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386 2nd St RESA22-0017 Arch drawings revision 9-2-22_1ISSUED FOR PERMIT AND CONSTRUCTION 10.25.2021 APPLICABLE CODES: • 2020 FLORIDA BUILDING CODE -ACCESSABILITY • 2020 FLORIDA BUILDING CODE -BUILDING • 2020 FLORIDA BUILDING CODE -RESIDENTIAL • 2020 FLORIDA BUILDING CODE -PLUMBING • 2020 FLORIDA BUILDING CODE -MECHANICAL • 2020 NATIONAL ELECTRICAL CODE -NFPA 70 • 2020 FLORIDA FIRE PREVENTION CODE -7TH EDITION (NFPA 1 & NFPA 101) BUILDING OCCUPANCY: R-3 (SINGLE FAMILY RESIDENTIAL DWELLING) BUILDING CONSTRUCTION CLASSIFICATION: TYPE 5B MEANS OF EGRESS:BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. IT MUST BE AT LEAST 5.7 SQUARE FEET, THAT IS AT LEAST 20 INCHES WIDE BY 24 INCHES HIGH, WITH AN OPENING NO HIGHER THAN 44 INCHES FROM THE FLOOR. NEW RETAINING WALL AS REQUIRED (APPROX 18' TALL) EXISTING SHED EXISTING AC PAD EXISTING SLAB BENCH ALIGN BUILDING SETBACK LINE EXISTING PERVIOUS PAVERS BRL 20'-0"BRL7'-6"BRL7'-6"(PERVIOUS PAVERS)NEW SLAB 4'-6"6'-0"30'-6"7'-0" 6'-0"(APPROXIMATE)12'-9"-6" -6" 0" 0" 0"5'-0"3'-6"6'-4" 3'-0" RECESS SLAB AT SHOWER 4" ALIGN SLAB WITH EDGE OF EXISTING WALL EXISTING RETAINING WALL EXISTING RETAINING WALL EXISTING PORCH SLAB -6" (PORCH SLAB) BRL 20'-0" (SCREEN PORCH SLAB) REMOVE 16" SHADE TREE REMOVE THREE 12" PALM TREES EXISTING 6" SHADE TREES EXISTING 8" SHADE TREE 16" LIVE OAK 12" LIVE OAK EXISTING 8" PALM TREE EXISTING 12" PALM TREE EXISTING 4" SHADE TREE EXISTING SEWER LINE SHEET LIST SHEET NUMBER SHEET NAME A 001 TITLE SHEET A 002 GENERAL NOTES A 003 FLASHING DETAILS A 101 DEMO PLAN A 102 DEMO ROOF PLAN A 200 FIRST FLOOR PLAN A 202 ROOF PLAN A 203 SCHEDULES A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS A 401 SECTION DETAILS A 500 FIRST FLOOR RCP - ELECTRICAL Total: 13 www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E As indicated 10/25/2021 10:03:57 PMA 001 TITLE SHEET SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### SKLENICKA RESIDENCE 386 2nd St. ATLANTIC BEACH, FL NORTH 0 3' 6'12' SCALE: 3/16" = 1'-0" AREAS: LOT AREA: 8,453 EXISTING HVAC SPACE: 1,582 PROPOSED TOTAL HVAC SPACE: 1708 GARAGE: 237 SCREEN PORCH: 269 TOTAL UNDER ROOF: 2214 LOT COVERAGE: BUILDING FOOTPRINT 2214 FRONT PORCH 18 MASTER PATIO 90 A.C. PADS: 9 DRIVEWAY PAVERS: 1086*.5= 543 TOTAL SITE COVERAGE: 2874 TOTAL SITE COVERAGE % 34% NOTES: ZONING REGULATIONS: ZONED RS-2 SIDE SETBACK: Combined 15' (min 5') FRONT= 20'-0" REAR= 20'-0" HEIGHT= 35'-0" MAX IMPERVIOUS SURFACE: 45% MAX PROJECTION= EAVES 24" (OPEN PORCH 48") TREES:One (1) four-inch caliper tree shall be planted and/or preserved for every two thousand five hundred (2,500) square feet of development parcel area. Min one tree in the front yard. (must use trees from the recomended tree list) --14 TREE INCHES REQUIRED --52 TREE INCHES TO BE REMOVED --96 TREE INCHES TO BE PRESERVED DRAINAGE: - SITE TO SLOPE 4%FOR A MINIMUM OF 10' AWAY FROM BUILDING. IMPERVIOUS SURFACES MUST SLOPE AT LEAST 2% AWAY FROM BUILDING FOR A MIN OF 10' -ALL DOWNSPOUTS FLOW TO BURRIED DRAIN PIPES AND POP UPS THAT EMPTY TO THE STREET. 3/16" = 1'-0"A 001 SITE PLAN / SLAB PLAN2 No. Description Date By Toni Gindlesperger at 10:24 am, Sep 02, 2022 2:00 pm, Sep 07, 2022 By Mike Jones at 2:00 pm, Sep 07, 2022 BATT INSULATION BRICK CONCRETE CONCRETE MASONRY UNITS CONTINUOUS BLOCKING EARTH FINISHED WOOD GRAVEL GYPSUM BOARD PLYWOOD RIGID INSULATION STEEL ADA AMERICANS W/ DISABILITIES AFF ABOVE FINISHED FLOOR ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE ALUM ALUMINUM APPROXAPPROXIMATELY BD BOARD BEJ BUILDING EXPANSION JOINT BTM BOTTOM CLR CLEAR CO CLEAN OUT CONC CONCRETE COORD COORDINATE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CJ CONTROL JOINT D OR DIA DIAMETER DN DOWN DS DOWNSPOUT EA EACH EWC ELECTRIC WATER COOLER EJ EXPANSION JOINT EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION FINISH SYSTEM EQUIP EQUIPMENT EXT EXTERIOR FD FLOOR DRAIN FRP FIBERGLASS REINFORCED POLYESTER FRT FIRE RETARDENT TREATED FEC FIRE EXTINGUISHER CABINET GA GAUGE GC GENERAL CONTRACTOR GYP GYPSUM GWB GYPSUM WALL BOARD INSUL INSULATION H HEIGHT HOR HORIZONTAL MANUF MANUFACTURER MECH MECHANICAL MIN MINIMUM MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OH OPPOSITE HAND OSB ORIENTED STRAND BOARD PLAM PLASTIC LAMINATE PNT PAINT PREFAB PREFABRICATED REINF REINFORCED RD ROOF DRAIN RO ROUGH OPENING SIM SIMILAR SQ SQUARE SS STAINLESS STEEL STRUCT STRUCTURAL TERM TERMINATE TOS TOP OF STEEL TOM TOP OF MASONRY TYP TYPICAL UON UNLESS OTHERWISE NOTED VERT VERTICAL VCT VINYL COMPOSITION TILE W WIDTH WH WATER HEATER 1 1 1 1 1 101 ROOM BF W C101 ROOM 1t 101 A A (14'-0") ROOM NAME AND NUMBER REFERENCE DOOR NUMBER BORROWED LITE REFERENCE WINDOW MARKER SEE SHEET A-XXX PARTITION TYPE SEE SHEET A-XXX CASEWORK ELEVATION REFERENCE HEIGHT AFF ROOM NAME, NUMBER AND FINISH REFERENCE - SEE SHEET A-XXX FOR FINISHES NEW WORK NOTES DEMOLITION WORK NOTES HAZARDOUS MATERIAL TOILET ACCESSORY NOTE SEE SHEET A-XXX REVISION MARKER CONTROL OR EXPANSION JOINT - SEE SHEET A-XXX A-401A 1 A-501 1 A-501 A-401C A B D A A-301 A-201 A DETAIL DRAWN ON THIS SHEET (TYP) DETAIL NUMBER (TYP) DETAIL DRAWN ON THIS SHEET (TYP) DETAIL NUMBER (TYP) DETAIL INDICATORS ELEVATIONS DRAWN ON THIS SHEET (TYP) ELEVATION LETTER (TYP) INTERIOR ELEVATION REFERENCE SECTION DRAWN ON THIS SHEET (TYP) SECTION LETTER (TYP) BUILDING AND WALL SECTION REFERENCE ELEVATIONS DRAWN ON THIS SHEET (TYP) ELEVATION LETTER (TYP) BUILDING ELEVATION REFERENCE 1 A-101 DRAWING OR DETAIL TITLE SCALE PLAN OR SITE TITLE SCALE SHEETS WHERE REFERENCE IS CUT REFERENCE NUMBER A-102 TAKEN FROM STRUCTURE ALL DIMS EXT EXTERIOR FINISH 1/2" SHEATHING 5 1/2" ACTUAL WOOD STUD 1/2" GWB INT TAKEN FROM STRUCTURE ALL DIMS GENERAL NOTES FOR NEW CONSTRUCTION FLOOR PLANS EXISTING-TO-REMAIN PARTITIONS, DOORS, WINDOWS, PLUMBING FIXTURES, CASEWORK, EQUIPMENT, ETC., ARE SHOWN AS LIGHT GRAY LINES ON THE NEW CONSTRUCTION FLOOR PLANS. NEW CONSTRUCTION IS INDICATED BY SOLID DARK OR BLACK LINES. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S NEW CONSTRUCTION FLOOR PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE. BEHIND ALL TUBS/SHOWERS, PROVIDE TILE BACKER BOARD THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS, AND THEY MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY NCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL IF ANY DEMOLITION OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONSTRUCTION DOCUMENTS) CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION [AHJ]. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR FURTHER REQUIREMENTS. THE CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURES WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN PROFESSIONAL AND/OR STRUCTURAL ENGINEER. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE DESIGN PROFESSIONAL IN WRITING. REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER, AND SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. WHEN ROOFING MATERIALS ARE REMOVED FROM AN EXISTING ROOF DECK, THE CONTRACTOR SHALL VERIFY THAT ALL PENETRATIONS THROUGH THIS EXISTING DECK ARE PATCHED TO MAINTAIN THE STRUCTURAL INTEGRITY AND BE WATER / WEATHER-PROOF THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S DEMOLITION FLOOR PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL DEMOLITION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE DEMOLITION FOR THEIR DISCIPLINE. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING-TO-REMAIN MATERIALS AND FINISHES WHICH ARE DAMAGED DURING DEMOLITION OR REMOVED TO INSTALL NEW WORK DURING CONSTRUCTION. GENERAL NOTES FOR DIMENSION FLOOR PLANS THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE DESIGN PROFESSIONAL PRIOR TO CONTINUING WITH CONSTRUCTION. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE: TO CENTERLINE OF COLUMNS; TO FACE OF STRUCTURE AT STUD & CMU PARTITIONS; TO OUTSIDE FACE OF EXISTING WALLS. CRITICAL MINIMUM DIMENSIONS MAY BE INDICATED AS "MIN", "MINIMUM" OR "MINIMUM CLEAR". THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESSES OF THE SCHEDULED FINISH MATERIALS SUCH AS CERAMIC TILE, SOLID SURFACE MATERIAL, ETC., PRIOR TO "LAYING OUT" PARTITIONS, SINCE THE TOTAL "OUT-TO-OUT" WALL THICKNESS MUST BE CONSIDERED SO THAT THE REQUIRED "MINIMUM FACE-OF-FINISH" AND "MINIMUM CLEAR FACE-OF-FINISH" DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS. WHERE NEW GYPSUM BOARD PARTITIONS ARE A CONTINUATION OF AN EXISTING WALL OR COLUMN ENCASEMENT, THE FACE OF NEW GYPSUM BOARD SHALL BE ALIGNED WITH FACE OF EXISTING SURFACE REGARDLESS OF RATING. THE CONTRACTOR SHALL VERIFY ALL "EDGE OF SLAB" DIMENSIONS BY REFERENCING THE DESIGN PROFESSIONAL'S SECTIONS AND DETAILS. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S DIMENSIONED FLOOR PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE. PROVIDE CONTINUOUS JOINT SEALANT TO PROVIDE "WATER-TIGHT" AND "AIR-TIGHT" CONDITION AT THE PERIMETERS OF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, CASEWORK, COUNTERTOPS, PLUMBING FIXTURES, TOILET ACCESSORIES (BOTH RECESSED & SURFACE MOUNTED), FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. (EVEN WHEN THE JOINT AT THE PERIMETER IS EITHER HIDDEN OR NOT READILY VISIBLE). THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER-TIGHT, WEATHER-TIGHT AND CONDITIONED SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN 70 DEGREES F (INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY THE OWNER. THE SHAPES AND SIZES OF STRUCTURAL MEMBERS SHOWN ON ARCHITECTURAL FLOOR PLANS, SECTIONS AND DETAILS ARE "DIAGRAMMATIC ONLY". SEE THE STRUCTURAL DRAWINGS FOR THE ACTUAL SHAPE AND SIZE OF EACH STRUCTURAL MEMBER. THE GENERAL CONTRACTOR (GC) SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE BID & EXECUTION OF ANY WORK. THE GC SHALL CAREFULLY SURVEY THE EXISTING JOB CONDITIONS TO VERIFY THEM. THE GC SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DIMENSIONS TAKE PRIORITY OVER SCALE, DIRECTION TO ALIGN TAKES PRIORITY OVER DIMENSIONING, DIMENSIONING SCALE AND ALIGNMENT, BUILDING SET BACKS AND HEIGHT LIMITS. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE GC'S EXECUTION OF ANY WORK. REFER TO THE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL SIZES AND INFORMATION. ALL DIMENSIONS SHOWN IN THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION PURPOSES ONLY. ALL WORK SHALL CONFORM TO THE IBC CODE, COUNTY PLANNING AGENCY, IN ADDITION TO ALL CODES, (FEDERAL, STATE AND LOCAL REGULATIONS). THE BUILDING SHALL COMPLY WITH ALL CURRENT ENERGY REQUIREMENTS AND CALCULATIONS. THE GC SHALL ENSURE THAT EXISTING WORK ON THE SITE IS PROTECTED AT ALL TIMES, AND SHALL REPLACE DAMAGED WORK TO THE SATISFACTION OF THE OWNER. THE GC SHALL BE RESPONSIBLE FOR THE DESIGN AND/OR CONSTRUCTION AND COORDINATION OF ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK. THIS INCLUDES ANY DRAWINGS, SHOP DRAWINGS, DETAILS CALCULATIONS ETC. THAT MAY BE REQUIRED TO PROPERLY EXECUTE THIS WORK. THE GC SHALL NOT MAKE ANY DESIGN DECISIONS WITHOUT FIRST CONSULTING THE ARCHITECT. NOTIFY THE ARCHITECT PRIOR TO PLACEMENT OF ALL VENTS AND DIFFUSERS TO ENSURE PROPER PLACEMENT. LOCATION OF LIGHTING DEVICES, MECHANICAL EQUIPMENT, PLUMBING FIXTURES, AND FIRE PROTECTION DEVICES SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR GENERAL LOCATION REFERENCE ONLY. LOCATIONS, QUANTITIES AND CODE COMPLIANCE OF ALL ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DEVICES ARE THE SOLE RESPONSIBILITY OF THE GC. ANY RELOCATION'S, ADDITIONS OR INDICATIONS TO BE MADE IN THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS REQUIRED BY THE BUILDING INSPECTOR OF REGULATORY AGENCIES, OR VISIBLE EXISTING CONDITIONS SHALL BE PERFORMED BY THE GC AT NO EXPENSE TO THE OWNER. ALL EXISTING ABANDONED ELECTRICAL, MECHANICAL SYSTEMS ARE TO BE REMOVED FROM THE JOB SITE. THE ARCHITECT IS NOT RESPONSIBLE FOR THE COORDINATION, COMPLETENESS, LOCATIONS, OR CONTENT OF ANY CONSULTANTS OR CONTRACTORS. ALL INTERIOR, NON LOAD BEARING PARTITIONS SHALL BE COMPRISED OF 2X4, 2X6 WOOD OR METAL STUDS @ 16" O.C. OR AS SHOWN. PAINT: ALL PAINTED SURFACES TO RECEIVE LEVEL FIVE PAINT FINISH.OR PRIMER AND TWO COATS. ACCESSORY BACK UP PLATES: INSTALL BACK UP PLATE GASKETS BEHIND ALL IN-WALL-MOUNTED ACCESSORIES AS REQUIRED. WEATHER STRIPPING SHALL BE PROVIDED AT ALL DOORS AND WINDOWS THAT SEPARATE HEATED SPACE FROM UNHEATED SPACE, OR THE BUILDING EXTERIOR. (INC. GARAGE DOORS AND AT FURNACE CLOSETS.) INFILTRATION SHALL NOT EXCEED .5 CU. FT./MIN./SQ.FT. WITH A PRESSURE DIFFERENCE OF 1.567 PSI (WIND LOAD OF 25 MPH). ALL EXTERIOR BUILDING JOINTS SHALL BE FILLED WITH SEALANT. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO ALL DRAWINGS. THE ARCHITECT IS THE FINAL INTERPRETER OF THE DRAWINGS AND ANY DISCREPANCIES THERE IN. ON REMODELS, ALL MATERIALS, TEXTURES AND COLORS ARE TO MATCH EXISTING, TO COMPLETELY BLEND IN VISUALLY, U.N.O. CONTRACTOR TO SECURE ALL PERMITS, INSPECTIONS, ETC. INCLUDING CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES REQUIRED FOR THE COMPLETION OF THE PROJECT. GENERAL NOTES FOR PROJECT GENERAL NOTES FOR DEMOLITION PLANS GENERAL NOTES FOR TEMPERED GLAZING GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING IN ALL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS; A. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET; B. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR; C. THE TOP EDGE OF GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR; D. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON- STRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHED MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. THIS APPLIES TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS, AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS.www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E As indicated 10/25/2021 10:03:58 PMA 002 GENERAL NOTES SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### MATERIAL LEGEND ABBREVIATIONS SYMBOL LEGEND 1 1/2" = 1'-0" DIMENSION LEGEND No. Description Date By Toni Gindlesperger at 10:24 am, Sep 02, 2022 www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 10/25/2021 10:03:58 PMA 003 FLASHING DETAILS SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### IMPORTANT:USE THE FLASHING METHOD SHOWN ON THIS SHEET. CONSULT ARCHITECT IF DEVIATING FROM THE METHOD SHOWN. ALL WINDOW PENETRATION TO BE FLASHED IN ACCORDANCE WITH FMA / AAMA 200-12 AND FBC 1405.4/ R703.4 NOTE:AT ALL DOOR PENETRATIONS FOLLOW FMA / AAMA 400-13 FOR FLASHING INSTRUCTIONS AS WELL AS THOSE REQUIRED BY FBC 1405.4/ R703.4. No. Description Date By Toni Gindlesperger at 10:24 am, Sep 02, 2022 RefrigeratorRange DEMO RETAINING WALL DEMO PAVERS DEMO SHED AC PAD NOT IN SCOPE OF WORK DEMO AND LOWER TOP OF EAST GARAGE WALL. NEW TOP PLATE TO BE APPROXIMATELY 3-5" LOWER IN ORDER TO ACHIEVE A MINIMUM 1/2" ROOF SLOPE. CONFIRM THAT INTERIOR CEILING HEIGHT AT EAST WALL WILL NOT BE LESS THAN 7'-6". REFER TO STRUCTURAL FOR DETAILS. DEMO EXISTING SHOWER ENCLOSURE D E M O P A V E R S CONSULT WITH OWNER ABOUT SAVING AND RE- USING PAVERS IS FEASABLE DEMO EXISTING WOOD STUD WALL TO REPLACE WITH CMU WALL DEMO WINDOWS ABOVE WALL. LENGTH TO ALLOW MIN 18" CLEAR IN FRONT OF EXISTING A.C. UNIT (SEE SHEET A200) DEMO DOOR www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:03:59 PMA 101 DEMO PLAN SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### No. Description Date By Toni Gindlesperger at 10:24 am, Sep 02, 2022 2 A 300 1 A 300 1 A 301 2 A 301 DEMO FLAT ROOF OVER PORCH DEMO EAVE AND PORTION OF GARAGE ROOF TO MAKE ROOM FOR ADDITION DEMO EXISTING PORCH CANOPY EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN DEMO AND LOWER TOP OF EAST GARAGE WALL. NEW TOP PLATE TO BE APPROXIMATELY 3-5" LOWER IN ORDER TO ACHIEVE A MINIMUM 1/2" ROOF SLOPE. CONFIRM THAT INTERIOR CEILING HEIGHT AT EAST WALL WILL NOT BE LESS THAN 7'-6". REFER TO STRUCTURAL FOR DETAILS. www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:04:00 PMA 102 DEMO ROOF PLAN SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### 1/4" = 1'-0"A 102 DEMO ROOF PLAN1 No. Description Date By Toni Gindlesperger at 10:24 am, Sep 02, 2022 RefrigeratorRange STACKW/DNEW RETAINING WALL AS REQUIRED EXISTING SHED EXISTING SHED EXISTING AC PAD SCREEN PORCH HATCHED AREA NOT IN SCOPE OF WORK RE-CONVERT ROOM BACK INTO A GARAGE (FUTURE HOT TUB)18-20" DEEP CABINETS8'-3"3'-3"5'-4"9'-5 1/2"8'-8"8'-4"17'-1" SCREEN ENCLOSURE. SEE STRUCTURAL FOR WOOD POST SIZE AND SPACING REQUIREMENTS BUILDING SETBACK LINE ALIGN PATCH AND FILL DOOR OPENING (LIVING ROOM) DINING ROOM 4'-8" 8" 2'-8"6'-5"2'-6"15'-0"6'-0"7'-9" 201 103 D C C C B DEMO AND LOWER TOP OF EAST GARAGE WALL. NEW TOP PLATE TO BE APPROXIMATELY 3-5" LOWER IN ORDER TO ACHIEVE A MINIMUM 1/2" ROOF SLOPE. CONFIRM THAT INTERIOR CEILING HEIGHT AT EAST WALL WILL NOT BE LESS THAN 7'-6". REFER TO STRUCTURAL FOR DETAILS. 3'-0"6'-0"3'-0"4'-9" A A 102 -6" ALIGN CMU WITH EXISTING STRUCTURE PROVIDE GYPSUM & FURRING 101 201 202 202 104 1 A 400 XXX 2 A 400 1 A 401 BENCH NEW SHOWER ENCLOSURE AT EXISTING EXTEND SLAB 6'-0" MIN CLEAR 1'-6"10'-0"6'-0" (PERVIOUS PAVERS) NEW A.C. PAD EXISTING SEWER LINE. COORDINATE WALL FOOTER AND PAVER DEPTH W/ SEWER LINE. OPERABLE OPERABLE OPERABLEMIN.5'-0"WALL TO MATCH HEIGHT OF ADJCENT EXISTING PORCH WALL. INSTALL SCREEN ABOVE EXISTING WALL. REMOVE AND GYPSUM AND FURRING. PROVIDE CONCRETE CAP AND FLASHING AS NEEDED. SEAL AND PAINT ALL SIDES OF CMU 2 A 401 7'-0"10" FULL HEIGHT PANTRY CABINETS A A A A B B B B ADD INSULATION TO WALL, SEAL OFF DUCT WORK TO GARAGE C C PRESSURE TREATED WOOD COLUMN (REFER TO STRUCTURAL). WRAP COLUMN WITH HARDIE OVER WRB. MASTER BEDROOM A.C. PAD POTENTIALLY NOT REQUIRED. CONSULT WITH HVAC SUB ABOUT EXPANDING THE EXISTING SYSTEM FOR THE MASTER SUITE OR INSTALLING A MINI-SPLIT SYSTEM TO SERVICE THE MASTER SUITE. D 2'-6" OPERABLE www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:04:00 PMA 200 FIRST FLOOR PLAN SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### NORTH 0 2' 4'8' SCALE: 1/4" = 1'-0" 1/4" = 1'-0"A 200 NEW CONSTRUCTION PLAN1 NOTE:DOOR AND WINDOW DIMENSIONS DENOTE UNIT SIZES NOT ROUGH OPENINGS NOTE:MASONRY OPENINGS TO BE 1-1/2" WIDER ON ALL SIDES OF DOORS AND WINDOWS THAN INDICATED ON DRAWINGS. THE SPACE PROVIDED IS TO ACCOMMODATE A PRESSURE TREATED LUMBER BUCK. No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 2 A 300 1 A 300 1 A 301 2 A 301 EXISTING ROOF NEW ROOF EXISTING ROOF NEW ROOF NEW ROOF 1 A 400 2 A 4001'-6"DEMO AND LOWER TOP OF EAST GARAGE WALL. NEW TOP PLATE TO BE APPROXIMATELY 3-5" LOWER IN ORDER TO ACHIEVE A MINIMUM 1/2" ROOF SLOPE. CONFIRM THAT INTERIOR CEILING HEIGHT AT EAST WALL WILL NOT BE LESS THAN 7'-6". REFER TO STRUCTURAL FOR DETAILS. OUTLINE OF STRUCTURE BELOW OUTLINE OF STRUCTURE BELOW 3'-0"1'-6"2'-0"2'-0"1'-6"1'-6" CRICKET2" / 12"3" / 12"3" / 12"3" / 12"1'-6"1'-6" SLOPE SLOPE FULL ROLLED STANDING SEAM METAL ROOF RATED FOR 2:12" SLOPE STANDING SEAM METAL ROOF FULL ROLLED STANDING SEAM METAL ROOF RATED FOR 2:12" SLOPE 2" / 12"BUILDER TO CONSULT WITH OWNER ABOUT ADDITIONAL COST TO CONVERT EXISTING ROOF TO STANDING SEAM METAL ROOF. 3 A 401 SLOPE OF THE PORCH ROOF TO MATCH EXISTING. VERIFY SLOPE IN FIELD PRIOR TO ORDERING TRUSSES. www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:04:01 PMA 202 ROOF PLAN SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### NORTH 0 2' 4'8' SCALE: 1/4" = 1'-0" 1/4" = 1'-0"A 202 ROOF1 NOTE:CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. NOTE:REFER TO METAL ROOF MANUFACTURER FOR ALL INSTALLATION DETAILS INCLUDING FLASHING AND UNDERLAYMENT. NOTE:PROVIDE GUTTERS AT ALL ROOFS No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 1/2" GWB 3 1/2" WOOD STUD 1/2" GWB A C B 8" CMU 1.5" WOOD STUD 1/2" GWB INTERIOR: 4 1/2" PARTITIONEXTERIOR: LAP ON CMU SEAL AND PAINT EXPOSED CMU TO MATCH EXISTING 1.5" RIGID INSULATION NOTE:REFER TO ELEVATIONS FOR LOCATIONS OF WALL TYPE 'A' TO RECIEVE STONE WAINSCOTT 1/2" GWB 3 1/2" WOOD STUD 1/2" GWB INTERIOR: 6 1/2" PARTITION INSULATION AT SLEEPING ROOMS INSULATION AT SLEEPING ROOMS GENERAL NOTES FOR TEMPERED GLAZING GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING IN ALL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS; A. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET; B. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR; C. THE TOP EDGE OF GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR; D. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON- STRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHED MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. THIS APPLIES TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS, AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION REQUIRING SAFETY GLAZING MATERIALS. www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E As indicated 10/25/2021 10:04:01 PMA 203 SCHEDULES SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### DOOR SCHEDULE Mark Quantity Description Width Height Comments 101 1 EXTERIOR, FULL VIEW, DOUBLE DOOR 5'-0" 6'-8" 102 1 EXTERIOR, FULL VIEW, DOUBLE DOOR 5'-8" 8'-0" CONSULT CLIENT IG INTEGRAL BLINDS ARE DESIRED 103 1 EXTERIOR, FULL VIEW 2'-8" 6'-8" CONSULT CLIENT IG INTEGRAL BLINDS ARE DESIRED 104 1 EXTERIOR, FLUSH, SOLID CORE 3'-0" 6'-8" GARAGE PASAGE 201 2 INTERIOR, FLUSH, SOLID CORE 2'-4" 6'-8" 202 2 INTERIOR, POCKET, FLUSH, SOLID CORE 2'-4" 6'-8" XXX 1 OVERHEAD GARAGE DOOR, TBD BY OWNER 8'-0" 7'-0" Grand total: 9 WINDOW SCHEDULE Mark Quantity Description Height Width Comments A 2 CASEMENT 5'-0" 3'-0" B 1 FIXED 5'-0" 2'-6" C 3 FIXED 2'-0" 2'-0" D 2 CASEMENT 4'-0" 2'-6" PRIVACY COATING Grand total: 8 NOTE:MASONRY OPENING TO BE 1-1/2" WIDER ON ALL SIDES OF DOORS AND WINDOWS THAN INDICATED ON DRAWINGS. THE SPACE PROVIDED IS TO ACCOMODATE A PRESSURE TREATED LUMBER BUCK. NOTE:ALL GLASS PANELS IN DOORS TO BE TEMPERED OR LAMINATED SAFETY GLASS NOTE:EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING (E.G. OPERABLE WINDOW) EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM). EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET (0.465 M2). No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 FIRST FLOOR 0" EXISTING ROOF BEARING 8'-0" NEW ROOF BEARING 9'-0" EXISTING STRUCTURE PROPOSED ADDITION 1 A 400 2'-0"HARDIE LAP AT KNEE WALL. GREY PAINT FINISH PRESSURE TREATED WOOD POST W/ GREY PAINT FINISH, TYP. B 102 STONE WAINSCOTT TO MATCH EXISTING SEAL AND PAINT EXPOSED CMU GREY COLOR TO MATCH EXISTING(SCREEN)2'-0"ADD STONE WAINSCOTT TO EXISTING WALL EXUIPMENT ENCLOSURE WALL. HEIGHT TO MATCH EXISTING PORCH WALL WINDOW SILL. SEAL AND PAINT EXISTING CMU TO MATCH EXITING. HARDIE LAP (CEDAR MILL). NOTE:FOR SIMULATION OF WOOD TEXTURE, COLOR AND APPERANCE ON HARDIE TEXTURED PRODUCTS, USE EITHER METHOD SHOWN AT: --https://www.youtube.com/watch?v=uAnnMQ-6i_s --https://www.youtube.com/watch?v=eMveZgYw0rU FIRST FLOOR 0" EXISTING ROOF BEARING 8'-0" NEW ROOF BEARING 9'-0" 2 A 400 DEMO AND LOWER TOP OF EAST GARAGE WALL. NEW TOP PLATE TO BE APPROXIMATELY 3-5" LOWER IN ORDER TO ACHIEVE A MINIMUM 1/2" ROOF SLOPE. CONFIRM THAT INTERIOR CEILING HEIGHT AT EAST WALL WILL NOT BE LESS THAN 7'-6". REFER TO STRUCTURAL FOR DETAILS. 103 D C C C (EXISTING STRUCTURE) NEW STRUCTURE NEW ROOF NEW ROOF 2" / 12"3" / 12"1'-6" NEW SHOWER ENCLOSURE 7'-0"CONVERT EXISTING WALL TO CMU EXTEND STONE WAINSCOTT 18" AROUND CORNER 6'-0"2'-0"3'-0" 4'-0" SEAL AND PAINT EXPOSED CMU GREY COLOR TO MATCH EXISTING D 3'-0" 4'-0" www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:04:02 PMA 300 ELEVATIONS SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### 0 2' 4'8' SCALE: 1/4" = 1'-0" 1/4" = 1'-0"A 300 SOUTH1 1/4" = 1'-0"A 300 EAST2 No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 FIRST FLOOR 0" EXISTING ROOF BEARING 8'-0" NEW ROOF BEARING 9'-0" 2 A 400 (EXISTING STRUCTURE) A A(SCREEN) 2'-0" 1'-6"3" / 12"2" / 12"(SCREEN DOOR) GREY PAINTED HARDIE LAP TO MATCH EXISTING CMU COLOR (SEAL & PAINT CMU TO MATCH EXITING, TYP.) HARDIE LAP (CEDAR MILL). NOTE:FOR SIMULATION OF WOOD TEXTURE, COLOR AND APPERANCE ON HARDIE TEXTURED PRODUCTS, USE EITHER METHOD SHOWN AT: --https://www.youtube.com/watch?v=uAnnMQ-6i_s --https://www.youtube.com/watch?v=eMveZgYw0rU FIRST FLOOR 0" EXISTING ROOF BEARING 8'-0" NEW ROOF BEARING 9'-0" 1 A 400 XXX NEW ENTRANC CANOPY AND COLUMN EXTEND WALL TO BOTTOM OF CANOPY (EXISTING STRUCTURE) (EXISTING STRUCTURE) PAINT EXISTING DOOR BLACK www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:04:03 PMA 301 ELEVATIONS SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### 1/4" = 1'-0"A 301 WEST1 1/4" = 1'-0" NORTH 0 2' 4'8' SCALE: 1/4" = 1'-0" No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 FIRST FLOOR 0" EXISTING ROOF BEARING 8'-0" NEW ROOF BEARING 9'-0" 2 A 400 EXISTING/NEW CONSTRUCTION LINE REFER TO STRUCTURAL FOR BEAM DETAILS AND/OR CONNECTION DETAILS TO EXISTING STRUCTURE DROPPED CEILING IN LAUNDRY ROOM TO MATCH EXISTING (MASTER CLOSET) EXISTING SLAB MAY ALREADY BE STEPPED DOWN. REMOVE ANY SLEEPERS THAT MAY EXIST TO RECONVERT SPACE BACK INTO A GARAGE 103 D C C C FIRST FLOOR 0" NEW ROOF BEARING 9'-0" 1 A 400 TRUSS DESIGN BY OTHERS B 102 3 A 400 FASCIA TO HANG A MINIMUM OF 1/2" BELOW SOFIT HARDIE SOFIT PANEL CLOSED CELL SPRAY FOAM INSULATION STANDING SEAM ALUMINUM ROOF UNDERLAYMENT PER ROOFING MANUFACTURER'S RECOMENDATIONS METAL DRIP EDGE FLASHING TRUSS BY OTHERS GYPSUM WALL BOARD REFER TO STRUCTURAL FOUNDATION DETAILS WEEP SCREED VAPOR BARRIER (POLYETHYLENE). WRAP END OF SLAB AT SLAB PERMIMETER SLOPE GRADE MIN 4% NOTE:SITE TO SLOPE 4% FOR A MINIMUM OF 10' AWAY FROM BUILDING. IMPERVIOUS SURFACES MUST SLOPE AT LEAST 2% AWAY FROM BUILDING FOR A MIN OF 10'MIN4"BRICK VENEER DIRECT APPLIED TO CMU PER MANUFACTURER'S RECOMENDATIONS SEAL AND PAINT EXPOSED CMU TO MATCH EXISTING 4 A 401 NOTE:GUTTERS INSTALLED AT BOTTOM OF ROOF SLOPE. REFER TO MANUFACTURER RECOMENDATIONS & INSTALLATION INSTRUCTIONS STONE WAINSCOTT SILL TO MATCH EXISTING HARDIE LAP (CEDAR MILL). NOTE:FOR SIMULATION OF WOOD TEXTURE, COLOR AND APPERANCE ON HARDIE TEXTURED PRODUCTS, USE EITHER METHOD SHOWN AT: --https://www.youtube.com/watch?v=uAnnMQ-6i_s --https://www.youtube.com/watch?v=eMveZgYw0rU HARDIE TRIM, CEDAR MILL WITH SIMULATED WOOD COLOR OUTSIDE CLOSURE. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E As indicated 10/25/2021 10:04:04 PMA 400 SECTIONS SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### 3/8" = 1'-0"A 400 Section 11 1/2" = 1'-0"A 400 Section 22 1 1/2" = 1'-0"A 400 WALL SECTION, TYP.3 No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 NOTCH P.T. WOOD WALL CAP AROUND POSTS. APPLY SEALANT AT INTERSECTION OF POST AND WALL CAP.2'-0".ELEVATED POST BASE TO KEEP BOTTOM OF LUMBER FROM CONTACT WITH SLAB. REFER TO STRUCTURAL FOR DETAILS MIN.4"SCREEN BATTONS CONTINUOUS P.T. WOOD POST. REFER TO STRUCTURAL.WRB HARDIE LAP METAL DRIP EDGE FLASHING. SET IN SEALANT AGAINST LEDGE CAP 1/2"1/2"HARDIE PANEL. LEAVE 1/2" GAP AT TOP AND BOTTOM FOR AIR FLOW AND DRYING SEAL AND PAINT FINISH ON ALL SIDES TO MATCH EXISTING. CONCRETE CAP. SEAL AND PAINT FINISH TO MATCH EXISTING. REFER TO STRUCTURAL FOR ALL FOOTING AND REINFORCEMENT REQUIREMENTS. NOTCH RAFTERS TO FIT ON BEAM, REFER TO STRUCTURAL 2X10 RAFTERS OR FURRING TO ACHIEVE SIMILAR DEPTH EXTEND EXISTING WALL AND STONE FINISH AS REQUIRED PLYWOOD SHEATHING HARDIE SOFFIT OUTSIDE CLOSURE. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONSMETAL DRIP EDGE FLASHING NOTCH RAFTERS TO FIT ON BEAM, REFER TO STRUCTURAL PRESSURE TREATED WOOD COLUMN (REFER TO STRUCTURAL). WRAP COLUMN WITH HARDIE OVER WRB. NAILING FIN BACKER ROD AND CAULK/ NON-EXPANDING FOAM SEAL NAILING FIN BACKER ROD AND CAULK/ NON-EXPANDING FOAM SEAL CONTINUOUS BEAD OF CAULK BEHIND NAILING FLANGE (JAMBS AND HEAD ONLY) STAINED/ PAINTED TRIM WITH MITERED CORNERS 1/2" AROUND ENTIRE WINDOW GYPSUM GYPSUM STAINED/PAINTED TRIM WITH MITERED CORNERS 1/2" AROUND ENTIRE WINDOW 4"4"STAINED/PAINTED TRIM WITH MITERED CORNERS STAINED/ PAINTED TRIM WITH MITERED CORNERS SHIMS BRICK VENEER DIRECT APPLIED TO CMU FLUID APLIED FLAHSING FIRST OVER CMU THEN INSTAL BUCK AND FLASH THE ENTIRE WOOD BUCK PER FMA / AAMA 200-12 FLUID APLIED FLAHSING FIRST OVER CMU THEN INSTAL BUCK AND FLASH THE ENTIRE WOOD BUCK PER FMA / AAMA 200-12 SEALANT STONE SILL. USE METAL ANGLE SUPPORT IF NEEDED (DEPENDING ON SIZE OF STONE SILL) MORTAR HARDIE TRIM. COLOR TO MATCH WINDOW FRAME SEALANT HARDIE TRIM. COLOR TO MATCH WINDOW FRAME SEAL AND PAINT EXPOSED CMU TO MATCH EXISTING SLOPE SLAB 1/4":12" MIN. CMU (SEALED AND PAINTED) 3'-0"3'-2"COMPOSITE FENCE, TYP. WATER BARRIER PRESSURE TREATED POST, TYP. PRESSURE TREATED POST, TYP. NOTE: SHOWER SLAB TO BE MIN 4" BELOW SLAB OF MAIN STRUCTURE.-4"www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E As indicated 10/25/2021 10:04:05 PMA 401 SECTION DETAILS SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### 3" = 1'-0"A 401 PORCH ENCLOSURE DETAIL1 1 1/2" = 1'-0"A 401 EQUIPMENT ENCLOSURE WALL2 1 1/2" = 1'-0"A 401 PORCH ROOF DETAIL3 6" = 1'-0"A 401 TYP. WINDOW DETAIL AT CMU4 1 1/2" = 1'-0"A 401 OUTDOOR SHOWER, TYP.5 No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022 RefrigeratorRange STACKW/D1. THIS DRAWING IS ONLY FOR ELECTRICAL/ LIGHTING FIXTURE PLACEMENT. 2. ALL LIGHTS TO BE LED WITH A WARM COLOR INDEX 3. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. 4. USE APPARENT CENTERLINES FOR LIGHT FIXTURES. 5. SEE MANUFACTURER SPECIFICATIONS FOR ALL EQUIPMENT POWER REQUIREMENTS. 6. SEE CASEWORK AND KITCHEN SHOP DRAWINGS FOR ELECTRICAL REQUIREMENTS. THESE MAY DIFFER FROM THE ARCHITECTURAL DRAWINGS 7. ALL LIGHTS AND SWITCHES NOT IN HVAC SPACE TO BE RATED FOR EXTERIOR USE 8. ALL EXTERIOR OUTLETS TO BE GFCI IN A WEATHERPROOF ENCLOSURE. 9. ALL OUTLETS NOT IN HVAC SPACE TO BE GFCI (E.G. GARAGE, COVERED STORAGE, PORCHES, ETC.) LIGHTING & CEILING NOTES TV gfi 4" SD S CM F 42" AFF 42" AFF GFI DATA SWITCH DUPLEX OUTLET QUAD TELEVISION DUPLEX GROUND FAULT CIRCUIT INTERRUPT DUPLEX OUTLET 42" DUPLEX OUTLET 42" AFF, GROUND FAULT CIRCUIT INTERRUPT EXHAUST FAN CEILING MOUNTED CARBON MONOXIDE DETECTOR CEILING MOUNTED SMOKE DETECTOR WALL MOUNTED SCONCE LIGHT. (LED) 4" RECESSED CAN LIGHT (LED) SURFACE MOUNTED LIGHT (LED) CEILING FAN, NO LIGHT FLOOR OUTLET ELECTRICAL SYMBOLS 1 A 400 2 A 400 HATCHED AREA NOT IN SCOPE OF WORK S 4" 4" START OF NEW ROOF STRUCTURE @ 9'-0" BEARING 8'-0" CEILING HEIGHT 4" 4" 4"4"4"4" 4" 4" 8'-0" CEILING HEIGHT 9'-0" CEILING HEIGHT 4"4" 4"4" 4"4" 4"4" 4"4" 4" F EXHAUST/LIGHT COMBO F 4" 4" 4"42" AFF GFI42" AFF GFITV 42" AFFSD SD CM CM 4"4"4" 4"4"4" TV 4" (CONVERT EXISTING OUTLETS TO GFCI IN GARAGE) RECEPTICALS FOR WASHER AND DRYER 42" AFF GFI42" AFF GFI 4"4" S (DEMO / RELOCATE EXISTING CAN LIGHTS)84" AFF4"4"4" gfi gfigfi gfi WEATHERPROOF ENCLOSURE WEATHERPROOF ENCLOSURE WEATHERPROOF ENCLOSURE HARDIE PANEL (CEDAR MILL). NOTE:FOR SIMULATION OF WOOD TEXTURE, COLOR AND APPERANCE ON HARDIE TEXTURED PRODUCTS, USE EITHER METHOD SHOWN AT: --https://www.youtube.com/watch?v=uAnnMQ-6i_s --https://www.youtube.com/watch?v=eMveZgYw0rU NOTE:ADDITIONAL HEAT PUMP SYSTEM POTENTIALLY NOT REQUIRED. CONSULT WITH HVAC SUB ABOUT EXPANDING THE EXISTING SYSTEM FOR THE MASTER SUITE OR INSTALLING A MINI-SPLIT SYSTEM TO SERVICE THE MASTER SUITE. www.speltsarchitect.com Scale Date Drawn By Checked By Project Number FLORIDA REGISTRATION: # AR99826 1612 FIFTH St. S. JACKSONVILLE BEACH, FL 32250 E: collin@speltsarchitect.com PH: 904-923-9150 COLLIN SPELTS, NCARB COLLIN SPELTS A R C H I T E C T U R E 1/4" = 1'-0"10/25/2021 10:04:06 PMA 500 FIRST FLOOR RCP - ELECTRICAL SKLENICKA RESIDENCE Checker Author AUGUST 8, 2021 ##### NORTH 0 2' 4'8' SCALE: 1/4" = 1'-0" 1/4" = 1'-0"A 500 FIRST FLOOR ELECTRICAL PLAN1 No. Description Date By Toni Gindlesperger at 10:25 am, Sep 02, 2022