C.11.1 - 1415 W 10th St - plans — original pdf

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PROJECT INFORMATION SITE NOTES GENERAL NOTES PROJECT DESCRIPTION: NEW CONSTRUCTION OF A TWO-STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE, BASEMENT, DETACHED GUEST HOUSE, AND ADJACENT POOL. ZONING: NEIGHBORHOOD: SUBDIVISION: SF-3NP W.A.N.G. WEED SUBDIVISION FLOODPLAIN: NOT LOCATED IN 100 YR FLOODPLAIN PER COA GIS 1. MINIMUM SETBACKS: FRONT YARD: 25'; SIDE YARD: 5'; REAR YARD: 10' LANDSCAPING: THERE ARE PROTECTED TREES ON THE LOT. PARKING: (2) TWO REQUIRED FOR THE SINGLE FAMILY DWELLING OCCUPANCY: OWNER OCCUPIED SINGLE FAMILY RESIDENCE MAX BUILDING HEIGHT: 32' PER MCMANSION ORDINANCE APPLICABLE BUILDING CODES: 2015 IRC, 2015 IECC, 2011 NEC, 2012 IFC, 2012 UMC, 2012 UPC, TAS, AND LOCAL AMENDMENTS TREES TO BE SAVED SHALL BE PROTECTED BY FENCING BEFORE CONSTRUCTION BEGINS. NO EQUIPMENT OR MATERIAL SHALL BE OPERATED OR STORED WITHIN THE FENCED-IN AREA. FENCES SHALL BE AT THE DRIP LINE AND COMPLETELY SURROUND THE TREE OR CLUSTER OF TREES. NO BURNING OF DEBRIS, CLEANING FLUIDS, CONCRETE SPILLS, ETC. WILL BE ALLOWED WITHIN THESE AREAS. 2. CONTRACTOR TO VERIFY EXACT LOCATION OF STRUCTURES, AND RELATED STRUCTURES ON LOT ACCORDING TO THE SET OF DRAWINGS. 3. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO CONSTRUCTION, CONTRACTOR MUST NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES TO THE DRAWINGS. 1. AT NO TIME ARE CHANGES TO THE CONSTRUCTION METHODS, MATERIALS, DETAILS, SPECIFICATIONS, GENERAL NOTES OR SCHEDULES, OR DELETION OF ANY REQUIREMENT SHOWN ON THESE DRAWINGS ACCEPTABLE WITHOUT FIRST OBTAINING WRITTEN PERMISSION FROM THE ARCHITECT AND CLIENT. TO OBTAIN PERMISSION - PRICING, RELEVANT DRAWINGS AND DOCUMENTS MUST BE PROVIDED. 2. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SITE & CONSTRUCTION CONDITIONS AFFECTING WORK UNDER THIS CONTRACT. 3. COORDINATE MECHANICAL PLUMBING AND ELECTRICAL DIVISIONS WITH OTHER TRADES AFFECTING OR AFFECTED BY SAME. 4. CONTRACTOR TO COORDINATE STAGING AREAS, SEE PROPOSED STAGING PLAN FOR COA MANDATED RESTRICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE PROJECT IN ACCORDANCE WITH ALL PROVISIONS OF APPLICABLE CODES AND ORDINANCES. WORKMANSHIP AND MATERIALS TO BE OF THE HIGHEST INDUSTRY STANDARDS. THE PLANS AND SPECIFICATIONS HAVE BEEN DEVELOPED WITH THE INTENT OF MEETING OR EXCEEDING THE MINIMUM REQUIRED STANDARDS. SHOULD THE PLANS AND SPECIFICATIONS DISAGREE WITH THEMSELVES, THE GREATER QUALITY OR GREATER QUANTITY SHALL BE PERFORMED OR FURNISHED. 7. NOTICE TO ALL SUBCONTRACTORS: IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS AND SPECIFICATIONS. THE FACT THAT SOMETHING WAS NOT INDICATED ON YOUR PORTION OF THE DRAWINGS WILL NOT BE ACCEPTABLE AS A REASON FOR AN EXTRA SERVICES, IF IT CAN BE FOUND ELSEWHERE IN THE DRAWINGS OR SPECIFICATIONS OR IF IT IS IMPLIED AS PART OF THE SCOPE OF WORK. SITE SURVEY 11. GENERAL CONTRACTOR AND SUB-CONTRACTOR ARE TO BID THIS PROJECT AS DESIGNED. VALUE ENGINEERING IS WELCOMED IN AN EFFORT TO GET THE BEST VALUE. GENERAL CONTRACTOR SHALL SUBMIT THEIR BID PER PLANS AND SPECIFICATIONS AND SUBMIT VALUE ENGINEERING 5. 6. 8. 9. THE CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS AND ITEMS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT OF THEFT OR DAMAGE OF MATERIALS STORED ON SITE, EACH PRIME CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL AFFECTED MATERIALS. 10. PROVIDE FIRST AID AND FIRE PROTECTION AS REQUIRED BY OSHA. ITEMS SEPARATELY. 12. PROVIDE ARCHITECT W/ SHOP DWGS. OF ALL MILLWORK, SHOP FABRICATED STRUCTURAL TRUSSES AND FRAMING AS WELL AS WINDOWS. 13. ALL NEW & ORIGINAL CONSTRUCTION SHALL BE THOROUGHLY CLEANED AND PAINTED, BOTH EXTERIOR & INTERIOR PRIOR TO OWNERS OCCUPANCY. 14. SEE FINISH SCHEDULE FOR ALL MATERIALS, FINISHES, FIXTURES AND PAINT COLORS . 15. CONTRACTOR SHALL PROVIDE APPROPRIATE WRITTEN DOCUMENTS THAT REFLECT ANY CHANGES TO ORIGINAL DRAWINGS, FINISH AND MATERIAL SPECIFICATIONS OR LAYOUT. 16. SITE MEETINGS ARE REQUIRED TO BE HELD WITH THE ARCHITECT, CONTRACTOR AND EACH TRADE SUBCONTRACTOR AT THE START OF EACH PHASE INCLUDING THE FOLLOWING PHASES: PRE-CONSTRUCTION, MILLWORK. 17. EMPLOY THE FOLLOWING IN COMPLIANCE WITH THE ENERGY STAR CERTIFIED HOME CHECKLIST (MOST RECENT VERSION): ENSURE FULL AND PROPER INSULATION WITHOUT MISALIGNMENTS, COMPRESSIONS, GAPS, VOIDS, OR SAGGING IN ALL EXTERIOR WALL CAVITIES AT ALL EXTERIOR WALL CONDITIONS; USE RECESSED CORNERS OF NO MORE THAN 3 STUDS PER CORNER TO ALLOW FOR MAXIMUM THERMAL COVERAGE, UNLESS OTHERWISE STRUCTURALLY REQUIRED, AND LIMIT FRAMING TO MAX. OF ONE PAIR OF KING STUDS AND ONE PAIR OF JACK STUDS PER WINDOW OPENING. LIMIT EXTERIOR FRAMING IN GENERAL TO ONLY WHAT IS NECESSARY. INSTALL HEADERS OF R-5 MIN. INSULATION VALUE FOR ALL 2X6 EXTERIOR WALL ASSEMBLIES, UNLESS STRUCTURALLY INFEASIBLE. DOORS ADJACENT TO UNCONDITIONED SPACE OR AMBIENT CONDITIONS TO BE GASKETED OR OTHERWISE MADE TO BE AIR-TIGHT. ATTIC ACCESS PANELS AND DROP-DOWN STAIRS TO BE CONTINUOUSLY GASKETED AND EQUIPED WITH A DURABLE R-10 INSULATED COVER. PROJECT CALCULATIONS: IMPERVIOUS COVER & FAR PROJECT CALCULATIONS: SUBCHAPTER F PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: N/A 11X17: N/A DATE: 05.03.2021 SURVEY, CODE REVIEW, & NOTES A0.10 CONTRACTOR NOTES GENERAL ARBORIST NOTES TREE NOTES TREE T8 NOTES GENERAL DEMOLITION NOTES 1. CONTRACTOR TO VIF ALL EXISTING CONDITIONS & NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2. SEE A1.00 SITE PLAN FOR ADDITION LOCATION ARCS FOR EACH STRUCTURE; LOCATE BUILDING FORMS VIA SURVEY. 3. SEE SURVEY ON A0.10 FOR ADDITIONAL DTLS AND NOTES REGARDING EXISTING CONDITIONS. 4. PER IRC, SLOPE HARDSCAPE AWAY FROM STRUCTURES @ 1/4:12 MIN. FOR 10' OR AS NOTED. 5. GRADE TO SLOPE 6" MIN. AWAY FROM FOUNDATION WITHIN 10' MIN. WHERE THE MINIMUM SLOPE IS NOT ATTAINABLE, GC TO PROVIDE AREA DRAINS AND / OR FRENCH DRAINS DAYLIGHTING TO THE STREET. 6. LANDSCAPING BY OTHERS. NON-FLATWORK NOTES ARE CONCEPTUAL ONLY. 1. ALL STAGING AND MATERIAL STORAGE TO TAKE PLACE ON THE NEW DRIVEWAY OR DRIVE COURT AREA. 2. NO NEW UTILITIES (PLUMBING OR ELECTRICAL) ARE ANTICIPATED BEING RUN AS PART OF THIS PERMIT. 3. NO IMPACTS PERMITTED AT ANY 1/2 CRZ. 4. TREE PROTECTION TO BE EXTENDED TO THE FULL AVAILABLE CRZ OF ALL PROTECTED SIZE TREES THAT FALL IN OR NEAR THE LIMIT OF CONSTRUCTION. ANY AREA OF THE FULL CRZ THAT IS NOT FENCED TO BE ALLOCATED 8" OF MULCH; CROSS HATCH DENOTES MULCHED AREAS. * ** * ** TAG NUMBER TREE DESCRIPTION FULL CRZ AREA - T3 T4 T5 T6 T7 T8 T9 T10 41" M.S. POST OAK TREE 19" POST OAK TREE 23" POST OAK TREE 16" AMERICAN ELM TREE 23.9" AMERICAN ELM TREE 26" POST OAK TREE 12" AMERICAN ELM TREE 30" POST OAK TREE TOTAL EXISTING IMPACTS - TO BE DEMOLISHED EXISTING UNIMPACTED - FULL CRZ AREA 50% MIN. UNIMPACTED - FULL CRZ AREA TO REMAIN AT NATURAL GRADE PROTECTED TREE TO BE DEMOLISHED. PROTECTED TREE TO BE DEMOLISHED W/ 100% REMEDIATION, PER CORRESPONDENCE W/ COA ARBORIST. FROM N ROTRAMEL, CITY ABORIST, EMAIL TO MARK MANN, MASTER ARBORIST DATED 10.04.2019 RE: TREE T8: 2123.7 sf 545.7 sf 1578 sf 789 sf ANY STRUCTURE PROPOSED ADJACENT TO THIS TREE SHOULD UTILIZE THE SAME DESIGN CONSIDERATIONS FOR THE 3/4 CRZ AS WOULD TYPICALLY APPLY TO THE ½ CRZ. EXISTING HISTORICAL IMPACTS MAY BE MATCHED EXACTLY, ALTHOUGH NOT EXCEEDED IN EITHER DEPTH OR SQUARE FOOTAGE. TRENCHING OR PIER HOLES ARE ALLOWED IF DUG BY AIRSPADE TO AVOID LARGE ROOTS. A CANTILEVERED FOUNDATION MAY BE EMPLOYED TO AVOID IMPACTS. NO LARGE SCALE EXCAVATION SUCH AS FOR A POOL OR BASEMENT WILL BE ALLOWED. PROTECTION DURING CONSTRUCTION MUST INCLUDE AN 8” MULCH BED WITH PLYWOOD DECKING FOR ANY SECTION OF THE 3/4 CRZ NOT PROTECTED BY FENCE. A ROBUST POST CONSTRUCTION CARE PLAN TO INCLUDE IRRIGATION MANAGEMENT MAY BE REQUIRED. - PERFORM DEMOLITION IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS - DEMOLISH IN AN ORDERLY AND CAREFUL MANNER IN ORDER TO ACCOMMODATE NEW WORK. PROTECT EXISTING FOUNDATION, WALLS AND SUPPORTING MEMBERS WHICH ARE TO REMAIN. PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. - SCRAPE, SAND, STRIP OR BRUSH AND PREPARE ALL SURFACES AS REQUIRED IN ORDER TO RECEIVE NEW FINISHES. - WHERE POSSIBLE RECYCLE ANY LIGHTLY USED - PROTECT FROM DAMAGE ALL FINISH WORK THAT IS TO FIXTURES, WINDOWS, CABINETS AND DOORS TO BE REMOVED AT LOCAL RE-USE STORES, SUCH AS HABITAT-FOR-HUMANITY RE-STORE. REMAIN IN PLACE. - PROTECT ADJACENT TREES AND SHRUBS TO REMAIN IN PLACE FROM DAMAGE PER CITY OF AUSTIN ARBORIST REQUIREMENTS - CEASE DEMOLITION IMMEDIATELY AND NOTIFY THE STRUCTURAL ENGINEER AND ARCHITECT, IF SAFETY OR STRUCTURE APPEARS TO BE ENDANGERED. TAKE - REMOVE DEMOLISHED MATERIALS, TOOLS AND DEMO AREAS. EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE CLEAN AND FREE OF DEBRIS. - REPAIR ALL DEMOLITION OR DAMAGE CAUSED IN EXCESS OF THAT REQUIRED AT NO ADDITIONAL COST TO THE OWNER. - ALL WALLS AND ROOF STRUCTURES TO REMAIN ARE TO BE PROPERLY SHORED PRIOR TO THE REMOVAL OF ANY STRUCTURAL ELEMENTS. SHORING IS RESPONSIBILITY OF CONTRACTOR AND IS TO BE ENGINEERED BY A REGISTERED ENGINEER. INSTALLED SHORING MUST BE REVIEWED BY ENGINEER RESPONSIBLE. - CAP ALL WATER / WASTEWATER & GAS LINES WITHIN EXISTING OVERHEAD POWER LINES PROPERTY LINE 5' SIDE SETBACK LINE T10 AT T8 CODE WILL BE EXCEEDED BY DESIGNING NO CUT OR FILL GREATER THAN 4" CLOSER THAN 3/4 CRZ TO TREE TRUNK AT T-8 MIN. 50% OF FULL CRZ OUTSIDE OF EXISTING STRUCTURES (HATCHED AREA) WILL BE PRESERVED AT NATURAL GRADE (N 28 °03'00" E 83.1) N 28° 01' 58" E 82.95' FOOTPRINT OF NEW DETACHED GUEST HOUSE DEMO EXISTING CONC. DEMO EXISTING CONC. FIREPLACE DEMO EXISTING BRICK PLANTERS DEMO EXISTING WOOD SHED E N I L Y T R E P O R P 107 E N I L . . E U P . ' 5 E N I L K C A B T E S R A E R ' 0 1 E N I L K C A B T E S E C V R E S D H V O I " 6 - ' 7 108 T9 108 TWO STORY FRAME & STONE RESIDENCE OUTLINE OF RETAINING WALLS AT SUNKEN PATIO & POOL FULL CRZ 3/4 CRZ GUIDELINE 1/2 CRZ 1/4 CRZ E N I L Y T R E P O R P E N I L K C A B T E S ' 5 ) ' 0 0 . 0 5 E " 0 0 ' 4 0 ° 2 6 S ( ' 2 0 . 0 5 E " 8 5 ' 2 5 ° 1 6 S E N I L K C A B T E S ' 5 E N I L Y T R E P O R P T8 107 PROPERTY LINE 5' SIDE SETBACK LINE TO BE REMOVED T7 106 107 1/4 CRZ 1/2 CRZ 3/4 CRZ FULL CRZ ALL PRESENT COA ENVIRONMENTAL CRITERIA MANUAL TREE DESIGN GUIDELINES TO BE ADHERED. TWO STORY FRAME & STONE RESIDENCE FULL CRZ 3/4 CRZ 1/2 CRZ 1/4 CRZ PROTECTIVE TREE FENCING AND MULCHING PER ECM SECTION 3.5.2. 1/2 CRZ MIN. ENCLOSED W/ 8" DEPTH MULCH BED AT FULL CRZ BEYOND FENCING; SEE ARBORIST NOTE FOR GUIDANCE WITHIN 3/4 CRZ T15 (N 28° 03' 00" E 150.00') N 28° 03' 39" E 150.33' PROPERTY LINE T3 E N I L K C A B T E S T N O R F ' 5 2 105 SEE STRUCT. FOR FOUNDATION FOOTING CHAMFER TO AVOID 1/2 CRZ; CONTRACTOR TO TAKE SPECIAL CARE W/ EXCAVATION AT THIS LOCATION 103 PROPOSED CHEM TOILET LOCATION PROPOSED 3X6 WASHOUT LOCATIONS PROPOSED 9 YARD DUMPSTER LOCATION 104 NEW CONSTRUCTION GARAGE & MAIN FLOOR FOOTPRINTS 106 105 104 5' SIDE SETBACK LINE PROPERTY LINE 7'-6" OVHD SERVICE SETBACK LINE DEMO EXISTING CONC. LANDING DEMO EXISTING BRICK PLANTER DEMO EXISTING 2-STORY FRAME & STONE RESIDENCE DEMO EXISTING GAS METER, WATER METER, & CLEAN OUT WHERE DEMO EXIST. STRUCTURES & FLATWORK WITHIN 1/2 CRZ, ONLY HAND TOOLS TO BE USED; SEE SPECIAL CONST. ECM 3.5.4(D) TWO STORY FRAME & STONE RESIDENCE DEMOLITION SITE PLAN 22X34 SCALE: 3/32" = 1'-0" 11X17 SCALE: 3/64" = 1'-0" 102 T4 OUTLINE OF NEW CONSTRUCTION DRIVE COURT & DRIVEWAY TO BE REMOVED 5' SIDE SETBACK LINE E N I L K C A B T E S T N O R F ' 5 2 101 EXISTING DRIVE THROAT TO REMAIN 100 E N I L Y T R E P O R P PROPERTY LINE T6 S 28°03'0" W 233.88' (233.80') (BEARING BASIS) EXISTING SITE ACCESS GRAVEL DRIVE REPAIRED IN PLACE AT TREE T3; ALL SITE ACCESS CONSTRAINED TO ACCESS PATH ALL CONSTRUCTION ACCESS TO SITE TO BE FROM W. 10th, NOT FROM ALLEY. 1 SITE NORTH PLAN NORTH D E R A H S G N T S X E I I I N A M E R O T T A O R H T I Y A W E V R D E T E R C N O C PROTECTIVE TREE FENCING AND MULCHING PER ECM SECTION 3.5.2. 3/4 CRZ MIN. ENCLOSED W/ 8" DEPTH MULCH BED AT FULL CRZ BEYOND FENCING Y E L L A ) ' 0 0 . 0 0 1 W " 0 0 ' 0 4 ° 1 6 N ( ' 0 0 . 0 0 1 W " 7 4 ' 4 1 ° 2 6 N EXISTING UTILITY POLE GUY WIRE EXISTING UTILITY POLE; EXISTING OVERHEAD ELECTRICAL SERVICE TO BE BURIED EXISTING OVERHEAD POWER LINES EXISTING UTILITY POLES EXISTING OVERHEAD POWER LINES EXISTING NEIGHBORING MASONRY WALL PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 3/32" = 1' 11X17: 3/16" = 1' DATE: 05.03.2021 DEMOLITION & STAGING SITE PLAN A0.20 FULL CRZ 3/4 CRZ 1/2 CRZ 1/4 CRZ EXISTING OVERHEAD POWER LINES EXISTING UTILITY POLE PROTECTIVE TREE FENCING AND MULCHING PER ECM SECTION 3.5.2. 1/2 CRZ MIN. ENCLOSED. 8" DEPTH MULCH BED W/ PLYWOOD DECKING FOR 3/4 CRZ AREA BEYOND FENCING, TYP. EXISTING NEIGHBORING DRIVE THROAT EXISTING CONCRETE SIDEWALK EXISTING UTILITY POLE GUY WIRE SQUARE CHISELED AT CURB; ASSUMED ELEVATION 100' EXISTING CONCRETE CURB H T 0 1 T S E W T E E R T S EXISTING SHARED CONCRETE DRIVEWAY THROAT TO REMAIN GENERAL NOTES CONTRACTOR NOTES PROPERTY NOTES TREE NOTES TREE T8 NOTES ARBORIST NOTES VISITABILITY NOTES 1. SEE SURVEY ON A0.10 FOR 1. CONTRACTOR TO VIF ALL TAG NUMBER TREE DESCRIPTION FULL CRZ AREA - ADDITIONAL DTLS 2. PER IRC, SLOPE HARDSCAPE AWAY FROM STRUCTURES @ 1/4:12 MIN. FOR 10' 3. GRADE TO SLOPE 6" MIN. AWAY FROM SLAB WITHIN 10' MIN. 4. LANDSCAPING BY OTHERS. NON-FLATWORK NOTES ARE CONCEPTUAL ONLY. EXISTING CONDITIONS & NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2. SEE SRUVEY ON A0.10 FOR ADDITIONAL DTLS AND NOTES REGARDING EXISTING CONDITIONS. 3. SEE DOUBLE CORNER ARCS FOR BLDG LOCATION AT EXTERIOR FACE OF STUDS. SEE SLAB PLAN AND STRUCTURAL FOR FOUNDATION DIMENSIONS. FOR EACH STRUCTURE, LOCATE BUILDING FORMS VIA SURVEY. BLDG ADJACENT HP: BLDG ADJACENT LP: BLDG ADJACENT AVERAGE GRADE: EL. 107.20' EL. 103.00' EL. 105.10' MAX ALLOWABLE HEIGHT: MAX HGT ELEV. FROM AVG. GRADE: TOP OF MAIN FLOOR FINISH FLOOR TOP OF SECOND FLOOR FINISH FLOOR EL. 118.33' TOP OF BASEMENT FINISH FLOOR * ** * ** 32' EL. 137.10' (EL. 137'-1 3/8") EL. 104.25' (EL. 104'-3") (EL. 118'-4") EL. 92.5' (EL. 92'-6") T3 T4 T5 T6 T7 T8 T9 T10 41" M.S. POST OAK TREE 19" POST OAK TREE 23" POST OAK TREE 16" AMERICAN ELM TREE 23.9" AMERICAN ELM TREE 26" POST OAK TREE 12" AMERICAN ELM TREE 30" POST OAK TREE TOTAL EXISTING IMPACTS - TO BE DEMOLISHED EXISTING UNIMPACTED - FULL CRZ AREA 50% MIN. UNIMPACTED - FULL CRZ AREA TO REMAIN AT NATURAL GRADE PROTECTED TREE TO BE DEMOLISHED. PROTECTED TREE TO BE DEMOLISHED W/ 100% REMEDIATION, PER CORRESPONDENCE W/ COA ARBORIST. FROM N ROTRAMEL, CITY ABORIST, EMAIL TO MARK MANN, MASTER ARBORIST DATED 10.04.2019 RE: TREE T8: 2123.7 sf 545.7 sf 1578 sf 789 sf ANY STRUCTURE PROPOSED ADJACENT TO THIS TREE SHOULD UTILIZE THE SAME DESIGN CONSIDERATIONS FOR THE 3/4 CRZ AS WOULD TYPICALLY APPLY TO THE ½ CRZ. EXISTING HISTORICAL IMPACTS MAY BE MATCHED EXACTLY, ALTHOUGH NOT EXCEEDED IN EITHER DEPTH OR SQUARE FOOTAGE. TRENCHING OR PIER HOLES ARE ALLOWED IF DUG BY AIRSPADE TO AVOID LARGE ROOTS. A CANTILEVERED FOUNDATION MAY BE EMPLOYED TO AVOID IMPACTS. NO LARGE SCALE EXCAVATION SUCH AS FOR A POOL OR BASEMENT WILL BE ALLOWED. PROTECTION DURING CONSTRUCTION MUST INCLUDE AN 8” MULCH BED WITH PLYWOOD DECKING FOR ANY SECTION OF THE 3/4 CRZ NOT PROTECTED BY FENCE. A ROBUST POST CONSTRUCTION CARE PLAN TO INCLUDE IRRIGATION MANAGEMENT MAY BE REQUIRED. 1. FOUNDATION PREPARATION: IN NO CASES SHALL FOUNDATION SOIL PREPARATION GUIDELINES / GEOTECHNICAL REPORTS SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW IN FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2. IN NO CASES SHALL FOUNDATION OVER-BUILD/OVER-EXCAVATION OF THE FOUNDATION PAD, POSITIVE DRAINAGE, PROOF-ROLLING OR OTHER IMPACTS FROM THE PROPOSED SLAB ON GRADE FOUNDATION SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2 ENVIRONMENTAL CRITERIA MANUAL SECTION 3.5.2 STATES THE FOLLOWING CRITICAL ROOT ZONE PRESERVATION STANDARDS. 1. A MINIMUM OF 50 PERCENT OF THE CRZ MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. 2. NO CUT OR FILL GREATER THAN FOUR (4) INCHES WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN ½ THE CRZ RADIUS DISTANCE. SEE ALSO GUIDANCE FROM THE CITY ARBORIST REGARDING TREE T8 (SEE TREE T8 NOTES). 3. NO CUT OR FILL WITHIN THE DISTANCE FROM THE CAN BE DETERMINED BY CALCULATING THE ¼ CRZ). 2. UTILITIES: RE-USE EXISTING UTILITY LINES WHERE NOTED. AVOID 1/2 CRZ'S OF ANY PROTECTED TREE WITH ANY NEWLY RUN UTILITY LINES 3. ACCESS & STAGING: PROPOSED ACCESS ROUTE, MATERIALS STAGING, CONCRETE WASHOUT, DUMPSTER AND PORTABLE TOILET PLACEMENT TO BE LOCATED IN THE PROPOSED TEMPORARY STAGING AREA AND IN NO CASES WILL CONSTRUCTION EQUIPMENT BE USED OVER THE ½ CRZ OF PROTECTED TREES LOCATED ON OR ADJACENT TO THE LOT. SEE A0.10 SITE STAGING DIAGRAM. 1. VISITABLE BATHROOMS: A VISITABLE DWELLING MUST BE DESIGNED AND CONSTRUCTED WITH AT LEAST ONE BATHROOM GROUP OR A HALF BATH ON THE FIRST FLOOR THAT MEETS THE FOLLOWING REQUIREMENTS: A) A MINIMUM CLEAR OPENING OF 30 INCHES IS REQUIRED; B) LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND C) THE CENTERLINE OF THE BLOCKING MUST BE 34 INCHES FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. 2. VISITABLE BATHROOM ROUTE: A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILTY UNDER SECTION R320.3 MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32 INCHES BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED UNDER SECTION 320.6 AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. 3. VISITABLE DWELLING ENTRANCE: A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NON-STEP ENTRANCE WITH A BEVELED THRESHOLD OF ONE-HALF INCH OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32 INCHES. THE ENTRANCE MAY BE LOCATED AT THE FRONT, REAR, OR SIDE, OR IN THE GARAGE OR CARPORT, OF THE DWELLING. 4. VISITABLE LIGHT SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS (R320.4) THE FIRST FLOOR OF A DWELLING MUST CONTAIN THE FOLLOWING: A) ALL LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL NOT BE INSTALLED GREATER THAN 48" ABOVE THE FINISHED FLOOR; B) ALL OUTLETS AND RECEPTACLES SHALL BE INSTALLED NO LESS THAN 15" ABOVE FLOOR. (THIS APPLIES TO ALL FLOORS) A.C. PAD POOL EQUIPMENT, CONFIRM FINAL LOCATION IN FIELD INTERVALS 3 & 4 HP EL. 107.7' (107'-8 3/8") (N 28 °03'00" E 83.1) N 28° 01' 58" E 82.95' " 1/2 INTERVAL 2 HP EL. 107.8' (107'-9 1/2") PROPERTY LINE 5' SIDE SETBACK LINE FULL CRZ: R30'-0" 3/4 CRZ: R22'-6" 1/2 CRZ: R15'-0" 1/4 CRZ: R7'-6" EXISTING OVERHEAD POWER LINES ELECTRICAL METER & DISCONNECT O.D. WATER HEATER NEW BURIED ELECTRICAL SERVICE, CONFIRM FINAL LOCATION IN FIELD PER SITE PLAN DETERMINATION: x8 TREES AT ≥3" TRUNK DIA., 24" TOTAL; MIN. 23.9" TOTAL TO MITIGATE DEMOLISHED TREE T7 E N I L Y T R E P O R P E N I L . . E U P . ' 5 E N I L K C A B T E S R A E R ' 0 1 E N I L K C A B T E S E C V R E S D H V O I " 6 - ' 7 8 1/2" T9 107 CABANA FINISH FLOOR EL. 105.94' (105'-11 1/4") DETACHED POOL CABANA COVERED FLATWORK F U L L R 2 6 ' - 0 " C R Z : UNCOVERED FLATWORK 1'-8 1/2" POOL COVERED FLATWORK E N I L Y T R E P O R P E N I L K C A B T E S ' 5 ) ' 0 0 . 0 5 E " 0 0 ' 4 0 ° 2 6 S ( ' 2 0 . 0 5 E " 8 5 ' 2 5 ° 1 6 S 107 E N I L K C A B T E S ' 5 E N I L Y T R E P O R P T10 4" SLOT DRAIN INTERVAL 1 HP EL. 105.6' (105'-7 1/4") TWO STORY FRAME & STONE RESIDENCE TWO STORY FRAME & STONE RESIDENCE Y E L L A ) ' 0 0 . 0 0 1 W " 0 0 ' 0 4 ° 1 6 N ( ' 0 0 . 0 0 1 W " 7 4 ' 4 1 ° 2 6 N 106 105 104 EXISTING UTILITY POLE GUY WIRE EXISTING UTILITY POLE; EXISTING OVERHEAD ELECTRICAL SERVICE TO BE BURIED EXISTING OVERHEAD POWER LINES NEW BURIED ELECTRICAL SERVICE AC PAD W/ CONDENSER UNITS O.D. WATER HEATER ELECTRIC METER & DISCONNECT SOLAR METER & DISCONNECT GENERATOR, CONFIRM FINAL LOCATION IN FIELD NEW GAS METER LOCATION; CONFIRM FINAL LOCATION WITH TEXAS GAS EXISTING UTILITY POLES EXISTING OVERHEAD POWER LINES T8 1/4 CRZ:R6'-6" 1/2 CRZ: R13'-0" 3/4 CRZ: R19'-6" 108 BUILDING ADJACENT GRADE HP EL. 107.2' (107'-2 1/2") PER COA: VISITABLE BATH; 2'-8" MIN. DOOR CLEAR T7 MAIN FLOOR FINISH FLOOR EL. 104.25' (104'-3") BASEMENT EXEMPTION CALCULATION: (102'-7 1 101'-7 1 4" + 100' 7 1 4" + 3' = 104'-7 1 4" 4")2 = 101'-7 1 4" TOP OF FINISH FLOOR IS 4 1 4" BELOW MAX ALLOWABLE 106 PROPERTY LINE 5' SIDE SETBACK LINE BREEZEWAY (PARTIALLY COVERED; WINDOW WELL BELOW) COVERED ENTRY 18'-5" FLATWORK AT 3/8":12" SLOPE 7'-6" OVHD SERVICE SETBACK LINE " 9 1/2 5' SIDE SETBACK LINE PROPERTY LINE " 8 105 104 GARAGE (2) COA COMPLIANT PARKING SPOTS (8'-6" X 17'-0" EACH) PER COA: VISITABLE ENTRY; DOOR W/ NO-STEP SILL 2'-8" MIN. DOOR CLEAR VISITABILITY PATH +0'-1/2" (EL. 104.23') VISITABILITY PATH -0'-5 1/2" (EL. 103.73') PER COA: VISITABLE PATH; 2'-8" MIN. CLEAR E N I L G N D L I U B I T6 A.C. PAD W/ CONDENSER UNITS FULL CRZ: R23'-0" O.D. W.H. 105 6 3/4" CLEA R T O 1/2 C RZ 3/4 CRZ: R17'-3" 1/2 CRZ: R11'-6" 1/4 CRZ: R5'-9" T5 (N 28° 03' 00" E 150.00') N 28° 03' 39" E 150.33' 103 104 3 " NEW SPECIMEN TREE FRONT SETBACK / PROPERTY LINE HP EL. 102.6' (102'-7 1/4") PROPERTY LINE 5' SIDE SETBACK LINE 1/2 CRZ: R20'-6" 1/4 CRZ: R10'-3" T3 E N I L K C A B T E S T N O R F ' 5 2 3/4 CRZ: R30'-9" 102 FULL CRZ: R41'-0" ' 8 9 . 9 4 " 3 4 ' 4 5 ° 1 6 S ) ' 0 0 . 0 5 E " 0 0 4 0 ° 2 6 S ' ( E N I L Y T R E P O R P " 0 8'- S R E N N U Y R A W E RIV D 101 " 0 2'- L E V A R G " 0 3'- " 0 3'- R E N N U R R E N N U R E N I L K C A B T E S T N O R F ' 5 2 100 PROPERTY LINE T4 102 5' SIDE SETBACK LINE S 28°03'0" W 233.88' (233.80') (BEARING BASIS) FRENCH DRAIN AT SOUTH PERIMETER W/ SATURATION LINES RUNNING NORTH UNDER DRIVE RUNNERS, TYP. FRONT SETBACK / PROPERTY LINE LP EL. 100.6' (100'-7 1/4") AC PAD W/ CONDENSER & EVAPORATOR TWO STORY FRAME & STONE RESIDENCE BUILDING ADJACENT GRADE LP EL. 103.00' (103'-0") 32'-6 1/2" CONCRETE BACK-OUT 27'-7" SLOPED CONCRETE DRIVE 69'-7" GRAVEL DRIVEWAY 17'-6" MCMANSION INTERVAL 4 40'-0" MCMANSION INTERVAL 3 40'-0" MCMANSION INTERVAL 2 40'-0" MCMANSION INTERVAL 1 SITE PLAN 22X34 SCALE: 3/32" = 1'-0" 11X17 SCALE: 3/64" = 1'-0" 1 SITE NORTH PLAN NORTH PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 3/32" = 1' 11X17: 3/64" = 1' DATE: 05.03.2021 SITE PLAN A1.00 EXISTING OVERHEAD POWER LINES EXISTING UTILITY POLE EXISTING NEIGHBORING DRIVE THROAT EXISTING CONCRETE SIDEWALK NEW WATER METER & SERVICE LINE EXISTING UTILITY POLE GUY WIRE SQUARE CHISELED AT CURB; ASSUMED ELEVATION 100' EXISTING CONCRETE CURB NEW WASTE WATER CLEAN-OUT & SERVICE LINE H T 0 1 T S E W T E E R T S " 8 1/2 2'- 1 L AIR T & F U B C R U D C E R A H G S TIN XIS E E C A L D IN P E C A L P E E R O B T EXISTING SHARED CONCRETE DRIVEWAY THROAT TO REMAIN GENERAL NOTES CONTRACTOR NOTES PROPERTY NOTES TREE NOTES TREE T8 NOTES ARBORIST NOTES VISITABILITY NOTES 1. SEE SURVEY ON A0.10 FOR 1. CONTRACTOR TO VIF ALL TAG NUMBER TREE DESCRIPTION FULL CRZ AREA - ADDITIONAL DTLS 2. PER IRC, SLOPE HARDSCAPE AWAY FROM STRUCTURES @ 1/4:12 MIN. FOR 10' 3. GRADE TO SLOPE 6" MIN. AWAY FROM SLAB WITHIN 10' MIN. 4. LANDSCAPING BY OTHERS. NON-FLATWORK NOTES ARE CONCEPTUAL ONLY. EXISTING CONDITIONS & NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2. SEE SRUVEY ON A0.10 FOR ADDITIONAL DTLS AND NOTES REGARDING EXISTING CONDITIONS. 3. SEE DOUBLE CORNER ARCS FOR BLDG LOCATION AT EXTERIOR FACE OF STUDS. SEE SLAB PLAN AND STRUCTURAL FOR FOUNDATION DIMENSIONS. FOR EACH STRUCTURE, LOCATE BUILDING FORMS VIA SURVEY. BLDG ADJACENT HP: BLDG ADJACENT LP: BLDG ADJACENT AVERAGE GRADE: EL. 107.20' EL. 103.00' EL. 105.10' MAX ALLOWABLE HEIGHT: MAX HGT ELEV. FROM AVG. GRADE: TOP OF MAIN FLOOR FINISH FLOOR TOP OF SECOND FLOOR FINISH FLOOR EL. 118.33' TOP OF BASEMENT FINISH FLOOR 32' EL. 137.10' (EL. 137'-1 3/8") EL. 104.25' (EL. 104'-3") (EL. 118'-4") EL. 92.5' (EL. 92'-6") * ** T3 T4 T5 T6 T7 T8 T9 T10 41" M.S. POST OAK TREE 19" POST OAK TREE 23" POST OAK TREE 16" AMERICAN ELM TREE 23.9" AMERICAN ELM TREE 26" POST OAK TREE 12" AMERICAN ELM TREE 30" POST OAK TREE TOTAL EXISTING IMPACTS - TO BE DEMOLISHED EXISTING UNIMPACTED - FULL CRZ AREA 50% MIN. UNIMPACTED - FULL CRZ AREA TO REMAIN AT NATURAL GRADE PROTECTED TREE TO BE DEMOLISHED. PROTECTED TREE TO BE DEMOLISHED * ** W/ 100% REMEDIATION, PER CORRESPONDENCE W/ COA ARBORIST. FROM N ROTRAMEL, CITY ABORIST, EMAIL TO MARK MANN, MASTER ARBORIST DATED 10.04.2019 RE: TREE T8: 2123.7 sf 545.7 sf 1578 sf 789 sf ANY STRUCTURE PROPOSED ADJACENT TO THIS TREE SHOULD UTILIZE THE SAME DESIGN CONSIDERATIONS FOR THE 3/4 CRZ AS WOULD TYPICALLY APPLY TO THE ½ CRZ. EXISTING HISTORICAL IMPACTS MAY BE MATCHED EXACTLY, ALTHOUGH NOT EXCEEDED IN EITHER DEPTH OR SQUARE FOOTAGE. TRENCHING OR PIER HOLES ARE ALLOWED IF DUG BY AIRSPADE TO AVOID LARGE ROOTS. A CANTILEVERED FOUNDATION MAY BE EMPLOYED TO AVOID IMPACTS. NO LARGE SCALE EXCAVATION SUCH AS FOR A POOL OR BASEMENT WILL BE ALLOWED. PROTECTION DURING CONSTRUCTION MUST INCLUDE AN 8” MULCH BED WITH PLYWOOD DECKING FOR ANY SECTION OF THE 3/4 CRZ NOT PROTECTED BY FENCE. A ROBUST POST CONSTRUCTION CARE PLAN TO INCLUDE IRRIGATION MANAGEMENT MAY BE REQUIRED. 1. FOUNDATION PREPARATION: IN NO CASES SHALL FOUNDATION SOIL PREPARATION GUIDELINES / GEOTECHNICAL REPORTS SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW IN FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2. IN NO CASES SHALL FOUNDATION OVER-BUILD/OVER-EXCAVATION OF THE FOUNDATION PAD, POSITIVE DRAINAGE, PROOF-ROLLING OR OTHER IMPACTS FROM THE PROPOSED SLAB ON GRADE FOUNDATION SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2 ENVIRONMENTAL CRITERIA MANUAL SECTION 3.5.2 STATES THE FOLLOWING CRITICAL ROOT ZONE PRESERVATION STANDARDS. 1. A MINIMUM OF 50 PERCENT OF THE CRZ MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. 2. NO CUT OR FILL GREATER THAN FOUR (4) INCHES WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN ½ THE CRZ RADIUS DISTANCE. SEE ALSO GUIDANCE FROM THE CITY ARBORIST REGARDING TREE T8 (SEE TREE T8 NOTES). 3. NO CUT OR FILL WITHIN THE DISTANCE FROM THE CAN BE DETERMINED BY CALCULATING THE ¼ CRZ). 2. UTILITIES: RE-USE EXISTING UTILITY LINES WHERE NOTED. AVOID 1/2 CRZ'S OF ANY PROTECTED TREE WITH ANY NEWLY RUN UTILITY LINES 3. ACCESS & STAGING: PROPOSED ACCESS ROUTE, MATERIALS STAGING, CONCRETE WASHOUT, DUMPSTER AND PORTABLE TOILET PLACEMENT TO BE LOCATED IN THE PROPOSED TEMPORARY STAGING AREA AND IN NO CASES WILL CONSTRUCTION EQUIPMENT BE USED OVER THE ½ CRZ OF PROTECTED TREES LOCATED ON OR ADJACENT TO THE LOT. SEE A0.10 SITE STAGING DIAGRAM. 1. VISITABLE BATHROOMS: A VISITABLE DWELLING MUST BE DESIGNED AND CONSTRUCTED WITH AT LEAST ONE BATHROOM GROUP OR A HALF BATH ON THE FIRST FLOOR THAT MEETS THE FOLLOWING REQUIREMENTS: A) A MINIMUM CLEAR OPENING OF 30 INCHES IS REQUIRED; B) LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND C) THE CENTERLINE OF THE BLOCKING MUST BE 34 INCHES FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. 2. VISITABLE BATHROOM ROUTE: A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILTY UNDER SECTION R320.3 MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32 INCHES BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED UNDER SECTION 320.6 AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. 3. VISITABLE DWELLING ENTRANCE: A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NON-STEP ENTRANCE WITH A BEVELED THRESHOLD OF ONE-HALF INCH OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32 INCHES. THE ENTRANCE MAY BE LOCATED AT THE FRONT, REAR, OR SIDE, OR IN THE GARAGE OR CARPORT, OF THE DWELLING. 4. VISITABLE LIGHT SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS (R320.4) THE FIRST FLOOR OF A DWELLING MUST CONTAIN THE FOLLOWING: A) ALL LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL NOT BE INSTALLED GREATER THAN 48" ABOVE THE FINISHED FLOOR; B) ALL OUTLETS AND RECEPTACLES SHALL BE INSTALLED NO LESS THAN 15" ABOVE FLOOR. (THIS APPLIES TO ALL FLOORS) EXISTING OVERHEAD POWER LINES 12'-0 1/2" 34'-9 1/2" 48'-10 1/4" (N 28 °03'00" E 83.1) N 28° 01' 58" E 82.95' PROPERTY LINE 72'-3 3/4" 5' SIDE SETBACK LINE 1/4 CRZ:R7'-6" T10 1/2 CRZ:R15'-0" 3/4 CRZ: R22'-6" FULL CRZ: R30'-0" I E N L Y T R E P O R P 107 E N L I . . E U P . ' 5 T9 I E N L K C A B T E S R A E R ' 0 1 I E N L K C A B T E S E C V R E S D H V O I " 6 - ' 7 7 2 ' - 1 0 " 9 3 ' - 4 3 / 4 " CABANA PRTL HEIGHT RETAINING WALL; SEE A1.11A FIRST FLOOR FOUNDATION PLAN CABANA PORCH & STEPS; SEE A1.11A FIRST FLOOR FOUNDATION PLAN OUTDOOR LIVING COLUMN FOUNDATIONS; SEE A1.11A FIRST FLOOR FOUNDATION PLAN T8 1/4 CRZ:R6'-6" 1/2 CRZ: R13'-0" 3/4 CRZ: R19'-6" 108 FULL CRZ: R26'-0" 107 5 2 ' - 6 1 / 4 " POOL PRTL HEIGHT RETAINING WALL; SEE A1.11A FIRST FLOOR FOUNDATION PLAN FIRST FLOOR PRTL HEIGHT RETAINING WALL & OUTDOOR LIVING FOUNDATION; SEE A1.11A FIRST FLOOR FOUNDATION PLAN 57'-1 3/4" ) ' 0 0 . 0 5 E " 0 0 ' 4 0 ° 2 6 S ( ' 2 0 . 0 5 E " 8 5 ' 2 5 ° 1 6 S 6'-1 3/4" I E N L K C A B T E S ' 5 I E N L Y T R E P O R P 3'-2 1/2" 3 36'-7" 60'-7 1/2" 106 17'-7" 3 1 '- 5 1 / 2 " FIRST FLOOR PRTL HEIGHT RETAINING WALL; SEE A1.11A FIRST FLOOR FOUNDATION PLAN 105 30'-2 1/4" 13'-5 1/2" 42'-0" 7'-6" OVHD SERVICE SETBACK LINE 5' SIDE SETBACK LINE PROPERTY LINE 104 ELEVATOR PIT; SEE A1.10A BASEMENT FOUNDATION PLAN SEE EXT. DTLS FOR FULL SCOPE & REQUIREMENTS AT SUNKEN SCULPTURE GARDEN, WALKWAY BRIDGE, WATER FEATURE, & ASSOCIATED RETAINING WALLS & SUPPORT Y E L L A ) ' 0 0 . 0 0 1 W " 0 0 ' 0 4 ° 1 6 N ( ' 0 0 . 0 0 1 W " 7 4 ' 4 1 ° 2 6 N 106 EXISTING UTILITY POLE GUY WIRE EXISTING UTILITY POLE; EXISTING OVERHEAD ELECTRICAL SERVICE TO BE BURIED EXISTING OVERHEAD POWER LINES EXISTING UTILITY POLES EXISTING OVERHEAD POWER LINES TWO STORY FRAME & STONE RESIDENCE 105 FULL CRZ: R23'-0" 3/4 CRZ: R17'-3" 1/2 CRZ: R11'-6" 1/4 CRZ: R5'-9" T5 104 GARAGE PRTL HEIGHT RETAINING WALL; SEE A1.11A FIRST FLOOR FOUNDATION PLAN DROPPED SLOPED GARAGE FLOOR; SEE A1.11A FIRST FLOOR FOUNDATION PLAN FOUNDATION WALL FOOTING CHAMFERED TO AVOID 1/2 CRZ AT T5; SEE STRUCT. 1 4 1 ' - 7 1 / 2 " TWO STORY FRAME & STONE RESIDENCE 147'-7 1/2" 133'-8 3/4" 97'-9 1/4" (N 28° 03' 00" E 150.00') N 28° 03' 39" E 150.33' 103 3/4 CRZ: R30'-9" PROPERTY LINE 5' SIDE SETBACK LINE 1/4 CRZ: R10'-3" 1/2 CRZ: R20'-6" FULL CRZ: R41'-0" 101'-2 1/4" 102 148'-6 1/4" 135'-7 3/4" 107'-3 1/2" 100'-4 1/2" 5' SIDE SETBACK LINE S 28°03'0" W 233.88' (233.80') (BEARING BASIS) 134'-11" 135'-10" PROPERTY LINE T3 I E N L K C A B T E S T N O R F ' 5 2 E N I L K C A B T E S T N O R F ' 5 2 101 ' 8 9 . 9 4 " 3 4 ' 4 5 ° 1 6 S . ) ' 0 0 0 5 E " 0 0 4 0 ° 2 6 S ' ( E N I L Y T R E P O R P 100 I Y A W E V R D E T E R C N O C I N A M E R O T T A O R H T D E R A H S G N T S X E I I EXISTING OVERHEAD POWER LINES EXISTING UTILITY POLE EXISTING NEIGHBORING DRIVE THROAT EXISTING CONCRETE SIDEWALK EXISTING CONCRETE CURB EXISTING WATER METERS EXISTING UTILITY POLE GUY WIRE SQUARE CHISELED AT CURB; ASSUMED ELEVATION 100' H T 0 1 T S E W T E E R T S 105 104 103 T6 102 TWO STORY FRAME & STONE RESIDENCE SITE SLAB LOCATION PLAN 22X34 SCALE: 3/32" = 1'-0" 11X17 SCALE: 3/64" = 1'-0" 1 SITE NORTH PLAN NORTH PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 3/32" = 1' 11X17: 3/64" = 1' DATE: 05.03.2021 SITE SLAB LOCATION PLAN A1.01 GENERAL NOTES CONTRACTOR NOTES PROPERTY NOTES TREE NOTES TREE T8 NOTES ARBORIST NOTES VISITABILITY NOTES 1. SEE SURVEY ON A0.10 FOR 1. CONTRACTOR TO VIF ALL TAG NUMBER TREE DESCRIPTION FULL CRZ AREA - ADDITIONAL DTLS 2. PER IRC, SLOPE HARDSCAPE AWAY FROM STRUCTURES @ 1/4:12 MIN. FOR 10' 3. GRADE TO SLOPE 6" MIN. AWAY FROM SLAB WITHIN 10' MIN. 4. LANDSCAPING BY OTHERS. NON-FLATWORK NOTES ARE CONCEPTUAL ONLY. EXISTING CONDITIONS & NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2. SEE SRUVEY ON A0.10 FOR ADDITIONAL DTLS AND NOTES REGARDING EXISTING CONDITIONS. 3. SEE DOUBLE CORNER ARCS FOR BLDG LOCATION AT EXTERIOR FACE OF STUDS. SEE SLAB PLAN AND STRUCTURAL FOR FOUNDATION DIMENSIONS. FOR EACH STRUCTURE, LOCATE BUILDING FORMS VIA SURVEY. BLDG ADJACENT HP: BLDG ADJACENT LP: BLDG ADJACENT AVERAGE GRADE: EL. 107.20' EL. 103.00' EL. 105.10' MAX ALLOWABLE HEIGHT: MAX HGT ELEV. FROM AVG. GRADE: TOP OF MAIN FLOOR FINISH FLOOR TOP OF SECOND FLOOR FINISH FLOOR EL. 118.33' TOP OF BASEMENT FINISH FLOOR 32' EL. 137.10' (EL. 137'-1 3/8") EL. 104.25' (EL. 104'-3") (EL. 118'-4") EL. 92.5' (EL. 92'-6") * ** T3 T4 T5 T6 T7 T8 T9 T10 41" M.S. POST OAK TREE 19" POST OAK TREE 23" POST OAK TREE 16" AMERICAN ELM TREE 23.9" AMERICAN ELM TREE 26" POST OAK TREE 12" AMERICAN ELM TREE 30" POST OAK TREE TOTAL EXISTING IMPACTS - TO BE DEMOLISHED EXISTING UNIMPACTED - FULL CRZ AREA 50% MIN. UNIMPACTED - FULL CRZ AREA TO REMAIN AT NATURAL GRADE PROTECTED TREE TO BE DEMOLISHED. PROTECTED TREE TO BE DEMOLISHED * ** W/ 100% REMEDIATION, PER CORRESPONDENCE W/ COA ARBORIST. FROM N ROTRAMEL, CITY ABORIST, EMAIL TO MARK MANN, MASTER ARBORIST DATED 10.04.2019 RE: TREE T8: 2123.7 sf 545.7 sf 1578 sf 789 sf ANY STRUCTURE PROPOSED ADJACENT TO THIS TREE SHOULD UTILIZE THE SAME DESIGN CONSIDERATIONS FOR THE 3/4 CRZ AS WOULD TYPICALLY APPLY TO THE ½ CRZ. EXISTING HISTORICAL IMPACTS MAY BE MATCHED EXACTLY, ALTHOUGH NOT EXCEEDED IN EITHER DEPTH OR SQUARE FOOTAGE. TRENCHING OR PIER HOLES ARE ALLOWED IF DUG BY AIRSPADE TO AVOID LARGE ROOTS. A CANTILEVERED FOUNDATION MAY BE EMPLOYED TO AVOID IMPACTS. NO LARGE SCALE EXCAVATION SUCH AS FOR A POOL OR BASEMENT WILL BE ALLOWED. PROTECTION DURING CONSTRUCTION MUST INCLUDE AN 8” MULCH BED WITH PLYWOOD DECKING FOR ANY SECTION OF THE 3/4 CRZ NOT PROTECTED BY FENCE. A ROBUST POST CONSTRUCTION CARE PLAN TO INCLUDE IRRIGATION MANAGEMENT MAY BE REQUIRED. 1. FOUNDATION PREPARATION: IN NO CASES SHALL FOUNDATION SOIL PREPARATION GUIDELINES / GEOTECHNICAL REPORTS SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW IN FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2. IN NO CASES SHALL FOUNDATION OVER-BUILD/OVER-EXCAVATION OF THE FOUNDATION PAD, POSITIVE DRAINAGE, PROOF-ROLLING OR OTHER IMPACTS FROM THE PROPOSED SLAB ON GRADE FOUNDATION SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2 ENVIRONMENTAL CRITERIA MANUAL SECTION 3.5.2 STATES THE FOLLOWING CRITICAL ROOT ZONE PRESERVATION STANDARDS. 1. A MINIMUM OF 50 PERCENT OF THE CRZ MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. 2. NO CUT OR FILL GREATER THAN FOUR (4) INCHES WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN ½ THE CRZ RADIUS DISTANCE. SEE ALSO GUIDANCE FROM THE CITY ARBORIST REGARDING TREE T8 (SEE TREE T8 NOTES). 3. NO CUT OR FILL WITHIN THE DISTANCE FROM THE CAN BE DETERMINED BY CALCULATING THE ¼ CRZ). 2. UTILITIES: RE-USE EXISTING UTILITY LINES WHERE NOTED. AVOID 1/2 CRZ'S OF ANY PROTECTED TREE WITH ANY NEWLY RUN UTILITY LINES 3. ACCESS & STAGING: PROPOSED ACCESS ROUTE, MATERIALS STAGING, CONCRETE WASHOUT, DUMPSTER AND PORTABLE TOILET PLACEMENT TO BE LOCATED IN THE PROPOSED TEMPORARY STAGING AREA AND IN NO CASES WILL CONSTRUCTION EQUIPMENT BE USED OVER THE ½ CRZ OF PROTECTED TREES LOCATED ON OR ADJACENT TO THE LOT. SEE A0.10 SITE STAGING DIAGRAM. 1. VISITABLE BATHROOMS: A VISITABLE DWELLING MUST BE DESIGNED AND CONSTRUCTED WITH AT LEAST ONE BATHROOM GROUP OR A HALF BATH ON THE FIRST FLOOR THAT MEETS THE FOLLOWING REQUIREMENTS: A) A MINIMUM CLEAR OPENING OF 30 INCHES IS REQUIRED; B) LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND C) THE CENTERLINE OF THE BLOCKING MUST BE 34 INCHES FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. 2. VISITABLE BATHROOM ROUTE: A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILTY UNDER SECTION R320.3 MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32 INCHES BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED UNDER SECTION 320.6 AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. 3. VISITABLE DWELLING ENTRANCE: A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NON-STEP ENTRANCE WITH A BEVELED THRESHOLD OF ONE-HALF INCH OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32 INCHES. THE ENTRANCE MAY BE LOCATED AT THE FRONT, REAR, OR SIDE, OR IN THE GARAGE OR CARPORT, OF THE DWELLING. 4. VISITABLE LIGHT SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS (R320.4) THE FIRST FLOOR OF A DWELLING MUST CONTAIN THE FOLLOWING: A) ALL LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL NOT BE INSTALLED GREATER THAN 48" ABOVE THE FINISHED FLOOR; B) ALL OUTLETS AND RECEPTACLES SHALL BE INSTALLED NO LESS THAN 15" ABOVE FLOOR. (THIS APPLIES TO ALL FLOORS) (N 28 °03'00" E 83.1) N 28° 01' 58" E 82.95' PROPERTY LINE 5' SIDE SETBACK LINE FULL CRZ: R30'-0" 3/4 CRZ: R22'-6" 1/2 CRZ: R15'-0" 1/4 CRZ: R7'-6" T10 CABANA FINISH FLOOR EL. 105.94' (105'-11 1/4") 5 S3.4 5 S3.4 EXISTING OVERHEAD POWER LINES Y E L L A ) ' . 0 0 0 0 1 W " 0 0 ' 0 4 ° 1 6 N ( ' . 0 0 0 0 1 W " 7 4 ' 4 1 ° 2 6 N E N I L Y T R E P O R P 107 E N I L K C A B T E S R A E R ' 0 1 E N I L K C A B T E S E C V R E S D H V O I " 6 - ' 7 E N I L . . E U P . ' 5 T9 EXISTING STRUCTURE TO BE DEMOLISHED FULL CRZ: R26'-0" 3/4 CRZ:R19'-6" 1/2 R 1 C R Z: 3'- 0 " 1 / 4 R C 6 '- 6 " R Z : 108 T8 E N I L Y T R E P O R P . ) ' 0 0 0 5 E " 0 0 ' 4 0 ° 2 6 S ( ' . 2 0 0 5 E " 8 5 ' 2 5 ° 1 6 S 107 TWO STORY FRAME & STONE RESIDENCE 5 S3.4 E N I L K C A B T E S ' 5 E N I L Y T R E P O R P TWO STORY FRAME & STONE RESIDENCE 5 S3.4 106 105 PROPERTY LINE 5' SIDE SETBACK LINE FULL CRZ: R23'-0" 3/4 CRZ: R17'-3" 1/2 CRZ: R11'-6" 1/4 CRZ: R5'-9" T5 104 MAIN FLOOR FINISH FLOOR EL. 104.25' (104'-3") (N 28° 03' 00" E 150.00') N 28° 03' 39" E 150.33' 103 5' SIDE SETBACK LINE 1/2 CRZ: R20'-6" 1/4 CRZ: R10'-3" 3/4 CRZ: R30'-9" 102 FULL CRZ: R41'-0" 7'-6" OVHD SERVICE SETBACK LINE 5' SIDE SETBACK LINE PROPERTY LINE 105 104 TWO STORY FRAME & STONE RESIDENCE I E N L G N D L U B I I T6 102 5' SIDE SETBACK LINE S 28°03'0" W 233.88' (233.80') (BEARING BASIS) EXISTING UTILITY POLE GUY WIRE 106 EXISTING UTILITY POLE; EXISTING OVERHEAD ELECTRICAL SERVICE TO BE BURIED EXISTING OVERHEAD POWER LINES 105 104 EXISTING UTILITY POLES EXISTING OVERHEAD POWER LINES T3 E N I L K C A B T E S T N O R F ' 5 2 I E N L K C A B T E S T N O R F ' 5 2 101 PROPERTY LINE 100 PROPERTY LINE ' . 8 9 9 4 " 3 4 ' 4 5 ° 1 6 S . ) ' 0 0 0 5 E " 0 0 4 0 ° 2 6 S ' ( I E N L Y T R E P O R P SITE RETAINING WALL LOCATION PLAN 22X34 SCALE: 3/32" = 1'-0" 11X17 SCALE: 3/64" = 1'-0" 1 SITE NORTH PLAN NORTH PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 3/32" = 1' 11X17: 3/64" = 1' DATE: 05.03.2021 SITE RETAINING WALL LOCATION PLAN A1.02 EXISTING OVERHEAD POWER LINES EXISTING UTILITY POLE EXISTING NEIGHBORING DRIVE THROAT EXISTING CONCRETE SIDEWALK NEW WATER METER & SERVICE LINE EXISTING UTILITY POLE GUY WIRE SQUARE CHISELED AT CURB; ASSUMED ELEVATION 100' EXISTING CONCRETE CURB NEW WASTE WATER CLEAN-OUT & SERVICE LINE H T 0 1 T S E W T E E R T S EXISTING SHARED CONCRETE DRIVEWAY THROAT TO REMAIN MAIN HOUSE BASEMENT NORTH 11'-8 1/4" FLOOR TO FLOOR HEIGHT 81'-5 1/4" PERIMETER LENGTH 951.80 sf OPAQUE WALL AREA 0.0 sf ABOVE GRADE AREA 100% NATURAL GRADE SURROUND MAIN HOUSE BASEMENT WEST 11'-8 1/4" FLOOR TO FLOOR HEIGHT 21'-2 3/4" PERIMETER LENGTH 248.12 sf OPAQUE WALL AREA 0.0 sf ABOVE GRADE AREA 100% NATURAL GRADE SURROUND 0 3 . 0 A / D 1 MAIN HOUSE BASEMENT SOUTH 11'-8 1/4" FLOOR TO FLOOR HEIGHT 89'-0 1/2" PERIMETER LENGTH 1044.77 sf OPAQUE WALL AREA 14.46 sf ABOVE GRADE AREA 98.6% NATURAL GRADE SURROUND I E N L Y T R E P O R P BASEMENT AREA GRADE SURROUND TOTALS MAIN HOUSE BASEMENT: 11'-8 1/4" FLOOR TO FLOOR HEIGHT 243-0 1/4" PERIMETER LENGTH GARAGE BASEMENT: 11'-8 1/4" FLOOR TO FLOOR HEIGHT 116-3 1/2" PERIMETER LENGTH 2791.43 sf OPAQUE WALL AREA 52.97 sf NON-OPAQUE WALL AREA 2844.4 sf TOTAL WALL AREA 1306.2 sf OPAQUE WALL AREA 52.97 sf NON-OPAQUE WALL AREA 1359.17 sf TOTAL WALL AREA 25.91 sf ABOVE GRADE AREA 40.78 sf NON-SURROUND AREA 50.07 sf ABOVE GRADE AREA 40.78 sf NON-SURROUND AREA 97.7% NATURAL GRADE SURROUND 93.3% NATURAL GRADE SURROUND FRONT SETBACK LINE NATURAL GRADE: HP = 102'-7 1/4" B) MAIN HOUSE SOUTH ELEVATION MAIN HOUSE BASEMENT EAST 11'-8 1/4" FLOOR TO FLOOR HEIGHT 51'-3 3/4" PERIMETER LENGTH 546.74 sf OPAQUE WALL AREA 52.97 sf NON-OPAQUE WALL AREA 599.71 sf TOTAL WALL AREA 11.45 sf ABOVE GRADE AREA 40.78 sf NON-SURROUND AREA GARAGE BASEMENT WEST 11'-8 1/4" FLOOR TO FLOOR HEIGHT 21'-8" PERIMETER LENGTH 200.26 sf OPAQUE WALL AREA 52.97 sf NON-OPAQUE WALL AREA 253.25 sf TOTAL WALL AREA 0.0 sf ABOVE GRADE AREA 40.78 sf NON-SURROUND AREA 91.3% NATURAL GRADE SURROUND 83.9% NATURAL GRADE SURROUND 1A / A0.30 1E / A0.30 0 3 . 0 A / H 1 0 3 . 0 A / C 1 1F / A0.30 GARAGE BASEMENT NORTH 11'-8 1/4" FLOOR TO FLOOR HEIGHT 36'-5 3/4" PERIMETER LENGTH 426.35 sf OPAQUE WALL AREA 0.59 sf ABOVE GRADE AREA 99.9% NATURAL GRADE SURROUND 0 3 . 0 A / G 1 MAIN HOUSE BASEMENT EAST 11'-8 1/4" FLOOR TO FLOOR HEIGHT 21'-8" PERIMETER LENGTH 253.23 sf OPAQUE WALL AREA 7.47 sf ABOVE GRADE AREA 97.1% NATURAL GRADE SURROUND GARAGE BASEMENT SOUTH 11'-8 1/4" FLOOR TO FLOOR HEIGHT 36'-5 3/4" PERIMETER LENGTH 426.35 sf OPAQUE WALL AREA 42.01 sf ABOVE GRADE AREA 90.1% NATURAL GRADE SURROUND 1B / A0.30 FRONT SETBACK LINE NATURAL GRADE: LP = 100'-7 1/4" BASEMENT EXEMPTION: GRADE SURROUND PLAN DIAGRAM 22X34 SCALE: 1/16" = 1'-0" 11X17 SCALE: 1/32" = 1'-0" A) MAIN HOUSE NORTH ELEVATION C) MAIN HOUSE EAST ELEVATION D) MAIN HOUSE WEST ELEVATION E) GARAGE NORTH ELEVATION F) GARAGE SOUTH ELEVATION G) GARAGE EAST ELEVATION H) GARAGE WEST ELEVATION 3 2 I E N L K C A B T E S T N O R F ' 5 2 I E N L Y T R E P O R P BASEMENT EXEMPTION MAX.: 101'-7 1/4" + 3' = 104'-7 1/4" MAIN FLOOR FINISH FLOOR: 104'-3" (104'-7 1/4" - 104'-3" = 4 1/4" BELOW MAX.) FRONT SETBACK LINE NATURAL GRADE: HP = 102'-7 1/4" LP = 100'-7 1/4" AVG = 101'-7 1/4" LINE OF NATURAL GRADE, TYP. HATCH DENOTES AREA BELOW NATURAL GRADE, TYP. TYP. OUTLINE OF UNFOLDED BASEMENT WALL AREA; ARTICULATIONS GROUPED W/ DOMINANT ELEVATION, TYP. OPAQUE WALL AT NON-SURROUND AREA WHERE APPLICABLE NON-OPAQUE WALL AT NON-SURROUND AREA WHERE APPLICABLE PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 1/16" = 1' 11X17: 1/32" = 1' DATE: 05.03.2021 BASEMENT EXHIBIT BASEMENT EXEMPTION: SITE SECTION DIAGRAM 22X34 SCALE: 1/16" = 1'-0" 11X17 SCALE: 1/32" = 1'-0" BASEMENT EXEMPTION: GRADE ELEVATION DIAGRAMS 22X34 SCALE: 1/16" = 1'-0" 11X17 SCALE: 1/32" = 1'-0" 1 A1.07 10 9.9 1 / A3.05 8 1 / A3.09 9 7 . 2 0 2 A / 1 6 5 4 3 2 1 / A3.08 4.2 1 / A3.06 1 / A3.07 1.1 1 A 1 / A2.04 3 0 . 3 A / 1 C 4 0 . 3 A / 1 2 0 . 3 A / 1 1 0 . 3 A / 1 R-2 GREEN ROOF AT SECOND FLOOR BELOW; SEE SECOND FLOOR PLAN 10 9.9 9 B D E F G H 2 / A2.04 1 / A2.00 4 0 . 2 A / 3 2 0 . 2 A / 2 R-2 GREEN ROOF AT SECOND FLOOR BELOW; SEE SECOND FLOOR PLAN 1 / A3.05 1 / A3.09 8 7 . 0 0 3 A / 2 GROUND FLOOR LIGHT WELL BELOW 6'-2 1/2" " 7 1/4 1'- TR-1 FASCIA AT OVERHANG 1/2" 31'-2 3/4" ROOF RADIUS LINE OF EXTERIOR WALL AT SECOND FLOOR BELOW S DIU A F R O O " R 1 3'- 2 MAIN ROOF RADII INFLECTION POINT MAIN ROOF PROFILE & LOW ROOF PROFILE TO MATCH SOLAR READY AREA CONCEPTUAL ONLY: MAY BE EXEMPT DUE TO TREE COVERAGE; ENSURE WIRING CONDUIT TO METER LOCATION FOR FUTURE POTENTIAL USE TR-1 FASCIA AT OVERHANG LINE OF EXTERIOR WALL AT SECOND FLOOR BELOW 2'-0" O V E R B E L H A N G O W 1/4:12 SLOPE R-5 S E T B A C K R-5 P A R A P E T " 7 1'- 1 1/4:12 SLOPE 1/4:12 SLOPE R-4 14'-2 1/2" R-5 SETBACK R-5 PARAPET " 0 2'- G N A H R E V O K C A B T E S 5 - R T E P A R A P 5 - R SCUPPER W/ DOWNLEADER L A U Q E L A U Q E RICKET C R-1 C R I C K E T E P O L S 2 1 : 4 / 1 E P O L S 2 1 : 4 / 1 PRINCIPAL WC 205 PLUMBING VENT PRINCIPAL BATH 204 PLUMBING VENT 1/4:12 SLOPE 205 2 1 : 4 / 1 E P O L S C R I C K E T 1:12 SLOPE PEAK R-4 RICKET C E P O L S 2 1 : 1 E P O L S 2 1 : 1 T F O L L A NIC A H C E M 02 01 1/4:12 SLOPE WET BAR 107 PLUMBING VENT 2 1 : 4 / 1 E P O L S 206 C R-5 PARAPET R-5 SETBACK T E P A R A P 5 - R K C A B T E S 5 - R 108 SKYLIGHT BELOW PRINCIPAL BATH 204 PLUMBING VENT PRINCIPAL BATH 204 PLUMBING VENT POWDER 014 PLUMBING VENT EQUAL 2'-6" EQUAL 13'-10" 2'-6" 12'-10" J K L M M.2 N N.6 O 3'-2 3/4" R-5 PARAPET 15'-7 1/4" OVERHANG R-5 SETBACK 1/4:12 SLOPE 1/4:12 SLOPE R-5 SETBACK R-5 PARAPET CRICKET SCUPPER W/ RAIN CHAIN SCUPPER W/ RAIN CHAIN SCUPPER W/ DOWNLEADER SCUPPER W/ DOWNLEADER K C A B T E S 5 - R T E P A R A P 5 - R 1/4:12 SLOPE LAUNDRY 214 PLUMBING VENT OFFICE POWDER 215 PLUMBING VENT C R I C K E T 1/4:12 SLOPE LAUNDRY 214 DRYER VENTS 2 1 : 4 / 1 E P O L S R-1 R-5 SETBACK R-5 PARAPET CRICKET 1/4:12 SLOPE T E P A R A P 5 - R K C A B T E S 5 - R R-1 E P O L S 2 1 : 1 E P O L S 2 1 : 4 / 1 R-4 2 1 : 4 / 1 E P O L S E P O L S 2 1 1 : R-4 C RIC K E T T E K R I C C MECHANICAL LOFT 1:12 SLOPE K A E P C R I C K E T PEAK E P O L S 2 1 : 1 1:12 SLOPE R-4 C R I C K E T K C A B T E S 5 - R T E P A R A P 5 - R R-1 C R I C K E T E P O L S 2 1 : 4 / 1 T E P A R A P 5 - R K C A B T E S 5 - R T E K RIC C 1/4:12 SLOPE 1/4:12 SLOPE R-5 PARAPET R-5 SETBACK EQUAL SCUPPER W/ DOWNLEADER EQUAL T E K R I C C G N A H R E V " O 4 1/4 6'- 1 R-1 R-3 E P O L S 2 1 : 4 / 1 PATIO ROOF BELOW; SEE SECOND FLOOR PLANS BATH 209 PLUMBING VENT 11 KITCHEN 103 PLUMBING VENT PANTRY 104 PLUMBING VENT 06 PEAK 12 05 10 09 R-4 MECHANICAL LOFT E P O L S 2 1 : 1 E P O L S 2 1 : 1 08 07 E P O L S 2 1 : 4 / 1 04 03 K C A B T E S 5 - R T E P A R A P 5 - R C R I C K E T R-1 1/4:12 SLOPE POWDER 105 PLUMBING VENT E T K R IC C T E P A R A P 5 - R K C A B T E S 5 - R 1/4:12 SLOPE R-5 PARAPET R-5 SETBACK SCUPPER W/ DOWNLEADER EQUAL EQUAL GREEN ROOF AT SECOND FLOOR BELOW; SEE SECOND FLOOR PLAN R-2 C R I C K E T R-4 1:12 SLOPE RICKET C E P O L S 2 1 : 1 E P O L S 2 1 1 : R-4 2 1 : 4 / 1 E P O L S G N A H R E V " O 7 3/4 4'- WORKSHOP / MAIL 115 PLUMBING VENT PEAK C R I C K E T 1/4:12 SLOPE K A E P R-1 " 8 1/2 2'- G N A H R E V O R-5 SETBACK R-5 PARAPET R-1 3 0 . 2 A / 2 2 0 . 2 A / 3 E P O L S 2 1 : 4 / 1 E P O L S 2 1 : 4 / 1 2 / A2.01 1/4:12 SLOPE 2 / A2.00 18'-4 3/4" OVERHANG C R I C K E T R-1 T E K RIC C T E P A R A P 5 - R K C A B T E S 5 - R 1/4:12 SLOPE E P O L S 2 1 : 4 / 1 200 D SKYLIGHT & WINDOW BELOW 10'-3" 6'-7" OVERHANG R-5 PARAPET R-5 SETBACK SCUPPER W/ DOWNLEADER 8'-2" TR-1 FASCIA AT OVERHANG 1/4:12 SLOPE LINE OF WALL AT SECOND FLOOR BELOW R-1 PARAPET 8'-3 3/4" OVERHANG T E P A R A P 5 - R K C A B T E S 5 - R E P O L S 2 1 : 4 / 1 R-4 E P O L S 2 1 : 1 E P O L S 2 1 1 : RICKET C 1:12 SLOPE R-4 C R I C K E T C R I C K E T R-1 1/4:12 SLOPE 8'-3 3/4" OVERHANG T E K RIC C 1/4:12 SLOPE R-5 PARAPET R-5 SETBACK G N A H R E V " O 7 3/4 4'- R-3 PATIO ROOF BELOW; SEE SECOND FLOOR PLANS 4.1 " 0 1 5'- LINE OF WALL AT FIRST FLOOR BELOW SCUPPER W/ RAIN CHAIN 1 / A3.06 . 3 0 2 A / 1 1 / A3.08 6 5 4 3 2 1 . 0 0 3 A / 1 0 0 . 3 A / 1 LINE OF WALL AT SECOND FLOOR BELOW TR-1 FASCIA AT OVERHANG 1.5 1 / A3.07 SCALE: 22X34: 3/16" = 1' 11X17: 3/32" = 1' DATE: 05.03.2021 ROOF PLAN ROOF PLAN 22X34 SCALE: 3/16" = 1'-0" 11X17 SCALE: 3/32" = 1'-0" A1.14 SITE NORTH PLAN NORTH 1 A B C D E E.5 F G G.7 H J J.7 K L M M.2 N N.6 O 3 0 . 3 A / 1 4 0 . 3 A / 1 2 0 . 3 A / 1 1 / A2.00 1 0 . 3 A / 1 0 0 . 3 A / 2 MATERIALS LEGEND R-1: 60MIL. MECHANICALLY ATTACHED PVC MEMBRANE SLOPED 1/4":12" MINIMUM, TYP. U.O.N. R-2: GREEN ROOF ASSEMBLY - SEE DTLS & MNFR REQS FOR FULL ASSEMBLY - WP = 60 MIL. MECHANICALLY ATTACHED PVC MEMBRANE; 1/4":12" MIN. SLOPE WITH PARAPET UPTURN R-3: SCHEDULED PAVERS SET W/ TILETECH PEDESTAL SYSTEM OVER 60 MIL. MECHANICALLY ATTACHED PVC MEMBRANE; 1/4":12" MINIMUM SLOPE WITH PARAPET UPTURN R-4: 2" DOUBLE-LOCK STANDING SEAM ROOF CLADDING W/ DRIP EDGE FLASHING OVER ICE & WATER SHIELD; 1":12" MIN. SLOPE R-5: CONTINUOUS BRAKE METAL OVER TWO LAYERS ICE & WATER SHIELD AT PARAPET CAP, DOWNTURN TO PERIMETER PARAPET SETBACK, & DRIP EDGE AT WALL/FASCIA ; * SEE A1.14 ROOF PLAN FOR ALL FURTHER ROOF DIMENSIONS & NOTES ROOF NOTES 1. 2. 3. ALL ROOF OVERHANG DIMENSIONS TAKEN FROM FACE OF WALL FRAMING TO FACE OF FASCIA FRAMING. SEE SECOND FLOOR PLANS FOR LOWER ROOF DIMS & NOTES. PV ARRAY FOR CONCEPTUAL PURPOSES ONLY, PER CODE; LAYOUT AND SPECS BY OTHERS. ENSURE ALL ROOFING WARRANTY GUIDELINES FOR WATERPROOFING AND FLASHING ARE MET. USE CONTINUOUS FLASHING, TYP. PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: (VARIES) MCMANSION INTERVAL 4 40'-0" MCMANSION INTERVAL 3 40'-0" MCMANSION INTERVAL 2 40'-0" MCMANSION INTERVAL 1 A B C D E E.5 F G G.7 H J J.7 K L M M.2 N N.6 O 3 0 . 3 A / 1 2 0 . 3 A / 1 1 0 . 3 A / 1 0 0 . 3 A / 2 45° " 0 5'- 1 E N I L Y T R E P O R P E N I L . . E U P . ' 5 INTERVAL 4 45° " 0 5'- 1 E N I L Y T R E P O R P E N I L . . E U P . ' 5 INTERVAL 3 & 4 HP EL. 107.7' (107'-8 3/8") E N I L K C A B T E S R A E R ' 0 1 E N I L K C A B T E S R A E R ' 0 1 4 0 . 3 A / 1 4 0 . 3 A / 1 . 4 0 3 A / 1 4 0 . 3 A / 1 (VARIES) MCMANSION INTERVAL 4 40'-0" MCMANSION INTERVAL 3 40'-0" MCMANSION INTERVAL 2 40'-0" MCMANSION INTERVAL 1 A B C D E E.5 F G G.7 H J J.7 K L M M.2 N N.6 O PLAN SOUTH MAIN HOUSE ELEVATION AT DRIVE COURT 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 3 0 . 3 A / 1 . 3 0 3 A / 1 . 2 0 3 A / 1 . 2 0 3 A / 1 . 1 0 3 A / 1 . 1 0 3 A / 1 . 0 0 3 A / 2 0 0 . 3 A / 2 THRU-PARAPET SCUPPER & STANDOFF DOWNLEADER THRU-PARAPET SCUPPERS & STANDOFF DOWNLEADERS SIDE WALL ARTICULATION: 16'-11 1/2" (36' MAX.) SIDE WALL ARTICULATION: 22'-5 1/4" (36' MAX.) SIDE WALL ARTICULATION: 29'-0 1/2" (36' MAX.) OPERABLE WINDOW FOR MAINTENANCE ACCESS ONLY GLASS GUARDRAIL & RAISED PLANTER AT BALCONY TO COMPLY W/ IRC 2018 SECTION 312 AC UNITS W/ COMMON CONC. PAD GAS METER LOCATION GENERATOR LOCATION THRU-PARAPET SCUPPER & BOX DOWNLEADER INTERVAL 2 HP EL. 107.8' (107'-9 1/2") INTERVAL 1 HP EL. 105.6' (105'-7 1/4") 3 0 . 3 A / 1 2 0 . 3 A / 1 1 0 . 3 A / 1 0 0 . 3 A / 2 PLAN SOUTH MAIN HOUSE ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" ELEVATIONS NOTES 1. SEE A2.10 & A2.11 EXTERIOR ELEVATIONS MATERIALS FOR MATERIAL PATTERNS, DESIGNATIONS, & NOTES. 2. SEE MEP FOR VENT & EQUIPMENT LOCATIONS. SEE MNFR GUIDELINES & ENSURE OFFSETS. 3. SEE A6.00, A6.01, & A6.02 FOR SCHEDULED EXTERIOR WINDOWS & DOORS. 4. CONTRACTOR TO CONDUCT FORM SURVEY PRIOR TO POURING & TENT SURVEY PRIOR TO SHEATHING TO ENSURE COA COMPLIANCE. SEE A0.30 FOR BASEMENT EXEMPTION; SEE A1.01 FOR SLAB LOCATION ARCS. 5. SEE A1.02 FOR SITE WALL LOCATIONS; SEE EXT. DTLS & STRUCT. FOR SITE WALL DESIGN. 6. SEE A1.11A FIRST FLOOR SLAB PLAN FOR INTEGRAL CONC. RETAINING WALL HEIGHTS ABOVE BASEMENT FOUNDATION WALLS; SEE STRUCT. FOR FURTHER. 0 0 . 3 A / 1 0 0 . 3 A / 1 . 0 0 3 A / 1 0 0 . 3 A / 1 E N I L G N D L I U B I I E N L G N D L U B I I MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 2 1 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 1/8" = 1' 11X17: 1/16" = 1' DATE: 05.03.2021 EXTERIOR ELEVATIONS A2.00 E N I L K C A B T E S T N O R F ' 5 2 E N I L K C A B T E S T N O R F ' 5 2 BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR ELEVATIONS NOTES 1. SEE A2.10 & A2.11 EXTERIOR ELEVATIONS MATERIALS FOR MATERIAL PATTERNS, DESIGNATIONS, & NOTES. 2. SEE MEP FOR VENT & EQUIPMENT LOCATIONS. SEE MNFR GUIDELINES & ENSURE OFFSETS. 3. SEE A6.00, A6.01, & A6.02 FOR SCHEDULED EXTERIOR WINDOWS & DOORS. 4. CONTRACTOR TO CONDUCT FORM SURVEY PRIOR TO POURING & TENT SURVEY PRIOR TO SHEATHING TO ENSURE COA COMPLIANCE. SEE A0.30 FOR BASEMENT EXEMPTION; SEE A1.01 FOR SLAB LOCATION ARCS. 5. SEE A1.02 FOR SITE WALL LOCATIONS; SEE EXT. DTLS & STRUCT. FOR SITE WALL DESIGN. 6. SEE A1.11A FIRST FLOOR SLAB PLAN FOR INTEGRAL CONC. RETAINING WALL HEIGHTS ABOVE BASEMENT FOUNDATION WALLS; SEE STRUCT. FOR FURTHER. 40'-0" MCMANSION INTERVAL 1 40'-0" MCMANSION INTERVAL 2 40'-0" MCMANSION INTERVAL 3 (VARIES) MCMANSION INTERVAL 4 O N.6 N M.2 M L K J.7 J H G F E D C B A 0 0 . 3 A / 2 1 0 . 3 A / 1 2 0 . 3 A / 1 3 0 . 3 A / 1 BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR E N I L K C A B T E S T N O R F ' 5 2 E N I L K C A B T E S T N O R F ' 5 2 E N I L G N D L I U B I E N I L G N D L I U B I MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 GLASS GUARDRAIL & RAISED PLANTER AT BALCONY TO COMPLY W/ IRC 2018 SECTION 312 MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 0 0 . 3 A / 1 0 0 . 3 A / 1 0 0 . 3 A / 1 0 0 . 3 A / 1 PLAN NORTH MAIN HOUSE ELEVATION AT DRIVE COURT 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 40'-0" MCMANSION INTERVAL 1 40'-0" MCMANSION INTERVAL 2 (PARTIAL, VARIES) MCMANSION INTERVAL 2 40'-0" MCMANSION INTERVAL 3 (VARIES) MCMANSION INTERVAL 4 O N.6 N M.2 M L K J.7 J H G F E D C B A 4 0 . 3 A / 1 THRU-PARAPET SCUPPERS & RAINCHAIN DOWNLEADERS GLASS GUARDRAIL AT BALCONY TO COMPLY W/ IRC 2018 SECTION 312 0 0 . 3 A / 2 0 0 . 3 A / 2 0 0 . 3 A / 2 1 0 . 3 A / 1 1 0 . 3 A / 1 1 0 . 3 A / 1 45° " 0 5'- 1 E N I L Y T R E P O R P E N I L K C A B T E S E D S I 2 2 0 . 3 A / 1 2 0 . 3 A / 1 3 0 . 3 A / 1 3 0 . 3 A / 1 3 0 . 3 A / 1 2 0 . 3 A / 1 1 THRU-PARAPET SCUPPERS & STANDOFF DOWNLEADERS SIDE WALL ARTICULATION: 29'-2" (36' MAX.) LINE OF WALL-MNTD TOILET FRAME BYND THRU-PARAPET SCUPPER & BOX DOWNLEADER ON-DEMAND WATER HEATER AC UNITS W/ COMMON CONC. PAD INTERVAL 1 HP EL. 105.6' (105'-7 1/4") GLASS GUARDRAIL & EGRESS AT LIGHTWELL TO COMPLY W/ IRC 2018 SECTION 312; SEE A5.02 PLAN NORTH MAIN HOUSE ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR INTERVAL 2 HP EL. 107.8' (107'-9 1/2") INTERVAL 3 & 4 HP EL. 107.7' (107'-8 3/8") 4 0 . 3 A / 1 4 0 . 3 A / 1 4 0 . 3 A / 1 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: E N I L K C A B T E S R A E R ' 0 1 " 0 5'- 1 E N I L Y T R E P O R P E N L . I . E U P . ' 5 4 5 ° 4 5 ° E N I L K C A B T E S R A E R ' 0 1 " 0 5'- 1 E N I L Y T R E P O R P E N I L . . E U P . ' 5 SCALE: 22X34: 1/8" = 1' 11X17: 1/16" = 1' DATE: 05.03.2021 EXTERIOR ELEVATIONS A2.01 MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 INTERVAL 2 INTERVAL 1 BYND E N I L K C A B T E S E D S I E N I L Y T R E P O R P INTERVAL 2 HP EL. 107.8' (107'-9 1/2") 8 0 . 3 A / 1 8 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 7 0 . 3 A / 1 7 0 . 3 A / 1 6 5 4 3 2 1.5 1 10 9.9 9 8 7 6 5 4.2 4 3 2 1.1 1 INTERVAL 2 BYND INTERVAL 1 BYND INTERVAL 2 INTERVAL 1 BYND INTERVAL 2 4 5 ° 45° E N I L K C A B T E S E D S I E N I L Y T R E P O R P " 0 5'- 1 " 0 5'- 1 E N I L K C A B T E S E D S I E N I L Y T R E P O R P INTERVAL 2 HP EL. 107.8' (107'-9 1/2") BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR PLAN WEST MAIN HOUSE ELEVATION AT BREEZEWAY 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 3 PLAN WEST MAIN HOUSE ELEVATION AT OUTDOOR LIVING 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 2 ELEVATIONS NOTES 1. SEE A2.10 & A2.11 EXTERIOR ELEVATIONS MATERIALS FOR MATERIAL PATTERNS, DESIGNATIONS, & NOTES. 2. SEE MEP FOR VENT & EQUIPMENT LOCATIONS. SEE MNFR GUIDELINES & ENSURE OFFSETS. 3. SEE A6.00, A6.01, & A6.02 FOR SCHEDULED EXTERIOR WINDOWS & DOORS. 4. CONTRACTOR TO CONDUCT FORM SURVEY PRIOR TO POURING & TENT SURVEY PRIOR TO SHEATHING TO ENSURE COA COMPLIANCE. SEE A0.30 FOR BASEMENT EXEMPTION; SEE A1.01 FOR SLAB LOCATION ARCS. 5. SEE A1.02 FOR SITE WALL LOCATIONS; SEE EXT. DTLS & STRUCT. FOR SITE WALL DESIGN. 6. SEE A1.11A FIRST FLOOR SLAB PLAN FOR INTEGRAL CONC. RETAINING WALL HEIGHTS ABOVE BASEMENT FOUNDATION WALLS; SEE STRUCT. FOR FURTHER. 8 0 . 3 A / 1 8 0 . 3 A / 1 . 8 0 3 A / 1 8 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 . 6 0 3 A / 1 7 0 . 3 A / 1 1 / A 3 . 0 7 7 0 . 3 A / 1 1 / A 3 0 7 . INTERVAL 2 INTERVAL 1 BYND 4 5 ° E N I L K C A B T E S E D S I " 0 5'- 1 E N I L Y T R E P O R P MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 INTERVAL 2 BYND INTERVALS 3 & 4 4 5 ° E N I L K C A B T E S E D S I " 0 5'- 1 E N I L Y T R E P O R P ELEC. METER & DISCONNECT W/ PROPOSED SOLAR METER & DISCONNECT ON-DEMAND WATER HEATER AC UNITS W/ COMMON CONC. PAD 1 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 1/8" = 1' 11X17: 1/16" = 1' DATE: 05.03.2021 EXTERIOR ELEVATIONS A2.02 10 9.9 9 8 7 6 5 4.2 4 3 2 1.1 1 INTERVAL 2 BYND THRU-PARAPET SCUPPER & STANDOFF DOWNLEADER ON-DEMAND WATER HEATER GLASS GUARDRAIL AT BALCONY TO COMPLY W/ IRC 2018 SECTION 312 INTERVAL 2 BYND INTERVALS 3 & 4 45° E N I L Y T R E P O R P E N I L K C A B T E S E D S I CABANA PLATE HEIGHT +9'-5 3/8" MAIN HOUSE F.F. " 0 5'- 1 CABANA T.O. FINISH FLOOR +1'- 8 1/2" (EL. 105.94') CABANA T.O. SLAB +1'- 7 3/4" (EL. 105.87') " 5 1/2 9'- " 7 3/4 1'- BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR INTERVAL 4 HP EL. 107.7' (107'-8 3/8") SITE CUT AT TREE COURT W/ OUTDOOR LIVING DASHED BYND PLAN WEST MAIN HOUSE & COTTAGE ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 5 0 . 3 A / 1 5 0 . 3 A / 1 5 0 . 3 A / 1 . 5 0 3 A / 1 MCMANSION TENT DETAIL 22X34 SCALE: 3/4" = 1'-0" 11X17 SCALE: 3/8" = 1'-0" 1 1.1 1 1.1 LOW ROOF PARAPET SKYLIGHT BYND LOW ROOF THRU-PARAPET SCUPPER & STANDOFF DOWNLEADER WHERE OCCURS BYND INTERVAL 2 WHERE OCCURS INTERVAL 1 WHERE OCCURS SIDE SETBACK LINE SCND FLOOR LOW PLATE HT +21'-6 3/8" " 2 1/2 3'- " 1 3/8 1'- LOW ROOF PARAPET LOW ROOF THRU-PARAPET SCUPPER & STANDOFF DOWNLEADER WHERE OCCURS BYND INTERVAL 2 WHERE OCCURS INTERVAL 3 & 4 WHERE OCCURS SIDE SETBACK LINE SCND FLOOR TYP, PLATE HT +23'-1 3/8" TYP. INT. FINISH AT WALL & DROPPED CEILING MCMANSION TENT DETAIL 22X34 SCALE: 3/4" = 1'-0" 11X17 SCALE: 3/8" = 1'-0" 1A MCMANSION TENT DETAIL 22X34 SCALE: 3/4" = 1'-0" 11X17 SCALE: 3/8" = 1'-0" 2A " 6 1/1 9 1 6 6 " 6 1/1 1 1 1 " 6 4 7/1 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 INTERVAL 2 INTERVALS 3 & 4 BYND 4 5 ° ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com " 0 5'- 1 GENERAL CONTRACTOR: BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR ELEVATIONS NOTES 1. SEE A2.10 & A2.11 EXTERIOR ELEVATIONS MATERIALS FOR MATERIAL PATTERNS, DESIGNATIONS, & NOTES. 2. SEE MEP FOR VENT & EQUIPMENT LOCATIONS. SEE MNFR GUIDELINES & ENSURE OFFSETS. 3. SEE A6.00, A6.01, & A6.02 FOR SCHEDULED EXTERIOR WINDOWS & DOORS. 4. CONTRACTOR TO CONDUCT FORM SURVEY PRIOR TO POURING & TENT SURVEY PRIOR TO SHEATHING TO ENSURE COA COMPLIANCE. SEE A0.30 FOR BASEMENT EXEMPTION; SEE A1.01 FOR SLAB LOCATION ARCS. 5. SEE A1.02 FOR SITE WALL LOCATIONS; SEE EXT. DTLS & STRUCT. FOR SITE WALL DESIGN. 6. SEE A1.11A FIRST FLOOR SLAB PLAN FOR INTEGRAL CONC. RETAINING WALL HEIGHTS ABOVE BASEMENT FOUNDATION WALLS; SEE STRUCT. FOR FURTHER. 1 1.1 2 3 4 4.2 5 6 7 8 9 9.9 10 MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 INTERVAL 2 INTERVALS 3 & 4 BYND 2A A2.03 45° " 0 5'- 1 E N I L Y T R E P O R P E N I L K C A B T E S E D S I INTERVAL 2 HP EL. 107.8' (107'-9 1/2") THRU-PARAPET SCUPPER & RAINCHAIN DOWNLEADER INTERVAL 1 INTERVAL 2 BYND INTERVALS 3 & 4 BYND 1A A2.03 45° " 0 5'- 1 E N I L Y T R E P O R P E N I L K C A B T E S E D S I INTERVAL 1 HP EL. 105.6' (105'-7 1/4") MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 7 0 . 3 A / 1 7 0 . 3 A / 1 7 0 . 3 A / 1 7 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 INTERVAL 2 2B A2.03 4 5 ° E N I L K C A B T E S E D S I " 0 5'- 1 E N I L Y T R E P O R P INTERVAL 1 INTERVAL 2 BYND INTERVALS 3 & 4 BYND 1B A2.03 4 5 ° " 0 5'- 1 E N I L Y T R E P O R P E N I L K C A B T E S E D S I 8 0 . 3 A / 1 8 0 . 3 A / 1 8 0 . 3 A / 1 8 0 . 3 A / 1 1 1.1 2 3 4 4.2 5 6 7 8 9 9.9 10 INTERVAL 2 BYND INTERVALS 3 & 4 BYND THRU-PARAPET SCUPPERS & STANDOFF DOWNLEADERS GLASS GUARDRAIL & RAISED PLANTER AT BALCONY TO COMPLY W/ IRC 2018 SECTION 312 LINE OF MECHANICAL ACCESS PATH RAMP FROM OUTDOOR STORAGE DOOR TO OUTDOOR LIVING BYND; RAMP SLOPE 1":12" BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR 5 0 . 3 A / 1 5 0 . 3 A / 1 5 0 . 3 A / 1 5 0 . 3 A / 1 2 1 STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: AS NOTED 11X17: AS NOTED DATE: 05.03.2021 EXTERIOR ELEVATIONS A2.03 TYP. MECH LOFT LOW PLATE HT +26'-8 1/8" INTERVAL 2 WHERE OCCURS LOW ROOF PARAPET LOW ROOF THRU-PARAPET SCUPPER & STANDOFF DOWNLEADER WHERE OCCURS BYND SIDE SETBACK LINE SCND FLOOR TYP. PLATE HT +23'-1 3/8" TYP. INT. FINISH AT WALL & DROPPED CEILING 2B INTERVAL 1 WHERE OCCURS TYP. MECH LOFT LOW PLATE HT +26'-8 1/8" LOW ROOF PARAPET LOW ROOF THRU-PARAPET SCUPPER & STANDOFF DOWNLEADER WHERE OCCURS BYND INT. FINISH AT WALL, LOW CEILING, & POP-UP SCND FLOOR LOW PLATE HT +21'-6 3/8" SIDE SETBACK LINE 1B " 8 5/8 1'- " 7 1/2 1'- PLAN EAST MAIN HOUSE ELEVATION AT BREEZEWAY 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" MCMANSION TENT DETAIL 22X34 SCALE: 3/4" = 1'-0" 11X17 SCALE: 3/8" = 1'-0" PLAN EAST MAIN HOUSE ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" ELEVATIONS NOTES 1. SEE A2.10 & A2.11 EXTERIOR ELEVATIONS MATERIALS FOR MATERIAL PATTERNS, DESIGNATIONS, & NOTES. 2. SEE MEP FOR VENT & EQUIPMENT LOCATIONS. SEE MNFR GUIDELINES & ENSURE OFFSETS. 3. SEE A6.00, A6.01, & A6.02 FOR SCHEDULED EXTERIOR WINDOWS & DOORS. 4. CONTRACTOR TO CONDUCT FORM SURVEY PRIOR TO POURING & TENT SURVEY PRIOR TO SHEATHING TO ENSURE COA COMPLIANCE. SEE A0.30 FOR BASEMENT EXEMPTION; SEE A1.01 FOR SLAB LOCATION ARCS. 5. SEE A1.02 FOR SITE WALL LOCATIONS; SEE EXT. DTLS & STRUCT. FOR SITE WALL DESIGN. 6. SEE A1.11A FIRST FLOOR SLAB PLAN FOR INTEGRAL CONC. RETAINING WALL HEIGHTS ABOVE BASEMENT FOUNDATION WALLS; SEE STRUCT. FOR FURTHER. INTERVAL 2 INTERVALS 3 & 4 BYND 45° " 0 5'- 1 E N I L Y T R E P O R P E N I L K C A B T E S E D S I ' 5 MAX. ALLOWABLE HEIGHT +31'-1 1/4" (EL. 137.10') MAIN ROOF PEAK HEIGHT +30'-5 1/2" TYP. MECH LOFT PLATE HT +29'-7 1/8" MECH LOFT LOW PLATE HT +26'-8 1/8" TYP. MECH LOFT T.O. PLYWD +24'-8 3/8 MECH LOFT LOW T.O. PLYWD +23'-1 3/8" SCND FLOOR TYP. PLATE HEIGHT +23'-1 3/8" SCND FLOOR LOW PLATE HT +21'-6 3/8" SCND FLOOR T.O. FINISH FLOOR +13'-1" SCND FLOOR T.O. PLYWD +13'-0 1/4" FIRST FLOOR TYP. PLATE HEIGHT +11'-1 1/8" ADJACENT GRADE H.P. EL. 107.20' AVG ADJACENT GRADE EL. 105.10' MAX ALLOWABLE F.F. +0'-4 1/4"(EL. 104.6') FIRST FLOOR T.O. FINISH FLOOR +0'-0 3/4" (EL. 104.25') FIRST FLOOR T.O. PLYWD/SLAB +0'-0" (EL. 104.23') ADJACENT GRADE L.P. EL. 103.00' FRONT SETBACK H.P. EL. 102.6' FRONT SETBACK L.P. EL. 100.6' BASEMENT TYP. PLATE HEIGHT -1'-11 1/8" BASEMENT FLOOR T.O. FINISH FLOOR -11'-8 1/4" BASEMENT T.O. SLAB -11'-9" " 6 1/2 1'- " 9 3/8 1'- " 0 3/4 1 "4'- 6 3/4 3'- " 7 1'- " 1 1/8 0'- 1 " 1 1/8 1 1'- " 1 1/8 1'- 1 " 7 1'- " 1 1/4 0'- 1 " 7 1'- " 6 1/8 8'- E D A R E G G A R E V M A O R " F 0 2'- T 3 H EIG R H O O L O F R T O O L " F 0 1/4 3'- 1 3/4 " T H EIG R H O O L O F R T O O L " F 8 1/4 1'- 1 " 3/4 7 0 . 3 A / 1 7 0 . 3 A / 1 1 1.1 2 3 4 4.2 5 6 7 8 9 9.9 10 8 0 . 3 A / 1 8 0 . 3 A / 1 6 0 . 3 A / 1 6 0 . 3 A / 1 1 0 . 3 A / 1 4 5 ° E N I L K C A B T E S E D S I ' 5 " 0 5'- 1 E N I L Y T R E P O R P PTD STL HANDRAIL AT PORCH STEPS TO COMPLY W/ IRC 2018 311.7.8 BASEMENT EXEMPTION MAX. FIRST FLOOR FINISH FLOOR 1 0 . 3 A / 1 45° CABANA PLATE HEIGHT +9'-5 3/8" MAIN HOUSE F.F. CABANA T.O. FINISH FLOOR +1'- 8 1/2" (EL. 105.94') CABANA T.O. SLAB +1'- 7 3/4" (EL. 105.87') " 5 1/2 9'- " 0 5'- 1 E N I L Y T R E P O R P E N I L K C A B T E S E D S I ' 5 " 7 3/4 1'- 5 0 . 3 A / 1 5 0 . 3 A / 1 INTERVAL 2 INTERVALS 3 & 4 BYND 4 5 ° " 0 5'- 1 E N I L Y T R E P O R P E N I L . . E U P . ' 5 CABANA PLATE HEIGHT +9'-5 3/8" MAIN HOUSE F.F. CABANA T.O. FINISH FLOOR +1'- 8 1/2" (EL. 105.94') CABANA T.O. SLAB +1'- 7 3/4" (EL. 105.87') " 5 1/2 9'- INTERVAL 2 HP EL. 107.8' (107'-9 1/2") " 7 3/4 1'- ELEC. METER & DISCONNECT AC UNITS AT CONC. PAD POOL EQUIP. AT CONC. PAD LINE OF POOL BYND THRU-PARAPET SCUPPERS & STANDOFF DOWNLEADERS 4 0 . 3 A / 1 . 4 0 3 A / 1 INTERVAL 2 HP EL. 107.8' (107'-9 1/2") INTERVAL 2 HP EL. 107.46' (107'-5 1/2") PLAN SOUTH COTTAGE ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 2 PLAN NORTH COTTAGE ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 2 0 . 3 A / 1 2 0 . 3 A / 1 1 0 . 3 A / 1 1 0 . 3 A / 1 2 0 . 3 A / 1 2 0 . 3 A / 1 (VARIES) MCMANSION INTERVAL 4 40'-0" MCMANSION INTERVAL 3 (PARTIAL, VARIES) MCMANSION INTERVAL 2 (PARTIAL, VARIES) MCMANSION INTERVAL 2 40'-0" MCMANSION INTERVAL 3 (VARIES) MCMANSION INTERVAL 4 A B C D E F G H H G F E D C B A PLAN EAST COTTAGE ELEVATION AT OUTDOOR LIVING 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 2 0 . 3 A / 1 2 0 . 3 A / 1 3 2 0 . 3 A / 1 2 0 . 3 A / 1 45° CABANA PLATE HEIGHT +9'-5 3/8" MAIN HOUSE F.F. CABANA T.O. FINISH FLOOR +1'- 8 1/2" (EL. 105.94') CABANA T.O. SLAB +1'- 7 3/4" (EL. 105.87') " 5 1/2 9'- " 0 5'- 1 E N I L Y T R E P O R P E N I L . . E U P . ' 5 E N I L K C A B T E S R A E R ' 0 1 " 7 3/4 1'- INTERVAL 3 & 4 HP EL. 107.7' (107'-8 3/8") 4 0 . 3 A / 1 4 0 . 3 A / 1 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: 4 5 ° E N I L K C A B T E S R A E R ' 0 1 " 0 5'- 1 E N I L Y T R E P O R P E N I L . . E U P . ' 5 INTERVAL 3 & 4 HP EL. 107.7' (107'-8 3/8") 1 SCALE: 22X34: 1/8" = 1' 11X17: 1/16" = 1' DATE: 05.03.2021 EXTERIOR ELEVATIONS A2.04 R-4 R-1 BYND R-5 2B A2.03 PNL-1 PNL-2 GLASS GUARDRAIL COORD. VENT TERMINATION TO PANEL CENTERLINE, TYP. COORD. DOWNLEADER LOCATIONS W/ PANEL JTS, TYP.; SEE DTL 7/A5.03 STANDOFF DOWNLEADERS R-2 R-5 TR-1 PNL-2 STL-1 R-4 PNL-1 R-1 BYND R-5 TR-1 1A A2.03 TR-1 GLASS GUARDRAIL PNL-1 PNL-2 1B PNL-3 FLANKING SLIDER DOOR BYND A2.03 OPP. FACE OF RAISED PLANTER CLAD W/ PNL-1 PATTERN TO MATCH AS SHOWN COORD. H.B. TO PANEL CENTERLINE BYND R-3 BALCONY BYND 2 0 . 5 A / 2 SEE A5.02 FOR FURTHER NOTES AT EGRESS WALL PNL-2 BELOW T.O. BASEMENT SLAB LINE OF MECHANICAL ACCESS PATH BEYOND PLAN EAST MAIN HOUSE 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 3 PLAN NORTH MAIN HOUSE AT DRIVE COURT 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 5 PLAN EAST MAIN HOUSE AT BREEZEWAY 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 4 MATERIALS LEGEND MATERIALS KEY VIF ROOF SLOPES & HIGH POINTS AT ALL PNL-1 TO R-1 LOCATIONS, TYP. 1'-0" 1'-0" 1'-0" 1'-0" 01 PNL-2 02 TR-1 03 BUILDING CUT 04 MITER PANEL CORNER R-1: TYPICAL MAIN ROOF CLADDING ASSEMBLY: 60MIL. MECHANICALLY ATTACHED PVC MEMBRANE SLOPED 1/4":12" MINIMUM, TYP. U.O.N. TR-1: PROJECTED EAVE FASCIA & FASCIA DOWNTURN CLADDING: PTD 1/4" STEEL PLATE W/ BLIND FASTENERS; ALL SEAMS WELDED & GROUND FLUSH U.O.N. AS JT. INSTALL OVER WP-3 R-2: GREEN ROOF ASSEMBLY - SEE DTLS & MNFR REQS FOR FULL PNL-1: ASSEMBLY - WP = 60 MIL. MECHANICALLY ATTACHED PVC MEMBRANE; 1/4":12" MIN. SLOPE WITH PARAPET UPTURN TYPICAL ABOVE-GRADE WALL CLADDING ASSEMBLY: DEKTON PANEL & CLIP CLADDING SYSTEM W/ THRU-FLASHING AT SILL TRANSITION TO PNL-2 OR GRADE. INSTALL OVER WP-3 FINISH SELECTION TBD R-3: R-4: R-5: BALCONY ASSEMBLY - SCHEDULED PAVERS SET W/ TILETECH PEDESTAL SYSTEM OVER 60 MIL. MECHANICALLY ATTACHED PVC MEMBRANE; 1/4":12" MINIMUM SLOPE WITH PARAPET UPTURN MECHANICAL LOFTS ROOF CLADDING ASSEMBLY: 2" DOUBLE-LOCK STANDING SEAM ROOF CLADDING W/ DRIP EDGE FLASHING OVER ICE & WATER SHIELD; 1":12" MIN. SLOPE TYPICAL PARAPET CLADDING ASSEMBLY: CONTINUOUS BRAKE METAL OVER TWO LAYERS ICE & WATER SHIELD AT PARAPET CAP, DOWNTURN TO PERIMETER PARAPET SETBACK, & DRIP EDGE AT WALL/FASCIA PNL-2: TYPICAL BELOW-GRADE WALL CLADDING ASSEMBLY: DEKTON PANEL DIRECT APPLIED CLADDING SYSTEM. INSTALL OVER WP-5A FINISH SELECTION TO MATCH PNL-1. SEE MATERIALS NOTE 01 PNL-3: DEKTON PANEL & CLIP CLADDING SYSTEM. INSTALL OVER WP-3. FINISH SELECTION TBD. SD-1: FLAT-SEAM VERTICAL METAL SIDING; SELECTION & FINISH TBD. STL-1: WEATHERED STEEL RETAINING WALL; SEE EXT. DTLS & STRUCT. STL-2: PTD STEEL, COLOR TBD NOTE: SEE FINISH PLANS & MTRL SCHEDULES FOR ADDITIONAL EXTERIOR FINISHES SELECTIONS. RECESSED FACADE & MECHANICAL LOFT W/ UNFOLDED FACADE ELEVATIONS 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" PNL-2 WALL TYP. AT R-2 ROOF SEE 1/A2.11 FOR FULL ELEVATION OF THIS PANEL COLUMN 1'-0" 1'-0" 1'-0" 1'-0" BOX GUTTER THRU TO DOWNLEADER COORD. HVAC VENTS TO NEAREST PANEL CENERTLINE, TYP. 3'-0" VENT MIN. CLEAR T N E " V 0 3'- R A E L MIN. C T N E " V 0 3'- R A E L MIN. C EQUAL EQUAL T.O. CONC. CURB BYND COORD. H.B. TO PANEL CENTERLINE, TYP. COORD. RANGE HOOD VENT TERMINUS CENTERED BETWEEN WINDOWS & COORD. DOWNLEADER LOCATIONS W/ PANEL JTS, TYP.; SEE DTL 7/A5.03 STANDOFF DOWNLEADERS COORD. HVAC VENTS TO NEAREST PANEL CENERTLINE, TYP. COORD. H.B. TO PANEL CENTERLINE, TYP. PLAN SOUTH MAIN HOUSE UNFOLDED ELEVATION 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 2 COORD. HVAC VENTS TO NEAREST PANEL CENERTLINE, TYP. TR-1 PNL-1 GLASS GUARDRAIL PNL-1 GLASS GUARDRAIL PNL-1 TYP. AT PLANTER R-3 SD-1 AT GARAGE DOOR & ADJACENT WALL PNL-3 PNL-1 TYP. AT RECESSED GARAGE DOOR HEAD & JAMBS PNL-2 AT WATER FEATURE BYND PNL-2 AT WATER FEATURE BYND PLAN SOUTH MAIN HOUSE AT DRIVE COURT 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 1 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: SCALE: 22X34: 1/8" = 1' 11X17: 1/16" = 1' DATE: 05.03.2021 EXTERIOR ELEVATIONS MATERIALS LAYOUT A2.10 MATERIALS LEGEND MATERIALS KEY 01 PNL-2 02 TR-1 03 BUILDING CUT 04 MITER PANEL CORNER R-1: TYPICAL MAIN ROOF CLADDING ASSEMBLY: 60MIL. MECHANICALLY ATTACHED PVC MEMBRANE SLOPED 1/4":12" MINIMUM, TYP. U.O.N. TR-1: PROJECTED EAVE FASCIA & FASCIA DOWNTURN CLADDING: PTD 1/4" STEEL PLATE W/ BLIND FASTENERS; ALL SEAMS WELDED & GROUND FLUSH U.O.N. AS JT. INSTALL OVER WP-3 R-2: GREEN ROOF ASSEMBLY - SEE DTLS & MNFR REQS FOR FULL PNL-1: ASSEMBLY - WP = 60 MIL. MECHANICALLY ATTACHED PVC MEMBRANE; 1/4":12" MIN. SLOPE WITH PARAPET UPTURN TYPICAL ABOVE-GRADE WALL CLADDING ASSEMBLY: DEKTON PANEL & CLIP CLADDING SYSTEM W/ THRU-FLASHING AT SILL TRANSITION TO PNL-2 OR GRADE. INSTALL OVER WP-3 FINISH SELECTION TBD R-3: R-4: R-5: BALCONY ASSEMBLY - SCHEDULED PAVERS SET W/ TILETECH PEDESTAL SYSTEM OVER 60 MIL. MECHANICALLY ATTACHED PVC MEMBRANE; 1/4":12" MINIMUM SLOPE WITH PARAPET UPTURN MECHANICAL LOFTS ROOF CLADDING ASSEMBLY: 2" DOUBLE-LOCK STANDING SEAM ROOF CLADDING W/ DRIP EDGE FLASHING OVER ICE & WATER SHIELD; 1":12" MIN. SLOPE TYPICAL PARAPET CLADDING ASSEMBLY: CONTINUOUS BRAKE METAL OVER TWO LAYERS ICE & WATER SHIELD AT PARAPET CAP, DOWNTURN TO PERIMETER PARAPET SETBACK, & DRIP EDGE AT WALL/FASCIA PNL-2: TYPICAL BELOW-GRADE WALL CLADDING ASSEMBLY: DEKTON PANEL DIRECT APPLIED CLADDING SYSTEM. INSTALL OVER WP-5A FINISH SELECTION TO MATCH PNL-1. SEE MATERIALS NOTE 01 PNL-3: DEKTON PANEL & CLIP CLADDING SYSTEM. INSTALL OVER WP-3. FINISH SELECTION TBD. SD-1: FLAT-SEAM VERTICAL METAL SIDING; SELECTION & FINISH TBD. STL-1: WEATHERED STEEL RETAINING WALL; SEE EXT. DTLS & STRUCT. STL-2: PTD STEEL, COLOR TBD NOTE: SEE FINISH PLANS & MTRL SCHEDULES FOR ADDITIONAL EXTERIOR FINISHES SELECTIONS. COORD. H.B. TO PANEL CENTERLINE, TYP. COORD. DOWNLEADER LOCATIONS W/ PANEL JTS, TYP.; SEE DTL 7/A5.03 STANDOFF DOWNLEADERS TR-1 STL-1 RETAINING WALLS POOL COPING AT RETAINING EDGE; SEE MTRL SCHED. R-2 R-5 COORD. HVAC VENTS TO NEAREST PANEL CENERTLINE, TYP. PNL-1 COORD. WALL-MNTD EQUIP. IN FIELD, TYP. T.O. CONC. RETAINING WALL BYND PNL-2 PLAN EAST CABANA 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" PLAN NORTH CABANA 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 1'-0" 1'-0" PNL-2 TYP. AT WALL BASE AT R-2 & R-3 COORD. H.B. TO PANEL CENTERLINE, TYP. GLASS GUARDRAIL STL-1 TERRACED SITE WALL TR-1 R-5 R-2 PNL-2 COORD. ON-DEMAND W.H. TO NEAREST PANEL CENERTLINE, TYP. PNL-2 GLASS GUARDGRAIL T.O. CONC. CURB BYND PLAN NORTH MAIN HOUSE 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 5 PLAN SOUTH CABANA 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" R-4 PNL-1 R-1 BYND R-5 TR-1 1'-0" 1'-0" R-4 R-1 R-5 PNL-1 PNL-2 TYP. AT WALL BASE AT R-2 & R-3 R-3 COORD. H.B. TO PANEL CENTERLINE, TYP. GLASS GUARDRAIL R-2 PNL-1 PNL-2 AT GRILL & FIREPLACE SURROUND BLIND FASTEN STL PANELS PTD TO MATCH FP 1 A5.06 R-2 R-5 TR-1 PNL-1 STL-1 HANDRAIL T.O. CONC. RET. WALL BYND PNL-2 STL-1 SITE RETAINING WALLS 7 WALL FACADE AT TREE COURT R-4 PNL-1 R-1 BYND R-5 TR-1 1'-0" R-2 R-5 TR-1 PNL-1 PNL-2 T.O. CONC. RETAINING WALL BYND R-4 R-1 R-5 TR-1; SEE PLANS FOR RADIUS FACADE PORTIONS PNL-1 GLASS GUARDRAIL R-3 1'-0" 1'-0" 1'-0" R-2 R-5 PNL-1 T.O. CONC. RETAINING WALL BYND PNL-2 COORD. ON-DEMAND W.H. TO NEAREST PANEL CENERTLINE, TYP. COORD. H.B. TO PANEL CENTERLINE, TYP. STL-2 COLUMNS COORD. H.B. TO PANEL CENTERLINE, TYP. T.O. CONC. RETAINING WALL BYND PNL-2 COORD. DOWNLEADER LOCATIONS W/ PANEL JTS, TYP.; SEE DTL 7/A5.03 STANDOFF DOWNLEADERS 1'-0" TR-1 COORD. HVAC VENTS TO NEAREST PANEL CENERTLINE, TYP. COORD. BOX GUTTER THRU & DOWNLEADER TO PANEL JT, TYP. T.O. CONC. CURB BYND COORD. H.B. TO PANEL CENTERLINE, TYP. R-4 R-1 R-5 PNL-1 PNL-2 AT WALL BYND LIGHT WELL WALL PNL-2 AT WALL LIGHT WELL WALL OPP. PNL-1 AT WALL LIGHT WELL WALL TYP. PNL-2 AT WALL LIGHT WELL WALL BLW T.O. BASEMENT SLAB 6 4 PROJECT: WEST 10TH RESIDENCE NEW CONSTRUCTION 1415 W. 10th St. AUSTIN, TX 78703 ARCHITECT: CLARK | RICHARDSON LLC 618 LAVACA, SUITE #7 AUSTIN, TX 78701 CONTACT: EDWARD RICHARDSON 512-529-9047 ed@clarkrichardson.com GENERAL CONTRACTOR: STRUCTURAL: ARCH CONSULTING ENGINEERING PLLC T.B.P.E. # F-9361 510 SOUTH CONGRESS SUITE B-100 AUSTIN, TEXAS 78704 CONTACT: JUSTIN BILLODEAU 512-328-5353 justin@archce.net MEP: EcoScience LLC DBA POSITIVE ENERGY T.A.C.L.A. 49421E, T.B.P.E. # F-17960 1114 S. 1st ST. AUSTIN, TEXAS 78704 CONTACT: MICHAEL F. WEISS 512-462-1000 (office) michael@positiveenergy.pro ARCHITECT'S SEAL: STL-1 RETAINING WALLS WALL TILE TO MATCH POOL COPING; SEE MTRL SCHED. TRANSLUCENT ACRYLIC POOL WALL LINE OF ROOF DRAINAGE PLANE BYND; VIF ROOF SLOPES AT ALL PNL-1 TO R-1 LOCATIONS, TYP. COORD. DOWNLEADER LOCATIONS W/ PANEL JTS, TYP.; SEE DTL 7/A5.03 STANDOFF DOWNLEADERS 1'-0" 1'-0" LINE OF SKY COURT BYND; SEE 3/A2.11 FOR UNFLOLDED ELEVATIONS BREAK-POINT AT SKY COURT ELEVATION; SEE 2/A2.10 UNFOLDED ELEVATION COORD. ON-DEMAND W.H. TO NEAREST PANEL CENERTLINE, TYP. COORD. WALL-MNTD EQUIP. IN FIELD, TYP. SCALE: 22X34: 1/8" = 1' 11X17: 1/16" = 1' DATE: 05.03.2021 EXTERIOR ELEVATIONS MATERIALS LAYOUT A2.11 PLAN SOUTH LIGHT WELL WALL FACADE PLAN WEST MAIN HOUSE AT BREEZEWAY 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 3 PLAN WEST MAIN HOUSE AT OUTDOOR LIVING 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 2 PLAN WEST MAIN HOUSE & CABANA 22X34 SCALE: 1/8" = 1'-0" 11X17 SCALE: 1/16" = 1'-0" 1