B.6.1 - 4300 Speedway - Plans — original pdf

Backup

SOUTH ELEVATION (LOADING DOCK) EAST ELEVATION (STOREFRONT) EAST ELEVATION (WITH NORTH COVERED WALKWAY) EAST DETAIL (STOREFRONT - 2 BRICK TYPES) NORTH DETAIL (COVERED WALKWAY) NORTH DETAIL (COVERED WALKWAY) SOUTH - CONCRETE STAIR AND RAMP BRICK 2 - NORMAN BRICK BRICK 1 - STANDARD BRICK SPEEDWAY E ELEVATION SATELLITE VIEW - SOUTH AND EAST ELEVATIONS (GOOGLE MAPS) VIEW FROM 43RD ST - SOUTH AND EAST ELEVATIONS (GOOGLE MAPS) VIEW FROM SPEEDWAY - SOUTH AND EAST ELEVATIONS (GOOGLE MAPS) VIEW FROM SPEEDWAY - EAST AND NORTH ELEVATIONS (GOOGLE MAPS) COVERED WALKWAY I N O T A V E L E N CLR ANOD. ALUMINUM STOREFRONT & DOORS W/ LIMESTONE TRIM E ELEVATION 4300 SPEEDWAY SINGLE STORY STRUCTURE TO BE RENOVATED 9,842 SF NON-SPRINKLERED W ELEVATION (NO ALTERATION) H T R O N N A L P 1 EXISTING PLAN - PHOTOS KEY SCALE: 1/16" = 1'-0" T E E R T S D R 3 4 I N O T A V E L E W LOADING DOCK I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 8 5 : 7 2 : 2 2 2 0 2 / 1 2 / 1 C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING EXISTING BUILDING PHOTOS DATE As indicated 01/21/22 PAGE NUMBER G4.00 LEGEND OCCUPANCY GROUP OCCUPANT LOAD PARKING AREA OFF STREET PARKING SPACES REQUIRED IMPERVIOUS COVER TABLE PROJECT DESCRIPTION PROPERTY LINE UTILITY OVERHEAD ELECTRIC RETAIL SPACE - 1 RETAIL SPACE - 2 RETAIL SPACE - 3 RESTAURANT M M M A2 27 40 46 + 99 TOTAL 212 OCCUPANTS RETAIL SPACE (CONVENIENCE) - 1 RETAIL SPACE (CONVENIENCE) - 2 RETAIL SPACE (CONCENIENCE) - 3 RESTAURANT OUTDOOR SEATING 1,569 SF 2,387 SF 2,708 SF 3,244 SF 800 SF 1 : 275 SF 1 : 275 SF 1 : 275 SF 1 : 75 SF * 5.7 8.7 9.8 43.3 *0.0 67.5 x0.7 47.2 *EXEMPT WITH <40% OF SEATING & MAX. 10 TABLES NCCD 70% REDUCTION 48 PARKING SPACES TOTAL PROVIDED: COMPACT (RESTRIPED LOT) 23 x 0.3 = 6.9 = 6 SPACES 6 COMPACT PARKING SPACES ADA (+ 2 IN LOTS > 25) (+ 1 IN LOTS < 25) = 3 SPACES 3 ADA PARKING SPACES (INC. 1 VAN) STANDARD PARKING SPACES + 41 STANDARD PARKING SPACES TO PREVENT DOUBLE-COUNTING REAS, A SITE ELEMENT OR PART OF A SITE ELEMENT IS ONLY COUNTED IN THE TOPMOST CATEGORY TO WHICH IT BELONGS. DEVELOPMENT SUMMARY ZONING CS-HD-NCCD-NP EXISTING PROPOSED LOT AREA 32,471 S.F. EXISTING BUILDING - FOUNDATION FOOTPRINT 10,440 SF EXISTING BUILDING - ROOF OVERNHANGS 1,460 SF CONCRETE SIDEWALK / RAMPS 1,478 SF + 470 SF 1,948 SF CONCRETE / ASPHALT PARKING & CURBS 17,128 SF - 2,719 SF 14,409 SF 10,440 SF 1,460 SF 36 SF 28,293 SF 87.1% SETBACKS 25' MINIMUM FRONT YARD SETBACK, NO MAXIMUM. NO REAR YARD, INTERIOR SIDE YARD, OR 43RD ST SETBACK. (HP-NCCD PART 9.6.) FLOOR AREA RATIO (0.75:1 ALLOWED, NCCD): BUILDING COVERAGE (55% ALLOWED, NCCD): IMPERVIOUS COVER* (80% ALLOWED, NCCD): * SEE TABLE 11,900 SF 36.6% 11,900 SF 36.6% 30,542 SF 94.1% 28,293 SF 87.1% EXIST. EXIST. % PROP. PROP. % LEGAL DESCRIPTION TYPE OF CONSTRUCTION 9,842 SF 30.3% 10,440 SF 32.2% LEGAL: LOT 17-26 BLK 14 HYDE PARK ADDN NO 1 TYPE IIIB - MASONRY WALLS, SLAB FDN. NON-SPRINKLERED. LAND USE EXISTING PROPOSED EXISTING ONE STORY MASONRY STRUCTURE POSTAL SERVICES, SINGLE USE RESTAURANT & CONVENIENCE RETAIL, SEPARATED MIXED USE CHANGE OF USE - INTERIOR & EXTERIOR ALTERATION OF EXISTING SINGLE STORY STRUCTURE. EXISTING SINGLE-TENANT STRUCTURE WILL BECOME SHELL STRUCTURE FOR 4 TENANTS. SITE ALTERATIONS TO INCLUDE REMOVAL OF TWO DRIVEWAYS, UTILITY UPGRADES (NEW IRRIGATION WATER METER, WASTE LINES INCLUDING FOR FUTURE GREASE TRAP), AND IMPROVEMENTS TO ACCESSIBLE ROUTE. EXTERIOR ENVELOPE RENOVATION TO CREATE NEW ENTRANCES AND WINDOWS. NEW 598 SF ENCLOSURE OF EXISTING PORCH. BIKE PARKING REQUIRED: 2 SPACES PROVIDED: 2 SPACES TOTAL IMPERVIOUS COVER 30,542 SF 94.1% 50 TOTAL PARKING SPACES BIKE PARKING PAD 36 SF UTILITY WW/SEWER UTILITY WATER UTILITY GAS PROPERTY SETBACK ACCESSIBLE ROUTE LIMITS OF CONSTRUCTION W UTILITY POLE WATER METER CRZ CRZ 50% CRZ 25% CRZ EXISTING DRIVEWAY [TYPE II] 29.5" LIVE OAK 50% CRZ 25% CRZ 27" LIVE OAK R 12' - 4 1/2" 14.5" LIVE OAK EXISTING DRIVEWAY [TYPE II] S 27°38'24"W (250.00') 26.5" LIVE OAK (TRUNK OUTSIDE BOUNDARIES) CRZ W 1" WATER METER BIKE RACK LIGHT POLE LIGHT POLE SPEEDWAY CRZ 50% CRZ 25% CRZ 21" LIVE OAK CRZ 50% CRZ 25% CRZ P O T S S U B CRZ 50% CRZ 25% CRZ 23.5" TEXAS ASH 20" LIVE OAK LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 5 1/2" " 1 1 25 FT SETBACK 25 FT SETBACK ASPHALT PARKING LOT 18 SPACES ASPHALT PARKING LOT 27 SPACES LIGHT POLE ) ' 2 8 . 9 2 1 ( ' E " 7 1 7 1 ° 2 6 S CRZ 50% CRZ 25% CRZ 24.5" AMERICAN ELM LIGHT POLE I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 4 4 : 7 2 : 2 2 2 0 2 / 1 2 / 1 CONCRETE RAMP " 4 I G N T S X E I Y R T N E E V O B A E N I L F O O R " 2 / 1 5 CONCRETE RAMP " 4 8" EXISTING ENTRY 4300 SPEEDWAY SINGLE STORY STRUCTURE TO BE RENOVATED 9,842 SF NON-SPRINKLERED " 0 1 - ' 1 PORCH " 5 - ' 2 ASPHALT E V O B A E N I L F O O R UTILITY POLE UTILITY POLE N 27°40'15"E (250.00') GAS METER ALLEY 15' - 2" CLR BETWEEN BLDGS ELEC METER UTILITY POLE H T R O N N A L P 1 SITE PLAN - EXISTING SCALE: 3/32" = 1'-0" C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING SITE PLAN − EXISTING DATE As indicated 01/21/22 PAGE NUMBER A1.00 LIGHT POLE 14" CEDAR ELM TREE PROTECTION NOTES GENERAL SITE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Any work that involves cutting or damage to existing conditions shall be repaired to match existing. Locate and mark all utilities prior to construction. Notify underground utility companies 48 hours prior to any excavation. Repair any damaged utility lines at contractor's expense. Confirm with designer/owner location of staging area and construction fence. Verify that staging area is free of obstacles and utilities. Contractor staging area requires fencing. The contractor shall provide signage, tape barricade, and/or warning lights as required to designate these areas. Provide for public safety at all times on construction site. Construction materials shall be delivered via path and site entrance determined in pre-construction meeting. A level, accessible route, sloping less than 5% with a cross slope less than 2% shall be provided from accessible parking to the accessible building entry, and shall comply with Texas Accessibility Standards. Provide reinforced HVAC unit, transformer, and generator pads as required by mechanical and electrical. Pad sizes shown are approximate sizes. Concrete pads shall be sized to accommodate manufacturer's recommendations. The Limits of Construction shall include, but not be limited to, 12 feet outside of any constructed or renovated area and not to extend beyond the property line. Stockpiling of excavated or fill material shall be limited to an area as defined by the architect/owner. Indicated (100.0') finish floor elevation is a reference elevation. Actual finish floor elevation above sea level. Site information provided by owner. Architect is not resonsible for inaccurate site information or problems caused by inaccurate site information. The following requirements apply to all significant trees (trunk diameter >18") and critical root zones (CRZs) within the Limits of Construction, and must be observed throughout the duration of construction. Protect tree CRZs by putting up chain link fencing, 5' minimum height, at the boundaries of the 50% critical root zones. If fencing the entire 50% CRZ is infeasible, an 8" layer of mulch must be applied to as much of the CRZ as possible. If impact to any part of the root zone is unavoidable for relocating structure, install tree root protection in the form of anti-compaction mats as directed and approved by city arborist. Alternative proposals must be approved by city arborist. CRZs extending into the property of trees which are not on the property are also to be protected per these notes. Italics indicate a protected tree which is not on the property, but has a CRZ extending into the property. Notwithstanding fencing or mulch locations, no materials or equipment may be stored within tree critical root zones. All pruning of significant trees, including pruning to allow access to materials and equipment, must be done by a licensed arborist. Avoid trenching for utilities within the 50% CRZ of protected trees. If trenching cannot be avoided, trenches are to be air spaded by a Certified Arborist for the top 30" to avoid cutting roots 1.5" in diameter. The following items may not be placed within the 50% CRZ of any protected tree: access routes, material staging, dumpster, spoils placement. The following items may not be placed within the full CRZ of any protected tree: portable toilets, concrete washouts, paint washouts. T S D R 3 4 LIGHT POLE I Y A W E V R D G N T S X E I I ] I I E P Y T [ WM BOX, NO METER D R A Y T E E R T S O N [ ] K C A B T E S ) ' 5 9 . 9 2 1 ( ' W " 7 1 7 1 ° 2 6 N LIGHT POLE I Y A W E V R D G N T S X E I I ] I I E P Y T [ R 3' - 2 3/8 " MANHOLE LEGEND OCCUPANCY GROUP OCCUPANT LOAD PARKING AREA OFF STREET PARKING SPACES REQUIRED IMPERVIOUS COVER TABLE PROJECT DESCRIPTION PROPERTY LINE UTILITY OVERHEAD ELECTRIC RETAIL SPACE - 1 RETAIL SPACE - 2 RETAIL SPACE - 3 RESTAURANT M M M A2 27 40 46 + 99 TOTAL 212 OCCUPANTS RETAIL SPACE (CONVENIENCE) - 1 RETAIL SPACE (CONVENIENCE) - 2 RETAIL SPACE (CONCENIENCE) - 3 RESTAURANT OUTDOOR SEATING 1,569 SF 2,387 SF 2,708 SF 3,244 SF 800 SF 1 : 275 SF 1 : 275 SF 1 : 275 SF 1 : 75 SF * 5.7 8.7 9.8 43.3 *0.0 67.5 x0.7 47.2 *EXEMPT WITH <40% OF SEATING & MAX. 10 TABLES NCCD 70% REDUCTION 48 PARKING SPACES TOTAL PROVIDED: COMPACT (RESTRIPED LOT) 23 x 0.3 = 6.9 = 6 SPACES 6 COMPACT PARKING SPACES ADA (+ 2 IN LOTS > 25) (+ 1 IN LOTS < 25) = 3 SPACES 3 ADA PARKING SPACES (INC. 1 VAN) STANDARD PARKING SPACES + 41 STANDARD PARKING SPACES TO PREVENT DOUBLE-COUNTING REAS, A SITE ELEMENT OR PART OF A SITE ELEMENT IS ONLY COUNTED IN THE TOPMOST CATEGORY TO WHICH IT BELONGS. DEVELOPMENT SUMMARY ZONING CS-HD-NCCD-NP EXISTING PROPOSED LOT AREA 32,471 S.F. EXISTING BUILDING - FOUNDATION FOOTPRINT 10,440 SF EXISTING BUILDING - ROOF OVERNHANGS 1,460 SF CONCRETE SIDEWALK / RAMPS 1,478 SF + 470 SF 1,948 SF CONCRETE / ASPHALT PARKING & CURBS 17,128 SF - 2,719 SF 14,409 SF 10,440 SF 1,460 SF 36 SF 28,293 SF 87.1% SETBACKS 25' MINIMUM FRONT YARD SETBACK, NO MAXIMUM. NO REAR YARD, INTERIOR SIDE YARD, OR 43RD ST SETBACK. (HP-NCCD PART 9.6.) FLOOR AREA RATIO (0.75:1 ALLOWED, NCCD): BUILDING COVERAGE (55% ALLOWED, NCCD): IMPERVIOUS COVER* (80% ALLOWED, NCCD): * SEE TABLE 11,900 SF 36.6% 11,900 SF 36.6% 30,542 SF 94.1% 28,293 SF 87.1% EXIST. EXIST. % PROP. PROP. % LEGAL DESCRIPTION TYPE OF CONSTRUCTION 9,842 SF 30.3% 10,440 SF 32.2% LEGAL: LOT 17-26 BLK 14 HYDE PARK ADDN NO 1 TYPE IIIB - MASONRY WALLS, SLAB FDN. NON-SPRINKLERED. LAND USE EXISTING PROPOSED EXISTING ONE STORY MASONRY STRUCTURE POSTAL SERVICES, SINGLE USE RESTAURANT & CONVENIENCE RETAIL, SEPARATED MIXED USE CHANGE OF USE - INTERIOR & EXTERIOR ALTERATION OF EXISTING SINGLE STORY STRUCTURE. EXISTING SINGLE-TENANT STRUCTURE WILL BECOME SHELL STRUCTURE FOR 4 TENANTS. SITE ALTERATIONS TO INCLUDE REMOVAL OF TWO DRIVEWAYS, UTILITY UPGRADES (NEW IRRIGATION WATER METER, WASTE LINES INCLUDING FOR FUTURE GREASE TRAP), AND IMPROVEMENTS TO ACCESSIBLE ROUTE. EXTERIOR ENVELOPE RENOVATION TO CREATE NEW ENTRANCES AND WINDOWS. NEW 598 SF ENCLOSURE OF EXISTING PORCH. BIKE PARKING REQUIRED: 2 SPACES PROVIDED: 2 SPACES TOTAL IMPERVIOUS COVER 30,542 SF 94.1% 50 TOTAL PARKING SPACES BIKE PARKING PAD 36 SF UTILITY WW/SEWER UTILITY WATER UTILITY GAS PROPERTY SETBACK ACCESSIBLE ROUTE LIMITS OF CONSTRUCTION W UTILITY POLE WATER METER 69' - 11 1/4" 50% CRZ 25% CRZ EXISTING DRIVEWAY [TYPE II] 29.5" LIVE OAK CRZ CRZ 50% CRZ 25% CRZ 27" LIVE OAK CRZ 50% CRZ 25% CRZ CRZ 50% CRZ 25% CRZ P O T S S U B 40' - 5 1/2" CRZ 50% CRZ 25% CRZ 14.5" LIVE OAK 21" LIVE OAK 23.5" TEXAS ASH 20" LIVE OAK 250' - 0" SPEEDWAY 139' - 7 1/4" EXISTING DRIVEWAY [TYPE II] S 27°38'24"W (250.00') 26.5" LIVE OAK (TRUNK OUTSIDE BOUNDARIES) CRZ " 4 / 1 6 - ' 4 2 W 1" WATER METER REPLACE ASPHALT AROUND WATER METER WITH GRASS. 90 SF TOTAL NEW OPENINGS IN EXISTING EXTERIOR WALLS FOR FENESTRATION, REFER TO PROPOSED PLAN. 123 LF TOTAL NEW PAD LEVEL WITH EXISTING F.F.E. STEP DOWN TO GRADE. 18 SF LOT 23 NEW ENTRY LOT 26 LOT 25 LOT 24 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LIGHT POLE LIGHT POLE LIGHT POLE 5' - 10 1/4" 5' - 0" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 25 FT SETBACK NEW COMPLIANT ACCESSIBLE PARKING SPACE & AISLE EXISTING ASPHALT PARKING LOT RESTRIPED 23 SPACES 24' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" LOT 17 NEW PARKING LOT CURB 25 FT SETBACK DRIVEWAY REMOVED. NEW CURB PER COA DETAIL 430S-1. NEW SIDEWALK PER COA DETAIL 432S-1. 470 SF " 1 1 - ' 3 2 EXISTING ABANDONED SERVICE LINE. NO METER. " 6 - ' 7 1 " 5 - ' 3 2 LIGHT POLE EXISTING ASPHALT PARKING LOT 27 SPACES PROVIDE 5'X5' LANDING PER TAS REQUIREMENTS, FEATHER CONCRETE TO EXISTING FLATWORK. NEW ACCESSIBILITY RAMP 37 SF NEW STRIPES FOR COMPLIANT ACCESSIBLE PARKING SPACE (2) & AISLE PROVIDE 5'X5' LANDING PER TAS REQUIREMENTS, FEATHER CONCRETE TO EXISTING FLATWORK WHERE REQUIRED. CRZ 50% CRZ 25% CRZ 24.5" AMERICAN ELM W E N Y R T N E W E N Y R T N E W E N Y R T N E LIGHT POLE TRASH FENCE ENCLOSURE 2 A4.00 E V O B A E N I L F O O R RETAIL 1 1568 SF GFA UTILITY POLE UTILITY POLE " 6 - ' 7 1 NEW ACCESSIBILITY LANDING & RAMPS 80 SF LINE OF CANOPY ABOVE NEW COLUMN-SUPPORTED CANOPY (ABOVE) 1323 SF COVERED AREA NEW ENTRY NEW ENTRY COMPACT (6) TREE PROTECTION NOTES BIKE RACK PARKING (2) " 0 - ' 5 1 LIGHT POLE 14" CEDAR ELM RETAIL 2 2352 SF GFA PROVIDE 5'X5' LANDING PER TAS REQUIREMENTS, FEATHER CONCRETE TO EXISTING FLATWORK WHERE REQUIRED. NEW RAMP - 99 SF NEW STAIRS 13 SF NEW SIDEWALK - 225 SF NEW ENTRY 11' - 11 1/2" SINGLE STORY NEW ADDITION [ENCLOSED EXISTING PORCH] 598 SF E V O B A Y P O N A C F O E N I L D R A Y T E E R T S O N [ ] K C A B T E S ) ' 5 9 . 9 2 1 ( ' W " 7 1 7 1 ° 2 6 N LIMITS OF CONSTRUCTION 2,950 SF TOTAL (INC. TRASH ENCLOSURE & NEW CANOPIES) AREA FOR FUTURE GREASE TRAP, TO BE SIZED BY INDUSTRIAL WASTE SAMPLE PORTS, REFER TO CIVIL TAP PLAN. 4 6 ' - 0 " DRIVEWAY REMOVED. NEW CURB PER COA DETAIL 430S-1. NEW SIDEWALK PER COA DETAIL 432S-1. 930 SF NEW WASTEWATER CONNECTIONS, REFER TO CIVIL TAP PLAN. 4" PVC SCH 40 SANITARY WASTE @ 2% SLOPE. MANHOLE 4300 SPEEDWAY SINGLE STORY STRUCTURE TO BE RENOVATED 10,440 SF (INC. NEW ADDITION) NON-SPRINKLERED RETAIL 3 2648 SF GFA RESTAURANT 4 3226 SF GFA I R E R R A B E R F R H - 2 I N 27°40'15"E (250.00') GAS METER ALLEY TERMINATE WW AT MAIN ELEC METER UTILITY POLE H T R O N N A L P 1 SITE PLAN - PROPOSED SCALE: 3/32" = 1'-0" ) ' 2 8 . 9 2 1 ( ' E " 7 1 7 1 ° 2 6 S " 4 / 3 9 - ' 9 2 1 " 2 / 1 0 1 - ' 2 0 1 " 5 - ' 2 I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 6 4 : 7 2 : 2 2 2 0 2 / 1 2 / 1 GENERAL SITE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Any work that involves cutting or damage to existing conditions shall be repaired to match existing. Locate and mark all utilities prior to construction. Notify underground utility companies 48 hours prior to any excavation. Repair any damaged utility lines at contractor's expense. Confirm with designer/owner location of staging area and construction fence. Verify that staging area is free of obstacles and utilities. Contractor staging area requires fencing. The contractor shall provide signage, tape barricade, and/or warning lights as required to designate these areas. Provide for public safety at all times on construction site. Construction materials shall be delivered via path and site entrance determined in pre-construction meeting. A level, accessible route, sloping less than 5% with a cross slope less than 2% shall be provided from accessible parking to the accessible building entry, and shall comply with Texas Accessibility Standards. Provide reinforced HVAC unit, transformer, and generator pads as required by mechanical and electrical. Pad sizes shown are approximate sizes. Concrete pads shall be sized to accommodate manufacturer's recommendations. The Limits of Construction shall include, but not be limited to, 12 feet outside of any constructed or renovated area and not to extend beyond the property line. Stockpiling of excavated or fill material shall be limited to an area as defined by the architect/owner. Indicated (100.0') finish floor elevation is a reference elevation. Actual finish floor elevation above sea level. Site information provided by owner. Architect is not resonsible for inaccurate site information or problems caused by inaccurate site information. The following requirements apply to all significant trees (trunk diameter >18") and critical root zones (CRZs) within the Limits of Construction, and must be observed throughout the duration of construction. Protect tree CRZs by putting up chain link fencing, 5' minimum height, at the boundaries of the 50% critical root zones. If fencing the entire 50% CRZ is infeasible, an 8" layer of mulch must be applied to as much of the CRZ as possible. If impact to any part of the root zone is unavoidable for relocating structure, install tree root protection in the form of anti-compaction mats as directed and approved by city arborist. Alternative proposals must be approved by city arborist. CRZs extending into the property of trees which are not on the property are also to be protected per these notes. Italics indicate a protected tree which is not on the property, but has a CRZ extending into the property. Notwithstanding fencing or mulch locations, no materials or equipment may be stored within tree critical root zones. All pruning of significant trees, including pruning to allow access to materials and equipment, must be done by a licensed arborist. Avoid trenching for utilities within the 50% CRZ of protected trees. If trenching cannot be avoided, trenches are to be air spaded by a Certified Arborist for the top 30" to avoid cutting roots 1.5" in diameter. The following items may not be placed within the 50% CRZ of any protected tree: access routes, material staging, dumpster, spoils placement. The following items may not be placed within the full CRZ of any protected tree: portable toilets, concrete washouts, paint washouts. D R A Y T E E R T S O N [ ] K C A B T E S T S D R 3 4 C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING SITE PLAN − PROPOSED DATE As indicated 01/21/22 PAGE NUMBER A1.01 1 2 3 4.1 4.2 5 6 7 8 9 3' - 8 1/4" 7' - 7 1/2" 17' - 11 3/4" 22' - 7 1/2" 21' - 7 1/2" 21' - 7 1/2" 21' - 8" 21' - 7 1/4" 12' - 5 3/4" 6' - 0" 147' - 2 3/4" 11 1/2" 1 0 0 . 2 A 4' - 5" 12' - 0" 10' - 2" 41' - 9" FLAGPOLE (TO BE REMOVED) CLR ANOD. ALUMINUM STOREFRONT W/ LIMESTONE TRIM (TO BE REMOVED) CLR ANOD. ALUMINUM WINDOWS W/ LIMESTONE TRIM (TO BE REMOVED) CONCRETE SLAB ON GRADE 2 0 0 . 2 A E V O B A E N I L F O O R 1 2 3 4.1 4.2 5 6 7 8 9 3 . 0 0 2 A 1 PLAN - EXISTING SCALE: 1/8" = 1'-0" A B C D E F " 4 / 3 3 - ' 9 3 " 8 - ' 4 1 " 4 / 1 3 - ' 8 " 2 / 1 7 - ' 0 2 " 2 / 1 1 1 - ' 0 2 " 0 1 - ' 3 0 1 4 0 0 . 2 A I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 7 4 : 7 2 : 2 2 2 0 2 / 1 2 / 1 E V O B A E N I L F O O R A B C D E F C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING EXISTING PLAN DATE 1/8" = 1’−0" 01/21/22 PAGE NUMBER A1.05 1 2 3 4.1 4.2 5 6 7 8 9 A 25 FT SETBACK 14' - 4" 14' - 8 1/2" 9' - 0" 2' - 9 3/4" 9' - 0" NEW PAD LEVEL WITH EXISTING F.F.E. STEP DOWN TO GRADE. 203 D1 / 35 1/4" " 0 - ' 3 HB RELOCATE EXISTING 1 1 0 . 2 A 14' - 6 1/2" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 2 3/4" " 0 - ' 9 " 4 / 1 9 - ' 5 " 0 - ' 3 " 5 - ' 2 PROVIDE 5'X5' LANDING PER TAS REQUIREMENTS, FEATHER CONCRETE TO EXISTING FLATWORK LINE OF CANOPY ABOVE 12' - 0" 2' - 1 3/4" 12' - 0" 2' - 1 3/4" 12' - 0" 5' - 9" 12' - 0" 13' - 4 3/4" 6' - 2 1/4" 1' - 6" RETAIL 2 2352 SF GFA 301 D1 / 35 1/4" 401 D1 / 35 1/4" " 4 / 3 2 - ' 2 " 7 - ' 2 " 1 - ' 6 " 9 - ' 1 2 " 4 / 1 3 - ' 6 " 8 - ' 2 " 4 / 3 3 - ' "1 4 / 1 2 - ' 6 " 4 / 1 0 - ' 4 1 " 0 - ' 6 " 2 / 1 8 - ' 4 1 E V O B A Y P O N A C F O E N I L E V O B A E N I L F O O R A.2 B PROVIDE 5'X5' LANDING PER TAS REQUIREMENTS, FEATHER CONCRETE TO EXISTING FLATWORK 3 1 0 . 2 A " 2 3 / 2 D 1 0 2 " 4 / 1 5 3 / 1 D 1 0 1 INFILL EXISTING SLAB DEPRESSION HB RETAIL 1 1568 SF GFA RETAIL 3 2648 SF GFA CLOSE & REPAIR WALL AT OPENING C D E F I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 8 4 : 7 2 : 2 2 2 0 2 / 1 2 / 1 GENERAL PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Contractor shall locate and layout walls and partitions as they relate to the structure and other building elements as shown on the drawings and in conformance with the design concept/intent. All floor plan dimensions are to the grid lines; the centerline of columns or window mullions; or the face of studs, furring or concrete masonry units, unless noted otherwise. All floor plan dimensions to the outside face of masonry veneer are to the exterior face of the edge of the concrete slab. Masonry dimensions are nominal and include an allowance for a mortar joint, unless noted otherwise. Dimensions noted as “CLR”(clear) are to face of finishes. All partitions are type " P6 " unless noted otherwise. Refer to partition details for partition types indicated on the floor plan. Refer to the reflected ceiling plans for additional information concerning the location of fire resistant partitions and membrane assemblies. All partitions shall be braced to structure to prevent movement or deflection. The contractor shall maintain the integrity of fire stopping and fire resistant assemblies. Materials shall be repaired or reapplied as required as necessary. Refer to floor pattern plan and/or specs for any flooring Typical door location is centered or offset 4" plus frame, unless noted otherwise. Patch/level concrete slab at any removed walls, tile floors, sloped floors, floor drains that are removed in demolition. Locate wall control joints at each door head strike side, at each end of window heads, and at 28'-0" o.c. maximum. See typical wall control joint detail. Coordinate locations of hose bibbs, gas meter, electrical, water, and wastewater per MEP and with owner. C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 75% DESIGN DEVELOPMENT A A.2 B C D F NEW HANDRAILS, RAMP, AND STAIRS, WITH EDGE PROTECTION & HANDRAILS. PER TAS REQUIREMENTS. NEW PAD LEVEL WITH EXISTING T.O. SLAB, SLOPE TO DRAIN. " 2 / 1 8 - ' 9 " 2 / 1 8 - ' 9 E V O B A Y P O N A C F O E N I L " 6 - ' 9 " 2 / 1 7 - ' 1 " 0 - ' 9 " 2 / 1 7 - ' 1 " 0 - ' 9 HB " 0 1 - ' 0 1 402 D1 / 35 1/4" 11' - 11 1/2" 6' - 0" INFILL EXISTING SLAB DEPRESSION SYMBOLS LEGEND 1 A101 SIM 1 A101 4 1 0 . 2 A NEW COLUMNS, REF. STRUCT. RESTAURANT 4 3226 SF GFA INFILL EXISTING SLAB DEPRESSION 403 D4 / 32" CALLOUT STAGE E 1 A101 1 INTERIOR ELEVATION EXTERIOR ELEVATION BUILDING SECTION WALL SECTION GRID LINE 1 1 1 A101 1 A101 0 B-6 WALL TYPE 1t WINDOW TYPE DRAWING REFERENCE PLAN 1t DOOR NUMBER CENTERLINE (E) EXISTING 1 REVISION NUMBER E-8 CASEWORK TYPE T TEMPERED GLASS DATE As indicated 01/21/22 PAGE NUMBER A1.10 2 . 1 0 2 A 1 PLAN - PROPOSED SCALE: 1/8" = 1'-0" 1 2 3 4.1 4.2 5 6 7 8 9 1 2 3 4.1 4.2 5 6 7 8 9 40' - 3 1/2" 145' - 1 1/2" 104' - 10" NEW COPING, PTD. MTL. 1/8" / 1'-0" 1/8" / 1'-0" 17' - 11 1/2" LINE OF STRUCTURE BELOW " 3 - ' 7 DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT NEW COLUMN-SUPPORTED WOOD FRAME CANOPY. WOOD T&G SOFFIT. GUTTER " 0 - ' 1 / " 2 / 1 " 0 - ' 1 / " 8 / 5 1/4" / 1'-0" 1/8" / 1'-0" NEW COLUMN-SUPPORTED WOOD FRAME CANOPY. WOOD T&G SOFFIT. A.2 B A C D E F NEW PARAPET. THIN BRICK VENEER ON WOOD FRAME. 43" HEIGHT OVER EXISTING. MTL COPING, PTD. R E T T U G W O L E B E R U T C U R T S F O E N L I R E T T U G NEW ROOF / CANOPY OVER BUILDING ADDITION AND WALKWAY. TPO MEMBRANE OVER PLWD DECKING AND WD FRAMING, 1919 SF TOTAL ADDITION ONLY: 596 SF CANOPY ONLY: 1323 SF DOWNSPOUT " 4 / 1 9 - ' 1 7 DOWNSPOUT DOWNSPOUT 1/4" / 1'-0" 1/8" / 1'-0" NEW CANTILEVER- OVERHANG WOOD FRAME CANOPY. WOOD T&G SOFFIT. NEW COPING, PTD. MTL. DOWNSPOUT DOWNSPOUT GUTTER DOWNSPOUT 1 2 3 4.1 4.2 5 6 7 8 9 DOWNSPOUT (N) EXISTING OVERHANG, REMOVE DROPPED CEILING FRAMING. NEW GUTTER + DOWNSPOUTS AND NEW REDUCED DEPTH FASCIA AT PERIMETER, NEW T&G WOOD SOFFIT . DOWNSPOUT (N) DOWNSPOUT (N) DOWNSPOUT (N) DOWNSPOUT (N) DOWNSPOUT (N) A.2 B A C D E F I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 9 4 : 7 2 : 2 2 2 0 2 / 1 2 / 1 NEW PARAPET. THIN BRICK VENEER ON WOOD FRAME. 43" HEIGHT OVER EXISTING. MTL COPING, PTD. 1/8" / 1'-0" 1/8" / 1'-0" NEW TPO ROOF ADD ALT: NEW POLYISO INSULATION (4", R-25 MIN), ALL ROOF AREAS EXCEPT WOOD FRAME " 0 - ' 1 / " 8 / 1 DOWNSPOUT ADD ALT: REPLACE GUTTERS AND DOWNSPOUTS IN KIND ALONG WEST / ALLEY ELEVATION 1 ROOF PLAN SCALE: 1/8" = 1'-0" C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING ROOF PLAN DATE 1/8" = 1’−0" 01/21/22 PAGE NUMBER A1.11 T.O. WALL 13'-4" B.O. FASCIA 9'- 2" " 0 1 - ' 3 (CM-1) ABOVE 9'-2" BEHIND FASCIA, WALL TRANSITIONS TO CONCRETE MASONRY UNIT IN PLANE WITH BK-1 BK-1 STANDARD BRICK RUNNING BOND PLYWOOD FASCIA WITH PEBBLE FINISH MTL GUTTER, PTD. BK-1 BK-2 NORMAN BRICK STAGGERED RUNNING BOND GALV MTL COPING, PTD. BK-2 BK-2 BK-1 T.O. WALL 13'-4" DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM T.O. WALL 12'-8 1/2" " 0 - ' 1 BK-1 F.F.E. 100' - 0" GALV MTL COPING BK-1 STANDARD BRICK RUNNING BOND FLAGPOLE CONCRETE WALKWAY RAMP DS AT COLUMN DS AT COLUMN DS AT COLUMN DS AT COLUMN STEEL PIPE COLUMNS, PTD. 4 ELEVATION - EXISTING - NORTH SCALE: 1/8" = 1'-0" 2 ELEVATION - EXISTING - SOUTH SCALE: 1/8" = 1'-0" STEEL PIPE COLUMNS, PTD. LOADING DOCK CONCRETE SLAB DEPRESSION CONCRETE STAIRS CONCRETE LOADING RAMP PLYWOOD FASCIA WITH PEBBLE FINISH CM-1 STANDARD CONCRETE MASONRY UNIT, PTD. MTL GUTTER BK-1 CM-1 CM-1 CM-1 CM-1 CM-1 EXISTING MEMBRANE ROOF ON STEEL DECK (SLOPES AWAY FROM VIEW) MTL FASCIA, PTD. MTL GUTTER B.O. OVERHANG 11'-6" T.O. WALL 13'-4" B.O. FASCIA 9'- 2" " 0 1 - ' 3 F.F.E. 100' - 0" CHAIN LINK GATE DS DS GAS DS DS 3 ELEVATION - EXISTING - WEST SCALE: 1/8" = 1'-0" B.O. OVERHANG 11'-6" T.O. WALL 12'-8 1/2" 4' - 2" TYP. GALV MTL COPING, PTD. BK-2 NORMAN BRICK STAGGERED RUNNING BOND FLAGPOLE 12' - 0" 3' - 0" GALV MTL COPING BK-1 STANDARD BRICK RUNNING BOND MTL FASCIA, PTD. STEEL PIPE COLUMNS, PTD. F.F.E. 100' - 0" BK-1 " 4 - ' 1 " 6 - ' 5 " 0 - ' 0 "1 6 - ' 4 BK-2 " 0 - ' 0 1 BK-1 BK-1 PIPE HANDRAIL, PTD. BK-1 WING WALL BEYOND CLR ANOD. ALUMINUM WINDOWS W/ LIMESTONE TRIM LIMESTONE, COURSED ASHLAR CLR ANOD. ALUMINUM STOREFRONT W/ LIMESTONE TRIM BK-1 PLANTER HB 1 ELEVATION - EXISTING - EAST SCALE: 1/8" = 1'-0" I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 3 5 : 7 2 : 2 2 2 0 2 / 1 2 / 1 GENERAL ELEVATION NOTES 1. 2. 3. 4. Contractor to coordinate all expansion joints and control joints with architect prior to installation of veneer. Provide one pre-cast concrete splash block at each downspout extending 4' from building, unless downspout is tied into storm drain or drains on to concrete surface. Provide factory finished galvanized steel box gutters with downspouts where noted. Provide masonry veneer vent type weeps @ 24" o.c. at veneer base and at all steel lintels. Provide masonry vents at veneer top at 48" o.c. GC review control joint locations with brick manufacturer. C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING EXISTING ELEVATIONS DATE As indicated 01/21/22 PAGE NUMBER A2.00 F.F.E. 100' - 0" PLYWOOD FASCIA WITH PEBBLE FINISH T.O. WALL 13'-4" B.O. FASCIA 9'- 2" " 0 1 - ' 3 EXISTING OVERHANG STRUCTURE, RECLAD WITH METAL FASCIA & DROPPED CEILING REMOVED. (NEW BOX GUTTER BEHIND FASCIA) 5" STEEL CHANNEL LINTEL, PTD. TYP. NEW PARAPET. THIN BRICK MATCHING BK-2 FACE DIMENSION AND PATTERN, PTD. EXISTING BK-1 AND CM-1 TO BE PAINTED 6' - 0" 6' - 2" 6' - 2" 6' - 0" NEW CANTILEVER-OVERHANG WOOD T&G SOFFIT. MTL FASCIA. NEW PARAPET. THIN BRICK MATCHING BK-2 FACE DIMENSION AND PATTERN, PTD. MTL COPING. MTL COPING. (N) 8" STEEL CHANNEL BRICK LINTEL, PTD. TYP. B.O. FASCIA 11'- 2" " 4 / 1 0 1 - ' 1 A A A A CM-1 PTD. BK-1 PTD. " 0 - ' 0 1 BK-2 PTD. " 0 - ' 0 1 T.O. PARAPET 116' - 3" B.O. CANOPY 110' - 8 1/2" " 1 1 F.F.E. 100' - 0" T.O. WALL 13'-4" DESIGN THOUGHTBARN LLC 4805 RED BLUFF RD / STUDIO A AUSTIN TX 78702 O: 512 386 1579 INFO@THOUGHTBARN.COM WWW.THOUGHTBARN.COM DS (N) AT COLUMN NEW DOWNSPOUTS, TYP. PTD. EXISTING STEEL PIPE COLUMNS, PTD. ACCESSIBLE RAMP BLACK ANOD ALUM STOREFRONT, TYP. BLACK ANOD ALUM WINDOWS, TYP. MVMT JOINTS NEW SLAB INFILL 9' - 0" DS 9' - 0" DS 9' - 0" 9' - 0" A BK-2 PTD. BK-2 PTD. BK-2 PTD. DS D D A BK-1 PTD. DOWNSPOUT, TYP. PTD. NEW ADDITION IN EXISTING LOADING DOCK. WALLS USE THIN BRICK MATCHING BK-2 FACE DIMENSION AND PATTERN. PTD. NEW STAIR & RAMP HANDRAILS, PER TAS REQUIREMENTS. PTD. STEEL. STEEL PIPE COLUMN W/ DOWNSPOUT. PTD. BLACK ANOD ALUM WINDOWS, TYP. 4 ELEVATION - PROPOSED - SOUTH SCALE: 1/8" = 1'-0" 3 ELEVATION - PROPOSED - NORTH SCALE: 1/8" = 1'-0" NEW PARAPET WITH MTL COPING. TPO ROOF MEMBRANE EXISTING OVERHANG STRUCTURE, RECLAD WITH METAL FASCIA & DROPPED CEILING REMOVED. (NEW BOX GUTTER BEHIND FASCIA) B.O. FASCIA 11'- 2" A " 4 / 1 0 1 - ' 1 BK-1 PTD. CM-1 PTD. GUTTER CM-1 PTD. CM-1 PTD. CM-1 PTD. DS DS DS DS DS NEW CANTILEVER-OVERHANG WOOD T&G SOFFIT. MTL FASCIA. A NEW STAIR & RAMP HANDRAILS, PER TAS REQUIREMENTS. PTD. STEEL. T.O. PARAPET 116' - 3" B.O. CANOPY 110' - 8 1/2" F.F.E. 100' - 0" 2 ELEVATION - PROPOSED - WEST SCALE: 1/8" = 1'-0" T.O. PARAPET 116' - 3" F.F.E. 100' - 0" NEW CANTILEVER-OVERHANG WOOD T&G SOFFIT. MTL FASCIA. NEW COLUMN-SUPPORTED CANOPY WOOD T&G SOFFIT. MTL FASCIA. NEW PARAPET. THIN BRICK MATCHING BK-2 FACE DIMENSION AND PATTERN, PTD. MTL COPING. MTL COPING. (N) 8" STEEL CHANNEL BRICK LINTEL, PTD. TYP. B.O. CANOPY 110' - 8 1/2" " 1 1 6' - 2" NEW RAMP HANDRAILS, PER TAS REQUIREMENTS. PTD. STEEL. BK-2 PTD A BK-2 PTD " 0 - ' 3' - 0" 2 " 0 - ' 0 1 A A A EXISTING OVERHANG STRUCTURE, RECLAD WITH METAL FASCIA & DROPPED CEILING REMOVED. (NEW BOX GUTTER BEHIND FASCIA) T.O. WALL 13'-4" B.O. FASCIA 11'- 2" BK-1 " 8 " 0 - ' 0 1 A " 4 / 1 0 1 - ' 1 NEW ADDITION IN EXISTING LOADING DOCK. WALLS USE THIN BRICK MATCHING BK-2 FACE DIMENSION AND PATTERN. PTD. SIGNAGE WALL BY FUTURE TENANT 3' - 0" 12' - 0" TYP. STEEL PIPE COLUMN, TYP. DOWNSPOUT PTD. INFILL AREAS TO MATCH EXISTING WALL ASSEMBLY & BRICK (BK-2) VENEER BK-2 PTD PTD. BK-1 PTD BK-1 PTD 9' - 0" SIGNAGE WALL BY FUTURE TENANT 9' - 0" 9' - 0" BLACK ANOD ALUM WINDOWS & STOREFRONT, TYP. 1 ELEVATION - PROPOSED - EAST SCALE: 1/8" = 1'-0" I I I I N O S S M R E P N E T T R W T U O H T W D E S U R O D E C U D O R P E R E B T O N Y A M D N A N R A B T H G U O H T F O Y T R E P O R P E H T S I I G N W A R D S H T I M P 7 5 : 7 2 : 2 2 2 0 2 / 1 2 / 1 GENERAL ELEVATION NOTES 1. 2. 3. 4. Contractor to coordinate all expansion joints and control joints with architect prior to installation of veneer. Provide one pre-cast concrete splash block at each downspout extending 4' from building, unless downspout is tied into storm drain or drains on to concrete surface. Provide factory finished galvanized steel box gutters with downspouts where noted. Provide masonry veneer vent type weeps @ 24" o.c. at veneer base and at all steel lintels. Provide masonry vents at veneer top at 48" o.c. GC review control joint locations with brick manufacturer. C L L N R A B T H G U O H T I Y B T C E J O R P G N T C X E R E H T O N A I THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LUCY BEGG TX REG ARCH #26395 ON THE DATE SHOWN ON THE DATE STAMP. IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMITTING PURPOSES. PROJECT SPEEDWAY COMMERCIAL 4300 SPEEDWAY AUSTIN, TX 78751 STAGE 75% DESIGN DEVELOPMENT DRAWING EXTERIOR ELEVATIONS DATE As indicated 01/21/22 PAGE NUMBER A2.01