A.3 - 1406 Ethridge Ave - plans — original pdf

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LOT 5 LOT 6 Revisions Date - E E R H T N O T R O P I " 2 1 6 - ' 4 2 ' . 9 2 0 0 1 I = T N O P H G H I ' . 4 5 0 0 1 = T N O P H G H I I ' 0 0 . 1 0 1 = T N O P H G H I I - O W T N O T R O P I " 0 - ' 0 4 - E N O N O T R O P I " 0 - ' 0 4 " 9 - ' 5 3 BLOCK 28 LOT 4 HIGH POINT = 101.00' " 4 1 4 - ' 8 101 EXISTING GARAGE FFE = 101.0' EXISTING WOOD FENCE TO BE REMOVED (S 60°00'00" E 50.00') S 59°14'58" E 50.01' e e e e e e e DIMENSION FROM CENTERLINE OF POWERLINE TO STAIR STRUCTURE (S 60°00'00" E 27.00') S 60°20'14" E 26.96' e 10' REAR SETBACK e 5' UTILITY EASEMENT e HIGH POINT PORTION TWO = 100.29' POWER POLE HIGH POINT PORTION TWO = 100.54' OVERHEAD ELEC. EXISTING ELEC. LINE TO BE BURIED TO HOUSE 15" HACKBERRY PROPOSED ADDITION FFE = 101.0' e 101 e e SPACE FOR BBQ e NEW REAR PORCH K C A B T E S E D S I ' 5 PROPOSED ADDITION FFE = 102.5' e e ' . 3 0 0 4 1 W ' " 8 2 0 1 ° 0 3 S ) ' 0 0 0 4 1 . W ' " 0 0 0 0 ° 0 3 S ( FOUND 1/2" IRON ROD,TYP. NEW A/C PAD & UNIT LOW POINT = 100.29' . ) ' 0 0 0 4 1 E " 0 0 0 0 ° 0 3 N ( ' ' . 8 3 0 4 1 E " 0 0 0 0 ° 0 3 N ' E S A B G N R A E B I HIGH POINT = 101.00' EXISTING CONCRETE DRIVEWAY e LOT 15 HIGHEST ADJ. GRADE = 101.00' 8",8", 7",4" LUGUSTRUM 101 HIGH POINT PORTION ONE = 101.00' GRAY HATCH INDICATES NEW FOUNDATION EXISTING A/C PAD & UNITS EXISTING WOOD FENCE TO BE REMOVED EXISTING IRON FENCE BLOCK 28 LOT 12 LOW POINT = 100.59' 1 2 CRZ EXISTING RESIDENCE FFE = 102.5' K C A B T E S E D S I ' 5 31" LIVE OAK 100.59' NEW FRONT PORCH 1 2 CRZ 25' FRONT SETBACK 26" PECAN LOT 14 0.2467 ACRE 10,748 SQ. FT.+/- K L A W E T E R C N O C G N T S X E I I 1 0 0 13" ELM LOWEST ADJ. GRADE = 100.00' 1 2 CRZ 25" PECAN X X EXISTING BRICK COLUMN 1 2 CRZ 30" LIVE OAK LOT 13 32" LIVE OAK 1 2 CRZ 1 0 0 LOW POINT OF GRADE = 99.6' N 59°54'27" W 49.54' (N 60°00'00" W 50.00') V W WATER VALVE 25.40' N 59°51'23" W 27.00' (N 60°00'00" W 27.00') AS FOUND RECORD CALL CONCRETE CURB 9 9 BENCH MARK SET " " ON CURB ASSUMED ELEV. 100' WATER METER 99 ETHRIDGE AVENUE 1 SITE PLAN SCALE: 1" = 40'-0" BUILDING LINE (AT FRONT PORCH ROOF OVERHANG) LEGAL DESCRIPTION TREE PROTECTION NOTES WEST 27 FEET OF LOT 13 AND THE EAST 50 FEET OF LOT 14, BLOCK 28, PEMBERTON HEIGHTS, SECTION 8, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN VOLUME 4, PAGE 29, PLAT RECORDS, TRAVIS COUNTY, TEXAS. SURVEY PREPARED BY: WATERLOO SURVEYORS INC. 2208 W. ANDERSON LN. AUSTIN, TEXAS 78757 512-481-9602 PREPARED ON: 04-21-2020 SURVEY PREPARED BY: THOMAS P. DIXON REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS NO. 4324 SAFETY NOTES PROVIDE SMOKE DETECTOR SYSTEM (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) AT EACH SLEEPING ROOM AND VICINITY IN ACCORDANCE WITH IRC R314. PROVIDE CARBON MONOXIDE DETECTOR IN IMMEDIATE VICINITY OF SLEEPING ROOMS IN ACCORDANCE WITH IRC R315. 1. PROVIDE MINIMUM 5' (FIVE FEET) HIGH CHAIN LINK MESH FENCING AROUND 1 2 CRITICAL ROOT ZONES AS SHOWN IN DRAWING. POSTS FOR THE FENCING SHALL BE SPACED A MAXIMUM OF 8' (EIGHT FEET APART) 2. DETERMINING CRITICAL ROOT ZONES: AS AN EXAMPLE, A TREE WITH A 20" (TWENTY INCH) DIAMETER TRUNK HAS A CRITICAL ROOT ZONE OF 20' (TWENTY FEET) AND A 1 CRITICAL ROOT ZONE OF 10' (TEN FEET). 2 3. TREES SHALL BE PROTECTED PRIOR TO ANY MOBILIZATION ON SITE. 4. NO WORK SHALL BE DONE 2 CRITICAL ROOT WITHIN THE 1 ZONES OF THESE TREES, INCLUDING STAGING OR STORING OF ANY MATERIALS. 5. A CERTIFIED ARBORIST SHALL BE RETAINED BY THE GENERAL CONTRACTOR TO MONITOR THE HEALTH OF ALL TREES FOR THE ENTIRE DURATION OF CONSTRUCTION. NOTES 1. SEE CIVIL FOR ALL GRADING, DRAINAGE, WATER RETENTION AND DRAIN INLET/OUTLET LOCATIONS. 2. NEW ELECTRICAL SERVICE TO HOUSE SHALL BE BURIED. 3. VERIFY ALL HARDSCAPE INCLUDING DRIVES, PARKING AREAS, WALLS, STEPS AND WALKS WITH LANDSCAPE ARCHITECT. 4. VERIFY POOL AND SPA INCLUDING EQUIPMENT LOCATIONS WITH LANDSCAPE ARCHITECT. 5. THE CONTRACTOR IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT TO DIRECT THE MEANS AND METHODS OF WATERPROOFING ALL PORTIONS OF THE PROJECT. Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GIST E E R R E D AR C H I T E C T S T A T E FO S A XE T l e d o m e R e c u r B e u n e v A e g d i r h t E 6 0 4 1 s a x e T , n i t s u A Permit Set Site Plan Issue Date 09-23-20 A-2.0 Scale 1"=40'-0" N SITE PLAN SCALE: 1" = 40'-0" Revisions Date Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GIST E E R R E D AR C H I T E C T S T A T E FO S A XE T l e d o m e R e c u r B e u n e v A e g d i r h t E 6 0 4 1 s a x e T , n i t s u A Permit Set Survey Issue Date 09-23-20 A-2.1 Scale 1"=40'-0" SURVEY SCALE: 1" = 40'-0" EXISTING GARAGE EXISTING DECK WOOD FLOOR EXISTING KITCHEN EXISTING CLG. WOOD FLOOR EXISTING FAMILY EXISTING CLG. WOOD FLOOR EXISTING STUDY EXISTING CLG. WOOD FLOOR W.C. EXISTING BATH 1 EXISTING CLG. WOOD FLOOR EXISTING TAYLOR'S OFFICE EXISTING CLG. WOOD FLOOR EXISTING DINING EXISTING CLG. WOOD FLOOR UP 17R EXISTING ENTRY HALL EXISTING CLG. WOOD FLOOR EXISTING FRONT PORCH SLOPED CLG. STONE FLOOR DN 3R EXISTING HVAC EXISTING CLG. CONC. FLOOR A/C 1 A/C 2 EXISTING LIVING ROOM EXISTING CLG. WOOD FLOOR F.P. WALL LEGEND EXISTING FRAMING WALLS (2X4) EXISTING MASONRY WALLS NEW FRAMING WALLS (2X4) NEW FRAMING WALLS (2X6) NEW MASONRY WALLS NEW FOUNDATION TO BE REMOVED N FIRST FLOOR DEMO PLAN SCALE: 3/32" = 1'-0" Revisions Date Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GIST E E R R E D AR C H I T E C T S T A T E FO S A X E T l e d o m e R e c u r B e u n e v A e g d i r h t E 6 0 4 1 s a x e T , n i t s u A Permit Set First Floor Demo Plan Issue Date 09-23-20 A-3.0 Scale 3/32"=1'-0" Revisions Date Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GIST E E R R E D AR C H I T E C T S T A T E FO S A XE T l e d o m e R e c u r B e u n e v A e g d i r h t E 6 0 4 1 s a x e T , n i t s u A Permit Set Second Floor Demo Plan Issue Date 09-23-20 A-3.1 Scale 3/32"=1'-0" TUB/ SHWR. EXISTING BATH 2 EXIST. CLG. TILE FLR. EXISTING BATH 3 EXIST. CLG. TILE FLR. EXISTING BEDROOM 3 EXISTING CEILING WOOD FLOOR EXISTING CLOSET 2 EXISTING STAIR HALL EXISTING CLG. WOOD FLOOR EXISTING BEDROOM 2 EXISTING CEILING WOOD FLOOR EXISTING BEDROOM 4 EXISTING CEILING WOOD FLOOR WALL LEGEND EXISTING FRAMING WALLS (2X4) EXISTING MASONRY WALLS NEW FRAMING WALLS (2X4) NEW FRAMING WALLS (2X6) NEW MASONRY WALLS NEW FOUNDATION TO BE REMOVED N SECOND FLOOR DEMO PLAN SCALE: 3/32" = 1'-0" BUILDABLE AREA EXISTING ROOF STRUCTURE TILE ROOF 8:12 BUILDABLE AREA EXISTING STONE CHIMNEY TO BE SMEARED ' 0 0 . 1 0 1 @ I I 1 N O T R O P N O T N O P T S E H G H M O R F T E S " 0 - ' 2 3 I ' 0 0 . 1 0 1 @ I I 1 N O T R O P N O T N O P T S E H G H M O R F T E S " 0 - ' 5 1 I 1 SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. SETBACK PLANE 4 5 ° SIDE SETBACK EXPOSED RAFTER TAILS, TYP. SPACE AS SHOWN EXPOSED RAFTER TAILS, TYP. SPACE AS SHOWN METAL ROOF 1:12 TILE ROOF 8:12 T.O.W. = 6'-8" ABOVE GARAGE SECOND FLOOR F.F. NEW SIDING T.O.W. = MATCH EXISTING WOOD SHUTTERS, SEE DETAIL X/A-X.X T.O.W. = MATCH EXISTING EXISTING STONE TO BE SMEARED T.O.W. = MATCH EXISTING EXISTING STONE TO BE SMEARED THRU-WALL FLASHING, TYP. METAL ROOF 2:12 HALF-LAP JOINT AT BEAMS SOLID STONE SILL, TYP. EXPOSED RAFTER TAILS, TYP. SPACE AS SHOWN SETBACK PLANE ° 5 4 SIDE SETBACK WOOD SHUTTERS, SEE DETAIL X/A-X.X WOOD SHUTTERS, SEE DETAIL X/A-X.X T.O.W. = MATCH EXISTING NEW SIDING WOOD SHUTTERS, SEE DETAIL X/A-X.X T.O.W. = MATCH EXISTING WOOD CLAD OVERHEAD DOOR EXISTING STONE TO BE SMEARED CUT STONE SURROUND SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. WOOD BEAM, TYP. SEE STRUCTURAL WOOD COLUMN, TYP. SEE STRUCTURAL EXISTING STONE TO BE SMEARED HIGH POINT OF GRADE 101.00' AT MAIN HOUSE AVG. ADJ. GRADE 100.8' AT MAIN HOUSE LOW POINT OF GRADE 100.59' AT MAIN HOUSE NEW STONE TO BE SMEARED NEW STONE TO BE SMEARED CUSTOM FIXED WOOD PANELS BELOW WINDOWS CUSTOM FIXED WOOD PANELS BELOW WINDOWS HIGH POINT OF GRADE 101.00' AT GARAGE AVG. ADJ. GRADE 100.65' AT GARAGE LOW POINT OF GRADE 100.29' AT GARAGE FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. FRONT ELEVATION SCALE: 3/32" = 1'-0" " 4 1 9 - ' 4 I F O O R T S E H G H F O E G A R E V A " 0 1 - ' 4 2 PORTION THREE HIGH POINT GRADE = 100.29' PORTION TWO HIGH POINT GRADE = 100.54' PORTION ONE HIGH POINT GRADE = 101.00' ' 0 0 . 1 0 1 @ I I 1 N O T R O P N O T N O P T S E H G H M O R F T E S " 0 - ' 2 3 I ' 0 0 . 1 0 1 @ I I 1 N O T R O P N O T N O P T S E H G H M O R F T E S " 0 - ' 5 1 I SETBACK PLANE 4 5 ° SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. REAR SETBACK METAL GUARDRAIL TO CODE, SEE DETAIL X/A-X.X STEEL STRINGERS " 4 1 3 - ' 5 I F O O R T S E H G H F O E G A R E V A " 4 1 7 - ' 3 1 FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. HIGH POINT OF GRADE 101.00' AT GARAGE AVG. ADJ. GRADE 100.65' AT GARAGE LOW POINT OF GRADE 100.29' AT GARAGE 6" 12 1 LINE OF WALLS BEYOND PLATE HEIGHT = 7'-0" ABOVE GARAGE SECOND FLOOR F.F. NEW SIDING 12 8 12 1 6" PLATE HEIGHT = 7'-0" ABOVE GARAGE SECOND FLOOR F.F. T.O.W. = 6'-0" ABOVE SECOND FLOOR F.F. 2B NEW SIDING 12 2 12 8 T.O.W. = 5'-0" ABOVE GARAGE SECOND FLOOR F.F. NEW SIDING LINE OF WALLS BEYOND PITCH BREAK T.O.W. = 9'-6" ABOVE FIRST FLOOR F.F. TILE ROOF 6:12 METAL ROOF 2:12 T.O.W. = 5'-6" ABOVE SECOND FLOOR F.F. 2B SOLID STONE SILL, TYP. NEW STONE TO BE SMEARED T.O.W. = 7'-6" ABOVE FIRST FLOOR F.F. T.O.W. = 7'-6" ABOVE FIRST FLOOR F.F. SOLID STONE SILL, TYP. NEW SIDING NEW SMEARED STONE WATERTABLE 2 LEFT ELEVATION SCALE: 3/32" = 1'-0" HIGH POINT PORTION TWO HIGH POINT PORTION ONE EXISTING STONE CHIMNEY TO BE SMEARED 12 8 T.O.W. = MATCH EXISTING 12 8 EXISTING VENT TO REMAIN T.O.W. = MATCH EXISTING EXISTING OVERHANG TO REMAIN T.O.W. = MATCH EXISTING BUILDING LINE T.O.W. = MATCH EXISTING T.O.W. = MATCH EXISTING T.O.W. = 7'-4" ABOVE FIRST FLOOR F.F. EXISTING STONE TO BE SMEARED SOLID STONE SILL, TYP. HIGH POINT OF GRADE 101.00' AT MAIN HOUSE AVG. ADJ. GRADE 100.8' AT MAIN HOUSE LOW POINT OF GRADE 100.59' AT MAIN HOUSE 12 2 1'-0" OPEN SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. TOP OF BEAM = 9'-8" ABOVE FIRST FLOOR F.F. HALF-LAP JOINT AT BEAMS GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. 5 A-3.4 OPEN WOOD BEAM, TYP. SEE STRUCTURAL WOOD COLUMN, TYP. SEE STRUCTURAL SLOPE FLOOR 1 8" PER FOOT TO DRAIN NEW STONE TO BE SMEARED FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. " 4 1 9 - ' 4 I F O O R T S E H G H F O E G A R E V A " 0 1 - ' 4 2 EXTERIOR ELEVATIONS SCALE: 3/32" = 1'-0" Revisions Date Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GIST E E R R E D AR C H I T E C T S T A T E FO S A XE T l e d o m e R e c u r B e u n e v A e g d i r h t E 6 0 4 1 s a x e T , n i t s u A Permit Set Exterior Elevations Issue Date 09-23-20 A-4.0 Scale 3/32"=1'-0" EXISTING STONE CHIMNEY TO BE SMEARED 12 6 1'-0" BUILDABLE AREA PLATE HEIGHT = 10'-9" ABOVE SECOND FLOOR F.F. 2B SOLID STONE SILL, TYP. TOP OF VENT = 25'-2" ABOVE FIRST FLOOR F.F. TILE ROOF 8:12 12 6 PLATE HEIGHT = 11'-3" ABOVE SECOND FLOOR F.F. 2B NEW VENT TO MATCH EXISTING T.O.W. = 9'-5" ABOVE SECOND FLOOR F.F. 2B LINE OF WALLS AND CEILING BEYOND NEW STONE TO BE SMEARED T.O.W. = 8'-5" ABOVE SECOND FLOOR F.F. 2B NEW ROOF EXTENSION, SEE DETAILS X/A-X.X THRU-WALL FLASHING, TYP. METAL ROOF 2:12 T.O.W. = 9'-0"ABOVE MUD RM. F.F. 12 6" 8 12 2 1'-0" PLATE HEIGHT = 8'-1" ABOVE SECOND FLOOR F.F. 2B NEW STONE TO BE SMEARED EXPOSED RAFTER TAILS, TYP. SPACE AS SHOWN METAL ROOF 1:12 BUILDABLE AREA NEW SIDING SETBACK PLANE ° 5 4 SIDE SETBACK EXPOSED RAFTER TAILS, TYP. SPACE AS SHOWN " 4 1 9 - ' 4 I F O O R T S E H G H F O E G A R E V A " 0 1 - ' 4 2 SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. T.O.W. = 6'-10" ABOVE GARAGE SECOND FLOOR F.F. TILE ROOF 8:12 NEW SIDING METAL GUARDRAIL TO CODE, SEE DETAIL X/A-X.X NEW STONE TO BE SMEARED NEW SIDING MORTISE AND TENON JOINTS AT BRACES. LEAVE TENONS EXTENDED 2" BEYOND FACE OF COLUMNS AND BEAMS WOOD FRAMED AWNING, SEE DETAILS X/A-X.X STEEL STRINGERS HIGH POINT OF GRADE 101.00' AT GARAGE AVG. ADJ. GRADE 100.65' AT GARAGE LOW POINT OF GRADE 100.29' AT GARAGE ' 0 0 . 1 0 1 @ I I 1 N O T R O P N O T N O P T S E H G H M O R F T E S " 0 - ' 2 3 I ' 0 0 . 1 0 1 @ I I 1 N O T R O P N O T N O P T S E H G H M O R F T E S " 0 - ' 5 1 I 1 SETBACK PLANE 4 4 5 5 ° ° SIDE SETBACK SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. EXPOSED RAFTER TAILS, TYP. SPACE AS SHOWN WOOD BEAM, TYP. SEE STRUCTURAL HALF-LAP JOINT AT BEAMS WOOD BRACE, TYP. SEE STRUCTURAL WOOD COLUMN, TYP. SEE STRUCTURAL METAL GUARDRAIL TO CODE, SEE DETAIL X/A-X.X NEW STONE TO BE SMEARED FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. HIGH POINT OF GRADE 101.00' AT MAIN HOUSE AVG. ADJ. GRADE 100.8' AT MAIN HOUSE LOW POINT OF GRADE 100.59' AT MAIN HOUSE REAR ELEVATION SCALE: 3/32" = 1'-0" PORTION ONE HIGH POINT GRADE = 101.00' PORTION TWO HIGH POINT GRADE = 100.54' PORTION THREE HIGH POINT GRADE = 100.29' " 4 1 9 - ' 4 I F O O R T S E H G H F O E G A R E V A " 0 1 - ' 4 2 EXISTING OVERHANG TO REMAIN BUILDING LINE 1'-0" 12 2 OPEN HALF-LAP JOINT AT BEAMS T.O.W. = MATCH EXISTING 5 A-3.4 OPEN SLOPE FLOOR 1 8" PER FOOT TO DRAIN SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. TOP OF BEAM = 9'-8" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. WOOD BEAM, TYP. SEE STRUCTURAL WOOD COLUMN, TYP. SEE STRUCTURAL FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. NEW STONE TO BE SMEARED HIGH POINT PORTION ONE HIGH POINT PORTION TWO TILE ROOF 6:12 T.O.W. = 8'-0" ABOVE SECOND FLOOR F.F. 2B SOLID STONE SILL, TYP. NEW STONE TO BE SMEARED T.O.W. = 9'-0" ABOVE FIRST FLOOR F.F. 12 8 12 8 EXISTING VENT TO REMAIN EXISTING VENT TO REMAIN T.O.W. = MATCH EXISTING T.O.W. = MATCH EXISTING WOOD SHUTTERS, SEE DETAIL X/A-X.X EXISTING STONE CHIMNEY TO BE SMEARED T.O.W. = MATCH EXISTING SOLID STONE SILL, TYP. EXISTING STONE TO BE SMEARED EXISTING STONE TO BE SMEARED NEW ROOF EXTENSION, SEE DETAILS X/A-X.X 6" WOOD SHUTTERS, SEE DETAIL X/A-X.X 6" TOP OF BEAM = 7'-6" ABOVE GARAGE SECOND FLOOR F.F. 6" 12 1 WOOD BEAM, TYP. SEE STRUCTURAL WOOD BRACE, TYP. SEE STRUCTURAL 6 A-3.4 12 2 OPEN PLATE HEIGHT = 7'-0" ABOVE GARAGE SECOND FLOOR F.F. 6" OPEN 12 1 NEW SIDING 12 1'-6" 8 TOP OF BEAM = 10'-0" ABOVE FIRST FLOOR F.F. NEW SIDING TILE ROOF 8:12 T.O.W. = 8'-0" ABOVE SECOND FLOOR F.F. 2B T.O.W. = 9'-0" ABOVE FIRST FLOOR F.F. WOOD COLUMN, TYP. SEE STRUCT. NEW SIDING HIGH POINT OF GRADE 101.00' AT MAIN HOUSE AVG. ADJ. GRADE 100.8' AT MAIN HOUSE LOW POINT OF GRADE 100.59' AT MAIN HOUSE SLOPE FLOOR 1 8" PER FOOT TO DRAIN NEW STONE TO BE SMEARED MORTISE AND TENON JOINTS AT BRACES. LEAVE TENONS EXTENDED 2" BEYOND FACE OF COLUMNS AND BEAMS HALF-LAP JOINT AT BEAMS METAL GUARDRAIL TO CODE, SEE DETAIL X/A-X.X WOOD FRAMED AWNING, SEE DETAILS X/A-X.X BUILDABLE AREA SETBACK PLANE ° ° 5 5 4 4 PLATE HEIGHT = 7'-0" ABOVE GARAGE SECOND FLOOR F.F. NEW SIDING T.O.W. = 4'-11" ABOVE GARAGE SECOND FLOOR F.F. 12 8 " 4 1 3 - ' 5 I F O O R T S E H G H F O E G A R E V A " 4 1 7 - ' 3 1 STEEL STRINGERS METAL GUARDRAIL TO CODE, SEE DETAIL X/A-X.X REAR SETBACK SECOND FLOOR F.F. 2B 11'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 2A 10'-6 1/2" ABOVE FIRST FLOOR F.F. GARAGE SECOND FLOOR F.F. 9'-2" ABOVE GARAGE FIRST FLOOR F.F. HIGH POINT OF GRADE 101.00' AT GARAGE AVG. ADJ. GRADE 100.65' AT GARAGE LOW POINT OF GRADE 100.29' AT GARAGE FIRST FLOOR F.F. 0'-0" GARAGE FIRST FLOOR F.F. / MUD RM. 1'-6" BELOW FIRST FLOOR F.F. 2 RIGHT ELEVATION SCALE: 3/32" = 1'-0" EXTERIOR ELEVATIONS SCALE: 3/32" = 1'-0" Revisions Date Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GIST E E R R E D AR C H I T E C T S T A T E FO S A XE T l e d o m e R e c u r B e u n e v A e g d i r h t E 6 0 4 1 s a x e T , n i t s u A Permit Set Exterior Elevations Issue Date 09-23-20 A-4.1 Scale 3/32"=1'-0"  Page 1 of 5  Page 2 of 5  Page 3 of 5  Page 4 of 5  Page 5 of 5