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1251 Selva Marina Cir RES17-0138 new home dwgs 8-1-2019NEW RESIDENCE TO D &CHRIS Y BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH LIST OF DRAWINGS FLORIDA 1.1 SITE PLAN 1.2 SITE DEMOLITION AREAS PLAN 1.3 SITE AREAS PLAN 2.1 FIRST FLOOR PLAN 2.2 SECOND FLOOR PLAN 2.3 FIRST FLOOR ROOF PLAN 3.1 SCHEDULES AND DETAILS 3.2 DOOR AND WINDOW DETAILS 3.3 FLASHING DETAILS 4.1 EXTERIOR ELEVATIONS 4.2 EXTERIOR ELEVATIONS 5.1 WALL SECTIONS 5.2 WALL SECTIONS 5.3 WALL SECTIONS 5.4 WALL SECTIONS 5.5 WALL SECTIONS 5.6 WALL SECTIONS 6.1 INTERIOR ELEVATIONS 6.2 INTERIOR ELEVATIONS 6.3 INTERIOR ELEVATIONS 6.4 INTERIOR ELEVATIONS OUTLINE SPECIFICATIONS 1. GENERAL REQUIREMENTS UTILITIES CONTRACTOR SHALL MAKE PROVISIONS FOR TEMPORARY POWER, WATER AND 3/4" CDX PLYWOOD PHONE SERVICES. SAFETY CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING AND MAINTAINING SAFETY SMALL EAVE DRIP 1 112" FACE, MATCH ROOF COLOR. PRECAUTIONS FOR PROTECTION OF WORKERS, MATERIALS, EQUIPMENT AND SITE. 50 YEAR SILICONIZED LATEX FOR PAINTED MATERIAL CONTRACTOR SHALL MAINTAIN INSURANCE COVERAGE FOR LIABILITY, WORKER'S INSURANCE COMPENSATION, PROPERTY INSURANCE AND ANY OTHER COVERAGE REQUIRED R-19 FIBERGLASS BATT AT ALL EXTERIOR WALLS & ANY INTERIOR WALLS BY LAW OR STATUTE. INDICATED FOR SOUND INSULATION CONTRACTOR SHALL REQUEST AND OBTAIN APPROVAL FOR CHANGES IN CHANGES IN WORK MATERIALS, PRODUCTS, EQUIPMENT OR SYSTEMS OF CONSTRUCTION FROM THE I ARCHITECT ANI OWNER. 2. SITE WORK 7.2 SITE CLEARING CONTRACTOR SHALL MAINTAIN SITE AND BUILDING IN A CLEAN AND ORDERLY \ 12'8„ II 1-- - ,2'9 1 .9 I , ; MANNER AND SHALL PROVIDE DUMPSTER. CONTRACTOR SHALL NOTIFY IN BATHS; CEMENT BACKER BOARDS IN SHOWERS & WALLS & ON FRAME ARCHITECT UPON DISCOVERY OF ANY SITE STRUCTURAL CONDITIONS REQUIRING FLOORS WITH TILE REDESIGN OF THE SUPPORT SYSTEM. SEWER & WATER WATER AND SEWER ARE AVAILABLE. TERMITE CONTROL TERMITICIDE WITH PREMISE PRO AS ACTIVE INGREDIENT DRIVEWAY 4" CONCRETE, 3,000 P.S.I., BRICK BORDER, SEE SITE PLAN WALKS 4" CONCRETE, 3,000 P.S.I. LANDSCAPING NOT INCLUDED 3. CONCRETE COUNTER TOPS CONCRETE 3,000 PSI MOISTURE BARRIER 6 MIL POLYETHYLENE REINFORCEMENT ASTM A615, GRADE 60 SLAB REINFORCEMENT 6 X 6 W1.4 X W1.4 WWF, ASTM A185 4. MASONRY I CMU ASTM C90, GRADE N-1 WITH TYPE 'S' MORTAR REINFORCED MASONRY W/ GROUT / 133 FILL, 3,000 P.S.I. 5. METALS STRUCTURAL STEEL ASTM A992 6. WOOD AND PLASTIC REFRIGERANT PIPING FLOOR FRAMING SYP #2 FLOOR SHEATHING 23132" ADVANTECH FLOORING. 24" SPAN PERFORMANCE RATING STRUCTURAL 1 WALL FRAMING SPF #2 UNLESS NOTED OTHERWISE PLATES ON CONCRETE P.T. SYP #2 WALL SHEATHING 1/2" APA RATED SHEATHING ROOF FRAMING SYP #2 ROOF SHEATHING 3/4" APA RATED SHEATHING EXT. TRIM 1 112" SMOOTH HARDIE ARTISAN TRIM PORCH RAILINGS SAPELE OR EQUAL HARDWOOD TOP HANDRAILS WITH #1 SYP P.T. BALUSTERS, SOFFITS 1X6 T&G PAINTED AZEK OR EQUAL. FASCIA, FRIEZE 1 1/2" SMOOTH HARDIE ARTISAN TRIM FRIEZE INTERIOR MILLWORK SEE INTERIOR DESIGNER ALLOWANCES WOOD CABINETS SEE INTERIOR DESIGNER ALLOWANCES CABINET HARDWARE SEE INTERIOR DESIGNER ALLOWANCES STAIR TREADS 1 1/2" PINE SOLID TREADS. 7. THERMAL AND MOISTURE PROTECTION ROOF GAF HYDROSTOP UNDERLAYMENT 3/4" CDX PLYWOOD ROOF FLASHING MATCH ROOF COLOR EAVE DRIP SMALL EAVE DRIP 1 112" FACE, MATCH ROOF COLOR. SEALANTS 50 YEAR SILICONIZED LATEX FOR PAINTED MATERIAL ROOF INSULATION 5 1/2" ICYNENE OR EQUIVALENT OPEN CELL SPRAY -ON FOAM INSULATION WALL INSULATION R-19 FIBERGLASS BATT AT ALL EXTERIOR WALLS & ANY INTERIOR WALLS GARAGE DOORS INDICATED FOR SOUND INSULATION HOUSE WRAP TYVEK COMMERCIAL WRAP 12.7 12.6 17.1 11.8 (S06°22'36"E 110.04' FIELD) 13-5 UNIFORM LIVE LOADS: $10,000 ALLOWANCE FOR FRONT DOOR STAIN GRADE, SOLID HARDWOOD S06°18'00"E 109.98' 1 1 - _ - - _ 19" LIVE OAK - - - - 1X-4" T-3' ---- 16" LIVE OAK - _ - 1 1„ - ---- ------------------- 12" PALM _ ..- 2" PALM- - -------------- - 17 6 832 s F MATCH CLADDING GARAGE DOORS EQUAL TO CLOPAY AVANTE SERIES WITH FROSTED GLASS FINISH DOOR HARDWARE �� lE 12.8 `\ S2p° 1336 46 41, 13'-2" ________________ ________ ____________ ____________� 12" PALM 12.8 „ 13' 4" N_ 13'-3" 2 13'-1" ,yt1�`6"------------------------ t2`6"------------^ ------------- 2' 6" T-11" � � �j -w�--� 100 S.F. 13.0 RETENTION AREA r, T-2" 13 2 11 IT -O" M 129 �. zo 13.1 I 13'-i" CONCRETE DRIVE 13'-3" �`\ N 13'-1" i 4" LIVE WITH TO LED EDGE 13' 1" 13 ti'' 2 E OAK I \ 12' 4" 50'-0"--------------------� 'T-- ,`46 ---------t1j ---- T-10" \ �a 13 - n 14'-8" r'-0', 2�' 4" 13. .11 13.3 I UNDERGROUND PVC ______ _ ____________ ___ --+- 1-== _____- -_ - __ ____-- - _____ , r------------------------------------------13 --- -- ---- I I P 0 PA RS 13 3 DRAIN LINE TO ATTACH \ „ --- -- 13,-7" -Eir'.r ------ I I , , - 13' „ 7.1 FIRST FLOOR ELECTRICAL PLAN ASCE 7-12. NOT LOCATED WITHIN WIND BORNE CATCH \ 07 S.F BASIN EXTERIOR FRENCH DOORS 13-5 UNIFORM LIVE LOADS: $10,000 ALLOWANCE FOR FRONT DOOR STAIN GRADE, SOLID HARDWOOD WINDOWS „TT i I I j j j T r 6dEft DIVIDED LITES W/ SPACER BAR, CHARCOAL FIBERGLASS SCREEN, FRAME TO r JIRSTO (+I MATCH CLADDING GARAGE DOORS EQUAL TO CLOPAY AVANTE SERIES WITH FROSTED GLASS FINISH DOOR HARDWARE �� ' RETENTION AREA I BRICK QUEEN SIZE BRICK. SMOOTH TEXTURE TO BE PAINTED. ALLOW $300 PER 7.2 SECOND FLOOR ELECTRICAL PLAN GYPSUM WALLBOARD \ 12'8„ II 1-- - ,2'9 1 .9 I , ; MEAN ROOF HEIGHT IN BATHS; CEMENT BACKER BOARDS IN SHOWERS & WALLS & ON FRAME ¢ FLOORS WITH TILE PAINTING EXTERIOR TRIM: SEMI GLOSS LATEX ENAMEL, I I I'I SEE FINISH SCHEDULE FOR INTERIOR, BENJAMIN MOORE, TYPICAL WOOD FLOORING SEE INTERIOR DESIGNER'S SPECIFICATIONS TILE SEE INTERIOR DESIGNER'S ALLOWANCES CARPET 12.9 co FRAMELESS GLASS COUNTER TOPS SEE INTERIOR DESIGNER'S ALLOWANCES 8.1 FOUNDATION PLAN SYSTEM TYPE \ i ! 1 3.1 TRANE 4TWR 50 XR15 SERIES CONDENSING UNITS, 4 TEE ENHANCED MODE TOP OF SLAB EL. 13' 8 1/2" I PROGRAMMABLE THERMOSTATS & APRIL AIR 2210 HIGH -EFFICIENCY FILTER. SEER RATING 133 DUCT WORK Ico - 13. c DRAIN LINES SCHEDULE 40 PVC INSULATED WI 1/2" ARMOR FLEX, INSIDE BUILDING INSULATED REFRIGERANT PIPING W/ 3/4" ARMOR FLEX SUPPLY DIFFUSERS ALUMINUM OPPOSED BLADE, HART& COOLEY CHD1 RETURN GRILLES 8.2 SECOND FLOOR AND UNITS ABOVE FIRST FLOOR SHALL HAVE 3" DEEP, 22 GA. WELDED AUXILLIARY \ GRAVEL DRIV1 \ WITH 6" 1 �2i „ 15B. PLUMBING EOP091/2" WATER SUPPLY LINES PEX SYSTEM WITH MANIFOLD FOR SEPARATE CONTROL. DWV LINES SCHEDULE 40 PVC o GAS TANKLESS WATER TREATMENT planter GAS LINES YES FIXTURES & FITTINGS o WATER SUPPLY FIRST FLOOR ROOF FRAMING P LAN SEWER SERVICE CONCRETE 13.7 \ 60 CRDER �. Ij3.3 W :E SERVICE SIZE 400A - YES CONNECTION TOSTRUCTURE UNDERGROUND DECORATIVE LIGHTING SEE INTERIOR DESIGNER SPECIFICATIONS ALL OTHER LIGHTING PER ELECTRICAL SCHEDULE, SHEET 7.1, WIRING & INSTALLATION BY CONTRACTOR UTILITY COMPANY JACKSONVILLE ELECTRIC AUTHORITY 8.3 SECOND FLOOR ROOF FRAMING PL N \ ` I I II ALLOWANCE). CENTRALVAC NO GENERATOR YES SATELLITE � TOP OF COPING DEVICES LEViTONTO("GLE SWITCH WITH INCLUDED SLIDE DIMMER WHERE SHOWN. WHITE o I 8.4 FIRST LEVEL SHEARWALL FRAMING LAN p \ �� I 1 I 1 .I � N oo 13" PALMSLAB 10 TOP OF SLAB EL. TOP OF SLAB EL. 14' 5112" EL.1T-10" � , 12'-0" 3`°" 8.5 SECOND LEVEL SHEARWALL FRAMING PLAN \ \ � ' TOP OF SLAB 1 • TOP OF SLAB EL. 14'-41/2" TO EL F PAVERS 9" q 13.1 I o 8.6 SHEARWALL DETAILS \ I 1 .1; TOP OF SLAB EL. 13' 9 112" EL. 15'-0" 3 o �R "' WOOD DECK - DOUBLE FENCE N t- WITH 36" SPACE 8 STRUCTURAL WALL SECTIONS \ \ ' 1 I ;1 3.5 10 F�4.. F SLAB POOL 1 -6 1/2" M I BETWEEN. t .7 8.8 STRUCTURAL WALL SECTIONS \ \;1 , �� `` � 13.0 TOP OF SLAB 13.3 0 TRUCTURAL WALL SECTIONS ` _ - --------------- 1 \ EL. 13'-8 1/2" 8.10 STRUCTURAL WALL SECTIONS 8.11 STRUCTURAL WALL SECTIONS 8.12 STRUCTURAL WALL SECTIONS 8.13 STRUCTURAL MISCELLANEOUS DETAILS 8.14 STRUCTURAL THREADED ROD DETA LS AND NOTES 8.15 STRUCTURAL NOTES AND SCHEDULES 8. DOORS, WINDOWS- & FINISH HARDWARE INTERIOR DOORS PAINT GRADE WOOD OR MDF, TWO PANEL, FLAT PANEL, TRADITIONAL STICKING, ASCE 7-12. NOT LOCATED WITHIN WIND BORNE TIMBEP.LAND OR EQUAL. SEE SCHEDULE. EXTERIOR FRENCH DOORS INTEGRITY TEMPERED GLASS, THREE-POINT LOCKING SYSTEM, SEE SCHEDULE, UNIFORM LIVE LOADS: $10,000 ALLOWANCE FOR FRONT DOOR STAIN GRADE, SOLID HARDWOOD WINDOWS INTEGRITY CLAD WOOD, PRIMED INTERIOR, CLEAR LOW E3 GLAZING, SIMULATED 0 DIVIDED LITES W/ SPACER BAR, CHARCOAL FIBERGLASS SCREEN, FRAME TO ELEVATED DECKS MATCH CLADDING GARAGE DOORS EQUAL TO CLOPAY AVANTE SERIES WITH FROSTED GLASS FINISH DOOR HARDWARE SEE INTERIOR DESIGNER SPECIFICATIONS 9. FINISHES I BRICK QUEEN SIZE BRICK. SMOOTH TEXTURE TO BE PAINTED. ALLOW $300 PER Lu THOUSAND GYPSUM WALLBOARD LEVEL 5,1/2" GYPSUM WALLBOARD SMOOTH WALLS & CEILINGS; M.R. 112" GWB MEAN ROOF HEIGHT IN BATHS; CEMENT BACKER BOARDS IN SHOWERS & WALLS & ON FRAME ¢ FLOORS WITH TILE PAINTING EXTERIOR TRIM: SEMI GLOSS LATEX ENAMEL, +0.18/-0.18 SEE FINISH SCHEDULE FOR INTERIOR, BENJAMIN MOORE, TYPICAL WOOD FLOORING SEE INTERIOR DESIGNER'S SPECIFICATIONS TILE SEE INTERIOR DESIGNER'S ALLOWANCES CARPET SEE INTERIOR DESIGNER'S ALLOWANCES SHOWER ENCLOSURES FRAMELESS GLASS COUNTER TOPS SEE INTERIOR DESIGNER'S ALLOWANCES 15A. AIR CONDITIONING co SYSTEM TYPE SPLIT SYSTEM HEAT PUMPS MANUFACTURER/EQUIPMENT TRANE 4TWR 50 XR15 SERIES CONDENSING UNITS, 4 TEE ENHANCED MODE VARIABLE SPEED AIR HANDLERS, HONEYWELL VISION PRO 8000 DIGITAL I PROGRAMMABLE THERMOSTATS & APRIL AIR 2210 HIGH -EFFICIENCY FILTER. SEER RATING 15.0 DUCT WORK TRUNK LINES SHEET METAL INSULATED W/ R6 DUCT WRAP & MASTIC SEALED, FLEX DUCT FROM MAIN TRUNK TO DIFFUSER. DRAIN LINES SCHEDULE 40 PVC INSULATED WI 1/2" ARMOR FLEX, INSIDE BUILDING INSULATED REFRIGERANT PIPING W/ 3/4" ARMOR FLEX SUPPLY DIFFUSERS ALUMINUM OPPOSED BLADE, HART& COOLEY CHD1 RETURN GRILLES EXTRUDED ALUMINUM FILTER -BACK OVERFLOW PANS UNITS ABOVE FIRST FLOOR SHALL HAVE 3" DEEP, 22 GA. WELDED AUXILLIARY OVERFLOW PAN W/ SAFETY FLOW SWITCH 15B. PLUMBING ZU O WATER SUPPLY LINES PEX SYSTEM WITH MANIFOLD FOR SEPARATE CONTROL. DWV LINES SCHEDULE 40 PVC WATER HEATERS GAS TANKLESS WATER TREATMENT WATER SOFTENER GAS LINES YES FIXTURES & FITTINGS SEE INTERIOR DESIGNER SPECIFICATIONS WATER SUPPLY CITY WATER ON SITE SEWER SERVICE CITY SEWER AVAILABLE AT RIGHT OF WAY 16. ELECTRICAL W :E SERVICE SIZE 400A SUBPANELS YES CONNECTION TOSTRUCTURE UNDERGROUND DECORATIVE LIGHTING SEE INTERIOR DESIGNER SPECIFICATIONS ALL OTHER LIGHTING PER ELECTRICAL SCHEDULE, SHEET 7.1, WIRING & INSTALLATION BY CONTRACTOR UTILITY COMPANY JACKSONVILLE ELECTRIC AUTHORITY SECURITY SYSTEM YES AUDIO VISUAL SYSTEMS YES, ($20.000 TOTAL WIRING FOR TELEPHONE, INTERCOM, CABLE TV PACKAGE ALLOWANCE). CENTRALVAC NO GENERATOR YES SATELLITE NO DEVICES LEViTONTO("GLE SWITCH WITH INCLUDED SLIDE DIMMER WHERE SHOWN. WHITE I� \ 13.5 14'-6" UNDERGROUNDPVC -- 1- -------------- ___---- �___ DRAIN LINE TO ATTACH \ S 13' 5" DOWNSPOUTS TO FRONT RETENTION AREA \ \ CONCRETE DRIVE \ WITH TOOLED EDGE 1 I zo N I CATCH \ B SIN \ $ 12. °Q 0 PROJECT LOCATION MAP NOT TO SCALE PROJECT LOCATION GENERAL NOTES: '1. ANY AND ALL DEVIATIONS FROM SPECIFIED PRODUCTS MUST BE APPROVED BY THE ARCHITECT. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST AND MUD ASSOCIATED WITH THE WORK OF THIS PROJECT. EROSION CONTROL SHALL BE THE RI SPONSIBILITY OF THE CONTRACTOR AND METHOD USED SHALL MINIMIZE ADVERSE ENVIRONMENTAL EFFECTS, PER FDOT SPECIFICATIONS, SECTION 104. 3. ALL PROPOSED CONSTRUCTION SHALL BE PURSUANT TO INFORMAT ION SHOWN ON THESE PLANS AN-' LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. 5. THE EXISTENCE ANO LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING WORK EXCAVATION IN THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE CAREFULLY PERFORMED, BY HAND. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO, AND FOR PROPER MAINTENANCE PROTECTION OF, EXISTING UTILITIES AND STRUCTURES DURING THE CONSTRUCTION PROCESS. THE CONTRACTOR SHALL BE LIABLE FOR ANY COSTS ASSOCIATED WITH THE RELOCATION OF TELEPHONE OR GAS LINES BY THE UTILITY COMPANIES 6. THE CONTRACTOR SHALL PROVIDE SAFE, SUFFICIENT, AND PROPER FACILITIES AT ALL TIMES FOR THE INSPECTION OF THE WORK BY THE OWNER, ENGINEER, AND ALL APPROPRIATE GOVERNMENTAL AND REGULATORY AGENCIES. 7. THE PROJECT SHALL BE CONSTRUCTED TO COMPLY WITH THE FBC 2010. RESIDENTIAL, FOR STRUCTURAL DESIGN LOADS INCLUDING APPLICABLE WINDLOADS AND UPLIFT, AND ADOPTED AMENDMENTS AS REQUIRED BY CITY ORDINANCE. DESIGN PRESSURES ARE PROVIDED ON SHEET S-4, CONTRACTOR SHALL CERTIFY THAT ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. INDICATES EXISTING GRADE NAVO \ 0 0 planter � q �\ ` 12'-2" 9.4 0" 1' 9� ='4' 14'-1" 4 7' /2" 37-4„ 16-411 .----------------------------- \\\ 1076 s.f. / ` 10.5 1 \ GRAVEL DRIV i f ` WITH 6" CONCR1 \ BORDER _01-11 8 --� i RETENTION AREA B I I 1 278 S.F. I \ �� I 180 s f. I I I \ .6 ��o I 9' o" 1 1 i I 11.0 ��5 9.1 I 1 19.5 9'-01 1 OBJ w- I i i i I 9.89.7 \ I 1 I I 8.7 9' 6„ i ?�4S29 12" PALM FINAL OUTFALL TO 9QF \ \� / RIGHT OF WAY SITE PLAN \\ CONCRETE APRON OFFICE 1" = 10'-0" WITH TOOLED EDGE COP NORTH r SELVA MARINA CIRCLE ISE Y IS1ON BP# RPS !) - 013 3' DATE _/0 / 10 / !7 SIGNED m'�___ WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 STRUCTURAL NOTES DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014. WIND DESIGN PER ASCE 7-12. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED." LIVE LOADS UNIFORM LIVE LOADS: ROOF 20 PSF 0 40 PSF ELEVATED DECKS 60 PSF WIND LOAD DESIGN CRITERIA: TOP OF PAVERSrhL oEo IMPORTANCE FACTOR I OCCUPANCY CATEGORY EL. 1T-6" I Lu II EXPOSURE 'D' MEAN ROOF HEIGHT ---------------------- I - - - --------1 ¢ .25/12 (1.2 DEGREES) w +0.18/-0.18 COMPONENT AND CLADDING 0I WINDOW/DOOR PRESURE: Q1 c15 STORM RETENTION NOTES: LL TOP OF S'_AB 0 co „�- - - co w Ye I Lu m 39" X 3 TALLOW 2.7 I------ I - a 12.E 0 o ZU O I W � Q " W :E u- 0o 11 a _ �� �o TOP OF SLAB EL. 14'-5112" X12' S" TOP OF SLAB w<Ji1 � p 0 oU-1 I C11 100 11.7 _______ Z N oo 13" PALMSLAB 10 o `n �\ 12'-0" , 12'-0" � q �\ ` 12'-2" 9.4 0" 1' 9� ='4' 14'-1" 4 7' /2" 37-4„ 16-411 .----------------------------- \\\ 1076 s.f. / ` 10.5 1 \ GRAVEL DRIV i f ` WITH 6" CONCR1 \ BORDER _01-11 8 --� i RETENTION AREA B I I 1 278 S.F. I \ �� I 180 s f. I I I \ .6 ��o I 9' o" 1 1 i I 11.0 ��5 9.1 I 1 19.5 9'-01 1 OBJ w- I i i i I 9.89.7 \ I 1 I I 8.7 9' 6„ i ?�4S29 12" PALM FINAL OUTFALL TO 9QF \ \� / RIGHT OF WAY SITE PLAN \\ CONCRETE APRON OFFICE 1" = 10'-0" WITH TOOLED EDGE COP NORTH r SELVA MARINA CIRCLE ISE Y IS1ON BP# RPS !) - 013 3' DATE _/0 / 10 / !7 SIGNED m'�___ WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 STRUCTURAL NOTES DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014. WIND DESIGN PER ASCE 7-12. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED." LIVE LOADS UNIFORM LIVE LOADS: ROOF 20 PSF FLOOR 40 PSF ELEVATED DECKS 60 PSF WIND LOAD DESIGN CRITERIA: ASCE 7-12 ULTIMATE WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 OCCUPANCY CATEGORY II (RESIDENTIAL) RISK CATEGORY. II EXPOSURE 'D' MEAN ROOF HEIGHT 30.0 FT ROOF PITCH .25/12 (1.2 DEGREES) INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18/-0.18 COMPONENT AND CLADDING WINDOW/DOOR PRESURE: SEE SCHEDULE ON SHEET 8.15 STORM RETENTION NOTES: LOT AREA: 16,704 S.F. PRE DEVELOPMENT RUNOFF VOLUME: IMPERVIOUS: 4,505 S.F. PERVIOUS: 12,199 S.F. POST DEVELOPMENT RUNOFF VOLUME: IMPERVIOUS: 8,132 S.F. PERVIOUS: 8,572 S.F. REQUIRED TREATMENT VOLUME: 2,249 CU. FT. RETENTION AREA A: 2,604 CU. FT. RETENTION AREA B: 2,272 CU. FT. TOTAL RETENTION PROVIDED: 4,876 CU. FT. RETENTION EXCEEDS REQUIREMENT. THE UPPER RETENTION IS INTENDED TO HOLD RUNOFF FROM PART OF THR DRIVEWAY AND ROUGHLY ONE THIRD OF THE ROOF. THE LOWER RETENTION AREA HOLDS EXCESS RUNOFF FROM THE UPPER AREA PLUS MOST OF THE DRIVEWAY AND ROUGHLY TWO THIRDS OF THE ROOF RUNOFF. 3UILDING HEIGHT DETERMINATION: THE AVERAGE SITE GRADE WAS DETERMINED BY BOATWRIGHT AND ASSOCIATES LAND SURVEYORS IN THEIR FILE NUMBER 2017-1336 DATED SEPTEMBER 20, 2017 AS 12.58' NAVD 1988. THIS ALLOWS THE MAX BUILDING HEIGHT TO BE 47.58'. THE BUILDING HEIGHT IS 45.79', 1.79' BELOW THE ALLOWED MAXIMUM. OCT - 2 2017 REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 1.1 SITE NEW RESIDENCE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA SITE PLAN 1.1 NEW RESIDENCE TODD & CHRISTY UDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA LIST OF DRAWINGS: 1.1 SITE PLAN 1.2 SITE DEMOLITION AREAS PLAN 1.3 SITE AREAS PLAN 2.1 FIRST FLOOR PLAN 2.2 SECOND FLOOR PLAN 2.3 FIRST FLOOR ROOF PLAN 3.1 SCHEDULES AND DETAILS 3.2 DOOR AND WINDOW DETAILS 3.3 FLASHING DETAILS 4.1 EXTERIOR ELEVATIONS 4.2 EXTERIOR ELEVATIONS 5.1 WALL SECTIONS 5.2 WALL SECTIONS 5.3 WALL SECTIONS 5.4 WALL SECTIONS 5.5 WALL SECTIONS 5.6 WALL SECTIONS 6.1 INTERIOR ELEVATIONS 6.2 INTERIOR ELEVATIONS 6.3 INTERIOR ELEVATIONS 6.4 INTERIOR ELEVATIONS OUTLINE SPECIFICATIONS 1. GENERAL REQUIREMENTS UTILITIES CONTRACTOR SHALL MAKE PROVISIONS FOR TEMPORARY POWER, WATER AND SECTIONS PHONE SERVICES. SAFETY CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING AND MAINTAINING SAFETY WALL PRECAUTIONS FOR PROTECTION OF WORKERS, MATERIALS, EQUIPMENT AND SITE. STRUCTURAL CONTRACTOR SHALL MAINTAIN INSURANCE COVERAGE FOR LIABILITY, WORKE2'S INSURANCE COMPENSATION, PROPERTY INSURANCE AND ANY OTHER COVERAGE REQUIRED SECTIONS BY LAW OR STATUTE. 8.12 CONTRACTOR SHALL REQUEST AND OBTAIN APPROVAL FOR CHANGES IN CHANGES IN WORK MATERIALS, PRODUCTS, EQUIPMENT OR SYSTEMS OF CONSTRUCTION FROM THE DOENTIONAREA ONI RETENTION AREA ARCHITECT AND/OR OWNER. 2. SITE WORK TO SITE CLEARING CONTRACTOR SHALL MAINTAIN SITE AND BUILDING IN A CLEAN AND ORDERLY LEVEL 5,1/2" GYPSUM WALLBOARD SMOOTH WALLS & CEILINGS; M.R. 1/2" GWB MANNER AND SHALL PROVIDE DUMPSTER. CONTRACTOR SHALL NOTIFY IN BATHS; CEMENT BACKER BOARDS IN SHOWERS & WALLS & ON FRAME ARCHITECT UPON DISCOVERY OF ANY SITE STRUCTURAL CONDITIONS REQUIRING FLOORS WITH TILE REDESIGN OF THE SUPPORT SYSTEM. SEWER & WATER WATER AND SEWER ARE AVAILABLE. TERMITE CONTROL TERMITICIDE WITH PREMISE PRO AS ACTIVE INGREDIENT DRIVEWAY 4" CONCRETE, 3,000 P.S.I., BRICK BORDER, SEE SITE PLAN WALKS 4" CONCRETE, 3,000 P.S.I. LANDSCAPING NOT INCLUDED 3. CONCRETE COUNTER TOPS CONCRETE 3,000 PSI MOISTURE BARRIER 6 MIL POLYETHYLENE REINFORCEMENT ASTM A615, GRADE 60 SLAB REINFORCEMENT 6 X 6 W1.4 X W1.4 WWF, ASTM A185 4. MASONRY 39" X 3 TALLOW CMU ASTM C90, GRADE N-1 WITH TYPE'S' MORTAR REINFORCED MASONRY W/ GROUT / 15.0 FILL, 3,000 P.S.I. 5. METALS q F SLAB STRUCTURALSTEEL ASTM A992 6. WOOD AND PLASTIC REFRIGERANT PIP°NG FLOOR FRAMING SYP #2 FLOOR SHEATHING 23/32" ADVANTECH FLOORING. 24" SPAN PERFORMANCE RATING STRUCTURAL 1 WALL FRAMING SPF #2 UNLESS NOTED OTHERWISE PLATES ON CONCRETE P.T. SYP #2 WALL SHEATHING 1/2" APA RATED SHEATHING ROOF FRAMING SYP #2 ROOF SHEATHING 3/4" APA RATED SHEATHING EXT. TRIM 1 1/2" SMOOTH HARDIE ARTISAN TRIM PORCH RAILINGS SAPELE OR EQUAL HARDWOOD TOP HANDRAILS WITH #1 SYP P.T. BALUSTERS. SOFFITS 1X6 T&G PAINTED AZEK OR EQUAL. FASCIA, FRIEZE 1 1/2" SMOOTH HARDIE ARTISAN TRIM FRIEZE INTERIOR MILLWORK SEE INTERIOR DESIGNER ALLOWANCES WOOD CABINETS SEE INTERIOR DESIGNER ALLOWANCES CABINET HARDWARE SEE INTERIOR DESIGNER ALLOWANCES STAIR TREADS 11/2" PINE SOLID TREADS. 7. THERMAL AND MOISTURE PROTECTION ROOF GAF HYDROSTOP UNDERLAYMENT 3/4" CDX PLYWOOD ROOF FLASHING MATCH ROOF COLOR EAVE DRIP SMALL EAVE DRIP 1 1/2" FACE, MATCH ROOF COLOR. SEALANTS 50 YEAR SILICONIZED LATEX FOR PAINTED MATERIAL ROOF INSULATION 5 1/2" ICYNENE OR EQUIVALENT OPEN CELL SPRAY -ON FOAM INSULATION WALL INSULATION R-19 FIBERGLASS BATT AT ALL EXTERIOR WALLS & ANY INTERIOR WALLS INDICATED FOR SOUND INSULATION HOUSE WRAP TYVEK COMMERCIAL WRAP S2�°1336 E �� 12" PALM , ✓ 12.8 ✓ ✓ 3,_2„ ✓12.9 \ / A 7.1 FIRST FLOOR ELECTRICAL PLAN \. 07 S.F. 12 7.2 SECOND FLOOR ELECTRICAL PLAN \ '-9° .9 1 z 8.1 FOUNDATION PLAN \, 8.2 SECOND FLOOR AND \I I GRAVEL DRIV ` WITH 6" 12.7 12.6 1?.1 11.8 (S06°22'36"E 110.04' FIELD) S06°18'00"E 109.98' 16" LIVE OAK 19" LIVE OAK _ _ _ ---__ 1�L' _ _ 131'__-_-___ _ _ 2 PALM 12" PALM _ - - - - - - - _ ✓ - 13'-3" ------ --- ------ ----- -- ------------------------- ' 12.8 12.6 % 832 S.F. N. 13 4 13'-3" -^�'- 2 3w-,��2`e`=_100 S.F. 13.0 -------- RETENTION AREA A ------------ 2 6" 3' 1" 13' 2" "� 19 13.1 0J, 3 o ' CONCRETE DRIVE _ � 13'-3" ��� � 13'-1" ^ WITH TO DLED EDGE 13'-1" I i 13 ti'' 24" LIVE OAK 12'4" 50'-0" ------------------4`- `----�`,8"`-ii"-_3`�"�8"-----•----t7`6"---- 7'-10„ IT- " 14'-8" 8'-0" 27'-4" 13. 13.3 i UNDERGROUND PVC G 12.813. 13.3 I I DRAIN LINE TO ATTACH -------- -- - - ------ -------------------------- -----------------------------------------------II 44 Ti /lk T 0 P OF PQAS CATCH 13'-5" ; I 13 7 11 - t BASIN ! I Iii 11 02 ISE IRS TO OO F E ; i 1 RETENTION AREA 11 L. 13' " III, ---- ----------- I 1 1 I I I - 12.9 111 113.1 TOP OF SLAB 13 3 i 13. 1 EL. 13'-8 1/2" 13.7 CONCRETE 60 FIRST FLOOR ROOF FRAMING PLAN \, ORDER X1.3 8.3 SECOND FLOOR ROOF FRAMING PLAN \, I 00 I 8.4 FIRST LEVEL SH EARWALL FRAMING, PLAN \, N 8.5 SECOND LEVEL SHEARWALL FRAMING PLAN \, 8.6 SH EARWALL DETAILS \, I 8.7 STRUCTURAL WALL SECTIONS \, 8.8 STRUCTURAL WALL SECTIONS \, 8.9 STRUCTURAL WALL SECTIONS 8.14 8.10 ;STRUCTURAL WALL SECTIONS STRUCTURAL 8.11 STRUCTURAL WALL SECTIONS UNDERGROUND PVC DRAIN LINE TO ATTACH 8.12 STRUCTURAL WALL SECTIONS DOENTIONAREA ONI RETENTION AREA 8.13 STRUCTURAL MISCELLANEOUS DE AILS 8.14 STRUCTURAL THREADED ROD DETAILS AND NOTES 8.15 STRUCTURAL NOTES AND SCHEDU ES 8. DOORS, WINDOWS & FINISH HARDWARE INTERIOR DOORS PAINT GRADE WOOD OR MDF, TWO PANEL, FIAT PANEL, TRADITIONAL STICKING, TOP OF SLAB TIMBERLAND OR EQUAL. SEE SCHEDULE. EXTERIOR FRENCH DOORS INTEGRITY TEMPERED GLASS, THREE-POINT LOCKING SYSTEM, SEE SCHEDULE, ti I $10,000 ALLOWANCE FOR FRONT DOOR STAIN GRADE, SOLID HARDWOOD WINDOWS INTEGRITY !;LAD WOOD, PRIMED INTERIOR, CLEAR LOW E3 GLAZING, SIMULATED i DIVIDED LP ES W/ SPACER BAR, CHARCOAL FIBERGLASS SCREEN, FRAME TO EL. 1I T-10" MATCH CLADDING GARAGE DOORS EQUAL TO r:LOPAY AVANTE SERIES WITH FROSTED GLASS FINISH DOOR HARDWARE SEE INTERIOR DESIGNER SPECIFICATIONS 9. FINISHES 1 TOP OF SLAB EL, 14'-41/2" H BRICK QUEEN SIZE BRICK. SMOOTH TEXTURE TO BE PAINTED. ALLOW $300 PER TO THOUSAND GYPSUM WALLBOARD LEVEL 5,1/2" GYPSUM WALLBOARD SMOOTH WALLS & CEILINGS; M.R. 1/2" GWB EL. 13'-9112" IN BATHS; CEMENT BACKER BOARDS IN SHOWERS & WALLS & ON FRAME zo N FLOORS WITH TILE PAINTING EXTERIOR TRIM: SEMI GLOSS L4TEX ENAMEL, SEE FINISH SCHEDULE FOR Ir:TERIOR, BENJAMIN MOORE, TYPICAL WOOD FLOORING SEE INTERIOR DESIGNER'S SPECIFICATIONS TILE SEE INTERIOR DESIGNER'S ALLOWANCES CARPET SEE INTERIOR DESIGNER'S ALLOWANCES SHOWER ENCLOSURES FRAMELESS GLASS COUNTER TOPS SEE INTERIOR DESIGNER'S ALLOWANCES 15A. AIR CONDITIONING �o .; .., SYSTEM TYPE SPLIT SYSTEM HEAT PUMPS MANUFACTURER/EQUIPMENT TRANE 4TWR 50 XR15 SERIES CONDENSING UNITS, 4 TEE ENHANCED MODE VARIABLE SPEED AIR HANDLERS, HONEYWELL VISION PRO 8000 DIGITAL 39" X 3 TALLOW PROGRAMMABLE THERMOSTATS & APRIL AIR 2210 HIGH -EFFICIENCY FILTER. SEER RATING 15.0 DUCT WORK TRUNK LINES SHEET METAL INSULATED W/ R6 DUCT WRAP & MASTIC SEALED, FLEX q F SLAB DUCT FROM MAIN TRUNK TO DIFFUSER. DRAIN LINES SCHEDULE 40 PVC INSULATED W/ 1/2" ARMOR FLEX, INSIDE BUILDING INSULATED REFRIGERANT PIP°NG W/ 3/4" ARMOR FLEX SUPPLY DIFFUSERS ALUMINUM OPPOSED BLADE, HART & COOLEY CHD1 RETURN GRILLES EXTRUDED ALUMINUM FILTER -BACK OVERFLOW PANS UNITS ABOVE FIRST FLOOR SHALL HAVE 3" DEEP, 22 GA. WELDED AUXILLIARY OVERFLOW PAN WI SAFETY FLOW SWITCH 15B. PLUMBING WATER SUPPLY LINES PEX SYSTEM WITH MANIFOLD FOR SEPARATE CONTROL. DWV LINES SCHEDULE 40 PVC WATER HEATERi, GAS TANKLESS WATER TREATMENT WATER SOFTENER GAS LINES YES FIXTURES & FITTING'S SEE INTERIOR DESIGNER SPECIFICATIONS WATER SUPPLY CITY WATER ON SITE SEWER SERVICE CITY SEWER AVAILABLE AT RIGHT OF WAY 16. ELECTRICAL_ � SERVICE SIZE 400A SUBPANELS YES CONNECTION TO STRUCTURE UNDERGROUND DECORATIVE LIGHTING SEE INTERIOR DESIGNER SPECIrICATIONS ALL OTHER LIGHTING PER ELECTRICAL SCHEDULE, SHEET 7.1, WIRING & INSTALLATION BY CONTRACTOR UTILITY COMPANY JACKSONVILLE ELECTRIC AUTHORITY SECURITY SYSTEM YES AUDIO VISUAL SYSTEMS YES, ($20,000 TCTAL WIRING FOR TELEPHONE, INTERCOM, CABLE TV PACKAGE ALLOWANCE). CENTRALVAC NO GENERATOR YES SATELLITE NO DEVICES LEVITONTO)GGLE SWITCH WITH INCLUDED SLIDE DIMMER WHERE SHOWN. WHITE G o ■ ■ "n 1 ■ ■ °s N i 125 ; 1-10 1 125 ' ■ 13 Z ■ 1 PROJECT LOCATION MAP NOT TO SCALE TOP OF SLAB C? I o EL. 13'-9 1/2" planter I CONCRETE DRIVE TOP OF SLAB LLM ti I EL. 13'-11" WITH TOOLED EDGE TOP OF SLAB i EL. 1I T-10" EL. 14'-51/2" I Vjb TOP OF SLAB 1 TOP OF SLAB EL, 14'-41/2" H TOP OF SLAB TO EL. i5' 0" 13.3 EL. 13'-9112" zo N a I I 13.1 3.5 TOP OF SLAB 13.0 I -- '------------- --- EL. 13'-81/2„ CATCH �o .; .., I- WITH 36" SPACE i1 39" X 3 TALLOW I ----- 1 1 I BETWEEN. \ q F SLAB 12.7 1 3 -61/2" I � 13__ .5 14'-6" T-10 , `4------------------ _______________ ______ _ __ 13'-5" \ -" 6 planter ��. .',J i � 11 11 I ` CONCRETE DRIVE INN, I LLM ti I WITH TOOLED EDGE TOP OF COPING EL. 1I T-10" \ I C? TO FPAVERS zo N EL. I I 13.1 WOOD DECK I DOUBLE FENCE N CATCH I- WITH 36" SPACE B SIN II I I 39" X 3 TALLOW I ----- 1 1 I BETWEEN. \ q F SLAB 12.7 1 3 -61/2" , --124' Ii 13.3 v planter 0 I a o I o 11 � II II TOP OF PAVERS o I I 12.7 I --------- ----------- --- --------------------- �_- Q_ w \ TOP OF SLAB LL j TOP O�SLA183 \ o EL. 44 1r2- { iii W 0 w m o W 12.E Z o�f U � LLI 0,13" PALM 212 In 0 SLAB Q v 11.7 H ��� 10 12'-0" 0 -1 0 I LL cn o� W Z o h ao6 6" w D co I a 13: TOP OF SLAB uj .3 , I T, clio z `\ 12'-2" o z" 1 9 214' 14'-1" '-4' 7'-1 /2" W c " 130 v PROJECT LOCATION GENERAL NOTES: 1. ANY AND ALL DEVIATIONS FROM SPECIFIED PRODUCTS MUST BE APPROVED BY THE ARCHITECT. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST AND MUD ASSOCIATED WITH THE WORK OF THIS PROJECT. EROSION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND METHOD USED SHALL MINIMIZE ADVERSE ENVIRONMENTAL EFFECTS, PER FDOT SPECIFICATIONS, SECTION 104. 3. ALL PROPOSED CONSTRUCTION SHALL BE PURSUANT TO INFORMATION SHOWN ON THESE PLANS AND LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING WORK EXCAVATION IN THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE CAREFULLY PERFORMED, BY HAND. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO, AND FOR PROPER MAINTENANCE PROTECTION OF, EXISTING UTILITIES AND STRUCTURES DURING THE CONSTRUCTION PROCESS. THE CONTRACTOR SHAI L BE PLIABLE FOR ANY COSTS ASSOCIATED WITH THE RELOCATION OF TELEPHONE OR GAS LINES BY THE UTILITY COMPANIES. 6. THE CONTRACTOR SHALL PROVIDE SAFE, SUFFICIENT, AND PROPER FACILITIES AT ALL TIMES FOR THE INSPECTION OF THE WORK BY THE OWNER, ENGINEER, AND ALL APPROPRIATE GOVERNMENTAL AND REGULATORY AGENCIES. 7. THE PROJECT SHALL BE CONSTRUCTED TO COMPLY WITH THE FB: 2010. RESIDENTIAL, FOR STRUCTURAL DESIGN LOADS INCLUDING APPLICABLE WINDLOADS AND UPLIFT, AND ADOPTED AMENDMENTS AS REQUIRED BY CITY ORDINANCE. DESIGN PRESSURES ARE PROVIDED ON SHEET S-4, CONTRACTOR SHALL CERTIFY THAT ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. INDICATES EXISTING GRADE NAVD WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 STRUCTURAL NOTES DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014, WIND DESIGN PER ASCE 7-12. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED." LIVE LOADS UNIFORM LIVE LOADS: ROOF 20 PSF FLOOR 40 PSF ELEVATED DECKS 60 PSF WIND LOAD DESIGN CRITERIA: ASCE 7-12 ULTIMATE WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 OCCUPANCY CATEGORY II (RESIDENTIAL) RISK CATEGORY. it EXPOSURE 'D' MEAN ROOF HEIGHT 30.0 FT ROOF PITCH .25/12 (1.2 DEGREES) INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.181-0.18 COMPONENT AND CLADDING WINDOW /DOOR PRESURE: SEE SCHEDULE ON SHEET 8.15 STORM RETENTION NOTES: LOT AREA: 16,704 S.F. PRE DEVELOPMENT RUNOFF VOLUME: IMPERVIOUS: 4,505 S.F. PERVIOUS: 12,199 S.F. POST DEVELOPMENT RUNOFF VOLUME: IMPERVIOUS: 8,132 S.F. PERVIOUS: 8,572 S.F. REQUIRED TREATMENT VOLUME: 2,249 CU. FT. RETENTION AREA A: 2,604 CU. FT. RETENTION AREA B: 2,272 CU. FT. TOTAL RETENTION PROVIDED: 4,876 CU. FT. RETENTION EXCEEDS REQUIREMENT. THE UPPER RETENTION IS INTENDED TO HOLD RUNOFF FROM PART OF THR DRIVEWAY AND ROUGHLY ONE THIRD OF THE ROOF. THE LOWER RETENTION AREA HOLDS EXCESS RUNOFF FROM THE UPPER AREA PLUS MOST OF THE DRIVEWAY AND ROUGHLY TWO THIRDS OF THE ROOF RUNOFF. BUILDING HEIGHT DETERMINATION: THE AVERAGE SITE GRADE WAS DETERMINED BY BOATWRIGHT AND ASSOCIATES LAND SURVEYORS IN THEIR FILE NUMBER 2017-1336 DATED SEPTEMBER 20, ^_017 AS 12.58' NAVD 1988. THIS ALLOWS THE MAX BUILDING HEIGHT TO BE 47.58'. THE BUILDING HEIGHT IS 45.79', 1.79' BELOW THE ALLOWED MAXIMUM. r11^T - 2 2017 _{JV_ 7„ `GRAVEL ITH 6" CO11=11 I RETENTION AREA B II I \ 278 S.F. I 6 �� Y i --- 80 s.f. I 1 � 10 -B" 5�I I 11.0 11'-0" �� 9.1 � I 19.5 � m� 5 t I 9'-0" - 10.8 , I \ 9.8 I I 9'7 REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 8.7 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: 4S" 12" PALM FINAL OUTFALL. TO 400,?9F \. / RIGHT OF WAY WAL \ DRAWING FILE: \� BUDNICK 1.1 SITE SITE PLAN \' \ �, CONCRETE APRON NEW RESIDENCE 1" = 10'-0" WITH TOOLED EDGE B U D N I C K NORTH SELVA MARINA CIRCLE 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA OCT ? '017 SITE PLAN PUBLIC WORKS ()APPROVED { } DENIED { } NOT APPLICABLE TO DEPT LLM ti I 1 9 TOP OF COPING EL. 1I T-10" T-0" TO FPAVERS 1 EL. 9" 13.1 WOOD DECK I DOUBLE FENCE N I- WITH 36" SPACE POOL / I BETWEEN. OF q F SLAB 1 3 -61/2" , 13.3 v planter 0 a o I o 11 7r TOP OF PAVERS o I I EL. 13'-6" --------- ----------- --- --------------------- �_- Q_ w Q I LL j TOP O�SLA183 o EL. 44 1r2- { iii W 0 w m W 12.E Z o�f U � LLI W cf) Q jjII�II1 H U W w 0 -1 0 I LL cn o� W Z o h ao6 6" w D co I a 13: TOP OF SLAB uj p , I T, clio z 1 c� J U) co U) 0 0 - -- - ------ -- ---- -- -- ---------------------- 12'-0" J 9.4 3T-4" 16_4" _-----------�� 9 1 n"76 s.f. - -------- --- 4- 10.5 WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 STRUCTURAL NOTES DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014, WIND DESIGN PER ASCE 7-12. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED." LIVE LOADS UNIFORM LIVE LOADS: ROOF 20 PSF FLOOR 40 PSF ELEVATED DECKS 60 PSF WIND LOAD DESIGN CRITERIA: ASCE 7-12 ULTIMATE WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 OCCUPANCY CATEGORY II (RESIDENTIAL) RISK CATEGORY. it EXPOSURE 'D' MEAN ROOF HEIGHT 30.0 FT ROOF PITCH .25/12 (1.2 DEGREES) INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.181-0.18 COMPONENT AND CLADDING WINDOW /DOOR PRESURE: SEE SCHEDULE ON SHEET 8.15 STORM RETENTION NOTES: LOT AREA: 16,704 S.F. PRE DEVELOPMENT RUNOFF VOLUME: IMPERVIOUS: 4,505 S.F. PERVIOUS: 12,199 S.F. POST DEVELOPMENT RUNOFF VOLUME: IMPERVIOUS: 8,132 S.F. PERVIOUS: 8,572 S.F. REQUIRED TREATMENT VOLUME: 2,249 CU. FT. RETENTION AREA A: 2,604 CU. FT. RETENTION AREA B: 2,272 CU. FT. TOTAL RETENTION PROVIDED: 4,876 CU. FT. RETENTION EXCEEDS REQUIREMENT. THE UPPER RETENTION IS INTENDED TO HOLD RUNOFF FROM PART OF THR DRIVEWAY AND ROUGHLY ONE THIRD OF THE ROOF. THE LOWER RETENTION AREA HOLDS EXCESS RUNOFF FROM THE UPPER AREA PLUS MOST OF THE DRIVEWAY AND ROUGHLY TWO THIRDS OF THE ROOF RUNOFF. BUILDING HEIGHT DETERMINATION: THE AVERAGE SITE GRADE WAS DETERMINED BY BOATWRIGHT AND ASSOCIATES LAND SURVEYORS IN THEIR FILE NUMBER 2017-1336 DATED SEPTEMBER 20, ^_017 AS 12.58' NAVD 1988. THIS ALLOWS THE MAX BUILDING HEIGHT TO BE 47.58'. THE BUILDING HEIGHT IS 45.79', 1.79' BELOW THE ALLOWED MAXIMUM. r11^T - 2 2017 _{JV_ 7„ `GRAVEL ITH 6" CO11=11 I RETENTION AREA B II I \ 278 S.F. I 6 �� Y i --- 80 s.f. I 1 � 10 -B" 5�I I 11.0 11'-0" �� 9.1 � I 19.5 � m� 5 t I 9'-0" - 10.8 , I \ 9.8 I I 9'7 REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 8.7 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: 4S" 12" PALM FINAL OUTFALL. TO 400,?9F \. / RIGHT OF WAY WAL \ DRAWING FILE: \� BUDNICK 1.1 SITE SITE PLAN \' \ �, CONCRETE APRON NEW RESIDENCE 1" = 10'-0" WITH TOOLED EDGE B U D N I C K NORTH SELVA MARINA CIRCLE 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA OCT ? '017 SITE PLAN PUBLIC WORKS ()APPROVED { } DENIED { } NOT APPLICABLE TO DEPT ROOF SLOPES 1/4" PER FOOT - M M 1 1/2" COPPER EAVE DRIP — HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) CEDAR V -JOINT SOFFIT CONT. 1 1/2" HARDIE TRIM AT SOFFIT 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND — CONT HARDIE TRIM SUB -SILL - ALL AROUND HOUSE 2X4 SMOOTH HARDIE TRIM AT - ALL OPENINGS 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) PAINTED SLOPING BRICK ROWLOCK CAP PAINTED QUEEN BRICK - VENEER AT BASE MEMBRANE ROOFING THROUGH WALL FLASHING AT BRICK ROOF PENETRATIONS (TYP) 1 1/2" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC - SIDING (SMOOTH) ALLOWED MAX HEIGHT YYYY CEDAR V -JOINT SOFFIT rllll.3 IRV TOP OF HIGHEST PART OF ROOF 5.4 5.6 1 1/2" COPPER EAVE DRIP CONT. 1 1/2" HARDIE TRIM - - ROOF TRUSS HARDIE ARTISAN V -RUSTIC AT SOFFIT BEARING SIDING (SMOOTH) "v - PAINTED QUEEN SIZE -- FROSTED BRICK VENEER =_-: GLASS 1 5.3 CONT. 1X TRIM AT SOFFIT SLOPING BRICK ROWLOCK AT SILL - _- PAINTED QUEEN SIZE ----- -- - 1 1 2 3 1 5.1 5.5 5.1 5.1 1,5.2 GAF HYDROSTOP LIQUID APPLIED ROOFING. ON 3/4" CDX PLYWOOD SHEATHING 1 1/2" COPPER EAVE DRIP 6" COPPER GUTTER - HARDIE ARTISAN V -RUSTIC SIDING H CEDAR V JOINT SOFFIT -- CONT. 1 1/2 " HARDIE TRIM, AT SOFFIT 3/4" FINISH GRADE -_----__-_-_ _ EXTERIOR PLYWOOD BAND - CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE - — -- 2X4 SMOOTH HARDIE TRIM AT 2 - 4O L ALL OPENINGS 5.2 1X12 SHIPLAP CEDAR 36" 1131 METAL RAIL. -- HORIZONTAL SIDING (STAINED) SEE C El ALS CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) FLASHING - EL. 47'-7" ALLOWED MAX HEIGHT YYYY rllll.3 IRV TOP OF HIGHEST PART OF ROOF 5.4 5.6 1 1/2" COPPER EAVE DRIP ROOF TRUSS HARDIE ARTISAN V -RUSTIC BEARING SIDING (SMOOTH) "v - M m BOTTOM TRUSS AZEK V -JOINT SOFFIT CONT. 1X TRIM AT SOFFIT PAINTED QUEEN SIZE ----- -- - co BRICK VENEER - ---- -- - - 0 STAINLESS STEEL FRAME -- -_ 5.5 AND CABLE HANDRAIL. 36" HIGH ;, TOP SUBFLOOR _ - �, 1 1/2" COPPER EAVE DRIP HI cl) cn o FLOOR TRUSS HARDIE ARTISAN V -RUSTIC BEARING SIDING (SMOOTH) N BOTTOM TRUSS IN[ WEST ELEVATION 1/4" = V-0" METAL CAP GAF HYDRO OP LIQUID APPLI D ROOFING.O 3/4" CDX PLYWOC D SHEATHING 1 1/2" COPPE EAVE DRIP_ 0 2si N 6" COPPER G JTTf COPPER DOWNSPOU CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE COPPER DOWNSPOUT 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) SLOPING BRICK ROWLOCK AT BRICK BASE CAP PAINTED QUEEN SIZE BRICK VENEER WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES —__— WOOD FRAME CHIMNEY WITH BRICK VENEER WILLIAM A. LEUTHOLD AR8902 METAL ROOFING AT BRICK --- ---- PIERS ON ROOF - STAINLESS STEEL FRAME AND CABLE HANDRAIL. ` 36" HIGH FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 �Fr� Ff�— \ TOP FOOTING GRADE ------------------- ----- RS 10 IN ------------------------- EV BOTTOM FOOT ",G EL. 9'-4" - SOUTH ELEVATION BP# 11 , i't 3 DATE 10 / / O I 1/4" = V-0" SIGNED DRAWN BY: DATE: APPROVED BY. WAL DRAWING FILE: BUDNICK 4.1 ELEV NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4.1 ROOF SLOPES 1/4" PER FOOT - M M 1 1/2" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) CEDAR V -JOINT SOFFIT CONT. 1 1/2" HARDIE TRIM AT SOFFIT 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND — CONT HARDIE TRIM SUB -SILL All AROUND HOUSE 2X4 SMOOTH HARDIE TRIM AT - ALL OPENINGS 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) PAINTED SLOPING BRICK ROWLOCK CAP PAINTED QUEEN BRICK - VENEER AT BASE MEMBRANE ROOFING 1 5.1 THROUGH WALL FLASHING AT BRICK ROOF PENETRATIONS (TYP) 1 1/2" COPPER EAVE DRIP - HARDIE ARTISAN V -RUSTIC 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND 1 1/2" COPPER EAVE DRIP - -- ROOF TRUS:; HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) ------- - - - ----- -- -CEDAR SIDING (SMOOTH) 1:1 F_ m BOTTOM TRUSS CEDARV -JOINT SOFFIT CONT. 1X TRIM AT SOFFIT - PAINTED QUEEN SIZE CONT. 1 1/2" HARDIE TRIM Ll STAINLESS STEEL FRAME _ AND CABLE HANDRAIL. - AT SOFFIT PAINTED QUEEN SIZE __ ___ _ FROSTED N TOP SUBFLOOR 1? - BRICK VENEER GLASS - - -- o FLOOR TRUSS HARDIE ARTISAN V -RUSTIC - 515 51 51 101111 MILMMILM-linim Em �m I 1 - - 5.3 OQ [4:0] =_ O 36" I ETAL RAIL. - -- - SE ALS -- SLOPING BRICK ROWLOCK - AT SILL -- - -- - IL --- -- - M EL. 47'-7" ALLOWED MAX HEIGHT Y.� TOP OF HIGHEST PART OF ROOF 1 5.4 1� I 512 GAF HYDROSTOP LIQUID APPLIED ROOFING. ON 3/4" CDX PLYWOOD SHEATHING 1 1/2" COPPER EAVE DRIP 6" COPPER GUTTER HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) CEDAR V -JOINT SOFFIT CONT. 1 1/2" HARDIE TRIM AT SOFFIT 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE 2X4 SMOOTH HARDIE TRIM AT yll2 ALL OPENINGS 52 __- 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) CONT HARDIE TRIM SUB -SILL GAF HYDROE TOP ALL AROUND HOUSE LIQUID APPLI ED ROOFING. ON 3/4" 1X12 .SHIPLAP CEDAR CDX PLYWOC D HORIZONTAL SIDING (STAINED) SHEATHING 1 1/2" COPPE -�� EAVE DRIP - 0 r 6" COPPER G JTTE COPPER 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND 1 1/2" COPPER EAVE DRIP - -- ROOF TRUS:; HARDIE ARTISAN V -RUSTIC O BEARING SIDING (SMOOTH) 1:1 F_ m BOTTOM TRUSS AZEK V -JOINT SOFFIT CONT. 1X TRIM AT SOFFIT - PAINTED QUEEN SIZE BRICK VENEER -- --- Ll STAINLESS STEEL FRAME _ AND CABLE HANDRAIL. - ALL AROUND HOUSE 36" HIGH N TOP SUBFLOOR 1? 1 112" COPPER EAVE DRIP - - -- o FLOOR TRUSS HARDIE ARTISAN V -RUSTIC - - -_--_ BEARING SIDING (SMOOTH) _ - _- - - BOTTOM TRUSS - - -- 1 5.4 1� I 512 GAF HYDROSTOP LIQUID APPLIED ROOFING. ON 3/4" CDX PLYWOOD SHEATHING 1 1/2" COPPER EAVE DRIP 6" COPPER GUTTER HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) CEDAR V -JOINT SOFFIT CONT. 1 1/2" HARDIE TRIM AT SOFFIT 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE 2X4 SMOOTH HARDIE TRIM AT yll2 ALL OPENINGS 52 __- 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) CONT HARDIE TRIM SUB -SILL GAF HYDROE TOP ALL AROUND HOUSE LIQUID APPLI ED ROOFING. ON 3/4" 1X12 .SHIPLAP CEDAR CDX PLYWOC D HORIZONTAL SIDING (STAINED) SHEATHING 1 1/2" COPPE -�� EAVE DRIP - 0 r 6" COPPER G JTTE COPPER 3 5.6 WEST ELEVATION 1/4" = l'-0" METAL CAP WOOD FRAME CHIMNEY -- WITH BRICK VENEER METAL ROOFING AT BRICK PIERS ON ROOF - STAINLESS STEEL FRAME AND CABLE HANDRAIL. 36" HIGH 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND -- - - - -- OEl O 1:1 F_ Ll CONT HARDIE TRIM SUB -SILL Ll _ IPE TREADS WITH STAINLESS STEcl BEAMS ALL AROUND HOUSE PIVOTED -- - DOOR -_--_ _ - AND STAINLESS STEEL COPPER DOWNSPOUT a O __ 1X12 SHIPLAP CEDAR I FRAME AND CABLE HANDRAIL AT STAIR TO 1X12 SHIPLAP CEDAR - HORIZONTAL SIDING (STAINED) LL 11 I SLOPING BRICK ROWLOCK UPPER TERRACE. -- - - AT BRICK BASE CAP PAINTED QUEEN SIZE _ - - BRICK VENEER 3 5.6 WEST ELEVATION 1/4" = l'-0" METAL CAP WOOD FRAME CHIMNEY -- WITH BRICK VENEER METAL ROOFING AT BRICK PIERS ON ROOF - STAINLESS STEEL FRAME AND CABLE HANDRAIL. 36" HIGH WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 4.1 ELEV NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4ol 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND -- - - - -- O Ll _ IPE TREADS WITH STAINLESS STEcl BEAMS - AND STAINLESS STEEL __ FRAME AND CABLE HANDRAIL AT STAIR TO 1X12 SHIPLAP CEDAR UPPER TERRACE. M HORIZONTAL SIDING (STAINED) - E PAINTED QUEEN SIZE BRICK VENEER BRICK ROWLOCKAT - SLOPING ❑ BRICK BASE CAP __ _ - - PAINTED QUEEN SIZE TOP SLAB BRICK VENEER BASE - - EL. 13'-8" TOP SLAB IN STORAGE EL. 12'-7" Y v--------------------- 0TOP AVERAGE GFADE OF LOT ------------------------ ------------------------------------------------------------------------------------------ -------------------- - - - - APPROXIMATE EXISTING ! � - -------- - - ,-L---- GRADE FOOTIN', _----- ------ ------ - - - - - ------------ ----- EL. 9'-4" -�} Y ------------- ----------- G;M;GTING SOUTH ELEVATION 1/4" = l'-0" WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 4.1 ELEV NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4ol STAINLESS STEEL FRAME AND CABLE HANDRAIL. 36" HIGH IPE TREADS WITH STAINLESS STEEL BEAMS AND STAINLESS STEEL FRAME AND CABLE HANDRAIL AT STAIR TO UPPER TERRACE. PAINTED QUEEN SIZE BRICK VENEER 0 CV 0 1 1/2" COPPER EAVE DRIP - HARDIE ARTISAN V -RUSTIC - SIDING (SMOOTH) 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND - CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE 3 5.2 2X4 SMOOTH HARDIE TRIM AT ALL OPENINGS 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) ALLOWED MAX HEIGHT EL. 47'-7" EAST ELEVATION 1/4" = 1'-0" 1 2 EL, 12'-7" AVERAGE GRADE OF LOT 1 1/2" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC TRUSS BEARING - SIDING (SMOOTH) CID rn BOTTOM TRUSS CEDAR V -JOINT SOFFIT CONT. 3/4" HARDIE TRIM AT SOFFIT AT BRICK PAINTED QUEEN SIZE BRICK VENEER 0 STAINLESS STEEL FRAME AND CABLE HANDRAIL. 36" HIGH TOP SUBFLOOR N 1 1/2" COPPER EAVE DRIP N 0 HARDIE ARTISAN V -RUSTIC FLOOR TRUSS �, SIDING (SMOOTH) BEARING BOTTOM TRUSS M ti SLOPING BRICK ROWLOCK AT BRICK BASE CAP PAINTED QUEEN SIZE BRICK VENEER BASE TOP SLAB TOP FOOTING 0 BOTTOM FOOTING 10 N BP# R&S 0- v13 8� DATE_L- / t !2 U 2_ SIGNED mom---" WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 V ' FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: WAL 8/l/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 4.2 ELEV NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4w2 METAL ROOFING AT BRICK PIERS ON ROOF STAINLESS STEEL FRAME AND CABLE HANDRAIL. — 36" HIGH PAINTED QUEEN SIZE BRICK VENEER 56 ACRYLIC FABRIC AWNING 2 1 5.6 5.6 1 112" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) CEDAR V -JOINT SOFFIT CONT. 1 1/2" HARDIE TRIM AT SOFFIT ]PETREADS WITH -__STAINLESS-STEEL 3EAI AND STAINLESS Sl EEL FRAME AND CABLE HANDRAIL AT STAT TO UPPER TERRACE. 1 1/2" COPPER EAVE DRIP = HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) 3/4" FINISH GRADE EXTERIOR PLYWOOD BAND CONT HARDIE TRIM SUB -SILL ALL AROUND HOUSE 3 5 2 2X4 SMOOTH HARDIE TRIM AT ALL OPENINGS 1X12 SHIPLAP CEDAR HORIZONTAL SIDING (STAINED) STAINLESS STEEL FRAME AND CABLE HANDRAIL. 36" HIGH IPE TREADS WITH STAINLESS STEEL BEAMS AND STAINLESS STEEL FRAME AND CABLE —_ HANDRAIL AT STAIR TO UPPER TERRACE. ------- -- - ------ - - M PAINTED QUEEN SIZE BRICK VENEER - - - - -- - - - - - - -- - 0 LllL_l FROSTED FROSTED -- j GLASS GLASS O H _ OUTD7]OOR SHOWER EAST ELEVATION 114" = 1'-0" 'w 2 5.4 5.3 ALLOWED MAX HEIGHT EL. 47'-7" AVERAGE GRADE OF LOT 1 1/2" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC TRUSS BEARING SIDING (SMOOTH) - rn BOTTOM TRUSS �— CEDAR V -JOINT SOFFIT CONT. 3/4" HARDIE TRIM AT SOFFIT AT BRICK PAINTED QUEEN SIZE BRICK VENEER M 0 STAINLESS STEEL FRAME AND CABLE HANDRAIL. 36" HIGH TOP SUBFLOOR _ N 1 1/2" COPPER EAVE DRIP cli v 0 HARDIE ARTISAN V -RUSTIC FLOOR TRUSS SIDING (SMOOTH) BEARING N BOTTOM TRUSS SLOPING BRICK ROWLOCK AT BRICK BASE CAP PAINTED QUEEN SIZE BRICK VENEER BASE TOP SLAB TOP FOOTING 0 BOTTOM FOOTING WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 W FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 912112017 DRAWN BY: DATE: WAL 8/l/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 4.2 ELEV NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA EXTERIOR ELEVATIONS 4.2 GAF HYDROSTOP LIQUID APPLIED ROOFING. ON 3/4" CDX PLYWOOD SHEATHING- 1 HEATHING1 1/2" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) ON TYVEK COMMERCIAL HOUSEWRAP ON 1/2" CDX PLYWOOD SHEATHING SMOOTH CEDAR 1X6 V -JOINT SOFFIT CONTINUOUS 1 1/2" SMOOTH HARDIE TRIM BED MOULD AT SOFFIT CONTINUOUS 1 1/2" SMOOTH HAROfE TRIM SUB SILL TO ALIGN WITH TRANSOM AND WINDOW SUBSILLS. M n GARAGE DOOR SLOPING BRICK ROWLOCK SILL AT WINDOWS TO ALIGN WITH TOP OF PARTIAL BRICK WALL AT EXTERIOF OF ENTIRE HOUSE PERIMETER. (V 4'-0" 4"ihick CANTILVERED CONCRETE SLAB #4 x 3'-9" TOP BAR" @ 12" O.C. #4 @ 12" O.C. LONG DiRECTION v MAJESTIC ECHELON 1172" #4 "BENT BAR" @ 16" O.C. DRILL 5" DIRECT VENT FIREPLACE AND EPDXY INTO REINFORCED V-6" MONOLITHIC THICKENED SLAB. LAP w/ SLAB TOP REINFORCING 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 1.7AIII 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL 0 - 18" x x x 0 14'-6"x4'-0"x10"deep MONOLITHIC THICKENED SLAB AT FIREPLACE 8" CMU STEMWALL FRONT AND REAR w/ #5 @ 12" O.C, EACH WAY, ##41 w/ #4 "BENT BAR" @ 16" O.C. DRILL 5" AND 2'-75/8" 3/4' BOTTOM. EPDXY INTO REINFORCED MONOLITHIC -- THICKENED SLAB. LAP wl SLAB TOP 4'-0" x 14'-6" REINFORCING -- WALL SECTION 3/5.3 112" = V-0" AT GARAGE SYSTEM 24 PRE-ENGINEE WOOD ROOF TRUSSES AT O.C. AT FLOOR 18" PAINTED QUEEN SIZE BRICK VENEER BASE TOP OF CMU WALL BEYOND - 0 (V 0 24" X 12" CONTINUOUS REINFORCED r CONCRETE FOOTING WALL SECTION 1/5.3 112"= V-0" AT GARAGE MULTI LAYER HYDRO -STOP LIQUID APPLIED ROOFING SYSTEM. CONT. 1 1/2" COPPER EAVE DRIP SMOOTH HARDIE TRIM FASCIA AND DRIP 2X6 SPF #2 BLOCKING BETWEEN TRUSSES WEEPS @ 24" O.C. — THROUGH WALL STAINLESS STEEL FLASHING AND COUNTERFLASHING. RUN 10" AT ROOF AND WALL. 1 1/2" COPPER EAVE DRIP HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) ON FYVEK COMMERCIAL HOUSEWRAP ON 1/2" CDX PLYWOOD SHEATHING SMOOTH CEDAR 1X6 V -JOINT SOFFIT — CONTINUOUS 1 1/2" SMOOTH HARDIE TRIM BED MOULD AT SOFFIT CONTINUOUS 1 1/2" SMOOTH HARDIE TRIM SUB SILL TO ALIGN WITH TRANSOM AND WINDOW SUBSILLS. PAINTED QUEEN SIZE BRICK VENEER WITH 1" AIR SPACE WITH BRICK TIES AT 16" O.C. MAX. HORIZ. AND VERT. TYVEK COMMERCIAL D WRAP ON 112" --- CDX PLYWOOD SHEATHING. SEE STRUCTURAL FOR NAILING. R-19 FG BATT INSULATION IS WALLS (TYP) TOP OF SUBFLOOR EL. 26'-7 318" PAINTED QUEEN SIZE BRICK VENEER BASE REINFORCED 8" CMU FOUNDATION WALL WEEPS AT 34" O.C. FILL CAVITY UNDER WEEPS WITH MORTAR. CONT. 24" WIDE X 12" DEEP CONC FOOTING WITH 3 #5 CONT. 3 3/4" v I! 8'-51 /2" SYSTEM 24 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. AT ROOFS (TYP) SYSTEM 24 PRE-ENGINEERED WOOD FLOOR TRUSSES AT 19.2" O.C. AT FLOOR Y EL. 47.58' ALLOWABLE MAX HEIGHT 3 314" r EL. 45-91/2" TOP OF STRUCTURE PAINTED QUEEN SIZE BRICK VENEER WITH 1" AIR SPACE WITH BRICK TIES AT 16' O.C. MAX. HORIZ. AND VERT. 2X6 SPF #2 FRAMING Co, 16" O.C. BETWEEN TRUSSES i - _- - � - —_ — EL. 1E'-0" x- x x x x x— - x - EL. 12'-7" PROPERTY AVERAGE GRADE EL. 10'4' WALL SECTION 2/5.3 1/2" = V-0" AT BRICK TOWER AT PANTRY AND GUEST BATH REVISION BP# 12ES I? - U 13 8: DATE/ tC2 / t SIGNED Yh WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 �1 L FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: WAL 8/l/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 5.3 WS NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA WALL SECTIONS 5m3 E? EN GAF HYDR(;',TOP LIQUID APPLIED ROOFING. ON 3/4" CDX PLYWo f)D SHEATHING 1 1/2" COPPI R EAVE DRIP - HARDIE ARTISAN V -RUSTIC SIDING (SMOOTH) ON TYVEK COMMERCIAL HOUSEWRAP ON 1/2" CDX PLYWOOD SHEATHING SMOOTH CEDAR 1X6 V -JOINT SOFFIT CONTINUOUS 1 1/2" SMOOTH HARDIE TRIM BED MOULD AT SOFFIT CONTINUOUS 1 1/2" SMOOTH HARD TRIM SUB SILL TO ALIGN WITH TRANSOM AND WINDOW SUBSILLS. GARAGE DOOR SLOPING BRICK ROWLOCK SILL AT WINDOWS TO ALIGN WITH TOP OF PARTIAL BRICK WALL AT EXTERIGF OF ENTIRE HOUSE PERIMETER. PAINTED QUEEN SIZE BRICK VENEER BASE TOP OF CMU WALL BEYOND 24" X 12" CONTINUOUS REINFOR( CONCRETE FOOTING 4'-0" WALL SECTION 1/5.3 1/2" = 1'-0" 18" 18" #4 "BENT BAR" SYSTEM 24 PRE-ENGINEEI WOOD ROOF TRUSSES AT O.C. AT !FLOOR RAI II TI 1 AVG WVIIDn CTnD I Inl Iln WALL SECTION 2/5.3 1/2" = 1'-0" AT BRICK TOWER AT PANTRY AND GUEST BATH EL. 47.58' ALLOWABLE MAX HEIGHT EL. 45-91/2" TOP OF D QUEEN SIZE BRICK VENEER AIR SPACE WITH BRICK TIES ).C. MAX. HORIZ. AND VERT. #2 FRAMING @ 16" TWEEN TRUSSES I► Y EL. 15'-0" 0- EL. 12'-7" PROPERTY AVERAGE GRADE N M M c WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: APPROVED BY: WAL DRAWING FILE. BUDNICK 5.3 WS NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA WALL SECTIONS 5m3 9 4"thick CANTILVERED CONCRETE SLAB i b a #4 x 3'-9" TOP BAR" @ 12" O.C. 0 #4 @ 12" O.C. LONG DIRECTION v MAJESTIC ECHELON 1172" — #4 "BENT BAR" @ 16" O.C. DRILL 5" DIRECT VENT FIREPLACE AND EPDXY INTO REINFORCED 1'-6" MONOLITHIC THICKENED SLAB. LAP w/ SLAB TOP REINFORCING 4" CONCRETE SLAB ON GRADE w! WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL 0 x x x x x x- x o co 14'-6"x4'-0"x10"deep MONOLITHIC THICKENED SLAB AT FIREPLACEw/ 8" CMU STEMWALL FRONT AND REAR #5 @ 12" O.C, EACH WAY, w/ #4 "BENT BAR" @ 16" O.C. DRILL 5" AND 2'-7 5/8" 3/4 BOTTOM. EPDXY INTO REINFORCED MONOLITHIC THICKENED SLAB. LAP w/ SLAB TOP 4'-0" x 14'-6" REINFORCING - WALL SECTION 3/5.3 1/2" =1'-0" AT GARAGE WALL SECTION 1/5.3 1/2" = 1'-0" 18" 18" #4 "BENT BAR" SYSTEM 24 PRE-ENGINEEI WOOD ROOF TRUSSES AT O.C. AT !FLOOR RAI II TI 1 AVG WVIIDn CTnD I Inl Iln WALL SECTION 2/5.3 1/2" = 1'-0" AT BRICK TOWER AT PANTRY AND GUEST BATH EL. 47.58' ALLOWABLE MAX HEIGHT EL. 45-91/2" TOP OF D QUEEN SIZE BRICK VENEER AIR SPACE WITH BRICK TIES ).C. MAX. HORIZ. AND VERT. #2 FRAMING @ 16" TWEEN TRUSSES I► Y EL. 15'-0" 0- EL. 12'-7" PROPERTY AVERAGE GRADE N M M c WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: APPROVED BY: WAL DRAWING FILE. BUDNICK 5.3 WS NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA WALL SECTIONS 5m3 9 i b a WALL SECTION 1/5.3 1/2" = 1'-0" 18" 18" #4 "BENT BAR" SYSTEM 24 PRE-ENGINEEI WOOD ROOF TRUSSES AT O.C. AT !FLOOR RAI II TI 1 AVG WVIIDn CTnD I Inl Iln WALL SECTION 2/5.3 1/2" = 1'-0" AT BRICK TOWER AT PANTRY AND GUEST BATH EL. 47.58' ALLOWABLE MAX HEIGHT EL. 45-91/2" TOP OF D QUEEN SIZE BRICK VENEER AIR SPACE WITH BRICK TIES ).C. MAX. HORIZ. AND VERT. #2 FRAMING @ 16" TWEEN TRUSSES I► Y EL. 15'-0" 0- EL. 12'-7" PROPERTY AVERAGE GRADE N M M c WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: BUILDING HEIGHT 9/21/2017 DRAWN BY: DATE: APPROVED BY: WAL DRAWING FILE. 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I I I I I I I I I I I I I I I I I I I L I afi I I II I AI A A floor I I I II I I II I I I I I I A I I I I I I I 1 I I I I I I I I I I II IIj I I I I I I I I I I L------------------ ------------------------------------- II ---� II A I II II H I I I I I A A K A K i I I I I I I I I II LUTRON I I I II 3d I II 3d A A A A �-(A I I I I I A 3d Y II I I 3 -- ------ wp I I I I afi I afi _ r------ --- --, --- I I 1 wp hood - -------------- IdbI -- of _--__ d f I I I I A A A I A------------------------------ II I I gfi plug of afi mould of B f n A; l afi I I A A A t I I L L 4QI ( I I I I A I ----- A A I B I afi i I L l I I d I I A d SD A d d l l © I I I afi i gfi plug l mould I I I d d afi AHU-1 a l I A 3 A A i t LUTRO I I d I I d E I I f afi of i I B I I II A A A I I afi a I I i ht afi I I I I A O f I A A I I -------------------------------------------- - -----� I I I I I I I I A A A I I I I I I I I I I I A -------------------------------------------------------------� I FIRST FLOOR ELECTRICAL PLAN 1/4" = V-0" NORTH REVISION BP# 02ES n - vl 3� DATE_ 0 / !U / !7 SIGNED wx WILLIAM LEUTHOLC ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 ELECTRICAL SCHEDULE A) DOWNLIGHT: NORA NSIC-401 QAT4" CAN WITH NLCBC-451 D 30 WW SURFACE OR PENDANT CEILING FIXTURE BY OWNER. INSTALLATION BY CONTRACTOR. SCONCE BY OWNER. INSTALLATION BY Y CONTRACTOR D RECESSED LIGHT/EXHAUST FAN: NUTONE 744 LED NT E UNDER CABINET STRIP: CSL -ECL -XX -WT -30-3 F OVER DOOR CLOSET LIGHT: LITHONIA UC 817120 SW G O LED FMLWL 48 840 LED WRAPAROUND UTILITY LIGHT. 2340 LUMENS40W H BRACKET LIGHT: SEE INTERIOR DESIGNER SPECIFICATIONS Ill H t- 2 LAMP LED FLOOD T�$]' STEP LIGHT: NORA NSW -674 LED 120V BZ D TELEPHONE OUTLET Q CABLE TV OUTLET MEDIA OUTLET WITH: 1 -CAT -6E AND 1- RG -6 COAX (M2) LIGHT SWITCH $3 3 -WAY LIGHT SWITCH d DIMMER SWITCH $t JAMB SWITCH afi :@� 110V ARC FAULT INTERRUPTER DUPLEX OUTLET gfi tr 110V GROUND FAULT INTERRUPTER DUPLEX OUTLET wp:(D. 110V WATER PROOF GROUND FAULT INTERRUPTER DUPLEX OUTLET 3a 220V OUTLET CEILING FAN el, % SP CEILING MOUNTED SPEAKER WITH ROOM VOLUME CONTROL SD SMOKE DETECTOR ®0 CARBON MONOXIDE DETECTOR DB DOORBELL DOORBELL CHMES 2" GIMBEL LED: JUNO 2 LED DRIVER G2 06LM WITH 2 LED DRV G2-6 TRIM NOTES: 1. CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN ALL LOCATIONS REQUIRED BY ALL LOCAL, STATE OR NATIONAL CODES. 2. PROVIDE POWER TO ALL APPLIANCES AND ELECTRICAL DEVICES PER MANUFACTURER'S SPECIFICATIONS. 3. PLACEMENT OF SWITCHES AT DOORS SHALL BE COORDINATED WITH CASING WIDTH TO CLEAR ALL CASINGS. 4. ALL 120VOLT, SINGLE PHASE, 15 AND 20 AMP BRANC' CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLIN UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAI ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CURCUIT FBC R 3902.12. 5. ALL FIXED, CONTRACTOR SUPPLIED LIGHTING IS LEE HIGH EFFICACY LIGHTING, IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. 6. 400A SERVICE 7. CTV AND CAT6 CONNECTION LOCATIONS ARE SUGGESTION ONLY. EXACT PLACEMENT SHALL BE MADE IN THE FIELD. 8. PROVIDE A CENTRAL VACUUM SYSTEM WITH THE MACHINERY IN THE GARAGE. 9. ALL SWITCHES SHALL BE PLACED 36" OFF THE FINISHED FLOOR. WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: SMOKE DETECTORS 9121/2017 DRAWN BY: DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 7.1 ELEC NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA FIRST FLOOR ELECTRICAL PLAN 7al I I ! I I I I I I I I I I I I I �--------- ------------ <INEILING FOR gfi G ERHEAD DOOR ERATORSr-----------0-gf+----- G L G gf, I I gfi I I I 3 I I I I I I I G I gf I ©p I I E gfi L- ------------- - -- - -- I I ------------------------------ -� I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I A I I H LL --------- ------------------------------- - ----- LED STRIP LIGHTS IN SLOT UNDER TREAD AT NOSING E gfi A A A F O aTI j I AHU-2 I I I I I I I A gfi I A E I gfi I E gfi gfi L L] A� tg E gfiL 3 J ---- d9 3d I I I I I I I I I I I I I I I I I I I I I! 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I I I I I I I I I I I I I A A A gf, � A---------- , I A I I I I ---- - - I I PROVIDE POWER. I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I m I A -gfi _ I I A IfiRl FRI j II DW - H wp E I I gfi I I gfi I I I I li ht A I DIS I O A I , gf gfi A A D I I _ 10, I i ! HOOD gf A A A 'r I I I --- gfi i � - --__ - _- I ---- ---- - , m I A I I /p� gfi 8 E EI I I I I ------ I I A ---- — G I gf, i gf — --- ALP— I I gf I! CU -2 if, 30:' I EI A A A 30" A A I LUT I I N REFIRIG A 1 , l I I I 1 i ELEC FOR MAKEUP i I ! I I I I MIRROR LIGHTS G L---------- - gf-----------J I Ii II gfi I I j , I I ! I I I I I I I I I I I I I �--------- ------------ <INEILING FOR gfi G ERHEAD DOOR ERATORSr-----------0-gf+----- G L G gf, I I gfi I I I 3 I I I I I I I G I gf I ©p I I E gfi L- ------------- - -- - -- I I ------------------------------ -� I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I A I I H LL --------- ------------------------------- - ----- LED STRIP LIGHTS IN SLOT UNDER TREAD AT NOSING E gfi A A A F O aTI j I AHU-2 I I I I I I I A gfi I A E I gfi I E gfi gfi L L] A� tg E gfiL 3 J ---- d9 3d I I I I I I I I I I I I I I I I I I I I I! I I I I I I I I I I I I I I I I I I I II I it I PI II fi I I II II II II II II _ II II I1 I1 II - II II II _ II II II II II II II II II I! II II II I gfi I gfi I L_ A gfi plug mould afi afi afi afi 91 I I I I I LUTRON C C i wp afi of I I I afi :62) 7 I I A I I I I I I I I I I I I I I I I I I I I I I I I I i I I t I I i I I I I I A I I I i I I I I I I I j I I I I I I I I I I CONTINUQUSILED LIGHT TAP ON LUI SIDE OF SI OTI I I A I I I I I I I I I I afi I I I I SD u I I I d bq II li afi II ii A it —(A II A j I A II II II II II l II I II II II II A i i A II 11 I I II II II II II II II I A -- ----------------- gfi d I I I I I I I I I I I I I I I I I I I I I , I I I , I I I I I I I I I I I , I , I I I I I I I I I I I I I I I I I I I I I ROM! 3� of I wp afi I PROVIDE WEATHERPROOF DEDICATED OIRCUIT AT WOOD DECK. 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TO "A" LIGHTS AT SECOND FLOOR SOFFIT FIRST FLOOR ELECTRICAL PLAN 1/4"= V-0" NORTH WILLIAM LEUTHOL ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 ELECTRICAL SCHEDULE A,DOWNLIGHT: NORA NSIC-401 QAT 4" CAN WITH NLCBC-451D 30 WW SURFACE OR PENDANT CEILING FIXTURE B' OWNER. INSTALLATION BY CONTRACTOR. C SCONCE BY OWNER. INSTALLATION BY CONTRACTOR D RECESSED LIGHT/EXHAUST FAN: NUTONE 744 LED NT E UNDER CABINET STRIP: CSL-ECL-XX-VVT-30- F OVER DOOR CLOSET LIGHT: LITHONIA UC 817 120 SW GO LED FMLWL 48 840 LED WRAPAROUND UTILITY LIGHT. 2340 LUMENS -40W H BRACKET LIGHT: SEE INTERIOR DESIGNER SPECIFICATIONS Vltil- 2 LAMP LED FLOOD 77181 STEP LIGHT: NORA NSW -674 LED 120V BZ D TELEPHONE OUTLET Q CABLE TV OUTLET MEDIA OUTLET WITH: 1 -CAT -6E AND 1- RG -6 COAX (M2) LIGHT SWITCH $3 3 -WAY LIGHT SWITCH d DIMMER SWITCH $1 JAMB SWITCH afi or 110V ARC FAULT INTERRUPTER DUPLEX OUTLET gfi :@: 110V GROUND FAULT INTERRUPTER DUPLEX OUTLET wp :@� 110V WATER PROOF GROUND FAULT INTERRUPTER DUPLEX OUTLET ZE 220V OUTLET CEILING FAN SP CEILING MOUNTED SPEAKER WITH ROOM VOLUME CONTROL SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR DB DOORBELL DOORBELL CHIMES LI 2" GIMBEL LED: JUNO 2 LED DRIVER G2 06LN WITH 2 LED DRV G2-6 TRIM NOTES: 1. CONTRACTOR SHALL PROVIDE GFI RECEPTACLEf ALL LOCATIONS REQUIRED BY ALL LOCAL, STATE 01 NATIONAL CODES. 2. PROVIDE POWER TO ALL APPLIANCES AND ELECTRICAL DEVICES PER MANUFACTURER'S SPECIFICATIONS. 3. PLACEMENT OF SWITCHES AT DOORS SHALL BE COORDINATED WITH CASING WIDTH TO CLEAR ALL CASINGS. 4. ALL 120VOLT, SINGLE PHASE, 15 AND 20 AMP BRP CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWEL UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROO PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROON RECREATION ROOMS, CLOSETS, HALLWAYS OR SIM ROOMS OR AREAS SHALL BE PROTECTED BY A LISTI AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CURCUIT FBC R 3902. 5. ALL FIXED, CONTRACTOR SUPPLIED LIGHTING IS HIGH EFFICACY LIGHTING, IN COMPLIANCE WITH THI FLORIDA BUILDING CODE. 6. 400A SERVICE 7. CTV AND CAT6 CONNECTION LOCATIONS ARE SUGGESTION ONLY. EXACT PLACEMENT SHALL BE MADE IN THE FIELD. 8. PROVIDE A CENTRAL VACUUM SYSTEM WITH THE MACHINERY IN THE GARAGE. 9. ALL SWITCHES SHALL BE PLACED 36" OFF THE FINISHED FLOOR. WILLIAM A. LEUTHOLD AR8902 1A FLORIDA SEAL REVISIONS: DATE: SMOKE DETECTORS 9/21/2017 DRAWN B`^ DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 7.1 ELEC NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA FIRST FLOOR ELECTRICAL PLAN 7.1 dd TALL CABINET I A A A gf, � A---------- fl F-_ -1----- -----fi ---- - - I m I A -gfi _ I I A IfiRl FRI j II DW - E I I I 18 ID I I I gf A I DIS I O A gf I RANGE + 10, HOOD gf - I I I --- gfi i � - --__ - _- I ---- ---- - -- m I A I I -A E EI I I I I ---- — ---- ---- — --- I I gf if, 30:' A A A 30" BUILT-111 I N REFIRIG THIS LIGHT AT SECOND FLOOR SOFFIT. TO "A" LIGHTS AT SECOND FLOOR SOFFIT FIRST FLOOR ELECTRICAL PLAN 1/4"= V-0" NORTH WILLIAM LEUTHOL ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 ELECTRICAL SCHEDULE A,DOWNLIGHT: NORA NSIC-401 QAT 4" CAN WITH NLCBC-451D 30 WW SURFACE OR PENDANT CEILING FIXTURE B' OWNER. INSTALLATION BY CONTRACTOR. C SCONCE BY OWNER. INSTALLATION BY CONTRACTOR D RECESSED LIGHT/EXHAUST FAN: NUTONE 744 LED NT E UNDER CABINET STRIP: CSL-ECL-XX-VVT-30- F OVER DOOR CLOSET LIGHT: LITHONIA UC 817 120 SW GO LED FMLWL 48 840 LED WRAPAROUND UTILITY LIGHT. 2340 LUMENS -40W H BRACKET LIGHT: SEE INTERIOR DESIGNER SPECIFICATIONS Vltil- 2 LAMP LED FLOOD 77181 STEP LIGHT: NORA NSW -674 LED 120V BZ D TELEPHONE OUTLET Q CABLE TV OUTLET MEDIA OUTLET WITH: 1 -CAT -6E AND 1- RG -6 COAX (M2) LIGHT SWITCH $3 3 -WAY LIGHT SWITCH d DIMMER SWITCH $1 JAMB SWITCH afi or 110V ARC FAULT INTERRUPTER DUPLEX OUTLET gfi :@: 110V GROUND FAULT INTERRUPTER DUPLEX OUTLET wp :@� 110V WATER PROOF GROUND FAULT INTERRUPTER DUPLEX OUTLET ZE 220V OUTLET CEILING FAN SP CEILING MOUNTED SPEAKER WITH ROOM VOLUME CONTROL SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR DB DOORBELL DOORBELL CHIMES LI 2" GIMBEL LED: JUNO 2 LED DRIVER G2 06LN WITH 2 LED DRV G2-6 TRIM NOTES: 1. CONTRACTOR SHALL PROVIDE GFI RECEPTACLEf ALL LOCATIONS REQUIRED BY ALL LOCAL, STATE 01 NATIONAL CODES. 2. PROVIDE POWER TO ALL APPLIANCES AND ELECTRICAL DEVICES PER MANUFACTURER'S SPECIFICATIONS. 3. PLACEMENT OF SWITCHES AT DOORS SHALL BE COORDINATED WITH CASING WIDTH TO CLEAR ALL CASINGS. 4. ALL 120VOLT, SINGLE PHASE, 15 AND 20 AMP BRP CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWEL UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROO PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROON RECREATION ROOMS, CLOSETS, HALLWAYS OR SIM ROOMS OR AREAS SHALL BE PROTECTED BY A LISTI AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CURCUIT FBC R 3902. 5. ALL FIXED, CONTRACTOR SUPPLIED LIGHTING IS HIGH EFFICACY LIGHTING, IN COMPLIANCE WITH THI FLORIDA BUILDING CODE. 6. 400A SERVICE 7. CTV AND CAT6 CONNECTION LOCATIONS ARE SUGGESTION ONLY. EXACT PLACEMENT SHALL BE MADE IN THE FIELD. 8. PROVIDE A CENTRAL VACUUM SYSTEM WITH THE MACHINERY IN THE GARAGE. 9. ALL SWITCHES SHALL BE PLACED 36" OFF THE FINISHED FLOOR. WILLIAM A. LEUTHOLD AR8902 1A FLORIDA SEAL REVISIONS: DATE: SMOKE DETECTORS 9/21/2017 DRAWN B`^ DATE: WAL 8/1/2017 APPROVED BY: WAL DRAWING FILE: BUDNICK 7.1 ELEC NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA FIRST FLOOR ELECTRICAL PLAN 7.1 ---------------------------- I I I I I-----------------I I I I I 3 8.16 I I I = ---— — — — — — — -- I I I I I I I I 1 I I I I i I I � I I L—� I I I_ I I I - I i I ADD 8" CMU w/ 1—#5 VERTICAL IN FOUR CELLS TO MATCH TALL PLANTER WALL HEIGHT. DRILL 4" AND EPDXY 2pcs #3x1'-4" HORIZONTAL "BENT" I DOWELS INTO SIDE OF EXISTING 8" CMU CHEEK WALL, AT TOP CELL OF NEW ADDITION. 16" 4" ##3 BENT DOWEL_ -V — - ONCRETE ANTER WALL w EXTEND EXISTING C 8 CMU TALL PL / FOOTING. DRILL 6" AND EPDXY 1-#5 VERTICAL © 16"/24" O.C. 2pcs #5x1'-6" HORIZONTAL DOWELS HOLD REINFORCING CENTERED INTO SIDE OF EXISTING CONCRETE IN CE L. FILL ALL REINFORCED FOOTING. ADD 2pcs #5x2'-2" CELS SOLID w/ CONCRETE. PERPENDICULAR DIRECTION. 1'-4" 7'-1 1/2" PLANTER WALL WIND LOAD DESIGN_. CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. SCREEN WALL WIND DESIGN PER ASCE 7-16. NOT LOCATED WITHIN WIND BORNE DEBRIS REGION. SCREEN WALL STRUCTUR- DESIGNED AS A SOLID FREESTANDING WALL IN ACCORDANCE WITH CHAPTER 29.4.1 OF ASCE 7-16. BASIC WIND SPEED 130 MPH IMPORTANCE FACTOR 1.0 EXPOSURE 'D Kd 0.85 Kzt 1.00 G 0.85 Kh 1.03 VELOCITY PRESSURE qh 37.88 PSF FOR s/h = 1.0 AND B/s = 10.0 Cf = 1.30 DESIGN PRESSURE of 41.85 PSF ARCHITECTURAL CAP AS PER OWNER'S REQUIREMENTS 8"x8" CMU OPEN BOTTOM LINTEL BLOCK BOND BEAM w/ 2-#5 CONTINUOUS = 1-#5 VERTICAL DOWEL w/ STANDARD 90° BEND co :2o © 40" O.C. "I X cn r QO w GRADE z\\\ w O J "I U 2 -#4x5' -O„ -y " REINFORCING STEEL 6 8 SEGMENTS CENTER VERTICAL REINFORCING IN 8" CMU CELL PLANTER WATERPROOFING AS PER ARCHITECTURAL PLANS 12"x20" CONCRETE FOOTING w/ 2—#5 CONTINUOUS . °.1 3' CLEAR 6" V-6" EXPOSED 8" CMU PLANTER WALL ri--� SECTION 8.16 SCALE: 3/4 "=1'-0" L — I I I I DRILL 6" AND EPDXY 3pcs INSTALL 2 LAYERS OF 3/4"t HIGH I #5x2'-6" HORIZONTAL DOWELS DENSITY EXPANDED POLYSTYRENE INTO SIDE OF EXISTING FOAM BOARD IN-BETWEEN THE CONCRETE FOOTING EXISTING 8" CMU STEMWALL AND (2 -LOCATIONS) ----------------- THE NEW 8" CMU -PLANTER WALL ___j � I I DRILL 6" AND EPDXY 2pcs I I I #5x2'-6" HORIZONTAL DOWELS INTO SIDE OF EXISTING i I I CONCRETE FOOTING I I I 8" CMU LOW PLANTER WALL w/ I i i 4'-8" 1-#5 VERTICAL @ 40" O.C. HOLD REINFORCING CENTERED L --- --------J i IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE. 28" 9'-4" 1 32'-8" PLANTER WALL FRAMING PLAN - SCALE: RCHITECTURAL CAP AS PER OWNER'S REQUIREMENTS 8"x8" CMU OPEN BOTTOM LINTEL BLOCK BOND BEAM ::::::�� w/ 2-#5 CONTINUOUS I BRICK VENEER FINISH �W AS PER OWNER'S REQUIREMENTS X � Q p w 1-#5 VERTICAL DOWEL w/ -\ r STANDARD 90` BEND © 16"/24" O.C. xi\ I I I O I W 12"d x 20"w U � Ln ° I i- 8 I 5'- 4 f 2'-.8" I N 3 COURSES 12" CMU 1 -H PLANTER WALL BELOW of TALL oo I -H LOW N , - I PLANTER 1 CD PLANTER of x 1 v- =: „ I 00 N 1 2 - j 8.16 0 X8.16 1 N " =12"d �------ x 20"w ---------------- ----------------------------------------------------- 12"d x 20"w ---J I 00 i " I j ' ! I i i I I i I ` -----t � --- ----- — ------s----- J �-------- —r ---- — ----------------------- --------------------------- ------ J W U 12"dx20"w CONCRETE FOOTING 8" CMU LOW PLANTER WALL w/ Q w/ 2-#5 CONTINUOUS. CENTER 1-#5 VERTICAL @ 40" 0,C. 8" CMU WALL ON FOOTING HOLD REINFORCING CENTERED 1'-4" 2'-0" 2'-0"f 2'-0" 1'-4" FILLED CELL IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE. LAYOUT 28" 9'-4" 1 32'-8" PLANTER WALL FRAMING PLAN - SCALE: RCHITECTURAL CAP AS PER OWNER'S REQUIREMENTS 8"x8" CMU OPEN BOTTOM LINTEL BLOCK BOND BEAM ::::::�� 3-#5 CONTINUOUS NO SURCHARGE PERMITTED CENTER VERTICAL REINFORCING IN 8" CMU CELL PLANTER WATERPROOFING AS PER ARCHITECTURAL PLANS ,,,-8" CMU PLANTER WALL w/ 1--#5 VERTICAL @ 16"/24" O.C. HOLD REINFORCING CENTERED IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE 12 x32 CONCRETE FOOTING w/ 3-#5 CONTINUOUS AND #4 x 2'-2" HORIZONTAL © 16"/24" O.C., CENTERED IN FOOTING, ALIGNED w/ VERTICAL DOWELS _AR S-4" EXPOSED 8" CMU PLANTER WALL r2 --- SECTION 8.16 SCALE: 3/,"= 1'-0" 40" 9" #5 DOWEL ARCHITECTURAL CAP AS PER OWNER'S REQUIREMENTS 8"x8" CMU OPEN BOTTOM LINTEL BLOCK BOND BEAM w/ 2-#5 CONTINUOUS PLANTER INSTALL 2 LAYERS OF 3/4"t HIGH - DENSITY EXPANDED POLYSTYRENE FOAM BOARD IN-BETWEEN THE EXISTING 8" CMU STEMWALL AND THE NEW 8" CMU PLANTER WALL WATERPROOFING AS PER - ARCHITECTURAL PLANS 8" CMU PLANTER WALL w/ - 1-#5 VERTICAL @ 16"/24" O.C. HOLD REINFORCING CENTERED IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE DRILL 4" AND EPDXY #5x2'-6"- VERTICAL 5x2'-6"-VERTICAL DOWELS INTO TOP OF EXISTING CONCRETE FOOTING 12"dx20"w CONCRETE FOOTING w/ 2-#5 CONTINUOUS. CENTER 8" CMU WALL ON FOOTING COMMUNITY DEVELOPMENT APPROVED EXISTING 2"x6" WALL FRAMING I EXISTING 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER I h 6 MIL VAPOR BARRIER ON li TERMITE TREATED COMPACTED FILL .a —a—x. ' x x . x= EXISTING 8" CMU STEM WALL, w/ #5 VERTICAL DOWEL w/ STD 90° BEND INTO FOUNDATION © 40" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND LAP 24" MIN. GROUT ALL CELLS SOLID w/ CONCRETE EXISTING 12"x24" CONCRETE FOOTING w/ 3-#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL NEW 4'-4" 8" CMU PLANTER WALL INTERSECTION WITH EXISTING HOUSE STEMWALL 3 SECTION 8.16 SCALE: 3/4"=1'-0" WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 FL P.E. 36820 cckathe@gmail.com CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNATURE IN BLUE INK REVISIONS: DATE: BUILDING PERMIT ISSUE 03/27/2018 DRAWN BY: DATE: CCK 03/27/2018 APPROVED BY: CCK JOB NO. E17-035 NEW HOUSE 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA FIRST LEVEL ENTRY PLANTER WALL FRAMING PLAN 8ml6 SHEET 1 OF 1 w/ 2-#5 CONTINUOUS I BRICK VENEER FINISH �W AS PER OWNER'S REQUIREMENTS X � Q p w 1-#5 VERTICAL DOWEL w/ -\ STANDARD 90` BEND © 16"/24" O.C. xi\ Z W ° ° U � Ln ° 3-#5 CONTINUOUS NO SURCHARGE PERMITTED CENTER VERTICAL REINFORCING IN 8" CMU CELL PLANTER WATERPROOFING AS PER ARCHITECTURAL PLANS ,,,-8" CMU PLANTER WALL w/ 1--#5 VERTICAL @ 16"/24" O.C. HOLD REINFORCING CENTERED IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE 12 x32 CONCRETE FOOTING w/ 3-#5 CONTINUOUS AND #4 x 2'-2" HORIZONTAL © 16"/24" O.C., CENTERED IN FOOTING, ALIGNED w/ VERTICAL DOWELS _AR S-4" EXPOSED 8" CMU PLANTER WALL r2 --- SECTION 8.16 SCALE: 3/,"= 1'-0" 40" 9" #5 DOWEL ARCHITECTURAL CAP AS PER OWNER'S REQUIREMENTS 8"x8" CMU OPEN BOTTOM LINTEL BLOCK BOND BEAM w/ 2-#5 CONTINUOUS PLANTER INSTALL 2 LAYERS OF 3/4"t HIGH - DENSITY EXPANDED POLYSTYRENE FOAM BOARD IN-BETWEEN THE EXISTING 8" CMU STEMWALL AND THE NEW 8" CMU PLANTER WALL WATERPROOFING AS PER - ARCHITECTURAL PLANS 8" CMU PLANTER WALL w/ - 1-#5 VERTICAL @ 16"/24" O.C. HOLD REINFORCING CENTERED IN CELL. FILL ALL REINFORCED CELLS SOLID w/ CONCRETE DRILL 4" AND EPDXY #5x2'-6"- VERTICAL 5x2'-6"-VERTICAL DOWELS INTO TOP OF EXISTING CONCRETE FOOTING 12"dx20"w CONCRETE FOOTING w/ 2-#5 CONTINUOUS. CENTER 8" CMU WALL ON FOOTING COMMUNITY DEVELOPMENT APPROVED EXISTING 2"x6" WALL FRAMING I EXISTING 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER I h 6 MIL VAPOR BARRIER ON li TERMITE TREATED COMPACTED FILL .a —a—x. ' x x . x= EXISTING 8" CMU STEM WALL, w/ #5 VERTICAL DOWEL w/ STD 90° BEND INTO FOUNDATION © 40" O.C. BEND OVER VERTICAL DOWEL INTO SLAB AND LAP 24" MIN. GROUT ALL CELLS SOLID w/ CONCRETE EXISTING 12"x24" CONCRETE FOOTING w/ 3-#5 CONTINUOUS, FOOTING SHALL BE CENTERED BENEATH 8" CMU STEMWALL NEW 4'-4" 8" CMU PLANTER WALL INTERSECTION WITH EXISTING HOUSE STEMWALL 3 SECTION 8.16 SCALE: 3/4"=1'-0" WILLIAM LEUTHOLD ARCHITECT INC. 2736 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 FL P.E. 36820 cckathe@gmail.com CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNATURE IN BLUE INK REVISIONS: DATE: BUILDING PERMIT ISSUE 03/27/2018 DRAWN BY: DATE: CCK 03/27/2018 APPROVED BY: CCK JOB NO. E17-035 NEW HOUSE 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA FIRST LEVEL ENTRY PLANTER WALL FRAMING PLAN 8ml6 SHEET 1 OF 1 6" WIDE CONCRETE CURB/EDGE \ \ \ 6" WIDE CONCRETE CURB/EDGE \ \ \ \ -'."-TOP F SLAB EL. 14 -5112" I I I I I I I L� '_4, CAST STONE CAP. SET TOP TO ALIGN WITH — TOP OF TALL PLANTER CAST COCRETE PAVERS N 4" CONCRETESLAB CAST COI JCRETE TRE CONCRE E SLAB 1 Is P2 T-2" '-111/2" I 6'-6" GRAVEL DRIVE P2 2 P2 9'-4" 4 P2 TALL PLANTER 9'-11 112" QUIKRETE MASONRY WATERPROOFER 8610-09 W APPLIED WITH BRUSH OR LOW PLANTER ROLLER 60 S.F. PER GALLON INSIDE CMU WALLS TYPICAL AT PLANTER. ----12"X20"-- El 12"D X 20" W CONCRETE FOOTING 5 WITH 2 #5 CONTINUOUS. CENTER P1 8" CMU ON FOOTING. FOUNDATION PLAN 114" = l'-0" NORTH CAST CONCRETE CAPS 6" WIDE CONCRETE CURB/EDGE LOW PLANTER 32'-8" 32'-8" 4'-8" 61 z P2 .0 DIMENSIONS TO OUTSIDE OF BRICK PLANTER PLAN 114" = T-0" NORTH o> COMMUNITY DEVELOPMENT APPROVED - WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 t�v FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 4/10/2018 APPROVED BY: WAL DRAWING FILE: BUDNICK PLANTER P1 NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA PLANTER PLAN AND FOUNDATION PLAN 1 13 4 = I - P1 I I TALL PLANTER P1 - I I ❑ TOP OF SLA x I 12"D X 32" W CONCRETE I N I 3 COURSES OF 12" CMU EL. 14'-4112' FOOTING WITH 3 #5 CONTINUOUS AND #4 X — I PLANTER WALL BELOW. EL. 13'-11 1/� I I 2'-2" HORIZ. @ 16" O.C. I CENTERED IN FOOTING, O EL. 13'-61/2" _ I ALIGNED WITH VERTICAL -DOWELS— — — — \ 12"X32" \ _: I I I-------- EL. 13'-1 112"I EL 13'-8112 0 0 Q Q E] D [] — — — — — — 2 P1 CAST COCRETE PAVERS N 4" CONCRETESLAB CAST COI JCRETE TRE CONCRE E SLAB 1 Is P2 T-2" '-111/2" I 6'-6" GRAVEL DRIVE P2 2 P2 9'-4" 4 P2 TALL PLANTER 9'-11 112" QUIKRETE MASONRY WATERPROOFER 8610-09 W APPLIED WITH BRUSH OR LOW PLANTER ROLLER 60 S.F. PER GALLON INSIDE CMU WALLS TYPICAL AT PLANTER. ----12"X20"-- El 12"D X 20" W CONCRETE FOOTING 5 WITH 2 #5 CONTINUOUS. CENTER P1 8" CMU ON FOOTING. FOUNDATION PLAN 114" = l'-0" NORTH CAST CONCRETE CAPS 6" WIDE CONCRETE CURB/EDGE LOW PLANTER 32'-8" 32'-8" 4'-8" 61 z P2 .0 DIMENSIONS TO OUTSIDE OF BRICK PLANTER PLAN 114" = T-0" NORTH o> COMMUNITY DEVELOPMENT APPROVED - WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 t�v FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 4/10/2018 APPROVED BY: WAL DRAWING FILE: BUDNICK PLANTER P1 NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA PLANTER PLAN AND FOUNDATION PLAN 1 CAST STONE CAP CAST STONE PAVE SLOPING 4" CONCRETE SLAB COMPACTED FILL REINFORCED CMU FOUNDATION WAL 20" W X 12" D CON FOOTING WITH 2 # LIMESTONE PAVERS AT LANDING AND STEPS - EL. 14'-41/2" EL. 13'-11 1/2" iC) EL. 13-61/2" in EL. 13-11/2" Lo EL. 12'-81 /2" EL. 12'-31/2" WALL SECTION 3/P2 - 8'-8" - --- SLOPE 1/2" 24" X 12" CONTINUOUS REINFORCED CONCRETE FOOTING 2'-0" WALL SECTION 11P2 1/2" = 1'-0" AT FRONT DOOR C9 0 EL. 15-0" EL. 10'-4" EL, 9' 4 SLOPING BRICK ROWLOCK AT - BRICK BASE CAP PAINTED QUEEN SIZE BRICK VENEER BASE QUEEN BRICK VENEER WALL SECTION 4/P2 1/2" = l'-0" STOOP TO PLANTER 1/2" = l'-0" TALL TO LOW PLANTERS CAST STONE CAP CAST STONE CAP 11 QUIKRETE MASONRY REINFORCED CMU WATERPROOFER 8610-09W - - - - - - APPLIED WITH BRUSH OR FOUNDATION WALL ROLLER 60 S.F. PER GALLON EL. 14'-8" INSIDE CMU WALLS TYPI L AT PLANTER. 4" TALL CMU REINFORCED CMU COMPACTED FILL — REINFORCED CMU v FOUNDATION WALL 12" REINFORCED CMU QUIKRETE MASONRY FOUNDATION WALL FIRST THREE COURSES EL. 10'-4" 0 20" W X 12" D CONC 20" W X 12" D CONC FOOTING WITH 3 #5 CONT - 8'-8" - --- SLOPE 1/2" 24" X 12" CONTINUOUS REINFORCED CONCRETE FOOTING 2'-0" WALL SECTION 11P2 1/2" = 1'-0" AT FRONT DOOR C9 0 EL. 15-0" EL. 10'-4" EL, 9' 4 SLOPING BRICK ROWLOCK AT - BRICK BASE CAP PAINTED QUEEN SIZE BRICK VENEER BASE QUEEN BRICK VENEER WALL SECTION 4/P2 1/2" = l'-0" STOOP TO PLANTER 1/2" = l'-0" TALL TO LOW PLANTERS CAST STONE CAP OA$T$TONE-H 11 EL. 12'-4" REINFORCED CMU - - - - - - QUEEN BRICK FOUNDATION WALL VENEER q REINFORCED CMU REINFORCED CMU FOUNDATION WALL FOUNDATION WALL QUIKRETE MASONRY 9' -4 - WATERPROOFER 8610-09 W 20" W X 12" D CONC APPLIED WITH BRUSH OR EXISTING FOOTING FOOTING WITH 2 #5 CONT ROLLER 60 S.F. PER GALLON INSIDE CMU WALLS TYPICAL AT PLANTER. 1'-8" I I 1 1 2'-0" 9'-4" WALL SECTION 8/P2 EL. 14'-8" v v EL. 10'-4" YYY o x x x EL. 12'-4" EL. 10'-4" CAST STONE CAP WALL SECTION 2/P2 112" = 1'-0" AT TALL PLANTER COMMUNITY DEVELORMIE NT APPROVE WALL SECTION 2/P2 1/2" = V-0" LOW PLANTER 1/2" = V-0" LOW FREE STANDING PLANTER DUEEN BRICK VENEER iEINFORCED CMU -OUNDATION WALL 20" W X 12" D CONC -DOTING WITH 2 #5 CONT WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 4/10/2018 APPROVED BY: WAL DRAWING FILE: BUDNICK PLANTER P2 NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA PLANTER SECTIONS P2 QUEEN BRICK VENEER o REINFORCED CMU FOUNDATION WALL 20" W X 12" D CONC FOOTING WITH 2 #5 CONT 9' -4 - WALL SECTION 2/P2 1/2" = V-0" LOW PLANTER 1/2" = V-0" LOW FREE STANDING PLANTER DUEEN BRICK VENEER iEINFORCED CMU -OUNDATION WALL 20" W X 12" D CONC -DOTING WITH 2 #5 CONT WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 4/10/2018 APPROVED BY: WAL DRAWING FILE: BUDNICK PLANTER P2 NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA PLANTER SECTIONS P2 ILI L I iuii�ii LI:�ii�iDi� Biu CAST Sl ONE -- - -- - p - STEPS- - PADVI ED= MK VENEER ------------ - 1 Z 2 WEST ELEVATION P2 P2 1/4" = 1'-0" (�'v)MUNITY DEVELOPMENT APrROVE0 v m CAST STONE CAP PAINTED BRICK VENEER WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 FL. CORP. AA2755 NOTES WILLIAM A. LELITHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 4/10/2018 APPROVED BY: WAL DRAWING FILE: BUDNICK PLANTER P3 NEW HOUSE BUDNICK 1251 SELVA MARINA CIRCLE ATLANTIC BEACH, FLORIDA FRONT ELEVATION P3