C.12.1 - 1317 Westover Rd - plans — original pdf

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SYMBOL LEGEND GENERAL NOTES PROJECT INFORMATION LOCATION SHEET LIST WESTOVER RESIDENCE 1317 WESTOVER ROAD- AUSTIN, TX 78703 A5.01 Section A4.01 Building Elevation 4 A6.01 2 Interior Elevation 1 1 1 3 A 100a Entry 100 Window Type - Reference Sheet A3.02 Door Number - Reference Sheet A3.01 1. Plan dimensions are to face of stud, center line, or masonry unless noted otherwise. 2. Alignment takes precedent over dimensions. Verify all dimensions and conditions and notify the architect of any discrepancies. 3. Do not scale the drawings - the contractor shall use dimensions shown on the drawings and actual field measurements. Notify the architect of any discrepancies. 4. All details and sections shown on the drawings are intended to be typical and shall apply to similar conditions elsewhere. 5. Field check and verify all existing conditions and report any discrepancies to the architect before proceeding with the work. 6. Verify existing conditions and the locations of all utilities before proceeding with the work. 7. The contractor is to verify the requirements of all other trades and coordinate with those trades prior to the fabrication or installation of work. 8.Electrical accessories to be Decora style. 9.Contractor is to coordinate all required equipment with subcontractor and owner for the following systems: koi pond equipment, pool equipment, hot tub equipment, salt water aquarium equipment, audio visual equipment, sauna equipment, and solar shade equipment. Room Number and Name 10. All materials to be stored, handled, installed, and maintained as per manufacturer's recomendations unless noted otherwise. 11. Any modification or alteration to the design intent directive of this construction document withouth the designer's written concent voids any real or implied warranty and liability to the designer and related consultants. 1 A3.01 Detail Reference First Floor 0' - 0" Level Mark NUMBER SHEET NAME Current Revision Date A0.0 A1.0 A1.1 A1.2 A1.3 A3.0 A3.1 A3.2 A5.0 A6.0 A6.1 A9.0 A10.0 A10.1 COVER SHEET SITE PLAN TREE SITE PLAN AUSTIN ENERGY POLE CLEARANCE FOUNDATION LAYOUT DIMENSIONS PLAN DIMENSIONS PLAN DIMENSIONS PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SCHEDULES ISOMETRIC PERSPECTIVES CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER COVER SHEET A0.0 © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» HP T1 612.25 HP T2 610.5 HP T3 609.75 609.75 FLATWORK DETAIL FLATWORK GRADE LEVEL " 4 No cut or fill greater than four (4) inches will be located closer to the tree trunk than ½ the CRZ radius distance. S27°04'03"W 137.49' PROPERTY LINE 5' SETBACK 18' - 0" 611 5' P.U.E. 610.5 611' - 0" EXCAVATION ROUTE FOR POOL BEFORE FOUNDATION IS POURED 57' - 0 1/8" " 0 - ' 2 1 6 611.5 HPAG " 2 / 1 0 - ' 4 2 1 # G N K R A P I 8' - 6" 8' - 6" 2 # G N K R A P I " 6 - ' 7 1 " 6 - ' 7 1 GARAGE 430 SF SITE INFORMATION- 1317 WESTOVER LOT SIZE FINISH FLOOR MH HIGH POINT ADJACENT HEIGHT MH AVERAGE ADJACENT HEIGHT MH LOW ADJACENT HEIGHT BENCHMARK TENT 1 TENT 2 TENT 3 = = = = = = = = = 9,623 SF 612.0' 611.5' 610.25' 609.0' 611.3' 612.25' 610.5' 609.75'' FRONT YARD IMPERVIOUS COVER CALCULATIONS FRONT YARD AREA = 2,452 SF FRONT YARD IMPERVIOUS COVER = 370 SF / 2,452 SF = 15.0 % " 0 - ' 3 " 0 - ' 2 " 0 - ' 3 P.U.E. DRIVEWAY 554 SF B R U C F O K C A B B R U C F O K C A B ACCESS ROUTE E V A R E V O T S E W ) . . W O R . ' 0 5 ( W " 0 - ' 2 1 H C A O R P P A Y A W E V R D I W W W G W W W G W W W G 6 1 1 ' - 0 " W W W G W W W G W W W G W W W G W W W G WW W G W W W G ' 1 0 . 0 7 E " 7 3 7 4 ° 2 6 S ' E N I L Y T R E P O R P PLAN N 1 A- SITE PLAN 3/16" = 1'-0" © 2022 CELESTE AGUIRRE ARCHITECTURE " 2 - ' 0 1 " 2 / 1 1 1 - ' 3 3 " 2 / 1 0 - ' 7 " 2 / 1 2 - ' 3 1 IMPERVIOUS SIDEWALK 161 SF PORCH 60 SF 1317 WESTOVER AVENUE LOT 2, BLOCK 13, WESTFIELD 'A", A SUBDIVISION BUILDING FOOTPRINT = 2,684 SF FF: 612' W W W G 16" LIVE OAK 611' - 0" SIDEWALK EXEMPTION SIDEWALK FEE IN LIEU NOTE WW W WW W G WW W G 0 " - 6 1 1 ' W W W G WW " 8 / 5 7 - ' 5 W G 5' SETBACK PROPERTY LINE AC PAD 9 SF 610.5 N27°14'31"E 137.78' " 0 - ' 0 1 6 610 609.75 89' - 1 1/2" 611.5 K C A B T E S ' 5 3 W W W G 611 E R U T C U R T S E L P C N R P I I I F O G N N N G E B I W W W G BENCHMARK = ELEVATION= 611 .30 ' 35' - 0 1/8" 40' - 0" BUILDING TENT 1 40' - 0" BUILDING TENT 2 22' - 5 7/8" BUILDING TENT 3 22.5" CRAPE MYRTLE 27' - 7" 19' - 3 1/2" " 0 - ' 0 1 6 6 1 0' - 0" " 0 - ' 0 1 6 P.U.E. 610 F U L L R 2 2 ' - 0 " C R Z R 1 1 / 2 C 1 ' - 0 " R Z R 5' - 6" 1/4 CRZ POOL COPING 190 SF WATER SURFACE 313 SF COVERED PATIO 331 SF AAG = 610.25 R F U L 2 4 ' L - C 6 " R Z " 3 - ' 2 1 R Z R C 2 / 1 R 6 ' 1 1 / 2 " - 1 / 4 C R Z 24.5" CRAPE UNK E O E O 15' - 7 1/4" OVERHEAD ELECTRIC/TELEPHONE LINE POWER POLE E O E O 7'-6"+ 4' CLEARANCE BETWEEN AE OVERHEAD CONDUCTORS AND EDGE OF ROOF. SEE A1.2 FOR POWER POLE RADUIS ELEVATIONS 7' - 6" 4' - 0" E O E O E O E O E O E O E N I L Y T R E P O R P ' 3 4 . 0 7 W " 8 3 1 0 ° 3 6 N ' 7 0 ' - 5 1 8 " / 609.75 K C A B T E S ' 0 1 E O E O E O E O E O E O L O O P R O F G N H C N E R T I E O E O POOL EQUIP. 27 SF 609 LPAG 7' - 6" 4' - 0" E O E O 609 AC PAD 9 SF 609 609' - 0" ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» GENERAL NOTES - SITE PLAN 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. VERIFY EXISTING SITE CONDITIONS AND REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE PLANS PRIOR TO COMMENCING WORK. 3. ALL NEW SIDEWALKS TO HAVE MAX 1:20 GRADE WITH CROSS SLOPE TO DRAIN AT 1/4" PER FOOT. SEAL CONCRETE AND PROVIDE A BROOM FINISH UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO TIE INTO EXISTING UTILITIES. SOME UTILITIES MAY REQUIRE UPGRADING, CONTRACTOR TO VERIFY. VERIFY METER & UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. 5. CONTRACTOR TO UTILIZE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY CODE. 6. PROVIDE TREE PROTECTION FOR ALL TREES NOT MARKED FOR REMOVAL. 7. SELECTIVELY CLEAR OR PRUNE ANY UNWANTED TREES OR THOSE IMPEDING CONSTRUCTION WITH CONSENT OF OWNER. COORDINATE REMOVAL AND DISPOSAL OF UNWANTED TREES AND OTHER LANDSCAPING MATERIALS WITH OWNER. 8. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. 9. ENSURE ALL GRADING SLOPES AWAY FROM BUILDING FOR AT LEAST 10'-0". 10. CONTRACTOR TO STORE ALL NEW MATERIALS IN DRY AND SECURE LOCATION ON SITE AS SPECIFIED BY OWNER. 11. EXTERIOR HVAC EQUIPMENT SHALL BE SCREENED IN COMPLIANCE WITH ANY CITY OF AUSTIN REGULATIONS AND/OR LOCAL DEED RESTRICTIONS. 12. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS & PATIOS. 13. THE DESIGN OF THE RETAINING WALL MEETS 2021 INTERNATIONAL BUILDING CODE. CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER SITE PLAN A1.0 45' POLE 8' CROSS ARM 4' - 0" 15' - 0" E C N A R A E L C E A T U O PRIMERY RADUIS NEUTRAL RADUIS TYPICAL 3 PHASE LINES With 15' Building Clearance from POLE * NOTE- DIAGRAM REFLECT'S AE 2020 STANDARDS NUETRAL 15' - 0" D I S T A N C E - P 5' - 9 R I M 1/ 2 " A R Y / 1 S T S T O 4' - 6 3/4" DISTANCE - NEUTRAL/1ST STORY R Y " 0 - ' 1 " 6 - ' 9 " 0 - ' 8 " 0 - ' 5 4 " 6 - ' 6 2 9' - 6 3/4" POOL 1 POWER POLE RADIUS SIDE VIEW 3/16" = 1'-0" MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" LEVEL 1 0' - 0" MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" LEVEL 1 0' - 0" Y R O Y/1 S T S T R A 8' - 1" R I M E - P C N D IS T A 8 " - 3 ' N E U T R A L / 1 S T S T O R Y D I S T A N C E - 45' POLE PRIMERY RADUIS 15' - 0" NUETRAL 15' - 0" " 0 - ' 1 " 6 - ' 9 " 6 - ' 6 2 " 0 - ' 8 NEUTRAL RADUIS CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER AUSTIN ENERGY POLE CLEARANCE A1.2 © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» 2 POWER POLE RADIUS BACK VIEW 3/16" = 1'-0" 3" / 1'-0" POOL BELOW 1'-1" / 1'-0" 1'-1" / 1'-0" 3" / 1'-0" COVERED PATIO 11 1/2" / 1'-0" " 0 - ' 1 / " 2 / 1 1 1 " 0 - ' 1 / " 2 / 1 1 1 3" / 1'-0" BALCONY 1'-1" / 1'-0" 1'-1" / 1'-0" 11 1/2" / 1'-0" 11 1/2" / 1'-0" " 0 - ' 1 / " 3 PLAN N 1 A- ROOF PLAN 3/16" = 1'-0" © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» GENERAL NOTES - ROOF 1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT. ALL ROOFS SHALL SLOPE TO DRAIN. 2. 3. CONTRACTOR SHALL PROVIDE ALL TRIM, FLASHING, UNDERLAYMENTS, FASTENERS AND ACCESSORIES NECESSARY TO ENSURE A COMPLETE, WARRANTABLE, AND WEATHERTIGHT CONSTRUCTED ROOF. 4. ALL ROOF PENETRATIONS TO BE PROPERLY FLASHED AND SEALED TO PREVENT WATER INTRUSION. 7. 5. NEW ROOF SRI VALUE: IF SLOPE IS >2:12, ROOFING MATERIALS SHALL HAVE A MINIMUM SRI OF 29. 6. NEW ROOFS TO INCLUDE A RADIANT BARRIER WITH AN EMITTANCE OF .05 OR LESS, UNLESS ROOF IS COVERED WITH A MATERIAL HAVING A SOLAR REFLECTANCE OF 0.5 OR GREATER. SUPPLY AND RETURN DUCTS LOCATED IN ATTICS OR OUTSIDE THE THERMAL ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-8. SKYLIGHTS: USE APPROPRIATE FLASHINGS AND CURBS TO PREVENT WATER INTRUSION AND TO ACHIEVE MANUFACTURER'S WARRANTY. SKYLIGHTS TO INCLUDE 10 YEAR, NO-LEAK WARRANTY, 10 YEAR IMPACT WARRANTY AND 20 YEAR SEAL WARRANTY. 8. 9. 11. 10. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. INSTALL ALL BUILDING ENVELOPE ASSEMBLIES AS PER MANUFACTURER'S RECOMMENDATIONS AND STANDARD DETAILS TO ALLOW FOR PROPER FUNCTION, WEATHER PROTECTION AND WARRANTIES (WHERE AVAILABLE). ASSEMBLIES INCLUDE, BUT ARE NOT LIMITED TO, ROOFING, RADIANT BARRIER, SKYLIGHTS, WINDOWS, DOORS, SIDING, FLASHING, INSULATION, WEATHER BARRIERS, SEALANTS, ETC. 12. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION. CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER ROOF PLAN A5.0 PORTION OF GABLE ROOF(S) THAT EXTENDS BEYOND THE SETBACK PLANE TENT LESS THAN 18'. E N I L Y T R E P O R P " 0 - ' 1 / " 1 - ' 1 ° 0 0 5 . 4 " 0 - ' 1 / " 1 - ' 1 " 0 - ' 2 3 " 0 - ' 2 3 " 0 - ' 2 3 SLATE SHINGLE 1 1 1/2" / 1'-0" 1 1 1 / 2 " / 1'- 0 " " 2 / 1 3 - ' 9 2 E D A R G T N E C A J D A M O R F T H G E H I LIME SLURRY BRICK LIME SLURRY BRICK FINISH FLOOR 612.0' AAG MH 610.25 " 0 - ' 5 1 " 0 - ' 5 1 " 0 - ' 5 1 LP AG MH 609.75 MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" HP T2 610' - 6" HP T3 609' - 9" GENERAL NOTES - EXTERIOR ELEVATIONS 1. CONTRACTOR SHALL KEEP BUILDING WEATHER-TIGHT. 2. VERIFY ALL MATERIALS AND FINISHES WITH ARCHITECT OR OWNER PRIOR TO INSTALLATION. SLOPE GRADE AWAY FROM BUILDING & FOUNDATION FOR A MINIMUM OF 10'-0" ALL EXPOSED FASTENERS ON WOOD SIDING TO BE STAINLESS STEEL. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION. ALL PLUMBING, APPLIANCE & GAS VENTS SHALL VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE. ALL VENTS SHALL BE GROUPED TO MINIMIZE ROOF PENETRATIONS. PAINT ALL GUTTERS AND DOWNSPOUTS TO MATCH EXTERIOR TRIM COLOR. 3. 4. 5. 6. 7. 40' - 0" TENT 2 22' - 9 3/8" TENT 3 PORTION OF GABLE ROOF(S) THAT EXTENDS BEYOND THE SETBACK PLANE TENT LESS THAN 18'. - 0 " 1 ' / 3 " 1'-0 1/2" / 1'-0" 3" / 1'-0" 1 '- 1 " / 1 '- 0 " " 0 - ' 1 / " 2 / 1 1 1 " 0 - ' 2 3 SLATE SHINGLE LIME SLURRY BRICK SLATE SHINGLE " 0 - ' 2 3 " 0 - ' 2 3 40' - 0" TENT 1 " 2 / 1 3 - ' 9 2 E D A R G T N E C A J D A M O R F T H G E H I LIME SLURRY BRICK LIME SLURRY BRICK " 0 - ' 5 1 FINISH FLOOR 612.0' AAG MH 610.25 LP AG MH 609 E N I L Y T R E P O R P DISTANCE FROM FIRST STORY OVERHEAD ELECTRIC/TELEPHON E LINE POWER POLE MIDPOINT OF GABLE 27' - 6 1/2" PERMIT SET CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER EXTERIOR ELEVATIONS A6.0 LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" AAG 610' - 3" HP T3 609' - 9" © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» PORTION OF GABLE ROOF(S) THAT EXTENDS BEYOND THE SETBACK PLANE TENT LESS THAN 18'. " 0 - ' 5 1 " 0 - ' 5 1 " 0 - ' 5 1 HP AG MH 611.5 AAG 610' - 3" 2 A-NORTH_ FRONT ELEVATION 3/16" = 1'-0" E N I L Y T R E P O R P 45.00° E R U T C U R T S E L P C N R P I I I F O G N N N G E B I " 2 / 1 8 - ' 5 " 4 - ' 1 " 0 - ' 9 " 6 - ' 1 " 0 - ' 0 1 HP AG MH 611.5 " 2 / 1 8 - ' 5 " 4 - ' 1 " 0 - ' 9 " 6 - ' 1 " 0 - ' 0 1 MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" HP T2 610' - 6" HP T3 609' - 9" MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" AAG 610' - 3" HP T3 609' - 9" 1 A-WEST 3/16" = 1'-0" E N I L Y T R E P O R P PORTION OF GABLE ROOF(S) THAT EXTENDS BEYOND THE SETBACK PLANE TENT LESS THAN 18'. SLATE SHINGLE " 4 / 3 7 - ' 1 45.00° " 0 - ' 1 / " 2 / 1 1 1 LIME SLURRY BRICK SLATE SHINGLE " 0 - ' 1 / " 2 / 1 1 1 " 2 / 1 3 - ' 9 2 E D A R G T N E C A J D A M O R F T H G E H I 1'- 0 " / 1'- 0 " " 0 - ' 5 1 " 0 - ' 5 1 " 0 - ' 5 1 2 A-SOUTH 3/16" = 1'-0" LP AG MH 609.75 LIME SLURRY BRICK HP AG MH 611.5 FINISH FLOOR 612.0 AAG MH 610.25 22' - 9 3/8" TENT 3 40' - 0" TENT 2 PORTION OF GABLE ROOF(S) THAT EXTENDS BEYOND THE SETBACK PLANE TENT LESS THAN 18'. - 0 " 1 ' / 3 " 1'-1" / 1'-0" 3" / 1'-0" 1 '- 1 " / 1 '- 0 " E R U T C U R T S E L P C N R P I I I F O G N N N G E B I 45.00° " 0 - ' 2 3 1 1 1/2" / 1'-0" 1 1 1 / 2 " / 1'- 0 " " 0 - ' 2 3 LIME SLURRY BRICK SLATE SHINGLE LIME SLURRY BRICK SLATE SHINGLE LP AG MH 609 AAG MH 610.25 FINISH FLOOR 612.0' HP AG MH 611.5 " 4 - ' 1 " 0 - ' 9 " 6 - ' 1 " 0 - ' 0 1 MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" HP T2 610' - 6" AAG 610' - 3" HP T3 609' - 9" E N I L Y T R E P O R P ° 0 0 5 . 4 MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" " 0 - ' 5 1 " 0 - ' 5 1 " 0 - ' 5 1 HP T1 612' - 0 1/4" LEVEL 1 0' - 0" HP T2 610' - 6" HP T3 609' - 9" AAG 610' - 3" 40' - 0" TENT 1 " 0 - ' 1 / " 2 / 1 1 1 " 0 - ' 2 3 " 2 / 1 3 - ' 9 2 STUCCO E D A R G T N E C A J D A M O R F T H G E H I VERTICAL WOOD " 2 / 1 8 - ' 5 " 4 - ' 1 " 0 - ' 9 " 6 - ' 1 " 0 - ' 0 1 E N I L Y T R E P O R P MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" HP T2 610' - 6" HP T3 609' - 9" MIDPOINT OF GABLE 27' - 6 1/2" LEVEL 3 21' - 10" LEVEL 2 TOP 20' - 6" LEVEL 2 11' - 6" LEVEL 1 TOP 10' - 0" HP T1 612' - 0 1/4" LEVEL 1 0' - 0" HP T2 610' - 6" HP T3 609' - 9" AAG 610' - 3" " 0 - ' 5 1 1 A-EAST 3/16" = 1'-0" © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» GENERAL NOTES - EXTERIOR ELEVATIONS 1. CONTRACTOR SHALL KEEP BUILDING WEATHER-TIGHT. 2. VERIFY ALL MATERIALS AND FINISHES WITH ARCHITECT OR OWNER PRIOR TO INSTALLATION. SLOPE GRADE AWAY FROM BUILDING & FOUNDATION FOR A MINIMUM OF 10'-0" ALL EXPOSED FASTENERS ON WOOD SIDING TO BE STAINLESS STEEL. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION. ALL PLUMBING, APPLIANCE & GAS VENTS SHALL VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE. ALL VENTS SHALL BE GROUPED TO MINIMIZE ROOF PENETRATIONS. PAINT ALL GUTTERS AND DOWNSPOUTS TO MATCH EXTERIOR TRIM COLOR. 3. 4. 5. 6. 7. CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER EXTERIOR ELEVATIONS A6.1 AXION 2 2 © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» AXION 1 1 CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER ISOMETRIC A10.0 FRONT 1 1 FRONT 2 2 BACK 1 3 © 2022 CELESTE AGUIRRE ARCHITECTURE ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» CELESTE AGUIRRE CELESTE@CELESTEAGUIRRE.COM COPYRIGHT 2020 * CELESTE AGUIRRRE * THESE DRAWINGS ARE INSTRUMENTS OF DESIGN SERVICE AND ARE AUTHORIZED FOR A SINGLE CONSTRUCTION PROJECT. PERMIT SET ISSUE DATE: PROJECT NUMBER: REVISIONS: 02/01/22 - NO REFERENCE ISSUED 02/01/22 WESTOVER 1317 WESTOVER PERSPECTIVES A10.1