C.4.a - 910 E 14th St - Applicant's presentation — original pdf

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910 E 14TH S T R E E T R E M O D E L PAGE 1 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020E X I S T I N G PAGE 2 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020PAGE 3 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020E E E / / E / / R Z 1/4 C 25" PECAN S 09°36'25" W 120.08' 1/2 CRZ Z R 1/4 C 1/2 CRZ 18" LIGUSTRUM / / / / / / / / / / SIDE YARD SETBACK GAS A/C Z R / / 1 / 2 C 1 / 4 C R Z 8" HACKBERRY E / / / / / / S 09°36'25" W 120.08' / / / / / / / / / / SIDE YARD SETBACK D N O Y E B T E E R T S BEDROOM 01 15'-2" x 15'-5" H WOOD FLOOR T CLG: 11'-10" 4 1 ' 7 9 . 9 4 W " 4 1 ' 1 3 ° 0 8 S KITCHEN 10'-1" x 21'-9" TILE FLOOR CLG: 10'-8" e g n a R / / / / 18' - 10 13/16" CLOSET 8'-7" x 6'-0" WOOD VAULTED CLG: 10'-3" BATH 8'-7" x 9'-2" TILE FLOOR VAULTED CLG: 10'-3" UTILITY ROOM 8'-7" x 13'-10" WOOD FLOOR VAULTED CLG: 10'-3" LIVING ROOM 19'-4" x 15'-5" WOOD FLOOR CLG: 11'-10" BEDROOM 01 15'-2" x 15'-5" WOOD FLOOR CLG: 11'-10" PORCH STREET SIDE SETBACK ENTRY 15'-4" x 17'-5" WOOD FLOOR CLG: 11'-10" BEDROOM 02 15'-4" x 14'-0" WOOD FLOOR CLG: 11'-10" CLOSET 8'-7" x 6'-0" WOOD VAULTED CLG: 10'-3" BATH 8'-7" x 9'-2" TILE FLOOR VAULTED CLG: 10'-3" K C A B T E S D R A Y K C A B / / / / / / KITCHEN 10'-1" x 21'-9" TILE FLOOR CLG: 10'-8" 24" ELM 1 / 4 C R Z e g n a R 1/2 CRZ UTILITY ROOM 8'-7" x 13'-10" WOOD FLOOR VAULTED CLG: 10'-3" / / / / / / STREET SIDE SETBACK S 09°39'10" E 120.03' E . F E R W W : M P 5 3 1 2 : 2 0 2 0 2 / 0 1 / 9 ELECT. Z R 1/4 C 20" ELM / / 1/2 CRZ WALLER STREET Minimum Setbacks: Max. Bldg. Height: Front: 25’ Street Side: 15’ Interior Side: 5’ Rear /Alley: 5’ 35’ . F E R W W E BM / / ELECT. Z R 1/4 C 20" ELM / / 1/2 CRZ E E / / / / / / / / 6,000 sf (per TCAD) Lot Size: 40% sf (2,400 SF) - existing 1,481 SF = 919 SF Max Bldg. Coverage: Max Impervious Cover: 45% sf (2,700 SF) - existing 1,830 SF = 870 SF EXISTING FLOOR PLAN - 1/8” = 1’-0” TRUE NORTH PROJECT NORTH 1 FIRST FLOOR PLAN 1/4" = 1'-0" S 09°39'10" E 120.03' / / E E / / / / / / / / E BM / / E E E TRUE NORTH PROJECT NORTH 1 FIRST FLOOR PLAN 1/4" = 1'-0" PAGE 4 Z R / / 1 / 2 C 1 / 4 C R Z 8" HACKBERRY / / / / / / 1 / 4 C R Z 1/2 CRZ 24" ELM K C A B T E S D R A Y K C A B / / / / / / E / / E E E / / / / / / E E ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.20204 EAST ELEVATION 1/4" = 1'-0" 3 NORTH ELEVATION 1/4" = 1'-0" PLT HT Level 5 570' - 5 1/4" 570' - 5 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" PLT HT 570' - 5 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" PLT HT 570' - 5 1/4" 08.19.20 FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" 1505 Travis Heights Blvd. Austin, TX 78704 nnoott ffoorr ccoonnssttrruuccttiioonn FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. E S U O H E R O M H S A 2 0 7 8 7 X T , n i t s u A , t e e r t S h t 4 1 t s a E 0 1 9 PLT HT 570' - 5 1/4" ISSUE SETS DATE DESCRIPTION 08.19.20 EXISTING CONDITIONS FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" 08.19.20 EXTERIOR ELEVATIONS A2.0 M P 6 3 : 7 4 : 4 0 2 0 2 3 9 EXISTING ELEVATIONS - 1/8” = 1’-0” / / 2 WEST ELEVATION 1/4" = 1'-0" 1 SOUTH ELEVATION 1/4" = 1'-0" «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» PAGE 5 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020D E S I G N PAGE 6 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020559' - 2 1/4" N 80°34'30" E 49.87' E E E // E 5 ' - 0 " BACK YARD SETBACK // // E // E 559' - 2 1/4" N 80°34'30" E 49.87' E // E BACK YARD SETBACK E 5 ' - 0 " // E // // E E SITE INFORMATION 559' - 8" SITE INFORMATION TAKEN FROM WATERLOO SURVEYING SURVEY DATE: 09.01.20 TREE PROTECTION NOTES: 1505 Travis Heights Blvd. S 09°36'25" W 120.08' / / // / / // // / / // 558' - 7 1/2" Z R / / 1 / 2 C 1 / 4 C R Z 8" HACKBERRY 558' - 7 1/2" // // // E // 559' - 2 1/2" E 559' - 8" E // // // LOT 1 BLOCK 2 E // E / / / / E // 559' - 2 1/2" E BM E // // // // // K C A B T E S D R A Y E D S I I I I Y T L B T A P M O C N G S E D L A T N E D S E R E H T F O T N O P H G H 2 0 N O T C E S E N A L P K C A B T E S S D R A D N A T S ' I I . 0 2 " 1 1 - ' 8 9 5 5 + E D A R G T N E C A J D SIDE YARD SETBACK A / / I I I I I I I S D R A D N A T S Y T L B T A P M O C N G S E D L A T N E D S E R I I I I I E H T F O T N O P H G H 2 0 N O T C E S E N A L P K C A B T E S I ' . 5 2 1 9 5 5 + E D A R G T N E C A J D A " 0 - ' 0 4 ' 8 0 . 0 2 1 W " 5 2 ' 6 3 ° 9 0 S STREET SIDE SETBACK " 0 - ' 0 4 I I I S D R A D N A T S Y T L B T A P M O C N G S E D L A T N E D S E R I I I I I E H T F O T N O P H G H 1 0 N O T C E S E N A L P K C A B T E S I ' . 6 7 8 5 5 + E D A R G T N E C A J D A SHED NEW SLAB ON GRADE ADDITION K C A B T E S E D S T E E R T S I / / / / / / EXISTING 1 STORY PIER AND BEAM 1 / 4 C R Z HOUSE 24" ELM 1/2 CRZ C / A S A G // // K C A B T E S D R A Y K C A B // E // . T C E L E W W ' 3 0 . 0 2 1 E " 0 1 ' 9 3 ° 9 0 S E 558' - 2 5/8" E / / T E E R T S R E L L A W / / E 557' - 6" / / E E 557' - 5" // // 557' - 5" // // / / / / / / MULCH TRAFFIC AREA AND SET PROTECTIVE FENCING AROUND TREES IN CRITICAL ROOT ZONES. NO CONSTRUCTION STAGING WITHIN CRITICAL ROOT ZONES. FOOTINGS WITHIN CRITICAL ROOT ZONES TO BE EXCAVATED USING AN AIR SPADE BY A CERTIFIED ARBORIST ON SITE AND USING PRESCRIBED SOIL TREATMENT. IF ANY ROOTS 1.5” OR GREATER ARE ENCOUNTERED DURING EXCAVATION, FOOTING MUST BE MOVED TO AVOID ROOT. CONTACT ENGINEER FOR DIRECTION OF SHIFT. MATERIAL STAGING, DUMPSTER AND SPOILS PLACEMENT CANNOT BE WITHIN THE ½ CRZ OF ANY PROTECTED TREES. PORTABLE TOILET AND CONCRETE WASHOUT CANNOT BE WITHIN THE FULL CRZ OF ANY PROTECTED TREES. COORDINATE EXACT LOCATIONS WITH TREE INSPECTOR DURING PRE-CONSTRUCTION MEETING. WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12 ″ LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3 ROOT ZONES. WITHIN ″ NOTES: AVERAGE GRADE @ NEW STRUCTURE = 98'-8.25" AVOID THE ½ CRITICAL ROOT ZONE OF ANY PROTECTED TREE WITH ANY NEWLY PROPOSED UTILITY ROUTES AND METER LOCATIONS. ONLY PROTECTED TREES ARE SHOWN 1. 2. 3. 4. 5. 6. • • • // // // // // // // // // ' 8 0 . 0 2 1 W " 5 2 ' 6 3 ° 9 0 S SHED K C A B T E S D R A Y E D S I LOT 1 BLOCK 2 EXISTING 1 STORY PIER AND BEAM HOUSE C / A S A G E I I I Y T L B T A P M O C N G S E D L A T N E D S E R I I I I E H T F O T N O P H G H 2 0 N O T C E S I I E N A L P K C A B T E S S D R A D N A T S ' . 8 9 5 5 + E D A R G T N E C A J D A I I I S D R A D N A T S Y T L B T A P M O C N G S E D L A T N E D S E R I I I I I E H T F O T N O P H G H 2 0 N O T C E S E N A L P K C A B T E S I ' . 5 2 1 9 5 5 + E D A R G T N E C A J D A I I I S D R A D N A T S Y T L B T A P M O C N G S E D L A T N E D S E R I I I I I E H T F O T N O P H G H 1 0 N O T C E S E N A L P K C A B T E S I ' . 6 7 8 5 5 + E D A R G T N E C A J D A " 1 1 - ' 0 2 " 0 - ' 0 4 " 0 - ' 0 4 " 4 / 3 1 - ' 9 1 E BM K C A B T E S E D S T E E R T S I E // // // // E // . T C E L E W W ' 3 0 . 0 2 1 E " 0 1 ' 9 3 ° 9 0 S 558' - 2 5/8" T E E R T S R E L L A W 557' - 6" 556' - 4 1/2" FRONT YARD SETBACK 556' - 4 1/2" FRONT YARD SETBACK S 09°39'10" E 120.03' E " 4 / 3 1 - ' 9 1 / / / / / / / / E E S 80°31'14" W 49.97' BM / / S 80°31'14" W 49.97' SITE PLANS - 1/8” = 1’-0” : TRUE NORTH PROJECT NORTH TRUE NORTH PROJECT NORTH 1 FIRST FLOOR PLAN 1/4" = 1'-0" EAST 14TH STREET EAST 14TH STREET 2 SITE - PROPOSED 1/8" = 1'-0" 1 SITE - EXISTING 1/8" = 1'-0" TRUE NORTH PROJECT NORTH «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» PAGE 7 ccoonnssttrruuccttiioonn FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. E S U O H E R O M H S A ISSUE SETS DATE 10.26.20 PROGRESS SET SITE PLAN A1.0 / / / / CLOSET 8'-7" x 6'-0" WOOD VAULTED CLG: 10'-3" BATH 8'-7" x 9'-2" TILE FLOOR VAULTED CLG: 10'-3" UTILITY ROOM 8'-7" x 13'-10" WOOD FLOOR VAULTED CLG: 10'-3" / / Z R 1/2 CRZ M P 1 1 : 2 5 3 0 2 0 2 / 1 1 1 1 / ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020/ / / / / / / / SIDE YARD SETBACK / / / / / / S 09°36'25" W 120.08' / / 1 2 ' - 8 5 / 1 6 " / / / / GAS A/C NOT IN SCOPE NOT IN SCOPE 2. KITCHEN CABINETS TO BE REFINISHED VISITABILITY: PER C.O.A. NOTE: AS STATED IN CITY OF AUSTIN (SEE SECTION 25-2-963) - NO MORE THAN FIFTY PERCENT OF EXTERIOR WALLS AND SUPPORTING STRUCTURAL ELEMENTS OF THE EXITING STRUCTURE MAY BE DEMOLISHED OR REMOVED, INCLUDING LOAD BEARING MASONRY WALLS, AND IN WOOD CONSTRUCTION, STUDS, SOLE PLATE AND TOP PLATE. FOR PURPOSES OF THIS SUBSECTION, EXTERIOR WALLS AND SUPPORTING STRUCTURAL ELEMENTS ARE MEASURED IN LINEAR FEET AND DO NOT INCLUDE THE ROOF OF THE STRUCTURE OR INTERIOR OR EXTERIOR FINISHES. (SEE SECTION 25-2-963) EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE CONCRETE Z R / / 1 / 2 C 1 / 4 C R Z 8" HACKBERRY / / / / / / / / / / G UTILITY E / / OUTDOOR STORAGE 1 A3.1 / / 10 2 A3.1 / / SIDE YARD SETBACK 3 A3.1 / / E DEN F V T POWDER 04 MUD T E S O L C H C N E B . B 02 01 A / / / / / / E E R A B E / / E / / K C A B T E S D R A Y K C A B UP C 2 A3.0 1 A3.0 / / / / / / / / / / E E E BM E 1 GROUND FLOOR PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» PAGE 8 1505 Travis Heights Blvd. Austin, TX 78704 nnoott ffoorr ccoonnssttrruuccttiioonn E / / 10.26.20 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. E E E / / / / / / E S U O H E R O M H S A 2 0 7 8 7 X T , n i t s u A , t e e r t S h t 4 1 t s a E 0 1 9 ISSUE SETS DATE DESCRIPTION 10.26.20 PROGRESS SET E E 10.26.20 GROUND FLOOR PLAN A1.1 BEDROOM 01 15'-2" x 15'-5" WOOD FLOOR CLG: 11'-10" CLOSET 8'-7" x 6'-0" WOOD VAULTED CLG: 10'-3" BATH 8'-7" x 9'-2" TILE FLOOR VAULTED CLG: 10'-3" KITCHEN 10'-1" x 21'-9" TILE FLOOR CLG: 10'-8" e g n a R UTILITY ROOM 8'-7" x 13'-10" WOOD FLOOR VAULTED CLG: 10'-3" . F E R W W M A 6 3 : 4 5 : 9 0 2 0 2 / 3 1 1 1 / STREET SIDE SETBACK NOT IN SCOPE NOT IN SCOPE 1 / 4 C R Z 1/2 CRZ 24" ELM . KITCHEN DINING 03 / / STREET SIDE SETBACK S 09°39'10" E 120.03' E ELECT. Z R 1/4 C 20" ELM / / 1/2 CRZ / / / / / / / / E W W BM / / D E E ELECT. E E LINE INDICATES FOOT PRINT OF EXISTING ADDITION / / FIRST FLOOR PLAN - 1/8” = 1’-0” TRUE NORTH PROJECT NORTH 1 FIRST FLOOR PLAN 1/4" = 1'-0" ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020Z R / / 1 / 2 C 1 / 4 C R Z 8" HACKBERRY / / / / / / K C A B T E S D R A Y K C A B K S E D H C N E B CLOSET 6'-6" X 5'-2" SHELVES N E N L I W.C. BATH 6'-6" X 14'-0" " 1 1 - ' 2 " 6 - ' 2 BEDROOM 12'-2" X 14'-6" BALCONY 16'-6" X 5'-2" / / / / / / S 09°36'25" W 120.08' / / / / / / / / / / SIDE YARD SETBACK / / / / CLOSET 8'-7" x 6'-0" WOOD VAULTED CLG: 10'-3" BATH 8'-7" x 9'-2" TILE FLOOR VAULTED CLG: 10'-3" BEDROOM 01 15'-2" x 15'-5" WOOD FLOOR CLG: 11'-10" . F E R W W M P 9 5 : 3 5 : 3 0 2 0 2 / 1 1 / 1 1 KITCHEN 10'-1" x 21'-9" TILE FLOOR CLG: 10'-8" e g n a R UTILITY ROOM 8'-7" x 13'-10" WOOD FLOOR VAULTED CLG: 10'-3" STREET SIDE SETBACK 1 / 4 C R Z 1/2 CRZ 24" ELM S 09°39'10" E 120.03' E ELECT. Z R 1/4 C 20" ELM / / 1/2 CRZ / / / / / / / / E BM / / E E SECOND FLOOR PLAN - 1/8” = 1’-0” TRUE NORTH PROJECT NORTH 1 FIRST FLOOR PLAN 1/4" = 1'-0" E / / E E E DN / / / / E / / E E EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE CONCRETE 1505 Travis Heights Blvd. Austin, TX 78704 nnoott ffoorr ccoonnssttrruuccttiioonn 10.26.20 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. E S U O H E R O M H S A 2 0 7 8 7 X T , n i t s u A , t e e r t S h t 4 1 t s a E 0 1 9 ISSUE SETS DATE DESCRIPTION 10.26.20 PROGRESS SET 1 SECOND FLOOR PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» 10.26.20 SECOND FLOOR PLAN A1.2 PAGE 9 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020EXISTING ROOF AND SIDING TO REMAIN EXISTING ROOF AND SIDING TO REMAIN EXISTING ROOF AND SIDING TO REMAIN BOARD FORM CONCRETE WALL FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" BOARD FORM CONCRETE WALL BOARD FORM CONCRETE WALL FFL 559' - 9 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" AVERAGE GRADE 557' - 3 1/4" 4 EAST ELEVATION 1/4" = 1'-0" METAL ROOFING STUCCO FINISH ADDT. PLT. HGT. 578' - 9 1/4" 2ND F.F. LVL 570' - 9 1/4" PLT HT 570' - 5 1/4" METAL ROOFING 1505 Travis Heights Blvd. Austin, TX 78704 METAL ROOFING ADDT. PLT. HGT. 578' - 9 1/4" ADDT. PLT. HGT. 578' - 9 1/4" nnoott ffoorr ccoonnssttrruuccttiioonn STUCCO FINISH 10.26.20 STUCCO FINISH 2ND F.F. LVL 570' - 9 1/4" 2ND F.F. LVL PLT HT 570' - 9 1/4" 570' - 5 1/4" PLT HT 570' - 5 1/4" FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. BOARD FORM CONCRETE SITE WALL BOARD FORM CONCRETE SITE WALL BOARD FORM CONCRETE SITE WALL 4 EAST ELEVATION 4 EAST ELEVATION 1/4" = 1'-0" 2 0 1/4" = 1'-0" 7 8 7 X T E S U O H E R O M H S A , n i t s u A , t e e r t S h t 4 1 t s a E 0 1 9 EXISTING ROOF AND SIDING TO REMAIN PLT HT 570' - 5 1/4" ISSUE SETS DATE DESCRIPTION 10.26.20 PROGRESS SET EXISTING ROOF AND SIDING TO REMAIN EXISTING ROOF AND SIDING TO REMAIN PLT HT 570' - 5 1/4" PLT HT 570' - 5 1/4" FFL 559' - 9 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" AVERAGE GRADE 557' - 3 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" 1 SOUTH ELEVATION 1/4" = 1'-0" 10.26.20 EXTERIOR ELEVATIONS A2.0 1 SOUTH ELEVATION 1 SOUTH ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» PAGE 10 1505 Travis Heights Blvd. Austin, TX 78704 1505 Travis Heights Blvd. Austin, TX 78704 nnoott ffoorr ccoonnssttrruuccttiioonn nnoott ffoorr ccoonnssttrruuccttiioonn 10.26.20 FIELD INSPECTION REQUIRED 10.26.20 Prior to performing any bidding, FIELD INSPECTION REQUIRED new construction, and/or repairs, general contractor shall visit the Prior to performing any bidding, site, inspect all existing new construction, and/or repairs, conditions, and report any general contractor shall visit the discrepancies to the architect. site, inspect all existing conditions, and report any discrepancies to the architect. E E S S U U O O H H E E R R O O M M H H S S A A ISSUE SETS DATE ISSUE SETS DESCRIPTION 10.26.20 PROGRESS SET DATE DESCRIPTION 10.26.20 PROGRESS SET 10.26.20 EXTERIOR ELEVATIONS 10.26.20 EXTERIOR ELEVATIONS A2.0 A2.0 STUCCO FINISH ADDT. PLT. HGT. 578' - 9 1/4" 2ND F.F. LVL 570' - 9 1/4" FFL 559' - 9 1/4" STUCCO FINISH STUCCO FINISH ADDT. PLT. HGT. 578' - 9 1/4" ADDT. PLT. HGT. 578' - 9 1/4" 2ND F.F. LVL 570' - 9 1/4" 2ND F.F. LVL 570' - 9 1/4" FFL 559' - 9 1/4" FFL 559' - 9 1/4" M A M 7 0 A : 2 7 4 0 : : 9 2 4 0 2 9 0 0 2 2 3 0 1 2 1 3 1 1 1 1 / / / : / ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.20203 3 A3.1 A3.1 2 2 A3.1 A3.1 1 1 A3.1 A3.1 3 A3.1 2 A3.1 1 A3.1 METAL ROOFING METAL ROOFING STUCCO FINISH STUCCO FINISH EXISTING ROOF AND SIDING TO REMAIN EXISTING ROOF AND SIDING TO REMAIN METAL ROOFING STUCCO FINISH EXISTING ROOF AND SIDING TO REMAIN BOARD FORM SITE WALL BOARD FORM SITE WALL BOARD FORM SITE WALL 1 1 A3.0 A3.0 1 A3.0 EXISTING ROOF AND SIDING TO REMAIN EXISTING ROOF AND SIDING TO REMAIN EXISTING ROOF AND SIDING TO REMAIN 2 WEST ELEVATION 2 WEST ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" 2 2 A3.0 A3.0 2 WEST ELEVATION 1/4" = 1'-0" 2 A3.0 STUCCO FINISH STUCCO FINISH STUCCO FINISH ADDT. PLT. HGT. 578' - 9 1/4" ADDT. PLT. HGT. 578' - 9 1/4" : M P 3 3 0 0 4 0 2 0 2 / 1 : BOARD FORM SITE WALL BOARD FORM SITE WALL BOARD FORM SITE WALL 1 NORTH ELEVATION 1 NORTH ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" PAGE 11 «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» 1/4" = 1'-0" 1 NORTH ELEVATION «««««« IIFF PPRRIINNTTEEDD AATT 1111XX1177,, SSCCAALLEE IISS 11//22 OOFF WWHHAATT IISS NNOOTTEEDD »»»»»» ADDT. PLT. HGT. 578' - 9 1/4" ADDT. PLT. HGT. 578' - 9 1/4" 2ND F.F. LVL PLT HT 570' - 9 1/4" 2ND F.F. LVL 570' - 5 1/4" PLT HT 570' - 9 1/4" 570' - 5 1/4" FFL 559' - 9 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" AVERAGE GRADE 557' - 3 1/4" PLT HT 570' - 5 1/4" PLT HT 570' - 5 1/4" FFL 559' - 9 1/4" FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" AVERAGE GRADE 557' - 3 1/4" 1505 Travis Heights Blvd. Austin, TX 78704 1505 Travis Heights Blvd. Austin, TX 78704 nnoott ffoorr nnoott ffoorr ccoonnssttrruuccttiioonn ccoonnssttrruuccttiioonn ADDT. PLT. HGT. 578' - 9 1/4" 10.26.20 10.26.20 FIELD INSPECTION REQUIRED FIELD INSPECTION REQUIRED Prior to performing any bidding, Prior to performing any bidding, new construction, and/or repairs, new construction, and/or repairs, general contractor shall visit the general contractor shall visit the site, inspect all existing 2ND F.F. LVL PLT HT site, inspect all existing conditions, and report any 570' - 9 1/4" 570' - 5 1/4" conditions, and report any discrepancies to the architect. discrepancies to the architect. E E S S U U O O H H FFL 559' - 9 1/4" AVERAGE GRADE 557' - 3 1/4" 2 0 2 7 0 8 7 7 8 7 X T X T , n , i t n s i t u s A u A , t e , t e e r e t S r t S h t h 4 t 1 4 1 t s t a s E a E 0 1 0 9 1 9 ADDT. PLT. HGT. 578' - 9 1/4" E E R R O O M M H H S S A A ISSUE SETS ISSUE SETS DATE DATE DESCRIPTION DESCRIPTION 10.26.20 PROGRESS SET 10.26.20 PROGRESS SET PLT HT 570' - 5 1/4" FFL 559' - 9 1/4" 10.26.20 10.26.20 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS AVERAGE GRADE 557' - 3 1/4" A2.1 A2.1 1505 Travis Heights Blvd. Austin, TX 78704 nnoott ffoorr ccoonnssttrruuccttiioonn 10.26.20 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. E S U O H E R O M H S A 2 0 7 8 7 X T , n i t s u A , t e e r t S h t 4 1 t s a E 0 1 9 ISSUE SETS DATE DESCRIPTION 10.26.20 PROGRESS SET 10.26.20 EXTERIOR ELEVATIONS A2.1 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020PAGE 12 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020PAGE 13 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020PAGE 14 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020PAGE 15 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020T H A N K Y O U ! PAGE 16 ASHMORE - HISTORIC REVIEWSIDE ANGLE SIDE - 11.16.2020