DRAWINGS, SHOP DRAWINGS, DETAILS CALCULATIONS ETC. THAT MAY BE REQUIRED TO PROPERLY XECUTE THIS WORK. 9. THE GC SHALL NOT MAKE ANYESIGN DECISIONS WITHOUT FIRST CONSULTING MA IK MACCO, AIA. 10, NOTIFY THE ARCHITECT PRIO TO PLACEMENT OF ALL VENTS AND DIFFUSERS TO EN URE PROPER PLACEMENT. 1. LOCATION OF LIGHTING D VICES, MECHANICAL EQUIPMENT, PLU BING FIXTURES, AND FIRE PROTECTION DEVICES (SHOW ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION REFERENCE ONLY. II. LOCATIONS, QUANTITIES ND CODE COMPLIANCE OF ALL ELECT TICAL, MECHANICAL, PLUMBING AND FIRE PROTE TION DEVICES ARE THE SOLE RESPONSIBILITY F THE GC. III. ANY RELOCATION'S, ADDITIONS OR INDICATIONS TO BE MADE INITHE MECHANICAL, ELECTRICAL, PLUMBING AN I FIRE PROTECTION SYSTEMS AS REQUIRED BY jHE BUILDING INSPECTOR OF REGULATOR AGENCIES, OR VISIBLE EXISTING CONDITIO S SHALL BE PERFORMED BY THE GC AT VO ADDITIONAL EXPENSE TO THE OWNER. ILL EXISTING ABANDONED ELECTRICAL, M �CHANICAL SYSTEMS ARE TO BE REMO IED FROM THE JOB SITE. 11. THE ARCHITECT IS NOT RESPO' SIBLE FOR THE COORDINATION, COMPLETENESS, OCATIONS, OR CONTENT OF ANY CONSULTANTS )R CONTRACTORS. 12. ALL INTERIOR, NON LOAD BEA IING PARTITIONS SHALL BE COMPRISED OF 2X4, 2X6 WOOD OR METAL STUDS @ 16" O.C. OR AS SHOWN. 13. PAINT: ALL PAINTED SURFACE TO RECEIVE LEVEL FIVE PAINT FINISH. OR PRIMER AN TWO COATS. 14. ACCESSORY BACK UP PLATESINSTALL BACKUP PLATE GASKETS BEHIND ALL IN -W ILL -MOUNTED ACCESSORIES AS REQUIRED. 15, WEATHER STRIPPING SHALL B E PROVIDED AT ALL DOORS AND WINDOWS THAT SEP IRATE HEATED SPACE FROM UNHEATED SPACE, R THE BUILDING EXTERIOR. (INC. GARAGE DOORS SND AT FURNACE CLOSETS.) INFILTRATION SHALL N T EXCEED .5 CU. FT./MIN./SQ.FT. WITH A PRESSURE (DIFFERENCE OF 1.567 PSI (WIND LOAD OF 25 MPH). 16. ALL EXTERIOR BUILDING JOINT ' 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 I PHOTOGRAPHS, VIDEOS, IMAGES ETC. OF THE PROJECT. I UP TO THE BUILD COMPLETION DATE. PROMOTE AND i 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 I ARCHITECT. THIS INCLUDES ALL OF THE INTERIOR AS WELL AS THE EXTERIOR OF THE PROJECT. J 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 BILLS PAID BY CONTRACTOR. 33. DOOR TO BE CUT TO FIT CARPET AND TILE. 34. IF NECESSARY 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. I, CONTRACTOR INITIAL. 36. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB r - - - - 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 DEPARTMENT 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 MAC ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTIC 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 GENERAL NOTES Project Number ####3 DateQCT. 15TH, 201 Drawr, By AUthO Checked By Checke A 102 Scale 12" = 1'-C STEPS 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 AT A 45 DEGREE 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. (SEE DIAGRAM) 2. APPLY SILL PAN FLASHING ACORDING TO MANUFACTURER'S SPECIFICATIONS. SILL PAN FLASHING SHOULD EXTEND UP THE THE BASE OF THE JAMBS PARTIALY TO CREATE A CONTINUOUS WATER BARTER. 3. APPLY CONTINUOUS BEAD OF SEALANT AROUND ONLY THE HEAD AND JAMBS OF WINDOW MOUNTING FLANGE. (C SURFACE( 4. IMMEDIA USING PAN FACILITATE 5. APPLY Ji TO MANUF, JAMB FLAL FLASHING HEAD. 7. APPLY F TO MANUF FLASHING BEYOND J, 8. REMOVE TAPE, ALL FLAT OVEI APPLY NE' OVER DIAi DIAGRAM AFTER INS SEAL ALL MECHANI( FRAMES] SEAM JUS 5. JAMB F EXTEND J OVERLAP JAMB FLA ABOVE R( APPLY TA TEMPOR/ PLACE U 1 J f 4 1 WINDOW INSTALLATION (METHOD A-1) A.) WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. B.) FLASHING APPLIED BEHIND THE MOUNTING FLANGE ON THE SILL C.) FLASHING APPLIED OVER THE THE FACE OF THE MOUNTING FLANGE ON THE JAMBS AND HEAD. "-�rr—il L k FLASHING SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. SECTION A SECURE WRB @ HEAD l� CON TIN OUS 3/8" NOM. DIA. F SEALANT TO THE DE (INTE IIOR) OF THE ING FLAN E AROUND OBS AND I iEAD ONLY. BEAD IN LLNE WITH E -PUNCH ED HOLES ,TS i 7. HEAD rLASHING APPLY F IASHING OVER MOUNTING FLANGE. EXTEND HEAD FLASHING BEYOND ACH JAMB FLASHING. FASTEN IN PLACEI 1 WEATHER RESISTANT BARRIER (WRBi AT A 45 DEGREE 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. FLASHING DETAILS :RIOR VIEWi _/ LEFT COR SER OF WINDOW Ll 1 1 I / IMPORTANT: USE THE FLASHING METHOD SHOWN ON THIS SHEET. CONSULT ARCHITECT IF DEVIATING FROM THE METHOD SHOWN. ALL PENETRATION TO BE FLASHED IN ACCORDANCE WITH FBC 1405.4/ R703.4 NOTE: PROVIDE RIGID PAN FLASHING WITH SEALED CORNERS AT ALL DOOR SILLS. THIS IS IN ADDITION TO ALL PENETRATION FLASHING SHOWN ON THIS PAGE AND REQUIRED BY FBC 1405.41 R703.4. NOTE: APPLY "DuPont StraightFlash VF" (OR EQUAL) AT HEAD, SILL, & JAMBS OF ALL WINDOWS AND DOORS WITHOUT A NAILING FLANGE TO CREATE PROTECTION NORMALLY PROVIDED BY NAILING FLANGE. THIS IS IN ADDITION TO ALL PENETRATION FLASHING SHOWN ON THIS PAGE. 1/2" SHEATHING EXTERIOR FINISH EXT 5 1/2" ACTUAL WOOD STUD GWB 1 NT ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE DIMENSION LEGEND 1 1 /2" = 114" SYMBOL LEGEND PLAN OR SITE TITLE SCAL -- REFERENCE DRAWING OR DETAIL TITLE SCAL ,A-102 SHEETS WHERE REFERENCE IS CUT BUILDING ELEVATION A A-201 ELEVATION LETTER ELEVATIONS DRAWN ON THIS SHEET BUILDING AND WALL SECTION A A-301 SECTION LETTER SECTION DRAWN ON THIS SHEET D INTERIOR ELEVATION C A-401 A ELEVATION LETTER ELEVATIONS DRAWN ON THIS SHEET B DETAIL 1 DETAIL NUMBER A-501 DETAIL DRAWN ON THIS SHEET 1 DETAIL NUMBER � A-501 DETAIL DRAWN ON THIS SHEET ROOM ROOM NAME AND 101 NUMBER 1t DOOR NUMBER 101 BORROWED LITE O REFERENCE O HAZARDOUS MATERIAL OWINDOW MARKER FA] PARTITION TYPE ALUM REVISION HOR SEE SHEET A- � EXPANSION A A-401 CASEWORK (14'-0") REFERENCE HEIGHT ROOM ROOM NAME, NUMBER AND 101 FINISH REFERENCE -SEE F B W C SHEET A -XXX FOR F-11 NEW WORK O DEMOLITION WORK O HAZARDOUS MATERIAL ACT ACCESSORY OTOILET NOTE ALUM REVISION HOR CONTROL OR � EXPANSION MATERIAL LEGEND E= BATT INSULATION BRICK CONCRETE CONCRETE MASONRY CONTINUOUS BLOCKING EARTH ABBREVIATIONS F7771 FINISHED WOOD GRAVEL = GYPSUM BOARD PLYWOOD .iiii........... iiii■ii■■iiii INSULATIONRIGI STEEL 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 PNT 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 FRT FIRE RETARDENT TREATED NOTED FEC FIRE EXTINGUISHER VERT VERTICAL CABINET VCT VINYL COMPOSITION TILE GA GAUGE W WIDTH MARK MAC*... ARCHITECT: FORWARD DESIGN. UNPARALLELED EXECUTIOf 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.Maccokchitects.com MARK MACCO.. AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 Description FLASHING DETAILS Project Number #�j Date OCT. 15TH, 201E Drawn By Author Checked By CheCkg! A 103 Scale As indicate 10 MARK MACS. ARCHITECT.' FORWARD DESIGN. UNPARALLELED EXECUTIO� LAK CEOLA AVENUE 2 1 2 ONVILLE BEACH, FL 32250 2 � A 402 A 401 Y40 A 400 MaccoArchitects.com — . 249 -ARCH (2724) om .MaccoArchitects.c CV — r 70'-11 I1 U-)21'-5 1/2 " 5'-4 1 /2" 12'-1 1 /2" -- 11 00 r 0 ° ° r ° ° r 41-611 ' 10'-8" `' aiL � � I � I o � I r- I { I ° CrL CV r 00 N : D ' r - r �- r N ° C/L r d- 00 �e 191-811 14'-6 1/2" 0" r 6•• 4'-011 6'-11" 11 11" 23'-0" I N RECESS SLAB 3/411 AT GARAGE DOOR OPENING. co REFER TO OVERHEAD C) DOOR DIMENSIONS coI I SLOPE GARAGE GE SLAB 1% (1r811:12") 1 -1 -8 11 AL 0" 43'-8" co 00 10'-0 1/2" 10'-7 1/2" 0 N 16'-5" RECESS SLAB 4" c/L FOR SHOWER N CV 3'-10 1/2,, ciL 4'-4" c/t T 4'-011 cfl LO CV rt - N c.0 CE'\�,- 51-1111 01 CY 3'-6" cfi ° RECESS SLAB 4" FOR SHOWER 6'-3" 10 0" ( M N 0 0 1 A 402 1 A 400 A 403 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SLAB PLAN Project Number #� Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A 200 Scale 1 /4" = V-0 2 1 2 2 A 402 A 400 i A 401 A 401 90 -0 2'-101/2" _-- ___ -- -- -- -- -- — — -- _— —770-11 — — — — — — — — -- — -r--- — 3,_2„ 11'_6" CIL CIL 31_611 CIL 11'-11" CIL 12'-311 CIL 11 11 I 1'-511 41_611 CIL 31-6#1 3'-p11 331-0"3'-0"31_pll 3-p" I 11 3 -0 A <D> AAAA HBLS AI— — -- ----- -- o o - 10 �� A I --I- - - - - ay�t-�- r' --0ANTRY- C C c� 2 x 8 FRAMING , - N b - I _ AT STAIRWELL -t- „ 006 2'-1111 `t 14 -7 41 —411 4'-5" 8'-9" 12'-7" C C? CIL I 41_011 r..� �� .... —�... LO E N - BUILT-IN CEILING SPEAKERS 005 _ <'B> _ LIVING ROOM ONLY 1 1 ________________r- _ i BED 2 o N i I C C 168 SF C N CIL d. 0 _ I STOR�G� ;; �; KITCHEN 1 I �� 1 11 F 1 006 UNDERfiA�,R j, „ , 2 80 S II I «, i j ' N A 402 'C } I I 006 ' 21-011 SEE SHEET A 403 1 1 ' 1 - - - - - - 11 FOR ENTERTAINMENT WALL N ROM I MNG 0 7 0 L 014 =—-- 'T _ E _ 6 �, I 586 S F I 1 C � C A 3 I 003 m BED 1 _ --- - 404 1 1 SLATTED CREE - - 010 _ _ _ - - 1 1 C 171 S F 0 WOOD Dz p BUILT-IN CEILING SPEAKERS 1 J CO L CIL I - - - LIVING ROOM ONLY I uu I 003 N --- I Q 1 ----- --- 0 0 1 i I 7 _7 4'-0" HEIGHT PAR ITION B DR. RM I w 1 EI ING B PW I tTT= C C 1 � 1 003 ATH `_r' W/ GLASS TO 1 COAT J & B CLOS, F F 002 I 1 48 S F M C -1 C/L A 400 B I 002 I _ 11 N N -. 004 � 011 ICEMAKER r - N HOOKUP _ _ 2=fl -- - -Q- _- _ _ _.._ / 002 D _ A n c cv AN G N LOWER ; T� , _. !� _- 11 - - - 11 - -- �1--- - -'1 -- _ _ _ 1 Il ►1 — co G , S t - -- - -5 _ - --- ---_� - - -A=S --- 5 1 -- - -- 4-- - - - A _� 3 -0 t.- CAB L _, _ _.__ - - -- - -_ _ - -- -- _ 1t----- --- --- -- _ _ -- -- --0- ------ -a 1 01 cv w BRKFST. NOOK -- - - - - 9 -41� FOYER �, _ _ _ _ __ -- .._ __. - _ . _ __ _. CSI. CIL 17\7- CIL 00 H LAUNDRY f 62 SF DOG DOOR TDOOR 161-511 CIL in 65 SIF 67 S F 4�'� -- --- - - --- W BELOW WINDOW II N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HB� 19 1-911 r ------------------ i HB c c c � SETBACK LINE BF] 21-011 Z-011 21-011 Al 91_011 2._6.. 21_611 1 F � COMMUNITY DEVELOPMENT �,L C,L CIL ' APPROVED � 23'-0" 61-8" � PROPERTY LINE � FIRST FLOOR i A 300 1/4" 0 2' 4' 8' NORTH SCALE: 1/4" = 1'-0" DMARK 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 �( K W . MACCOQ Co /� MAR 7 tn 4 0 AR9600 -01D MARK MACCO.. AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 11/14/18 ASPLUNDH RESIDENCE FIRST FLOOR PLAN Project Number Date NOV. 14TH, 2018 Drawn By Author Checked By Checker Scale 1/411. 1'-0" 2 1 2 2 A 402 A 400 A401 A401 901.011 -- _ -- -- 2-101/2 - ___—------------ -- -- - _ 701-1111 -- — 3 -2 V - - CIL 31.011 cIL 31.611 cIL 11'-11 „ CIL 121.3„ CIL 11 l_ „ 41.611 CIL 11-511 , I, 1 I, 3,_0,1 31_011 3_011 3 -p 3 0 31.011 A A I A A A HB A I---- -- ----- CD -� -""" - 2,1 X 8„ FRAMING q - Q- - o-CiTRY C C 1 N, AT STAIRWELL -1 1 11 , ,1 1-911 005 2'-111, �t 141-711 41'-411 41-61 8121-711C CIL I1 41-011 E N - Un BUILT-IN CEILING SPEAKERS B LIVING ROOM ONLY I I ------------------ C BED C o N CIL 1 - o N O I I C ; 168 SF N _ { - N � r cfl - 1 N STOR�G u KITCHEN I 1° 280 SF ( I C 006 0o C �' CIL UNDER, $TI AM,R i, „ � A 402 N -0 I I 006 SEE SHEET A 403 20 I i - - _ - - 11 FOR ENTERTAINMENT WALL N =_= 7 =__ '� _-__-- „ , „ = 0 LIVING ROOM ( I C - r` _ 1 C ,q N c� 4 -0 4 -0 586 SF _ N ____-_= 014 =8'�L= � E I C - 6 - I cn 0 3 I 001 r- 0° --- --- d ------- � I BED 1 _ �- ------ A 404 I i z = sLATTE _-- _-- 010 =____ I I 171 SF w 0 _ C - o WOOD CREE a z BUILT-IN CEILING SPEAKERS ( co L 1 ClL LIVING ROOM ONLY ( I 041 N - - - --�— -�I o I 1 7'-7'1 CL I IF 4'-0" HEIGHT PAR (TION B PWDR. RM _ B C C C I I 001 U', W/ GLASS TO CEI IN 1 COAT ( u- I J & J BATH � o CLOS. F 002 I 148 SFA 400 _ B � F 002 F �► C 1-1 CIL N co 004 ""— ICEMAKER = _ 1 011 N HOOKUP 1_0.1 61 011 - 2 2 0 6 Q d2 �A ...rte 1 ; 1 ,1 . �..- . M r .. � I .. ... J.. a ... LOWER G i 1 1, __ ,, _ ,_ „ _. 4 6 _� 31 pl, LO N N ALIGN 5 ,11 11011 -CIL _ 1 G 5 -5 4 -5 4 5 I - - CABS { 10 if _ _ _.... I CIL /�- _ - i CIL p _. /L c 2, N _ � ( NOOK , C i_ I - 008 N w BRKFST. -CAL- --- - _ „ D � M � 1 f � i 6 CIL 1 4 FOYER _. ;_�. � � _ ; � � E � i�- I � `i--,_ it I - 00 LAUNDRY 62 SF o 4 E c� , DOG DOOR' i .1 _._ ' .... _ 16 5 c/L � 65 SF a , -6 7 S _ DOW _ 6 _ BELOW -WINDOW � � OUTD+aOR A 03 _ SHOWER_ 11_0 1 0 (� C –- r g_1 , 8 71/2 A - --1 pl O a -i f21, 1 p'- 1/2" __ 12 STEPPING ----- ONE PAVERS = _ 1_ 1, I _ . _ _ �._t-_. _ r - .r__ ._- - - f- /L 3 31/2 -- ST N 1 2 -; c I ` _ CIL I - — - - -- - t _ _ _ 1 _ _ _ __. _ _ _ _ - CLOSET p -5 i CABANA BAT , 1 t... o I _ _ n n _..__.- -r 71 - �- ,, ___-- ____ � _ I I . �I 85 S F V I CO 40 _ _ q y _...- ___.._.,_ ...... PAS/ R �i ATI1 } : 7 �_. __.._. _ 4.+._ _ , 00 `V w : i O F t i 4. _ST— m _– - Fi -- — _ - 001 00 ------- - - - - -- HVAC�,," ---------- ------------ 191_9„ -------------__--__--- ---- HB SETBACK LINE .00 I B � 21-011 21-011 21-011 A I 9'-011 2-611 21_611 I C/L CIL CIL 231.011 _ 61-811 l PROPERTY LINE � FIRST FLOOR A 300 1/411 = 11_011 0 2' 4' 8' NORTH SCALE: 1/411 = 1'-0" ! Ii COMMUNITY DEVELOPMENT JDENIED 000 MARK MACCu ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchltects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date FIRST FLOOR PLAN Project Number ## Date OCT. 15TH, 2018 Drawn By Author Checked By Checker 41 � 201 :ale 1/411 = 1'_011 MARK MACCO 2 ARCHITECTS 2 /2V A 4 A 400 A 401 A 401 FORWARD DESIGN. UNPARALLELED EXECUTION. 31-011 472 OSCEOLA AVENUE .JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE SECOND FLOOR PLAN Project Number m 11 lilt Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A 202 FScale 1/411 = 1'-0" NOTE: 1'712" SLOPE AT STAIR TOWER. ALL OTHER STANDING SEAM ROOF PORTIONS TO BL 3"/12". /2 2 I A 402 A 401 C%4 77 , I 311/1211 (1'-0" STANDING SEAM MTL ROOF, TYP.) - NORTH 0 21 41 81 SCALE: 11411 11-001 - 1 ROOF A 300 1/411 1-011 O COMMUNITY DEVELOPMENT APPROVED 1 � AY" MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F F� MARK W. MACCO 7 0 CI C�t' �n K I kED R96004 `� �,1,�-C Com/' �r s�c� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date -REVISION 1 -11/14/18 ASPLUNDH RESIDENCE ROOF PLAN Project Number ##### DateA -NOV. 14TH, 2018 Drawn By Author Checked By Checker A 203 11 , 11-011 Scale 1/4 � I N 0 co T_ 0 N 2 A 401 2 A 402 A;&) NORTH I 9300ROOF 1/411 = 1'-0" 0 2' 4' $' SCALE: 1/4" = l'-0" Ii COMMUNITY DEVELOPMENT DENIED 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 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE ROOF PLAN Project Number Date OCT. 15TH, 2018 Drawn By AUth01' Checked By Checker A 203 scale 1/4" 1'-0" IN 0 00 Tl0 N LO 0 T- i i i i coi I co _ u i A;&) NORTH I 9300ROOF 1/411 = 1'-0" 0 2' 4' $' SCALE: 1/4" = l'-0" Ii COMMUNITY DEVELOPMENT DENIED 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 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE ROOF PLAN Project Number Date OCT. 15TH, 2018 Drawn By AUth01' Checked By Checker A 203 scale 1/4" 1'-0" IN 0 00 Tl0 N LO 0 T- Grand total-. 35 NOTE: ALL GLASS PANELS IN DOORS TO BE TEMPERED OR LAMINATED SAFETY GLASS Mark Quantity Manufacturer DOOR SCHEDULE meets A 17 PELLA OR EQUAL 36" x 48" CASEMENT WINDOW B 8 Descri tion. p Finish Width I Height Sill Height MarkQuantity 5 Manufacturer. D 3 PELLA OR EQUAL E F 001 5 PELLA OR EQUAL 2'-6" x 8'-0" INTERIOR SOLID CORE DOOR PELLA OR EQUAL 2'-611 6'-p„ 8"-011 8,_p„ p„ p„ 002 4 PELLA OR EQUAL 6'-0'" x 8'-0" EXTERIOR SLIDING GLASS DOORS 3'-0" 21-811 8,_p„ p„ 003 1 PELLA 0 R EQUAL 2'-8" x 8'-0" INTERIOR SOLID CORE DOOR " 2'-0 2'-411 g' -p" 0" 000 3 PELLA OR EQUAL 2'-4" x 8'-0" INTERIOR SOLID CORE DOOR 2'-0" 31-011 8,_p„ p„ 005 3 PELLA OR EQUAL 3'-0" x 8'-0" INTERIOR SOLID CORE DOOR 1'-6" 51_011 8'-0" p„ 006 2 PELLA OR EQUAL 5'-0" x 8'-0" INTERIOR SOLID CORE DOORS 1'-6" 31_011 8"-0" p" 007 2 PELLA OR EQUAL 3'-0" x 8'-0" EXTERIOR SOLID CORE DOOR 4'-4" 31-®11 8'_p„ p„ FLAT STOCK PNTD. GYP PELLA OR EQUAL 3'-0" x 8'-0" EXTERIOR GLASS PANEL FRONT DOOR " 2'-0 IMPACT 0" 008 1 51-011 2'-8" 8'-0" INTERIOR SOLID CORE POCKET DOOR GYP SMOOTH 21-811 8,-p„ 009 3 PE LLA OR EQUAL PELLA OR EQUAL x 2'-8" x 7'-0" INTERIOR SOLID CORE DOOR PNTD. 21-811 71_011 p„ 010 1 1 PELLA OR EQUAL 3'-0" x 8'-0" INTERIOR SOLID CORE POCKET DOOR PNTD. GYP 3,_p„ 1- „ 8'-0" p„ p„ 011 012 1 PE LLA OR EQUAL 2'-6" x 8'-0" EXTERIOR SOLID CORE DOOR 2 8'-011 5,_p„ p„ 014 1 HARDWOOD 2'-4" x 5'-0" ACCESS DOOR x 1/2" 2,_4„ 12'-0►' g'-0" p„ 015 1 NANAWALL 12'-0" x 8'-0" NANAWALL SYSTEM PNTD. GYP PNTD. GYP 3,_p„ 8'-0" p„ 016 1 PELLA OR EQUAL 3'-0" x 8'-0" FIRE RATED SOLID CORE DOOR HARDWOOD 21-011 q 8'-0" p„ 017 3 HARDWOOD SHOWER DOORS x 1/2" FLAT STOCK 91_011 81_011 p., 2 9'-0" x 8'-0" GARAGE DOORS Grand total-. 35 NOTE: ALL GLASS PANELS IN DOORS TO BE TEMPERED OR LAMINATED SAFETY GLASS Mark Quantity Manufacturer Description meets A 17 PELLA OR EQUAL 36" x 48" CASEMENT WINDOW B 8 PELLA OR EQUAL 48" x 24" FIXED CORNER WINDOW C 10 PELLA OR EQUAL 24" x 24" CASEMENT WINDOW 36" x 60" CASEMENT WINDOW 24" x 48" CASEMENT WINDOW 24" x 72" CASEMENT WINDOW 5 PELLA OR EQUAL D 3 PELLA OR EQUAL E F 3 PELLA OR EQUAL G 2 PELLA OR EQUAL 18" x 72" CASEMENT WINDOW 18" x 24" FIXED WINDOW 2 PELLA OR EQUAL PELLA OR EQUAL PELLA OR EQUAL PELLA OR EQUAL H 58" x 72" FIXED WINDOW 24" x 60" CASEMENT WINDOW 78" x 60" FIXED WINDOW 1 L M 1 1 1 Grand total: 53 WINDOW SCHEDULE Hardware I Comments Height Width Impact Co meets FINISH SCHEDULE 4'-0" 3'-0" IMPACT CONTACT: LORENA HITCHCOCK, (PELLA TRADE SALES CONSULTANT. BASE FINISH WALL FINISH CEILING FINISH NUMBER CELL:904.451.0718. EMAIL:hitchco klt@pella.com 11 21-0 " 4'-0 IMPACT FIRST FLOOR PORCELAIN TILE PNTD. 6" x 1/2" 21_011 21_011 GYP SMOOTH IMPACT FOYER KITCHEN PORCELAIN TILE PNTD. 6" x 1/2" 5'-0" 3'-0" PNTD. IMPACT 102 103 LIVING RO OM PORCELAIN TILE PNTD. 6" 41_011 " 2'-0 PNTD. GYP IMPACT GYP SMOOTH 104 BRKFST. NOOK PORCELAIN TILE 6'-0" 2'-0" FLAT STOCK IMPACT PNTD. GYP SMOOTH 105 BED 1 6'-0" 1'-6" x 1/2" IMPACT PNTD. GYP PNTD. GYP SMOOTH 106 21_011 1'-6" PNTD. 6" IMPACT FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH _0" 51 4'-4" PORCELAIN TILE IMPACT x 1/2" FLAT STOCK PNTD. GYP PNTD. 51_011 " 2'-0 LAUNDRY IMPACT PNTD. 6" x 1/2" FLAT STOCK 51-011 61-611 GYP SMOOTH IMPACT PNTD. 6" NOTE: ALL WINDOWS IN WET AREAS (INCLUDING SHOWERS) TO RECEIVE A VINYL CLADDING OR COVERING ON INTERIOR TO PREVENT WATER INTRUSION. TYPICAL. REFER TO ELEVATIONS FOR OPERABLE WINDOWS. CEILING HEIGHT 11'-0" 11 1-011 1'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-0" 10'-0" 10'-0" 10'-0" WALL TYPES 1 1/211 = 1 1-011 NOTE: Where stucco (and mortar for stone veneer) is applied over wood -based sheathing, FBC R703.7.3 requires a water -resistive vaporpermeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. This code requirement is typically satisfied by adding one layer of #15 felt or using a paper- backed lath on top of the zip system sheathing. STUCCO CONTROL / EXPANSION JOINTS: ASTM C1063 REQUIRES THAT PANEL AREAS ARE NO LARGER THAN 144 SQUARE FET FOR VERTICAL APPLICATIONS (WALLS) OR 100 SQUARE FEET FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS. IN ADDITION, THE MAXIMUM SPACING OF CONTROL JOINTS SHOULD BE LESS THAN 18 FEET. THE ASPECT RATIO OF THE PANEL SHOULD ALSO BE HELD TO A MAXIMUM LENGTH TO WIDTH RATIO OF 2-112 TO 1, JOINTS 2 PIECE EXPANSION JOINTS ARE TO BE USED AT WALL EXPANSION OR WHEN TRANSITIONING FROM ONE STRUCTURAL MATERIAL TO ANOTHER SUCH AS CMU TO STUD FRAMING. BUT LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS PARTICULARLY ESSENTIAL TO AVOID EXCESSIVE STRESS ON THESE OTHERWISE CONTINUOUS WIRES. 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 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 FINISH SCHEDULE No. Description NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH NUMBER FIRST FLOOR PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 101 FOYER KITCHEN PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 102 103 LIVING RO OM PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 104 BRKFST. NOOK PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 105 BED 1 PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 106 BED 2 PORCELAIN TILE PNTD. 6" x 112" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 107 J & J BATH PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 108 LAUNDRY PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH PNTD. 6" x 1 /2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 109 GARAGE STUDIO PORCELAIN TILE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH 110 111 CABANA B ATH PORCELAIN TILE PNTD. 6" x 1/2'" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SECOND FLOOR HARDWOOD PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH PNTD. GYP PNTD. GYP PNTD. GYP SMOOTH PNTD. GYP SMOOTH 201 SITTING ROOM PNTD. 6" x 1l2" FLAT STOCK PNTD. 6" x 1/2" FLAT STOCK 202 MASTER B ED HARDWOOD 203 MASTER BATH— PORCELAIN TILE 204 MASTER CL OS. HARDWOOD PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH CEILING HEIGHT 11'-0" 11 1-011 1'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-0" 10'-0" 10'-0" 10'-0" WALL TYPES 1 1/211 = 1 1-011 NOTE: Where stucco (and mortar for stone veneer) is applied over wood -based sheathing, FBC R703.7.3 requires a water -resistive vaporpermeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. This code requirement is typically satisfied by adding one layer of #15 felt or using a paper- backed lath on top of the zip system sheathing. STUCCO CONTROL / EXPANSION JOINTS: ASTM C1063 REQUIRES THAT PANEL AREAS ARE NO LARGER THAN 144 SQUARE FET FOR VERTICAL APPLICATIONS (WALLS) OR 100 SQUARE FEET FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS. IN ADDITION, THE MAXIMUM SPACING OF CONTROL JOINTS SHOULD BE LESS THAN 18 FEET. THE ASPECT RATIO OF THE PANEL SHOULD ALSO BE HELD TO A MAXIMUM LENGTH TO WIDTH RATIO OF 2-112 TO 1, JOINTS 2 PIECE EXPANSION JOINTS ARE TO BE USED AT WALL EXPANSION OR WHEN TRANSITIONING FROM ONE STRUCTURAL MATERIAL TO ANOTHER SUCH AS CMU TO STUD FRAMING. BUT LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS PARTICULARLY ESSENTIAL TO AVOID EXCESSIVE STRESS ON THESE OTHERWISE CONTINUOUS WIRES. 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 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE SCHEDULES Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker 7 204 Scale 1 1/211 = 1'-0" 2Z_09 IV403 A 4,02 (A 400.. ,.or -.0 000' CRICKET to 10 2'-0" . ..................... 21-01" 21- FFF 611 PNTD. TRIM AT EAVES, TYP. < >rt - 002 --- N SMOOTH PNTD. < > STUCCO 11 _J < > 21-011 - All PN]Tn TRIM TYP 21 011 F� 3-11210 2'-011 1 LH CIL V-0" STANDING SEAM F MTL ROOF, TYP. LO T.O. STRUCTURE 29'-11" STRUCTURE ROOF BEARING 231-01 SECOND FLOOR 131-041 T.O. FIRST FLOOR — – —11 l -Off KRST _�TF OR GE SLAB -(GRAD -11-2lf ��MM�NITY ��0ENt 0 2 A 402 V-0" STANDING SEAM MTL ROOF, TYP. (SMOOTH PNTD. / D STUCCO) > 6" PNTD. TRIM AT EAVES, TYP. 2 A 401 <> Llt-1 11 J1 A (SMOOTH PNTD. STUCCO) ( 2 WEST A a2 0 1/411 = 1'-0" 0 21 41 8' SCALE: 1/4" = 1'-01' CRICKET 1-011 3f#1 \2. 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 01 yMARK W. MACCO 7 m�,� AR96004 `�v s�RE D MARK MACCO, AIA NCARB FLORIDA REGISTRATION: 0 AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 11/14/18 IEI ------ ------- �I� -- - ----ASPLUNDH E[jB < > �� RESIDENCE < > SECOND FLOOR � ' 3 120 BT.O. FIRST FLOOR T- PNTD. "SHADOW BOX' 2 - 1-011 B 21-011 FEATURE N 04 FIRST FLOOR off GARAGE SLABGR�DE) (G RAJ� E ELEVATIONS Project Number ##### Date NOV. 14TH. 2018 Drawn By Author Checked By Checker _F3 0 47-As'— Sccle 1/4 6" PNTD. TRIM AT EAVES, TYP. SMOOTH PNTD. STUCCO 31-011 1 A 401 2 A 401 2 Ak-400 -12" EM T.O. STRUCTURE 29'_11" ROOF BEARINQ?� 1- 11 23 0 SECOND FLOOR 131-011 T.O. FIRST FLOOR 11'-011 FIRST FLOO I f GARAGE SLAB T.O. FOUNDATION STUCCO) I ==�ASLATTED WOOD (4"-DARKW SCREEN I A ri ktio%- 0 21 41 81 SCALE: 1/4" = 1'-011 T.O. STRUCTURE 291-1111 ROOF BEARING 231-011 SECOND FLOOR--& 131-011 C) -1 T.O. FIRST FLOOR ill-Ofl 00 FIRST FLOOR off GARAGE SLAB o T.O. FOUNDATION -21-811 COMMUNITY DEVELOPMENT DENIED' MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION.1 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com r MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. I Description I Date ASPLUNDH RESIDENCE ELEVATIONS Protect Number Date OCT. 15TH, 2018 Drawn By Author Checked By Checker 7� AfA 0 U U Nr 00 0N 1/419 = 1 1-011 - o '-, 11 cle �-- — i nl -1 O 1 1-011 21.011 12ar 6" PNTD. TRIM AT EAVES, TYP. O mis (SMOOTH PNTD. 9 STUCCO) Cid M 9200EAST 1f4" = 1'-0" 21-011 6" PNTD. TRIM _ AT EAVES, TYP. 2 NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" O C 21-011 01 00 2 A 411 02 q1[ F�A� IL V-0" STANDING SEAM MTL ROOF, TYP. 04 Cil S-T�L�_ CN 1 MTL. COPING AT ALL PARAPET CONDIT ONS, TYP. 1'-0" STANDINGS AM MTL ROOF, TYP. —� 21-011 21-011 i 0 A 0 1 A 400 21-011 1 A 402 _21.011 3'1 12 21-011 (SMOOTH PNTD. STUCCO) o C IOOD PRIVACY N o S REEN co LO (4�' DARK WOOD o L� P SIDING) to - o = 1 co 3"1 0 CV 0 N v MARK MAC.' C: A R H IT EC FORWARD DESIGN. UNPARALLELED EXE( T.O. STRUCTURE 29'-11 " 472 OSCEOLA AVENUE T- JACKSONVILLE BEACH, FL 32250 r 1 Ct) E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) ROOF BEARING www.Maccokchltects.c( — 231-011 0 0 r M SECOND FLOOR _ - 139 -Off 0 N T.O.FI OR RST FLO _ 11'-p" 0 r - N T- FIRST FLOOR – GARAGE SLABGRADE 1 1-211 T.O. STRUCTURE 29'-1111 _ ROOF BEARING 23'-p" –SECOND FLOOR _ 13'-p" T.O. FIRST FLOOR COMMUNITY DEVELOPMENT APPROVED OF F� ,a Co MARK W. MACCO�-y C AR96004 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Dc 1 REVISION 1 11/1 ELEVATION Project Number #; DateNOV. 14TH, ; Drawn By Ai Checked By ChE A 301 10011-k /.--k Scale 1/411 _ I�O L ,.III. �O ili I. - O L O C 21-011 01 00 2 A 411 02 q1[ F�A� IL V-0" STANDING SEAM MTL ROOF, TYP. 04 Cil S-T�L�_ CN 1 MTL. COPING AT ALL PARAPET CONDIT ONS, TYP. 1'-0" STANDINGS AM MTL ROOF, TYP. —� 21-011 21-011 i 0 A 0 1 A 400 21-011 1 A 402 _21.011 3'1 12 21-011 (SMOOTH PNTD. STUCCO) o C IOOD PRIVACY N o S REEN co LO (4�' DARK WOOD o L� P SIDING) to - o = 1 co 3"1 0 CV 0 N v MARK MAC.' C: A R H IT EC FORWARD DESIGN. UNPARALLELED EXE( T.O. STRUCTURE 29'-11 " 472 OSCEOLA AVENUE T- JACKSONVILLE BEACH, FL 32250 r 1 Ct) E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) ROOF BEARING www.Maccokchltects.c( — 231-011 0 0 r M SECOND FLOOR _ - 139 -Off 0 N T.O.FI OR RST FLO _ 11'-p" 0 r - N T- FIRST FLOOR – GARAGE SLABGRADE 1 1-211 T.O. STRUCTURE 29'-1111 _ ROOF BEARING 23'-p" –SECOND FLOOR _ 13'-p" T.O. FIRST FLOOR COMMUNITY DEVELOPMENT APPROVED OF F� ,a Co MARK W. MACCO�-y C AR96004 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Dc 1 REVISION 1 11/1 ELEVATION Project Number #; DateNOV. 14TH, ; Drawn By Ai Checked By ChE A 301 10011-k /.--k Scale 1/411 _ A A A MTL. COPING AT ALL FFzA,-� PARAPET CONDITIONS, TYP. _. _ _-_._.. N CO ch 1 d' 3"1 12 1 1 3 -01 7�>� ',A',, �7<A CD co 3'-0" 3'-0" 1-011 1-011 3 I,--- 'T- -1-1--.-I . ......... . . ...... 6" PNTD. TRIM AT EAVES, TYP. 3 MARK MAU"CO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. T.O. STRUCT_UR_E 29'-11" 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 1 CU E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) ROOF BEARING www.MaccoArchitects-com — — 231_011 0 CV co SECOND FLOOR 13'-0" T.O. FIRST FLOOR 11'-0" 0 21 4' 8' SCALE: 1/411 = 1'-011 v A 402 21.011 _ �. _ _._.._. ____.. 21-011 _ -- 31_011 3'-0" 9 O O 6" PNTD, TRIM WQflQPRI ��C- — N N AT EAVES, TYP. — o SCREELO N CD OL — - - _ (SMOOTH P - -- _— _- (4" DRRK W 4D ---- -- � � STUCCO) _ io 3'-0" 0 0 T.O. STRUCTURE — —29,-111► _ ROOF BEARING 23'-011 _SECOND FLOO 131-011 T.O. FIRST _ 0" FIRST FLOOR o" GARAGE SLAB -11-811 1 1_811 T.O. FOUNDATION _21-811 COMMUNITY DNELOP, ENT DENIED/�i L MARK MAcc 01 AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE ELEVATIONS Project Number Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A 301 Scale 1/4 2 A402 A 401 A 401 e1-011 A 400 CRICKET -7, "-7 Y\ ♦ 777� I I�� it � ° ° a(0�O ; 1 (D nAJ< <&> I� (OPEN) T.O. STRUCTURE 291-1111 _ ROOF BEARING 231-011 i�- 1 co SECOND FLOOR 13'_011 0 - 3 \ \ T.O. FIRST FLOOR Y \ ♦ ^y ' O 1 FIREPLACE 0 y�^ 110 J&485FBATH D J I I I � I F F I F I - I OJ�LIVING ROQM� 02�IJ �I I I. SII 0 FOYER 011 21.011 12' X011 1 11 1 A 402 A 1400 A 403 311 : ^ \ -- � 14-0 11 -------------- 1 0 1 CIL c pO2) _ T.O. STRUCTURE — — — — 291.111, r _1 _ ROOF BEARING 231_011 C) 1 0 2 �CVlIV1 i L A 200 1/411 = 1 1.011 0 21 4 81 SCALE: 1/4" = 1'-011 ]I EMARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArch*ltects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. I Description Date ASPLUNDH RESIDENCE SECTIONS Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker q 'IT LO N 00 Ir0 N LO 0 r Y10 1 A 402 A 40 A 40 3 3ff 112" C) C'T ( 1 A Section 3 40 A 9200 1/411 = 1'-0" 1 )6h, A4027 — — — — — — 11 1 .mor, -% I I I 1 9 1 1 1 1 1 11 . 1 11 qw-%j I I I (##*"�2 Section 4 A 200 J/ 11-011 a SECOND FLOOR 13'-0" T.O. FIRST FLOOR 11'-0" FIRST FLOOR Oil -GARAGE SLAB -11-811 T.O. FOUNDATION -21-811 T.O. STRUCTURE 291-1 ill ROOF BEARING 23 1-011 SECOND FLOOR 131-011 T.O. FIRST FLOOR 11'-011 FIRST FLOOR oil GARAGE SLAB T.O. FOUNDATION -21-811 1 MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.Maccokchitects-com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: It AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE SECTIONS Project Number # # Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A Adi 0 1 Scale 1/411 - 2 a_ 't LO ry co IT -- 0 N LO 0 Ir- 2 A 400 B B B B B B B 14 B 13 12 .\ '; 11 / \ " 10 LIVING ROO A A A A 401 A 401 PWDR. STORAGE a KITCHEN 280 SF 586 S F \BED 2 \ \ D 168 SIF Z��L 1\ 3"f ,2rr - IF %1_on r T.O. STRUCTURE � 29'-1111 flo ROOF BEARING 23'-0" O O co SECOND FLOOR L 13'-0-011 N T.O. FIRST FLOOR 2 CD 0 D ti 0 - N - S-0" I A 200 1/411 = 1'-011 T.O. STRUCTURE 29'-11" ROOF BEARING 231_011 _SECOND FLOOR 13'-011 T.O. FIRST FLOOR _ —FIRST FLOOR 011 GARAGE SLAB _1 _g T.O. FOUNDATION n _21_811 — FIRST FLOOR 011 GARAGE SLAB 11_Q11 T.O. FOUNDATION _2'_8„ MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchifects.com P H : 904.249 -ARCH ( 2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. I Description I Date ASPLUNDH RESIDENCE SECTIONS Project Number ##### Date OCT. 15TH, 2018 Drawn By AUtil01" Checked By Checker !X -O o STUDIO HVAC CLOSET 001 �' 006 005 ' 401 SF d .q I t i r , i --+��._ , ': ',. j ..ems. �_......... _ ,�.�n• .... . �F ,, ',, , , ..: I _... i . l F, 71'. 2 ■ Section A 200 1/411 = 1'-011 T.O. STRUCTURE 29'-11" ROOF BEARING 231_011 _SECOND FLOOR 13'-011 T.O. FIRST FLOOR _ —FIRST FLOOR 011 GARAGE SLAB _1 _g T.O. FOUNDATION n _21_811 — FIRST FLOOR 011 GARAGE SLAB 11_Q11 T.O. FOUNDATION _2'_8„ MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchifects.com P H : 904.249 -ARCH ( 2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. I Description I Date ASPLUNDH RESIDENCE SECTIONS Project Number ##### Date OCT. 15TH, 2018 Drawn By AUtil01" Checked By Checker 3'f / 120' 3frl 1211 1-011 OPENING W1 WOOD SCREEN ON OUTSIDE F (0 < 002 00 4� W/ 1 0" SCREEN _ � QD CY) 2-8 1/2" 7 11 rrA er < N T.O. STRUCTURE 29'-1111 ROOF BEARING 2�3-011 SECOND FLOOR 5o 131-011 T.O. FIRST FLOOR 11'_0„ FIRST FLOOR —off GARAGE SLAB �T- O�.F O�U N �DA T��IOP �N -21-811 MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB REGISTRATION:FLORIDA 3T TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE SECTIONS Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A 403 Scale 1/4 if = 1'-0" WOOD TO PROTRJJDE 2" PAST PARTITION WALL TO WRAP AROUND CORNER FINISHED WOOD PANELS W/ HIDDEN STORAGE ON BOTTOM ROW WOOD TO PROTRUDE 2" PAST PARTITION WALL TO WRAP AROUND CORNER 3/4" = 1'-0" FIRST FLOOR - ENTMNT CNTR 3/4" = 1'-0" FIREPLACE (P )RCELAIN TILE) 6•_ I I I L— — — — — — — --- *" NOTE: SIMILAR DETAIL TO BE USED AT LIGHT SHELF OVER BREAKFAST NOOK t'2'N� Section 5 - SOFFIT DETAIL I 0 LED STRIP LIGHT HARDWIRED INTO SOFFIT PNTD. 1/2" DRYWALL ALL EXPOSED SURFACE, TYP, ALL SOFFIT CONDITION WOOD STUD FRAMING, BLOCKING AS REQUIRED MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com P H : 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. I Description Date ASPLUNDH RESIDENCE SECTION DETAILS Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A 404 scC!e As indicated 3 � I 405 PNTD. SMOOTH GYP CEILING, TYP. PNTD./STAINED 4" TRIM, MITERED AT CORNERS, TYP. INTERIOR OPENINGS PNTD. 112" x 6" FLAT STOCK BASE BOARD, TYP. STANDING SEAM METAL ROOF OVER SELF ADHESIVE UNDERLAYIMENT ON SHEATHING. MTL DRIP EDGE OVER 4" X �/211 AND 6" X 1/2" HARDIE OR E UAL PNTD. FASCIA, TYP. IIII _ ROOF BEARING � 23,_0„ HARDIE SOFFIT. ALL ATTIC SPACES TO BE VENTED IN ACCORDANCE WITH FBC R806. USE PERFORATED PANELS TO EQUAL MIN. 1/10 AREA OF THE VENTED SPACE. HURRICANE STRAPPING. R�FER TO STRUCTURAL SEE SHOWER WINDOW DETAIL FOR FLASHING, (FIG. 3) ALL EXTERIOR WALLS TO B'IF 2" X 6" WOOD FRAME CONSTRUCTION, TYP. R-19 BAT INSULATION AT EXTERIOR ENVELOPE 24" OPEN WEB WOOD TRUSS, SEE STRUCTURAL II SEE WINDOW DETAIL FOR FLASHING, (FIG. 2) WALL BUILDUP: ' EXTERIOR -STUCCO FINISH COAT -STUCCO BROWN COAT -STUCCO SCRATCH COAT -METAL LATH -FLATWRAP HP (WRB) -TYPAR DRAINABLE HOUSE WRA -SHEATHING -STUDS/INSULATION -GYPSUM W/ PAINT FINISH INTERIOR STUCCO EXPANSION JOINT BETWEEN STRUCTURE CHANGE WEEP SCREED SCALE: 1/41f = 1'-0" 0 SECOND FLOOR 131-011 T.O. FIRST FLOOR 0" 11' - FIRST FLOOR 0" GARAGE SLAB T.O. FOUNDATION -2,-$„ 710 PLYWOOD SHEAT PAINTED HARDIE PA WATER -RESISTIVE BARTER (Wf RIGID CAP FLASHING FLASHING (SELF ADHESIVE OR LIQUID APPLIED) APPLIED PER MANUFACTURER'S SPECIFICATIONS. CONTINUOUS BEAD OF CAULK BEHI� NAILING FLANGE (JAMBS AND HEAD ONL NAILING FIN (USE DRIP EDGE FLASHING SET IN SEALANT IF NO NAILING FIN IS NOT PROVIDED.) N/ SILL PAN FLASHING (FORMA ADHESIVE, OR LIQUID APPLI PER MANUFACTURER'S SPE WATER -RESISTIVE BARRIE PAINTED HARDIE PANELS 1/2" GYPSUM STAINED/PAINTED TRIM WITH MITERED CORNERS '2" AROUND ENTIRE WINDOW STAINED/PAINTED TRIM WITH MITERED CORNERS )D AND CAULK/ NON -EXPANDING FOAM SEAL WINDOW DETAIL A 405 6" = 1'-0° EXTERIOR WRB CONTINUOUS BEAD OF CAULK BEHIND FLANGE (JAMBS AND HEAD ONLY) FLASHING SHOWER WINDOW NOTES: 1.) FLASH JAMBS WITH CONTINUOUS FLASHING FROM INTERIOR TO EXTERIOR. OVERLAP SILL, JAMB AND HEAD FLAHSING IN A SHINGLED FASHION TO DRAIN DOWNWARD. 2.) ADDITIONAL CURTIAN OR SHIELD IS RECCOMENDED TO PROTECT WINDOW FROM WATER SPRAY. 3.) INSPECT ALL GROUT, JOINTS, AND SEALS EACH YEAR. REPAIR AS NEEDED. i SHOWER WINDOW DETAIL 3" = 1'-0" :XPANDING FOAM SEAL STAINED/ PAINTED TRIM WITH MITERED CORNERS AROUND ENTIRE WINDOW STAINED/ PAINTED TRIM WITH MITERED CORNERS /2" GYPSUM IIN R-13 BATT INSULATION SHOWER E ON THINSET. TYP. Ib. FELT. LAP OVER .ASHING LASHING -ASHING SET IN SEALANT NYL CLAD WINDOW AULK WINDOW/ TILE JOINT WITH SEALANT ITCH TO DRAIN. (BUILT-UP THINSET) CONTINUOUS SILL PAN FLASHING (FORMABLE OR FLUID APPLIED) FROM INTERIOR TO EXTERIOR RUN CEMENT BORAD TIGHT AND EVEN TO WINDOW JAM/ SILL/ HEADER AND CAULK THE JOINT WITH SEALANT 15 Ib. FELT. LAP OVER SHOWER PAN MEMBRANE. TILE ON THINSET. TYP. 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 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE SECTION DETAILS Project Number ## Date OCT. 15TH, 2018 Drawn By Author Checked By Checker A 405 Scale As indicated Ventilated Rainscreen with Pre-installed Mortar Screen for Manufactured Stone and Conventional Stucco Claddings Installation Instructions Health and Safety bo P safety glasses;'fall arrest • Required safety equipment: hard hat, safety ots, 910V -S, - fet, - equipment. he Occupational Safety and • Always follow all -safety precautions as directed by t Health Administration (OSHA -USA) or the Construction Safety Association (Canada). • Please refer to Safety Data Sheets for all components and observe all recommended safety precautions therein. • The general codes of practice for protection at work and instructions of the IDETA?.W manufacturers for tools and components are to be observed at all times. E IJ, Recornirnerided Materials ■ DELTA" -DRY STUCCO & STONE ■ T DELTA@ -BUG SCREEN 191 It V I AM: :Bt DELTA@ -FLEXR -BAND Recommended Tools is Utility knife or scissors Flashing a Measuring tape a Hammer, automated nailing gun, or cordless drill m 11--i 1/4'corrosion-resistant coil roofing nails m 11-1 1/4'corrosion-resistant screws Notes and Limitations a These installation instructions for DELTA" -DRY STUCCO & STONE are intended only as a guide and are for the convenience of the contractors, specifiers, and other interested parties. The final application and details are the sole responsibility of the design authority on record for the project. w Always confirm the local building code requirements prior to installation. m Do not install DELTAO-DRY STUCCO & STONE i n adverse weather conditions. High winds may hamper application. n Local Building Codes may require two layers of WRB (Water -resistive Barrier) behind absorptive claddings such as plaster or manufactured stone veneer applied over wood -based sheathing. Where two layers of WRB are required, both layers should be applied according to manufacturer's recommended procedures directly over the wood -based sheathing to the interior side of DELTA " -DRY STUCCO & STONE. a Window, door and other openings should be properly flashed and integrated into the WRB in accordance with ASTM E-2112-07 or AAMA 2400-02. ■ Always follow cladding manufacturer's installation instructions. ■ Ensure protrusions that may penetrate the membrane are removed from substrate. m Product is not designed for permanent UV exposure. Always cover a&soon as possible. installation s For claddings on wallssuch as adhered manufactured s14 �neveneer and plasti (stucco), install flashing with drip edge at bottom of wall, covering transition f torn exterior sheathing board (e.g. OSB) to foundation -wall. Ensure that approved VVRI3 terminates shingle -fashion overtop oft his flashing with drip edge. m For ease of installation, work with two people. n Fasten DELTA" -BUG SCREEN to thef lashing with accept'--thle fasteners. Ensure bottom edge of DELTA, -BUG SCREEN is aligned with planned bottom termination of bottom edge of cladding. m Cover the entire wall with DELTA" -DRY STUCCO & STONE wherever wall cladding is to be installed. Always unroll DELTA' -DRY STUCCO & STONE in a horizontal direction. Make sure the mortar screen (fabric) facesthe installer. • Place bottom edge of first course of DELTA" -DRY STUCCO & STONE directly on top of DELTA ---BUG SCREEN (see Detail 1). • Proper ventilation at top and bottom of thewall isVERY IMPORTANT for system performance. • As one person holds DELTA" -DRY STUCCO & STONE, the other installs the fasteners. Begin fastening DELTA"' -DRY STUCCO &STONE in the middle of the membrane. Fasten DELTA" -DRY STUCCO & STONE maximum every 24' (60 cm) horizontally along the middle of DELTA" -DRY STUCCO & STONE (see Detail 2). Secure DELTA"' -DRY STUCCO & STONE by fastening into the Studs (wherever possible). SideLaps and End Laps w Side laps and end laps shall be placed tightly to the adjacent roll. Do not overlap or interlock DELTA' -DRY STUCCO& STONE. m At end laps, f asten DELTA" -DRY STUCCO & STONE approximately every 12' (30 cm) vertically (see Detail 3). m At side laps, fasten DELTA" -DRY STUCCO & STONE approximately every 12' (30 cm) horizontally (see Detail 4). Installing Around Corners a Install DELTA,':-DPY STUCCO & STONE on inside corners as tightly as possible by pushingthe membrane into the comer, then,anchor in place with fasteners in the body (see Detai 15). a InstaIIDELTA`-DRY STUCCO &- STONE on outside corners as tightly as possible by pressing the membrane around the corner, then anchor in place with fasteners in the body (see Detail 6). Penetrations (e.g windows, doors, pipes, etc.) m Cut DELTA" -DRY STUCCO & STONE as tightly as possible around window, door, pipe, and other openings (see Detail 7). m For the top of all windows and doors, install DELTA" -BUG SCREEN at bottom edge of flashing (planned bottom temination of bottom edgeof cladding). Place bottom edge of DELTA" -DRY STUCCO& STONE, lirectly on top of DELTA" -BUG SCREEN (see Detail 8). m For the bottom of windows and doors widerthan 6 ft (1.8 rn)., ventilation is required (see Detail 9). For windows and doors lt�ss than 6 (1.8 m) wide, no ventilation gap is required at the bottom. Top of Wall a At the top of wallsx install wood -blocking, cut to fit on site. Fasten DELTA" -BUG SCREEN directly against the bottom of the wood blocking. fnsurethat the continuity of the approved WRB is maintained behind the wood blocking.The topof DELTA" -DRY STUCCO & STONE shall beinstalled directly against the bottom edge of DELTA" -BUG SCREEN (see Detail 10). • To maintain proper ventilation, the wood blocking shall extend beyond the top edge of the cladding by at least 3/8'(10 mm). • To protect the 3/8'(10 mm) air gap from wind -driven rain, fasten molding piece to the wood b4ocWing. Ensure that it overl aps the cl adding by a minimum of'2" (5 cm), depending on local wind conditions* (see Detail 10). Buildings OverTwo Stories High a On buildings over two stories high, a horizontal ventilation detail must be installed every two stories (see Detail 11). N In climate zone 4C (Marine), a horizontAlventilation detail must be installed every story. F ❑MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. Inspection and Clean-up WRB a Repair torn rainscreen as follows: Any, rips, tears or holes in the DELTA" -DRY U • patched with DELTA'- MLTA"RY MOW I STUCCO & STONE smaller than 2'in diameter should be 472 OSCEOLA AVENUE FLEXR -BAND centered over the tear. Any Hps, or holes largerthan 2" in diameter UMTAWIIUG SCPSMk should be patched with DELTA, -DRY STUccO & STONE. Cut a piece of DELTA"- JACKSONVILLE BEACH, FL 32250 DRY STUCCO &STON E the diameter of the tear. Remove fabric the size of the patch from over the tear. Center the patch over the tear and fasten with approved FW*" %*W dHP ft E: Info@MaccoArChitects.com fasteners or tape edges of patch with DELTA "-FLEXX-BAND. •PH: 904. 249 -ARCH (2724) N Remove mud and similar marks with a water scrub. If chemicals havr-_ been spilled on a tear and repair as stated above. www. M a c c o Arc h if e cf s c o m DELTA DRY STUCCO &STONE, treat as to manufacturer's recommended ■ Fn.ure wall claddinci is installed according procedures. 4, m Select cladding fasteners to allow for the additional thickness of DELTA" -DRY STUCCO & STONE. mukar nm sow* Disposal of Waste DEI_TA9'-DRYSTUCCO & STONE is m ade f rom environmentally friendly HDPE. ■ V, Waste can be recycled where f icilities -allow. For technical support, call Oul-Technical SupportTeam at 1-888-433-5824 extension 320, or us' M visit wWPJ,dQrken.com .4' Oft min. V sp For areas with wind speeds greater than 60 mph (96 km/h), the leg of the vertical qJ molding piece may need to be longer than 2'(S cm). r rdn. Ry rS STU E ARP !0 Wood biocitinot art m At cn MoMrS p1ma 7 wJrLMg dopmMik -MIMW wimd owidllS DELTA&BUG SME N Mln fie' PP Wmen QJ ouNnip hor vwwrd"Wan Q DELTAMZW $TU= 8 "IF ref DELTM-GUG SCREW-__ blin.v FP ibr A qkM. A NOTES: J_t" pin dl The information printed in this brochure reflectsproduct information and DELTAOSW SCREEW specifications at the date of printing.__ ... 0r:LTAe4W$TU= A STONE�__ The manufacturer reserves the right to makechangC> es when necessary. Ali rights Genealan NM8 Home Builders' Association DELTr'�branded quality products manufactured by D5rken. DELTA RAIN SCREEN SYSTEM TO BE INSTALLED ON ALL WOOD FRAMED WALLS WITH STUCCO FINISH. A RAIN SCREEN IS BEST PRACTICE FOR THESE LOCATIONS. AT A MINIMUM, SUCH WALL TYPES ARE REQUIRED TO MEET FBC R703.7.3. THIS STATUTE REQUIRES A WATER RESISTIVE VAPOR PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPERATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO DRAIN TO THE WATER RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. STUCCO CONTROL/ EXPANSION JOINTS ASTM C1063 REQUIRES THAT PANEL AREAS ARE NO LARGER THAN 144 SQUARE FEET FOR VERTICAL APPLICATIONS (WALLS) OR 100 SQUARE FEET FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS. IN ADDITION, THE MAXIMUM SPACING OF CONTROL JOINTS SHOULD BE LESS THAN 18 FEET. THE ASPECT RATIO OF THE PANEL SHOULD ALSO BE HELD TO A MAXIMUM LENGTH TO WIDTH RATIO OF 2-1/2 TO 1. 2 PIECE EXPANSION JOINTS ARE TO BE USED AT WALL EXPANSION JOINTS OR WHEN TRANSITIONING FROM ONE STRUCTURAL MATERIAL TO ANOTHER SUCH AS CMU TO STUD FRAMING. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT PARTICULARLY ESSENTIAL TO AVOID EXCESSIVE STRESS ON THESE OTHERWISE CONTINUOUS WIRES. No. Description Date ASPLUNDH RESIDENCE STUCCO DETAILS Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker Scale � 1 1 AIL_ i� 721 D6rken Systems Inc. 4655 Delta Way Beam svillej Ontario LOR I B4 1 -(SOS) 1563 -3 255' Fax: 005) 563-5582 info@clorken.com www.dorken,com A DibIRKENGROUP Com Pa nY NOTES: J_t" pin dl The information printed in this brochure reflectsproduct information and DELTAOSW SCREEW specifications at the date of printing.__ ... 0r:LTAe4W$TU= A STONE�__ The manufacturer reserves the right to makechangC> es when necessary. Ali rights Genealan NM8 Home Builders' Association DELTr'�branded quality products manufactured by D5rken. DELTA RAIN SCREEN SYSTEM TO BE INSTALLED ON ALL WOOD FRAMED WALLS WITH STUCCO FINISH. A RAIN SCREEN IS BEST PRACTICE FOR THESE LOCATIONS. AT A MINIMUM, SUCH WALL TYPES ARE REQUIRED TO MEET FBC R703.7.3. THIS STATUTE REQUIRES A WATER RESISTIVE VAPOR PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPERATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO DRAIN TO THE WATER RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. STUCCO CONTROL/ EXPANSION JOINTS ASTM C1063 REQUIRES THAT PANEL AREAS ARE NO LARGER THAN 144 SQUARE FEET FOR VERTICAL APPLICATIONS (WALLS) OR 100 SQUARE FEET FOR HORIZONTAL, CURVED, OR ANGULAR SECTIONS. IN ADDITION, THE MAXIMUM SPACING OF CONTROL JOINTS SHOULD BE LESS THAN 18 FEET. THE ASPECT RATIO OF THE PANEL SHOULD ALSO BE HELD TO A MAXIMUM LENGTH TO WIDTH RATIO OF 2-1/2 TO 1. 2 PIECE EXPANSION JOINTS ARE TO BE USED AT WALL EXPANSION JOINTS OR WHEN TRANSITIONING FROM ONE STRUCTURAL MATERIAL TO ANOTHER SUCH AS CMU TO STUD FRAMING. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT PARTICULARLY ESSENTIAL TO AVOID EXCESSIVE STRESS ON THESE OTHERWISE CONTINUOUS WIRES. No. Description Date ASPLUNDH RESIDENCE STUCCO DETAILS Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker Scale � 1 1 AIL_ i� 721 ELECTRICALNOTESREF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES 2. RECEPTACLES ARE TO BE MOUNTED EXCEPT: ALL CLOSETS, (EXCEPT MASTER HORIZONTALLY 8" MEASURED TO BOTTOM OF CLOSET) SHOWER, WATER CLOSET LIGHT, HOUSING. UNLESS OTHERWISE NOTED. ALL GARAGE INTERIOR FLOURESCENTS, 3. REFER TO PLAN FOR RECEPTICAL TYPE AND FRONT ENTRANCE AND FRONT GARAGE HEIGHT ABOVE COMFORT HEIGHT COUNTER PS. REFER TO CABINET DRAWINGS, NOT SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, TOPS. UTILITY RM LIGHTS, INCLUDED IN THIS SET FOR CONFIRMATION. 3. ALL SMOKE DETECTORS TO BE CEILING 4. SEE MANUFACTURER SPECIFICATIONS FOR MOUNTED. TANKLESS WATER HEATER POWER 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. REQUIREMENTS. ELECTRICAL 5. ALL BATHROOM SCONCES TO BE MOUNTED 5. SEE KITCHEN DRAWINGS FOR E 2 AT 6'-0" AFF REQUIREMENTS FOR KITCHEN. MAY VARY FROM 2 2 1 „ I A 402 6. ALL SWITCHES TO BE MOUNTED AT 36 AFF ARCHITECTURAL DWGS. A 400 UNLESS ABOVE A COUNTER SURFACE OR 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST A 401 A 401 OTHERWISE NOTED. 36" MARK MEASURED TO LEVEL TO BE DIMMABLE, LED W/ A WARM THE BOTTOM OF THE HOUSING. COLOR INDEX. 7. HVAC VENTS ARE APPROXIMATE IN THIS 7. IMPORTANT ALL SWITCHES TO BE MOUNTED AT RINNAI TANKLESS AND HVAC SUB 36 AFF. UNLESS ABOVE A COUNTER OR WATER HEATERS PLAN. CONSULT ARCHITECT FOR VENT PLACEMENT IN FIELD. OTHERWISE NOTED. 8. REVIEW PLAN FOR 4"& 6" LED CAN 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE PLACEMENT. USE APPARENT CENTER LINES, HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT AS DIMENSIONS ARE NOT PROVIDED. TO BE A PART OF THE FIXTURE HOUSING. _7 10' 0" 9. THIS DRAWING ONLY CAN BE SCALED FOR CONSULT W/ ARCHITECT FOR TRANSFORMERPLACEMENT. PLACEMENT. Al LIGHT _ 11 ANS TO BE - -- -- " - ,,.. ' _ / 1` / ` - - --- EXTERIOR RECESSED EAVE C __ ____ _ _ � � /-�`- -1 \ � ''--,�' `'� --., _ 9. 6 EX - TR FIXTURES ARE TO BE �-. Q � AN 10. ALL FLUORESCENT- WHITE IN COLOR INDEX. COMPACT FLOUR ESCENT FIXTURES. 4" EAVE 42" OF GFI DELUXE / CK LIGHTS TO BE LED. SMOOTH CEILING THROUGHOUT. NO KN 11. S VE MIRRORS ► .-�'1r `'` '` \\ \\ so - NT ALL VANITY LIGHTS ABO / A� DOWN FINISH ANYWHERE. 10. MOUNT ` / \ AT 7'-0" AFF. ' 1 4 CALLED FOR I ' \ IF THAT ARE C 42° A F GA PENDANT LIG TS } _ 1hh` LIGHT NDER CABS � ► ' sa ,-- , LED STRIP LIGhT ' ` ' ► ------ BUILT BUILT INTOSOIFFIT r / gfi I ��} /' J' 10'-0" ELECTRICAL SYMBOLS, TO2NDFLOOR �., ,, ,�, I -- 0 -� ' _ 9 �, Mal OUTLETS ON \\ DATA /PHONE - - -` , � \ ,' ISLAND / + , i 42" A F GFI \\ \ I SWITCH 0 I i 1 \ > > EI, DUPLEX OUTLET �' J' gfi ' -i i i I , ', STRIP LIGHT TV QUAD OUTLET ` - I r + 1 „ -' ' ' ' UNDER HEARTH ' + ! t r I I TELEVISION 1 11 / \ 1 0 _p j J1 II E79 - DUPLEX GROUND -- / ► gfi FAULT INTERRUPTION gfi _ 10 - C - -O- - -of DUPLEX OUTLET 42" AFF r / J DUPLEX OUTLET 42" AFF, GROUND ,f' + ,' ' qp _ 42"A GFI INTERRUPTION �` ' ' _ ' - - `�, M KER ' `'' \ �� `, I Q FAULT INTERRU _ ICEMAKER vy _ } gfi �, _ s HOOKUP _ 9'-011 1-011 CV FLOOR OUTLET ; } + , _ - - r ' - 9-0 ak ® CEILING MOUNTED FAN, NO LIGHT , I ,r, co CEILING MOUNTED CARBON - \ 42" AFF Ilk MONOXIDE DETECTOR ,,U" 42" AFF GFI10 -_-- - - __-__ - -- --- - ' ART LIGHTS - J1 so CEILING MOUNTED SMOKE '\ DETECTOR L AuL \ 1 " y.. PNL BOX PNL BOX ' ` _ 0 PENDANT LIGHT `�= 11 -0 6a, ~10 • 2" DIAMETER RECESSED PUCK LIGHT `� ' � / 11 i s GARAGE DOOR , WALL MOUNTED LIGHT, �� OPENER CEILING ' I' �' \iQ gfi SCONCE OR OVERHEAD _ 0 6" RECESSED CAN LIGHT LED HALOGEN OR FLUORESCENT - C 4" RECESSED CAN LIGHT, LED, �` / ' fLL gfi _811 6 HALOGEN OR FLUORESCENT " - } - fi - / 1_ 11 _p�l � 10 -- SURFACE MOUNTED LIGHT, LED, 10 0 HALOGEN OR FLUORESCENT � ' � _ - 112 DISHWASHER �\ f 1 I, \\ f ---\ AND MINI FRIDGE 15 WALL WASHER, LED OR HALOGEN �� \ \ UNDERCAB 1 MOUNTED ,r 4X 2 CEILING r ATTIC ACCESS FLUORESCENT FIXTURE 1 1 ---------- HARDWIRED LED ROPE LIGHT 111_Q11 �} CEILING FAN, NO LIGHT T--_—� ,I ► gfi l � } I PL WALL MOUNTED POOL CONTROLS C� PNL BOX PANEL BOX GA NATURAL GAS gfi VALVE \ I HVAC SUPPLY GRILLE \ + \ GARAGE DOOR � HVAC RETURN OPENER (CEILING) :WE NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" Er-,' CM '1 FIRST FLOOR ELECTRICAL PLAN A 300 1/411 _ 1'-0" I 1 A 402 Y� 1 A 400 1 A 403 MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) wwwMaccoArchitects.com roo-b F� OHO Co MARK W. MACCO -y C� AR96004 ,`� s�FRED P��'� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date r1 REVISION 1 11/14/18 ASPLUNDH RESIDENCE FIRST FLOOR RCP - ELECTRICAL Project Number Date NOV. 14TH, 2018 Drawn By Author Checked By Checker scare 1/4 ��-R M co d' co D r 00 N r- MARK MACCo7, CEILING NOTES ELECTRICAL NOTES ARCH ITECTS REF,I 1. REFER TO THIS SHEET FOR ELECTRICAL 1. REFER TO THIS SHEET FOR ELECTRICAL FORWARD DESIGN. UNPARALLELED EXECUTION. SYMBOLS. SYMBOLS. 2, ALL LIGHTS TO BE ON DIMMER SWITCHES 2. RECEPTACLES ARE TO BE MOUNTED EXCEPT- ALL CLOSETS, (EXCEPT MASTER HORIZONTALLY 8" MEASURED TO BOTTOM OF T LIGHT HOUSING. UNLESS OTHERWISE NOTED. 472 OSCEOLA AVENUE WATER CLOSE , JACKSONVILLE BEACH FL 32250 K , R SO CLOSET) SHOWER, ALL GARAGE INTERIOR FLOURESCENTS, 3. REFER TO PLAN FOR RECEPTICAL TYPE AND JAC GARAGE HEIGHT ABOVE COMFORT HEIGHT COUNTER FRONT ENTRANCE AND FRONT G � HTS TOE: Info@MaccoArchitects.com SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, PS. REFER TO CABINET DRAWINGS, NOT LUDED IN THIS SET FOR CONFIRMATION. Y RM LIGHTS. INC PH: 904.249 -ARCH (2724) UTILITY RER SPECIFICATIONS FOR T rl'1 Ac u tS.CO 3. ALL SMOKE DETECTORS TO BE CEILING 4. SEE MANUFACTURER WWW.MaCCOACCi11teC MOUNTED. TANKLESS WATER HEATER POWER 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. REQUIREMENTS. 5. ALL BATHROOM SCONCES TO BE MOUNTED 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL 2 AT 6'-0" AFF REQUIREMENTS FOR KITCHEN. MAY VARY FROM 2 2 1 �� ARCHITECTURAL DWGS. A 400 A 402 6. ALL SWITCHES TO BE MOUNTED AT 36 AFF A 401 A 401 UNLESS ABOVE A COUNTER SURFACE OR 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST OTHERWISE NOTED. 36 MARK MEASURED TO LEVEL TO BE DIMMABLE LED W/ A WARM THE BOTTOM OF THE HOUSING. COLOR INDEX. 7. HVAC VENTS ARE APPROXIMATE IN THIS 7. IMPORTANT, ALL SWITCHES TO BE MOUNTED AT RINNAI TANKLESS WATER HEATERS PLAN. CONSULT ARCHITECT AND HVAC SUB 36 AFF. UNLESS ABOVE A COUNTER OR FOR VENT PLACEMENT IN FIELD. OTHERWISE NOTED. 11 it TO BE 8. REVIEW PLAN FOR 4% 6 LED CAN 8. ALL LOW VOLTAGE TRANSFORMERS ARE PLACEMENT. USE APPARENT CENTER LINES, HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT AS DIMENSIONS ARE NOT PROVIDED. TO BE A PART OF THE FIXTURE HOUSING. I 10'-0" 9. THIS DRAWING ONLY CAN BE SCALED FOR CONSULT W/ ARCHITECT FOR TRANSFORMER LIGHT PLACEMENT. PLACEMENT. R RECESSED SAVE CANS TO BE __, __� TFIXTURESARETOBE 9. 6 EXTERIOR = �_--_-_ 10. ALL FLUORESCENT r - - - - -- �r _ , Q \ DELUXE WHITE IN COLOR INDEX. COMPACT FLOURESCENT FIXTURES. 4 SAVE - --_ _ i _ I N 6' HTS TO BE LED. , _ - - - _, _ \ . NO KNOCK LIG - , 11. SMOOTH CEILING THROUGHOUT � ! ,- r ��, ,' sD \�' \"' ----'"� y DOWN FINISH ANYWHERE. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS 42"A�FGFI \\ I RE CALLED FOR AT 7'-0" AFF. I, , THAT A ELECTRICAL SYMBOLS V DATA/PHONE SWITCH DUPLEX OUTLET QUAD OUTLET Tv TELEVISION DUPLEX GROUND gfi FAULT INTERRUPTION DUPLEX OUTLET 42" AFF 42"AFF DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET Z CEILING MOUNTED FAN, NO LIGHT Q CEILING MOUNTED CARBON MONOXIDE DETECTOR sD CEILING MOUNTED SMOKE DETECTOR • PENDANT LIGHT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD 0 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 0 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT -- SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT e WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE ---------- HARDWIRED LED ROPE LIGHT FILING FAN, , NO LIGHT (2D WALL MOUNTED POOL CONTROLS PNS eox PANEL BOX NATURAL GAS VALVE Fx] HVAC SUPPLY GRILLE >< HVAC RETURN NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" _FLNUANT LIGHTS LIGHT I�NDER CABS v LED STRIP LIGkT ' / r:;------, , BUILT INTO SOFFIT I 1 ND FLOOR g11 fi_ TO 2 10 -0 i --- -+ ----rte ( 6' 42"A FGFIk \\ V / / I b9 _Uj STRIP LIGHT If r , t I -- f TV.. e. ('3= - : _�.I ,I �_I- -• 101_211 , I UNDER HEARTH ' \; ' 101_011 gfi--_ -- $ pr \ \`[� /i \\ �// 10 .0 ', V qL ICEMAKER `'- LL ' 1 !1 gfi OOKUP _ _ 9 0 11 101.011 10 -o i 101-001 01_011 42 AFF h„ 10 - ------ "-'' '---- 1' 1 42" AFF GFI, ART LIGHTS \ _ l %1 — — — — — — j&=L \\ __- -----LL ---------- LJ — 1 n 4-- PNL BOX PNL BOX t 11 -o ; ' ;- 101 nit 10'-011 -- v GARAGE DOOR OPENER (CEILING)LL LL CN HVAC ;. gfi 6 ' i I '< _ 101.011 101.011 _ 112 DISHWASHER AND MINI FRIDGE UNDERCAB 6 \ 0 1 \ 1 \ ATTIC ACCESS\ i i � it , , I — , I gfi IN / I � , 1 ` fl r \ \ I 1 t IF FFF- GARAGE DOOR OPENER (CEILING) ' J 2L, / ,:�fo A '1FIRST FLOOR ELECTRICAL PLAN A 300 1/4" = 1'-0" I 1 A 403 A/. A/C n4 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE FIRST FLOOR RCP - ELECTRICAL Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker E 200 is 0 0 M d- m T- o Scale 1/4" = 1,-0" 0 REF. CFILINGNOTES- ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL 1. REFER TO THIS SHEET FOR ELECTRICAL 2. SYMBOLS. ALL LIGHTS TO BE ON DIMMER SWITCHES 2. SYMBOLS. RECEPTACLES ARE TO BE MOUNTED EXCEPT: ALL CLOSETS, (EXCEPT MASTER WATER CLOSET LIGHT, HORIZONTALLY 8 MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. CLOSET) SHOWER, ALL GARAGE INTERIOR FLOURESCENTS, 3. REFER TO PLAN FOR RECEPTICAL TYPE AND FRONT ENTRANCE AND FRONT GARAGE HEIGHT ABOVE COMFORT HEIGHT COUNTER SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION, 3. UTILITY RM LIGHTS. ALL SMOKE DETECTORS TO BE CEILING 4. SEE MANUFACTURER SPECIFICATIONS FOR MOUNTED. TANKLESS WATER HEATER POWER 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. ALL BATHROOM SCONCES TO BE MOUNTED 5. REQUIREMENTS. ELECTRICAL SEE KITCHEN DRAWINGS FOR ELECT 5. AT 6'-01" AFF FROM REQUIREMENTS FOR KITCHEN. MAY VARY FR 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR 6. ARCHITECTURAL DWGS. ON FIRST INTERIOR 4'" RECESSEED LIGHTING SECOND FLOOR RCP - ELECTRICAL OTHERWISE NOTED. 36" MARK MEASURED TO Date OCT. 15TH, 2018 LEVEL TO BE DIMMABLE, LED W/ A WARM 7. THE BOTTOM OF THE HOUSING. HVAC VENTS ARE APPROXIMATE IN THIS 7. COLOR INDEX. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT PLAN. CONSULT ARCHITECT AND HVAC SUB 36"AFF. UNLESS ABOVE A COUNTER OR 8. FOR VENT PLACEMENT IN FIELD. REVIEW PLAN FOR 4% 6" LED CAN 8. OTHERWISE NOTED, BE ALL LOW VOLTAGE TRANSFORMERS ARE TO PLACEMENT. USE APPARENT CENTER LINES, HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT AS DIMENSIONS ARE NOT PROVIDED. TO BE A PART OF THE FIXTURE HOUSING. 9. THIS DRAWING ONLY CAN BE SCALED FOR CONSULT W/ ARCHITECT FOR TRANSFORMER 10. LIGHT PLACEMENT. ALL FLUORESCENT FIXTURES ARE TO BE 9. PLACEMENT. 6" EXTERIOR RECESSED SAVE CANS TO BE DELUXE WHITE IN COLOR INDEX. COMPACT FLOURESCENT FIXTURES. 4 EAVE 11. SMOOTH CEILING THROUGHOUT. NO KNOCK 10. LIGHTS TO BE LED, HTS ABOVE MIRRORS MOUNT ALL VANITY LIG - DOWN FINISH ANYWHERE. THAT ARE CALLED FOR AT 7'-0" AFF. 0 2' 4' 8' NORTH SCALE: 1/4" = l'-0" z A 401 LL- --- - LL- i rr: CIF I Ap 42' AFFAD HVAC ! / ✓'S \ /° I \ I I l I / JAF Oro. i L !7// 9f. \ SD �I �VIEo ® _ , }11711 CY) r 169, / Lm \ I \ � ..SECOND rLOOR ELECTRICAL PLAN A 300 1/411 = 1'-0"' 1 A 402 1 A 403 ELECTRICAL SYMBOLS DATA/ PHONE SWITCH DUPLEX OUTLET QUAD OUTLET TV TELEVISION DUPLEX GROUND 9fi FAULT INTERRUPTION DUPLEX OUTLET 42" AFF 42" AFF DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET ® CEILING MOUNTED FAN, NO LIGHT co CEILING MOUNTED CARBON MONOXIDE DETECTOR So CEILING MOUNTED SMOKE DETECTOR s PENDANT LIGHT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD 0 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 0 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT -- SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT �5 WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE - - - - - - - - - - HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT CD WALL MOUNTED POOL CONTROLS PNLBOX PANEL BOX NATURAL GAS VALVE 0 HVAC SUPPLY GRILLE HVAC RETURN MARK MA C"'CO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO.. AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date ASPLUNDH RESIDENCE SECOND FLOOR RCP - ELECTRICAL Project Number ##### Date OCT. 15TH, 2018 Drawn By Author Checked By Checker E 201 Scale 1/411 = 1'-0" 84