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1712 WEST 11TH REMODEL & ADDITION GENERAL NOTES 1. CONTRACTOR TO COORDINATE STAGING AREAS. 2. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SITE & CONSTRUCTION CONDITIONS AFFECTING WORK UNDER THIS CONTRACT. 3. COORDINATE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DIVISIONS WITH OTHER TRADES AFFECTING OR AFFECTED BY SAME. NO CHANGES IN CONSTRUCTION METHODS, MATERIALS, DETAILS, SPECIFICATIONS, GENERAL NOTES AND SCHEDULES, OR DELETION OF ANY REQUIREMENT SHOWN ON THESE PLANS WILL BE ACCEPTABLE WITHOUT FIRST OBTAINING PERMISSION FROM THE ARCHITECT AND CLIENT. TO OBTAIN PERMISSION WHEN PRICING, RELEVANT DRAWINGS AND DOCUMENTS SHALL BE PROVIDED TO ARCHITECT AND CLIENT. 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. ALL CONSTRUCTION AND RELATED BUILDING COMPONENTS TO COMPLY WITH THE LATEST AND APPLICABLE IRC, NEC AND LOCAL BUILDING CODES, ETC. 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 QUANTITY/QUALITY IS TO BE PERFORMED OR FURNISHED. PROJECT DATA SITE INFORMATION 8,978 LOT SIZE 4,040 MAX ALLOWED IMPERVIOUS COVER (45%) EXISTING SQUARE FOOTAGES 1,650 HVAC (HOUSE) 194 92 51 165 160 14 286 7 EXISTING CONCRETE DRIVE ON PROPERTY EXISTING FRONT ENTRY (COVERED) EXISTING CONCRETE PAD BENEATH DECK EXISTING FRONT ENTRY WALK /UNCOVERED EXISTING REAR DECK EXISTING REAR DECK STEPS EXISTING STONE PATIO AC PAD(S) (DEMOLISH) (DEMOLISH) (DEMOLISH) (DEMOLISH) 7. THE CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS AND ITEMS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 1,994 EXISTING IMPERVIOUS COVER (TO REMAIN) 8. CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE LEFT SUBJECT TO DAMAGE OR THEFT. PROPOSED SQUARE FOOTAGES 9. PROVIDE AND PAY FOR ALL COST FOR TEMPORARY FACILITIES AND SERVICES REQUIRED FOR THE PROPER AND EXPEDITIOUS EXECUTION OF THE CONTRACT WORK. MAKE ALL TEMPORARY CONNECTIONS TO EXISTING UTILITIES IN LOCATIONS ACCEPTABLE TO LOCAL AUTHORITIES HAVING JURISDICTION THEREOF. PAY ALL COSTS FOR TEMPORARY ELECTRICAL POWER, WATER AND HEATING. 10. PROVIDE FIRST AID AND FIRE PROTECTION AS REQUIRED BY OSHA. 11. A COMPLETE SET OF AS-BUILTS SHALL BE FURNISHED TO THE ARCHITECT AT COMPLETION OF THE PROJECT. THE CLOSE OUT PACKAGE IN THE FORM OF A HARD BINDER, INDEXED, LABELED AND DIVIDERS FOR WHICH INCLUDES COPIES OF PERMITS AND THE CERTIFICATE OF OCCUPANCY, A LIST OF SUB-CONTRACTORS AND PHONE NUMBERS, ALL WARRANTIES AND MANUALS. ONE COPY SHOULD GO DIRECTLY TO THE OWNER AND ONE COPY TO THE ARCHITECT. PROVIDE PAINT COLORS AND FORMULAS OF ALL PAINTS. 12. GENERAL CONTRACTOR AND SUB-CONTRACTOR ARE TO BID THIS PROJECT AS DESIGNED WITH A COMPLETE SET OF DOCUMENTS. VALUE ENGINEERING IS WELCOMED IN AN EFFORT TO GET THE BEST VALUE BUT GENERAL CONTRACTOR SHALL SUBMIT HIS BID PER A FULL AND COMPLETE SET OF PLANS AND SPECIFICATIONS FIRST AND THEN SUBMIT ANY VALUE ENGINEERING ITEMS SEPARATELY AS A LINE ITEM SUBSTITUTE. 13. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR RESTROOM ACCESSORIES, WALL SHELVES, HAND SINKS, ETC… COORDINATE WITH REQUIRED ADA AND KITCHEN EQUIPMENT HEIGHTS AND DIMENSIONS, WHERE APPLICABLE. 14. ALL PAINT COLORS TO BE SELECTED AT A LATER DATE, BY OWNER AND ARCHITECT. 15. PROVIDE ARCHITECT W/SHOP DWGS. OF ALL MILLWORK 16. PROVIDE ARCHITECT & ENGINEER W/ SHOP DWGS. OF ALL STRUCT. STEEL WORK 17. ALL NEW & ORIGINAL CONSTRUCTION SHALL BE THOROUGHLY CLEANED AND PAINTED, BOTH EXTERIOR & INTERIOR PRIOR TO OWNER'S OCCUPANCY. 18. LAYOUT TILE PATTERNS PRIOR TO INSTALLATION FOR ARCH. APPROVAL 19. SEE FINISH SCHEDULE FOR ALL MATERIALS, FINISHES AND FIXTURES; PAINT COLORS TO BE SELECTED AT A LATER DATE 20. CONTRACTOR SHALL PROVIDE APPROPRIATE WRITTEN DOCUMENTS THAT REFLECT ANY CHANGES TO ORIGINAL DRAWINGS, FINISH AND MATERIAL SPECIFICATIONS OR LAYOUT ALL SUBCONTRACTORS SHALL REVIEW AND STUDY THE COMPLETE SET OF DRAWINGS TO PROVIDE PRICING PROPOSAL AND PRODUCE AND CONSTRUCT THEIR WORK ALL WATER PROOFING, ROOFING, FLASHING AND SCUPPERS TO BE CONSTRUCTED ACCORDING TO INDUSTRY, CODE AND MANUFACTURER'S STANDARDS. 23. ALL WINDOWS AND GLASS DOORS TO COMPLY WITH I.R.C. AND APPLICABLE CODES. 24. CONTRACTOR TO COORDINATE EQUIPMENT AND/OR FURNITURE INSTALLATION WITH CONSTRUCTION SEQUENCING AND ACCESS. INFORM OWNER IN I¬NITIAL CONSTRUCTION SCHEDULE OR MEETING OF ANY MILESTONE DATES OR CRITICAL POINTS. DIGITAL PDFS OF THE DRAWINGS ARE AVAILABLE FROM DICK CLARK + ASSOCIATES, PROJECT NAME "1712 WEST 11TH", PHONE: 512-472-4980 609 270 98 157 82 418 85 41 82 4.5 9 HVAC (FIRST FLOOR ADDITION) CARPORT GARDEN SHED SCREEN PORCH REAR DECK (COVERED) REAR DECK (UNCOVERED) POOL WATER AREA POOL COPING AREA PAVED PARKING STRIPS A/C PAD (50%) POOL EQUIPMENT PAD (50%) 3,849.5 IMPERVIOUS COVER 42.8% IMPERVIOUS COVER % 3,200 BUILDING COVERAGE 35.6% BUILDING COVERAGE % OFF STREET PARKING REQUIREMENTS CONTACTS CLIENT Jason Lepes & Kristen Thorsen 1712 W 11th Street Austin, TX 78703 ARCHITECTURE Dick Clark + Associates 2120 E 7th Street Austin, TX 78702 Clara Paterson paterson@dcarch.com STRUCTURAL ENGINEER Structural Firm Name Street Address Austin, TX 787## PH: (512) ###-#### CONTACT: Contact Name E-MAIL: Contact E-mail 2 SPACES PER CHAPTER 25, APPENDIX A GENERAL CONTRACTOR GC Firm Name Street Address Austin, TX 787## PH: (512) ###-#### CONTACT: Contact Name E-MAIL: Contact E-mail 4. 5. 6. 21. 22. DRAWING INDEX ARCHITECTURAL A0.0 A0.1 A0.2 A0.3 A0.4 A1.0 A1.1 A1.2 A1.4 A1.8 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A3.1 A3.2 A3.3 A4.1 A5.1 A5.2 A5.3 A6.1 STRUCTURAL A6.2 — A7.1 COVER SHEET SITE SURVEY SITE PLAN: DEMOLITION SITE PLAN: ARCHITECTURAL DEMOLITION PLAN: FIRST FLOOR PLAN: FIRST FLOOR PLAN: SECOND FLOOR PLAN: ROOF RCP: FIRST & SECOND FLOORS ELECTRICAL PLAN: FIRST FLOOR EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS HISTORIC REVIEW EXTERIOR ELEVATIONS - HISTORIC REVIEW EXTERIOR ELEVATIONS - HISTORIC REVIEW HISTORIC REVIEW EXTERIOR ELEVATIONS - HISTORIC REVIEW EXTERIOR ELEVATIONS - HISTORIC REVIEW EXTERIOR ELEVATIONS - HISTORIC REVIEW EXTERIOR ELEVATIONS - HISTORIC REVIEW BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DETAILS - EXTERIOR DETAILS - WINDOWS DOOR & WINDOW SCHEDULES ISSUES & REVISIONS ARCHITECTURAL SYMBOLS DRAWING NUMBER DRAWING TITLE SCALE: 1/4" = 1'-0" 1 N D01 A C 6" A C X / AX.X X / AX.X . X X A / X NORTH ARROW DOOR DESIGNATION NUMBER (PLAN) WINDOW DESIGNATION LETTER (PLAN) i 6 A PARTITION TYPE CENTERLINE ROOM NAME FLOOR FINISH FINISH CLG HT ROOM IDENTIFICATION FINISH CEILING & HEIGHT ELEVATION CHANGE (PLAN) D X AX.XX B VIEW NUMBER SHEET NUMBER VIEW DIRECTION / ELEVATION NUMBER X AX.X DETAIL KEY DRAWING NUMBER SHEET NUMBER X / AX.X X / AX.X SECTION DETAIL WALL SECTION ELEVATION TAG SHEET NUMBER DRAWING NUMBER PLATELINE ELEVATION HT PLATELINE OR FLOOR ELEVATION (ELEVATIONS & SECTIONS) DETAIL SECTION DRAWING NUMBER / SHEET NUMBER 1 REVISION NUMBER AND AFFECTED AREA INTERIOR ELEVATION KEY PROJECT SCHEMATIC RENDERING VICINITY MAP CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE COVER SHEET A0.0 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE SITE SURVEY A0.1 NOT IN SCOPE: ORIGINAL SURVEY DONE BY ALL POINTS SURVEYING 1 SITE SURVEY NOT TO SCALE Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 533 S 31°16'18"W 30.28' (S 31°28'W 30.5') PROPERTY LINE 534 10'-0" BUILDING LINE 16" TREE I E N L G N D L U B I I ' 0 1 TREE PROTECTION FENCING 100% CRZ ' 7 3 . ' 1 4 E " 2 4 6 2 ° 9 5 S ) ' 7 6 . ' 1 4 E 5 1 ° 9 5 S ( I E N L Y T R E P O R P 50% CRZ I E N L G N D L U B I I ' 0 1 24" CEDAR 535 536 537 538 539 TREE MITIGATION NOTE: 103" 19" EXISTING CALIPER INCHES TO BE MITIGATED EXISTING CALIPER INCHES TO BE REMOVED * ALL EXISTING TREES TO BE MITIGATED ARE TO BE PROTECTED WITH FENCING THROUGHOUT CONSTRUCTION CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT TREE PROTECTION FENCING WATER METER PORTABLE TOILET S 31°04'59"W 123.09' (S 31°28'W 123.3') 18" TREE PROPERTY LINE REMOVE EXISTING STONE WALK EXISTING WOOD FENCE TO BE REMOVED 5'-0" BUILDING LINE EXISTING STONE PATH AND PATIO TO BE REMOVED EXISTING WOOD DECK, STAIRS AND FRAMING TO BE REMOVED 18" TREE 534.83' 532 533 534 535 536 EXISTING STONE WALL 25" LIVE OAK (3) 50% CRZ 100% CRZ REMOVE EXISTING COMPACTED GRAVEL DRIVE AS NECESSARY MATERIAL STAGING & SPOILS PLACEMENT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A EXISTING WOOD FENCE TO BE REMOVED 5' BUILDING LINE PROPERTY LINE N 31°22'32"E 153.16' (N 31°28'E 153.3') 19" ELM TO BE REMOVED EXISTING WOOD FENCE DUMPSTER 537.71' EXISTING PAVED DRIVEWAY (194 SQ FT IMPERVIOUS COVER) I E N L G N D L U B I I ' 5 2 538 539 I E N L Y T R E P O R P ' 4 6 . 1 6 , E ' ' ' 5 4 3 4 ° 8 5 N DRAWN BY CP, MB, LK SET ISSUE EXISTING CONCRETE DRIVE 12.10.2021: HISTORIC REVIEW 26" LIVE OAK 50% CRZ 100% CRZ TREE PROTECTION FENCING REVISIONS REV ID REV NAME DATE TRUE NORTH 1 SITE PLAN: DEMOLITION SCALE: 1/8" = 1'-0" SHEET TITLE SITE PLAN: DEMOLITION A0.2 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 SITE CALCULATIONS TREE NOTES IMPERVIOUS COVER CALCULATIONS FLOOR TO AREA RATIO (FAR) CALCULATIONS THE FOLLOWING MAY NOT BE PLACED WITHIN THE 1/2 CRZs: ALLOWABLE I.C. (@45%) EXISTING I.C. = 4,040 SQ FT = 1,994 SQ FT ALLOWABLE FAR (@40%) EXISTING FAR = 3,591 SQ FT = 1,623 SQ FT AVAILABLE FAR = 1,968 SQ FT PROPOSED FAR PRIMARY ADDITION L2 ADDITION TOTAL = 609 SQ FT = 875 SQ FT = 1,484 SQ FT REMAINING FAR = 484 SQ FT -ACCESS ROUTES -MATERIAL STAGING -DUMPSTER -SPOILS PLACEMENT -PORTABLE TOILET -CONCRETE WASHOUT -PAINT WASHOUT THE FOLLOWING MAY NOT BE PLACED WITHIN THE FULL CRZs: AVAILABLE FOR HOME RENOVATION & ADDITION NOTE REFER TO ORIGINAL SURVEY "02B00921" DONE BY ALL POINTS SURVEYING ON MARCH 9TH OF 2021 OF EXISTING SITE FOR EXACT MEASUREMENTS AND LOCATIONS OF PROPERTY LINES, UTILITIES, CONTOURS, LANDSCAPING AND ELEVATIONS REMAINING I.C. = 914 SQ FT AVAILABLE FOR ADDITIONAL SITE IMPROVEMENTS, HOME RENOVATION & ADDITION MINUS EXIST WOOD DECK MINUS EXIST WOOD STEPS MINUS EXIST STONE PATIO MINUS EXIST STONE WALK = 160 SQ FT = 14 SQ FT = 286 SQ FT = 165 SQ FT AVAILABLE I.C. = 2,671 SQ FT PROPOSED IMPERVIOUS COVER PRIMARY ADDITION CARPORT GARDEN SHED SCREEN PORCH REAR DECK (COVERED) (50%) REAR DECK (UNCOVERED) (50%) POOL WATER AREA POOL COPING PAVED PARKING STRIPS A/C PAD (50%) POOL EQUIPMENT PAD (50%) TOTAL = 609 SQ FT = 270 SQ FT = 98 SQ FT = 157 SQ FT = 82 SQ FT = 418 SQ FT = 85 SQ FT = 41 SQ FT = 82 SQ FT = 4.5 SQ FT = 9 SQ FT = 1,757 SQ FT EXTENTS OF NEW ADDITION TREE PROTECTION FENCING 8" OF MULCH FOR TREE PROTECTION 533.16' 532.22' 533.65' 534.83' TREE PROTECTION FENCING WATER METER S 31°04'59"W 123.09' (S 31°28'W 123.3') 18" TREE PROPERTY LINE PORTABLE TOILET 533.12' 535 532 533 534 535 COVERED PORCH A: 82.36 sf SCREEN PORCH A: 157.48 sf 536 EXISTING STONE WALL 5'-0" BUILDING LINE NEW WOOD DECK A: 417.86 sf 18" TREE CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A 536 537 I E N L G N D L U B I I ' 5 2 538 539 25" LIVE OAK (3) 50% CRZ 100% CRZ REQUIRED PARKING STRIP 537 I E N L Y T R E P O R P ' 4 6 . 1 6 , E ' ' ' 5 4 3 4 ° 8 5 N MATERIAL STAGING & SPOILS PLACEMENT T E E R T S H T 1 1 . W EXISTING CONCRETE DRIVE DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW 26" LIVE OAK 50% CRZ 100% CRZ TREE PROTECTION FENCING REVISIONS REV ID REV NAME DATE SHED A: 97.53 sf PARKING SPOT #1 CARPORT A: 269.86 sf PARKING SPOT #2 " 0 - ' 3 " 0 - ' 2 " 0 - ' 3 5' BUILDING LINE PROPERTY LINE 539.05'A.A.G. HIG 539.05'A.A.G. HIG H P H P OINT OINT 534.72' 534.50' S 31°16'18"W 30.28' (S 31°28'W 30.5') 534.17' PROPERTY LINE PROPERTY LINE 534 533 PLUNGE POOL A: 41 SF COPING EDGE I E N L G N D L U B I I ' 0 1 10'-0" BUILDING LINE 16" TREE 5 3 4 . 8 ' L O W P O I N T A . A . G . TREE PROTECTION FENCING L1 ADDITION A: 608.69 sf 535 536 537 538 539 100% CRZ 100% CRZ ' 7 3 . ' 1 4 E " 2 4 6 2 ° 9 5 S ) ' 7 6 . ' 1 4 E 5 1 ° 9 5 S ( I E N L Y T R E P O R P 50% CRZ 50% CRZ I E N L G N D L U B I I ' 0 1 24" CEDAR 539.59' 539.20' UNIDENTIFIED EXISTING TREES <19" PROTECT AND PRESERVE ALL EXISTING TREES ON SITE U.N.O. 40'-0" TENT C 539.50' TENT C 540.05' N 31°22'32"E 153.16' (N 31°28'E 153.3') EXISTING WOOD FENCE TENT A & B 539.24' DUMPSTER 537.71' EXISTING PAVED DRIVEWAY (194 SQ FT IMPERVIOUS COVER) 40'-0" TENT B 40'-0" TENT A 1 SITE PLAN: ARCHITECTURAL SCALE: 1/8" = 1'-0" TRUE NORTH SHEET TITLE SITE PLAN: ARCHITECTURAL A0.3 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 2'-6" 20'-101/4" " 2 / 1 1 1 - ' 1 PRESERVE AND PROTECT INTERIOR FINISH THROUGHOUT PATCH AND REPAIR AS NECESSARY 7'-51/2" 2'-03/4" REMOVE EXTERIOR FINISH AND FRAMING TO ACCOMMODATE NEW OPENINGS REMOVE EXTERIOR FINISH AND FRAMING TO ACCOMMODATE NEW OPENINGS REMOVE EXISTING WINDOW, TYP. REMOVE EXISTING DOOR AND HARDWARE REMOVE EXISTING WOOD DECK AND FRAMING REMOVE EXISTING WOOD STEPS AND FRAMING REMOVE EXTERIOR FINISH AND FRAMING REMOVE EXTERIOR FINISH REMOVE EXISTING WINDOW, TYP. REMOVE EXISTING MILLWORK REMOVE EXISTING FINISH AND FRAMING, TYP. REMOVE EXISTING DOOR AND HARDWARE REMOVE EXISTING PLUMBING FIXTUR, TYP. REMOVE EXISTING WINDOW, TYP. REMOVE EXISTING STONE WALK REMOVE EXISTING DOOR AND HARDWARE REMOVE EXISTING WOOD COLUMNS - CONTRACTOR TO PROVIDE TEMPORARY SHORING, TYP. REMOVE EXISTING WINDOW, TYP. REMOVE EXISTING FINISH AND FRAMING, TYP. REMOVE EXTERIOR FINISH AND FRAMING TO ACCOMMODATE NEW OPENINGS DEMO PORTION OF EXISTING STONE WALL - CONTRACTOR TO COORDINATE WITH LIMITS OF NEW CONSTRUCTION CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE DEMOLITION PLAN: FIRST FLOOR A0.4 GSPublisherVersion 519.59.62.7 NORTH 1 DEMOLITION PLAN: FIRST FLOOR SCALE: 1/4" = 1'-0" Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES 2 . 3 A / 2 15'-11/2" 9'-01/2" 1 . 3 A / 2 13'-81/2" PLUNGE POOL 12'-7" x 10' 2/A2.1 91'-101/4" 30'-71/4" C 22'-03/4" 14'-111/4" 10'-63/4" 11'-83/4" 6'-6" 3'-10" POOL EQUIPMENT BELOW AC BELOW BACK PORCH 42'-9" x 22'-4" NEW GUARDRAIL BY OTHERS; 36" TYP. SCREEN #DrgID #LayID C OUTDOOR KITCHEN (10'-9" LONG) DOWNSPOUT W3 W3 W2 D18 D3 UP COVERED PORCH 7'-8" x 10'-7" DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION D 10 A5.1 B A C SCREEN PORCH 14'-11" x 10'-7" DOWNSPOUT LINE OF ROOF OVERHEAD " 8 - ' 0 1 " 4 / 3 9 - ' 1 1 " 4 / 3 8 - ' 4 " 4 / 1 5 - ' 6 1 " 1 - ' 8 2 . 2 A / 1 1/A3.2 1/A3.3 1/A3.1 DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION NEW RAISED PLANTER, 30" MAX BELOW DECK W6 " 4 / 3 8 - ' 1 5 C " 2 / 1 0 - ' 2 W7 W5 FFE = -6" ADDITION FIRST FLOOR D8 D6 " 4 / 1 0 - ' 4 LINEN PRIMARY CL TILE 6'-7" x 11'-4" D11 PRIMARY BATH TILE 9'-8" x 11'-4" C 25% CRZ A 19" ELM D10 D 1 A5.1 B C D9 " 4 / 1 0 1 - ' 3 " 2 / 1 8 - ' 2 D 6 A5.1 B A C D7 CL 8'-4" x 3'-3" " 1 - ' 8 EXISTING 18" TREE W4 LINE OF ROOF OVERHEAD 4 D UTILITY TILE 5'-6" x 6'-4" WC TILE 8'-3" x 6'-6" BATH TILE 8'-7" x 8'-8" #DrgID #LayID C W11 DESK CL DEN WOOD 11'-5" x 11'-6" LIVING WOOD 13' x 12'-8" DINING WOOD 10'-3" x 12'-8" KITCHEN NOT IN SCOPE I I G N L E C F O E N L I CL CL I I G N L E C F O E N L I PANTRY D1 2'-03/4" 3'-3" LINE OF SOFFIT LINE OF SOFFIT FFE = 0" EXIST. FIRST FLOOR D5 I I G N L E C F O E N L I " 4 / 3 6 - ' 1 BATH TILE 5'-6" x 11'-4" CL 4'-9" x 5'-11" D19 GARDEN SHED BRUSHED CONCRETE 7'-4" x 13' ENTRY PORCH 8'-9" x 13'-9" W1 CARPORT BRUSHED CONCRETE 19'-3" x 15'-1" EXIST. STONE WALL LINE OF ROOF OVERHEAD 8'-83/4" 3'-63/4" 3'-83/4" 3'-2" 6'-10" 8'-13/4" 3'-93/4" 5'-23/4" 4'-6" 3'-51/2" 1'-111/4" 7'-8" 2'-31/2" 5'-0" 7'-41/2" 10'-71/4" W9 C 2'-0" 17'-31/2" W10 LINE OF ROOF OVERHEAD C 25'-13/4" C C C C 91'-10" 1'-21/2" 2'-7" C 38'-8" 1 . 3 A / 2 2 . 3 A / 2 1/A2.1 W8 PRIMARY BED WOOD 18'-7" x 11'-11" WOOD STAIR OFFICE/BED 2 WOOD 15'-5" x 11'-11" OFFICE/BED 1 WOOD 12'-7" x 11'-4" MEDIA ROOM WOOD 16'-1" x 11'-4" CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW " 2 / 1 8 - ' 0 1 C " 4 / 1 6 - ' 2 1 " 3 - ' 6 " 4 / 3 0 1 - ' 1 C " 4 / 3 7 - ' 5 1 C " 4 / 3 9 - ' 5 " 4 / 1 0 - ' 2 5 1/A3.2 2 . 2 A / 2 1/A3.3 1/A3.1 DASHED LINE REPRESENTS EXTENTS OF NEW CARPORT REVISIONS REV ID REV NAME DATE SHEET TITLE PLAN: FIRST FLOOR A1.0 NORTH 1 PLAN: FIRST FLOOR SCALE: 1/4" = 1'-0" Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 1 . 3 A / 2 2 . 3 A / 2 44'-51/4" 2/A2.1 13'-81/2" 30'-83/4" 8'-43/4" C 2'-73/4" 11'-111/2" C 5'-10" C 6'-31/2" " 6 DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION 2'-0" TYP. " 6 OPEN ENDED GUTTER, EXTEND 6" OPEN ENDED GUTTER, EXTEND 6" T.O EXISTING RIDGE MATCH 8:12 MATCH EXIST 8:12 MATCH EXIST GUTTER DASHED LINE OF FRAMED WALL BELOW NEW STANDING SEAM METAL ROOF TO MATCH EXSITING 4" TYP. GUTTER TO INTERNAL DRAIN EXISTING STANDING SEAM METAL ROOF EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE T.O EXISTING RIDGE V.I.F. G N I T S X E I E P O L S G N I T S X E I E P O L S T.O EXISTING RIDGE V.I.F. EXISTING STANDING SEAM METAL ROOF LINE OF ROOF OVERHEAD INTERNAL DRAIN W12 W18 D16 NEW STANDING SEAM METAL ROOF TO MATCH EXSITING T.O RIDGE 14'-0" " 2 - ' 1 2 W17 EXISTING SLOPE EXISTING SLOPE GUTTER N G L A I 2 1 : 8 E P O L S 2 1 8 : E P O L S DEN CARPET 9'-2" x 16'-9" FFE = 10'-6" BED 4 CARPET 11'-8" x 15' D17 CL 5 D15 CL 4 " 4 / 3 8 - ' 7 NEW STANDING SEAM METAL ROOF TO MATCH EXSITING MATCH EXISTING SLOPE T.O EXISTING RIDGE MATCH MATCH EXISTING SLOPE DASHED LINE REPRESENTS EXTENTS OF NEW CARPORT OPEN ENDED GUTTER, EXTEND 2' DASHED LINE OF COLUMN BELOW " 0 - ' 2 DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION W13 D12 CL 3 D13 BED 3 CARPET 13' x 15'-6" N E N L I D14 BATH 3 TILE 5'-1" x 11'-2" A D #DrgID #LayID B C D #DrgID #LayID B A C W15 4.5:12 SLOPE 2 . 2 A / 1 1/A3.2 " 4 / 3 8 - ' 4 " 2 - ' 1 2 W14 " 4 / 1 5 - ' 6 1 C " 4 / 1 9 - ' 3 " 4 / 3 7 - ' 7 1/A3.3 1/A3.1 4.5:12 SLOPE NEW STANDING SEAM METAL ROOF TO MATCH EXSITING T.O RIDGE 13'-9 1/2" W16 6'-4" C LINE OF ROOF OVERHEAD 13'-103/4" 19'-0" 1 . 3 A / 2 13'-0" 5'-13/4" 7'-31/4" 25'-51/4" 44'-51/4" 2 . 3 A / 2 1/A2.1 1/A3.2 2 . 2 A / 2 1/A3.3 1/A3.1 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE PLAN: SECOND FLOOR A1.1 GSPublisherVersion 519.59.62.7 NORTH 1 PLAN: SECOND FLOOR SCALE: 1/4" = 1'-0" Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES 1 . 3 A / 2 2 . 3 A / 2 DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION 4" TYP. " 0 - ' 2 . P Y T DASHED LINE OF FRAMED WALL BELOW 4" TYP. NEW STANDING SEAM METAL ROOF TO MATCH EXSITING T.O RIDGE 23'-7 1/4" 2 1 : 6 E P O L S 2 1 6 : E P O L S SEE A1.1 FOR LOWER ROOF PLAN 1/A3.2 1/A3.3 1/A3.1 OPEN ENDED GUTTER, EXTEND 2' 2'-0" " 0 - ' 2 . P Y T NEW STANDING SEAM METAL ROOF TO MATCH EXSITING SEE A1.1 FOR LOWER ROOF PLAN T.O RIDGE 13'-0 1/2" T.O RIDGE 24'--9 1/2" 2 1 : 6 E P O L S 2 1 6 : E P O L S OPEN ENDED GUTTER, EXTEND 2' DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION 2'-0" SEE A1.1 FOR LOWER ROOF PLAN 4" TYP. " 0 - ' 2 . P Y T 1 . 3 A / 2 2 . 3 A / 2 GSPublisherVersion 519.59.62.7 DASHED LINE REPRESENTS EXTENTS OF NEW ADDITION T.O EXISTING RIDGE MATCH T.O EXISTING RIDGE V.I.F. T.O EXISTING RIDGE V.I.F. SEE A1.1 FOR LOWER ROOF PLAN CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW 1/A3.2 1/A3.3 1/A3.1 DASHED LINE REPRESENTS EXTENTS OF NEW CARPORT REVISIONS REV ID REV NAME DATE SHEET TITLE PLAN: ROOF A1.2 NORTH 1 PLAN: ROOF SCALE: 1/4" = 1'-0" Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES ALL SWITCHES AND OUTLETS MUST BE IN COMPLIANCE WITH CITY OF AUSTIN VISITABILITY CODE ORDINANCE NO 20140130-021 - 320.4: R320.4 Visitable light switches, receptacles, and environmental controls. The first floor of a visitable dwelling must meet the following requirements: 1. Light switches and environmental controls must be no higher than 48 inches above the interior floor level. 2. Outlets and receptacles must be a minimum of 15 inches above interior floor level, except for floor outlets and receptacles. A-1 XX XX PAINTED GYP BD +9'-0" A.F.F. A-1 J-1 XX XX XX A-1 S A-1 XX XX C DOOR A-1 XX C DOOR XX XX C VANITY B-1 A-1 3'-0" TYP. H-1 " 0 - ' 3 . P Y T 3'-63/4" EQ. EQ. 1'-7" A-1 S A-1 A-1 XX A-1 XX " 0 - ' 3 . P Y T S A-1 3'-0" TYP. . Q E J-1 XX A-1 A-1 A-1 PAINTED GYP BD +9'-0" A.F.F. . Q E PAINTED GYP BD +9'-0" A.F.F. A-1 A-1 XX XX XX XX A-1 A-1 2 RCP: SECOND FLOOR SCALE: 1/4" = 1'-0" A-1 A-1 " 0 - ' 3 . P Y T C SHOWER A-2 A-1 A-1 A-1 C STAIR 5'-91/4" 5'-91/4" 5'-91/4" 5'-91/4" PAINTED GYP BD +9'-0" A.F.F. PAINTED GYP BD +8'-6" A.F.F. XX XX C OPENING A-1 A-1 A-1 . Q E . Q E XX XX A-3 C S WINDOW C DOOR PAINTED GYP BD +9'-0" A.F.F. XX " 0 - ' 3 . P Y T C STAIR XX " 0 - ' 3 . P Y T A-1 A-1 A-1 J-1 XX S A-1 C DOOR XX A-1 S J-1 PAINTED GYP BD +9'-0" A.F.F. A-1 XX A-1 A-1 A-1 A-1 A-1 3'-0" TYP. EQ. EQ. XX XX C DOOR A-1 3'-0" TYP. XX A-1 C DOOR XX XX XX A-1 PAINTED GYP BD +9'-0" A.F.F. B-1 A-1 B-1 A-2 C SHOWER A-1 XX A-1 C DOOR A-1 A-1 C DOOR XX XX XX A-1 H-1 A-5 A-5 T&G WD. SOFFIT 8:12 SLOPE " 0 - ' 2 . P Y T T&G WD. SOFFIT 8:12 SLOPE A-5 2'-0" TYP. E G D R I D-1 XX . Q E . Q E A-5 C DOOR A-5 A-5 3'-0" TYP. C WINDOW C DOOR XX XX XX E G D R I D-1 NOT IN SCOPE C OPENING C OPENING A-3 A-1 A-1 A-1 A-1 " 0 - ' 3 . P Y T XX PAINTED GYP BD +8'-0" A.F.F. XX XX XX 3'-0" TYP. S J-1 A-1 PAINTED GYP BD +8'-0" A.F.F. XX XX NOT IN SCOPE C DOOR A-5 A-1 A-1 NOT IN SCOPE A-1 A-1 A-1 " 0 - ' 3 . P Y T XX PAINTED GYP BD +8'-0" A.F.F. XX XX J-1 C WINDOW A-5 NOT IN SCOPE A-1 A-1 " 0 - ' 3 . P Y T A-1 A-1 A-1 3'-0" TYP. EQ. EQ. 3'-0" TYP. T&G WD. SOFFIT +8'-0" A.F.F. A-5 " 0 - ' 4 " 0 - ' 4 C DOOR A-5 A-5 EQ. EQ. A-5 10. ALL SWITCH PLATES & WALL PLATES TO BE SELECTED BY OWNER & ARCH. LIGHTING LEGEND 01 SWITCH # WALL WASHER SQUARE WALL WASHER SURFACE MOUNTED FIXTURE PENDANT WALL SCONCE IN-GROUND UPLIGHT RECESSED CAN LIGHT RECESSED SQUARE CAN LIGHT (LINE UP W/ T&G CEILING) PIN HOLE RECESSED LIGHT FIXTURE STEP LIGHT FAN/LIGHT COMBO CHANDELIER PENDANT TRACK LIGHTING SYSTEM CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT CEILING MOUNTED FLUORESCENT SEAL EXTERIOR SPOT LIGHT CONTINUOUS LINEAR LIGHTING LL LANDSCAPE LIGHT CIRCUIT RECESSED CEILING EXHAUST FAN MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. CEILING FAN GARAGE DOOR OPENER PROJECT RECESSED WALL MOUNTED SPEAKERS CEILING MOUNTED SPEAKERS DOOR BELL SMOKE, HEAT OR IONIZATION DETECTOR CARBON MONOXIDE DETECTOR THERMOSTAT B S C T PTD. GYP. BD. 0" A.F.F. CEILING HEIGHT AND MATERIAL CALL OUT SOFFIT-MOUNTED CAMERA RCP NOTES 1. CEILING DEVICES AND LIGHTS SHOWN FOR LOCATION AND COORDINATION. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR INFORMATION ON ACTUAL CEILING DEVICES AND LIGHTS. 2. COORDINATE ALL WORK WITH OTHER TRADES. REFER TO THE MECHANICAL AND ELECTRICAL DRAWINGS AS REQUIRED. 3. DIMENSIONS INDICATED ON THE REFLECTED CEILING PLAN ARE TO THE FACE OF STUD AND TO THE GRIDLINE OR CENTERLINE OF THE GRID TEE OR LIGHT FIXTURE, ETC. 4. VERIFY & COORDINATE ALL OUTLETS & SWITCHES WITH CASEWORK. 5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLARIFICATION WITH ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 6. LIGHT FIXTURES TO BE CENTERED IN SOFFITS AND CEILING TILES UNLESS NOTED OTHERWISE. 7. REFER TO ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE AND ADDITIONAL INFORMATION. 8. SCHEDULE WALK THRU & VERIFY LOCATIONS OF ALL ELECT. FIXTURE, OUTLET, PANEL, CABLE DATA, SMOKE DETECTOR SWITCH, ETC. W/ OWNER & ARCH. IN FIELD FOR FINAL APPROVAL. 9. ALL FIXTURES TO BE ALIGNED & SPACED AS SHOWN, PLAN FRAMING AS REQ'D. 11. ALL SWITCHES, EXCEPT IN MECH. AREAS TO BE DIMMABLE. 12. ALL SWITCH PLATES TO BE MOUNTED AT 42" A.F.F. U.N.O. VERIFY WITH CONTRACTOR & OWNER. 13. PROVIDE OWNER WITH ALL MANUF. INSTRUCTIONS. 14. CONTRACTOR TO PROVIDE GFI OUTLETS AT ALL WET AREAS AS REQUIRED BY CODE. 15. SWITCHES TO BE GANGED. 16. FOR EACH FIXTURE PROVIDE ALL NECESSARY PARTS (I.E. TRANSFORMERS, TRIM, LEADS, LAMPS, FITTINGS). 17. CONTRACTOR TO COORDINATE SECURITY/MEDIA/SOUND & COMPUTER SYSTEMS W/OWNER. CONTRACTOR TO PROVIDE NECESSARY ELECTRICAL CONNECTIONS PER OWNER'S CONSULTANT. 18. EACH FIXTURE TO BE SUITABLE FOR INTENDED LOC. & INSTALLATION CONDITION, I.E. INSULATED CEILING, ADJUSTABLE CAN IN SLOPED CEILING, SAME TRIM SIZE/STYLE IN EACH SPACE OR CIRCUIT ETC. H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE A1.4 1 RCP: FIRST FLOOR SCALE: 1/4" = 1'-0" Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES LIGHTING SCHEDULE KEY TYPE A-1 A-2 A-3 A-5 B-1 D-1 H-1 J-1 EXHAUST FAN CEILING FAN WC EXHAUST FANS CEILING FAN - INTERIOR LIGHTING SCHEDULE LOCATION DESCRIPTION SIZE MANUFACTURER MODEL / MODEL # TRIM / FINISH NOTES / REMARKS RECESSED CAN RECESSED CAN: WET RATED RECESSED CAN: DIRECTIONAL RECESSED CAN: SQUARE GENERAL DOWNLIGHT, THROUGHOUT GENERAL DOWNLIGHT, THROUGHOUT GENERAL DOWNLIGHT, DIRECTIONAL WOOD CEILING - EXTERIOR 3000K, 800LM, ROUND REFLECTOR W/ ROUND APERTURE 3000K, 800LM, ROUND REFLECTOR W/ ROUND APERTURE 3000K, 800LM, ROUND ADJUSTABLE CONE 3000K, 800LM, SQUARE REFLECTOR W/ SQUARE APERTURE 4" (ROUND) 4" (ROUND) 2" (ROUND) 4" (SQUARE) NORA LIGHTING NORA LIGHTING NORA LIGHTING NORA LIGHTING IOLITE/NIO-4RNDC-30X-WW IOLITE/NIO-4RNDC-30X-WW IOLITE/NIOB-2RC-30X-WW IOLITE/NIO-4SNDSQ-30X-BZ WALL SCONCE: INTERIOR RATED WALL MOUNTED - BATHS LED BULB NOT INCLUDED, 60 WATT 22.5"H X 5"W WORLEY'S LIGHTING PEBBLE DOUBLE SCONCE 18" WHITE WHITE WHITE BRONZE CORNSILK OAK/MATTE BLACK/FROSTED BULB DECORATIVE PENDANT FIXTURE CEILING MOUNTED - DINING 3000K, 95+ CRI, REMOTE, DIRECT CEILING MOUNT 75" L JUNIPER THIN MULTIPLES DYAD HORIZONTAL BLACK OXIDE 19. ELECTRICIAN TO USE I.C. OR NON I.C. FIXTURE KITS AS REQUIRED. SHEET TITLE VERIFY HEIGHT W/ ARCHITECT IN FIELD SEGMENT LENGTH: 36"; 2 CONNECTED SECTIONS 20. ALL LIGHT FIXTURES LOCATED IN WET LOC. & CLOSETS SHALL HAVE WET- RATED LENS COVER & COMPLY W/ CODE REQUIREMENTS. 21. PROVIDE CORRECT HOUSING/PLATFORM FOR EACH RECESSED FIXTURE ACCORDING TO MANUF. 22. ALL FLUORESCENT LIGHTS TO BE WARM WHITE UNLESS OTHERWISE NOTED. RCP: FIRST & SECOND FLOORS 52" PANASONIC THE MODERN FAN CO WHISPER GREEN FAN ONLY CIRRUS DC/#CIR-BA-50-AL-355 WHITE BRUSHED ALUMINUM GSPublisherVersion 519.59.62.7 ALL SWITCHES AND OUTLETS MUST BE IN COMPLIANCE WITH CITY OF AUSTIN VISITABILITY CODE ORDINANCE NO 20140130-021 - 320.4: R320.4 Visitable light switches, receptacles, and environmental controls. The first floor of a visitable dwelling must meet the following requirements: 1. Light switches and environmental controls must be no higher than 48 inches above the interior floor level. 2. Outlets and receptacles must be a minimum of 15 inches above interior floor level, except for floor outlets and receptacles. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES AND RELOCATE AS REQUIRED I F G C I GROUND FAULT INTERRUPTER IN CABINET C U P P A I F G P W 0 2 2 # ELECTRICAL LEGEND DUPLEX CEILING RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE UNDERCOUNTER RECEPTACLE APPLIANCE RECEPTACLE GROUND FAULT INTERRUPTER WATER PROOF 220 VOLT RECEPTACLE SWITCHED DUPLEX RECEPTACLE TELEPHONE OUTLET DATA OUTLET TELEPHONE/DATA OUTLET SURFACE MOUNTED PANELBOARD ELECTRICAL MAIN DUPLEX FLOOR RECEPTACLE SEAL CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. V T TELEVISION OUTLET PROJECT CL 3 BED 3 CARPET 13' x 15'-6" D E B N E E U Q 42" GFI BATH 3 TILE 5'-1" x 11'-2" PLUNGE POOL 12'-7" x 10' T.O RIDGE 13'-9 1/2" DEN CARPET 9'-2" x 16'-9" BED 4 CARPET 11'-8" x 15' T V CL 5 CL 4 BACK PORCH 42'-9" x 22'-4" 2 ELECTRICAL PLAN: SECOND FLOOR SCALE: 1/4" = 1'-0" COVERED PORCH 7'-8" x 10'-7" SCREEN PORCH 14'-11" x 10'-7" WP C WP WP SOFFIT MOUNTED RECEPTACLE; COORDINATE IN FIELD DEN WOOD 11'-5" x 11'-6" LIVING WOOD 13' x 12'-8" DINING WOOD 10'-3" x 12'-8" KITCHEN NOT IN SCOPE RELOCATE EXISTING OUTLET HERE WP PRIMARY BED WOOD 18'-7" x 11'-11" KING BED OFFICE/BED 2 WOOD 15'-5" x 11'-11" V T D E B N E E U Q I F G 220 I F G UTILITY TILE 5'-6" x 6'-4" WC TILE 8'-3" x 6'-6" OFFICE/BED 1 WOOD 12'-7" x 11'-4" QUEEN BED T V NOT IN SCOPE BATH TILE 5'-6" x 11'-4" BATH TILE 8'-7" x 8'-8" GFI GFI GFI CL CL 4'-9" x 5'-11" CL 8'-4" x 3'-3" SOFFIT MOUNTED RECEPTACLE; COORDINATE IN FIELD FUTURE CAR CHARGE PRIMARY CL TILE 6'-7" x 11'-4" PRIMARY BATH TILE 9'-8" x 11'-4" 42" GFI G I42" F PANTRY TV ENTRY PORCH 8'-9" x 13'-9" CL CL NOT IN SCOPE MEDIA ROOM WOOD 16'-1" x 11'-4" TV G F I P W GARDEN SHED BRUSHED CONCRETE 7'-4" x 13' G F I P W CARPORT BRUSHED CONCRETE 19'-3" x 15'-1" 1 ELECTRICAL PLAN: FIRST FLOOR SCALE: 1/4" = 1'-0" H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE ELECTRICAL PLAN: FIRST FLOOR A1.8 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 40'-0" TENT A 40'-0" TENT B METAL PANEL, M-1 METAL FASICA TO MATCH STANDING SEAM METAL ROOF NEW STANDING SEAM METAL ROOF TO MATCH EXISTING EXISTING WOOD SIDING TO REMAIN HARDIE FASCIA TO MATCH ROOFING HARDIE PANEL, S-1 BRAKE METAL WRAP IN ALL COLUMN/CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS NOTE GRAY FILL INDICATES EXISTING TO REMAIN MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT 38'-51/2" TENT C NEW STANDING SEAM METAL ROOF TO MATCH EXISTING +25'-10 1/2" T.O. RIDGE HARDIE FASCIA TO MATCH ROOFING +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE NEW GUARDRAIL BY OTHERS, 36" TYP. BRAKE METAL WRAP IN ALL COLUMN/CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS WOOD DECK STRUCTURE; REF. STRUCTURAL HARDIE PANEL, S-1 45º 3 ' - 0 " (REF. 538.95') +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR TENT C STARTING POINT = 539.5' A.A.G = 536.9' CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT K C A B T E S R A E R " 0 - ' 5 1 H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A 2 EAST ELEVATION SCALE: 1/4" = 1'-0" DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE E N I L G N D L I U B I +25'-10 1/2" T.O. RIDGE +19'-6" T.O. L2 PLATE I I T H G N D L U B X A M A O C " 0 - ' 2 3 +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE STEEL COLUMN NEW WOOD DECK A/C BELOW DECK POOL EQUIPMENT BELOW DECK NEW POOL BRAKE METAL WRAP IN ALL COLUMN/ CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS 40'-0" TENT B 40'-0" TENT A NEW STANDING SEAM METAL ROOF TO MATCH EXISTING HARDIE FASCIA TO MATCH ROOFING HARDIE PANEL, S-1 NEW STANDING SEAM METAL ROOF TO MATCH EXISTING EXISTING WOOD SIDING TO REMAIN EXISTING FASCIA TO REMAIN EXISTING METAL ROOF TO REMAIN METAL FASICA TO MATCH ROOFING DASHED LINE OF FOUNDATION FOR NEW ADDITION BEYOND METAL PANEL, M-1 BRAKE METAL WRAP IN ALL COLUMN/CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS BRAKE METAL WRAP IN ALL COLUMN/CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS EXISTING WOOD SIDING TO REMAIN NEW STEEL COLUMNS SHEET TITLE EXTERIOR ELEVATIONS (REF. 538.95') +0'-6" L1 EXIST. FIN. FLOOR A2.1 1 WEST ELEVATION SCALE: 1/4" = 1'-0" Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES I E N L G N D L U B I I I I . T H G N D L U B X A M A O C " 0 - ' 2 3 EXISTING METAL ROOF TO REMAIN EXISTING FASCIA TO REMAIN EXISTING WOOD SIDING TO REMAIN A.A.G = 536.9' BRAKE METAL WRAP IN ALL COLUMN/ CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS METAL PANEL, M-1, INFILL IN METAL FRAME 38'-5" TENT C NEW STANDING SEAM METAL ROOF TO MATCH EXISTING 45º HARDIE PANEL, S-1 HARDIE FASCIA TO MATCH ROOFING HARDIE FASCIA TO MATCH ROOFING HARDIE PANEL, S-1 TENT C STARTING POINT = 539.5' A.A.G = 536.9' 0'-0" L1 ADDITION FIN. FLOOR K C A B T E S R A E R " 0 - ' 5 1 GSPublisherVersion 519.59.62.7 NEW STANDING SEAM METAL ROOF TO MATCH EXISTING HARDIE FASCIA TO MATCH ROOFING EXISTING FASCIA TO REMAIN HARDIE PANEL, S-1 EXISTING METAL ROOF TO REMAIN NEW STANDING SEAM METAL ROOF TO MATCH EXISTING HARDIE FASCIA TO MATCH ROOFING EXISTING WOOD SIDING TO REMAIN METAL PANEL, M-1 NEW STEEL COLUMN NEW STEEL COLUMNS EXISTING WOOD SIDING TO REMAIN METAL PANEL, M-1 INFILL IN METAL FRAME BRAKE METAL WRAP IN ALL COLUMN/CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS E N I L Y T R E P O R P 45º EXISTING METAL ROOF TO REMAIN NEW STANDING SEAM METAL ROOF TO MATCH EXISTING HARDIE FASCIA TO MATCH ROOFING EXISTING FASCIA TO REMAIN HARDIE PANEL, S-1 NOTE GRAY FILL INDICATES EXISTING TO REMAIN MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT +25'-10 1/2" T.O. RIDGE +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE E N I L Y T R E P O R P 45º " 0 - ' 5 1 METAL PANEL, M-1 TENT A&B STARTING POINT = 540.05' (REF. 538.95') +0'-6" L1 EXIST. FIN. FLOOR A.A.G = 536.9' 2 SOUTH ELEVATION SCALE: 1/4" = 1'-0" . T H G D L B X A M A O C " 0 - ' 2 3 . T H G D L B X A M A O C " 0 - ' 2 3 HARDIE FASCIA TO MATCH ROOFING HARDIE PANEL, S-1 NEW STANDING SEAM METAL ROOF TO MATCH EXISTING 45º HARDIE FASCIA TO MATCH ROOFING +25'-10 1/2" T.O. RIDGE +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE E N I L Y T R E P O R P " 0 - ' 5 1 E N I L Y T R E P O R P " 0 - ' 5 1 HARDIE FASCIA TO MATCH ROOFING 45º TENT A&B STARTING POINT = 540.05' A.A.G = 536.9' BRAKE METAL WRAP IN ALL COLUMN/ CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS " 0 - ' 5 1 HARDIE FASCIA TO MATCH ROOFING EXISTING WOOD SIDING TO REMAIN STEEL COLUMN NEW GUARDRAIL BY OTHERS, 36" TYP. " 0 - ' 3 TENT C STARTING POINT = 539.5' NEW WOOD DECK STEEL COLUMN METAL PANEL, M-1 INFILL IN METAL FRAME BRAKE METAL WRAP IN ALL COLUMN/ CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS A2.2 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7 NEW POOL NEW RAISED PLANTER HARDIE PANEL, S-1 BRAKE METAL WRAP IN ALL COLUMN/CORNER WINDOW LOCATIONS, PTD TO MATCH WINDOWS NEW RAISED PLANTER; MAINTAIN 30" BELOW TOP OF DECK TENT C STARTING POINT = 539.5' (REF. 538.95') +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR A.A.G = 536.9' 1 NORTH ELEVATION SCALE: 1/4" = 1'-0" STAINED WOOD SOFFIT S-1: HARDIE PLANK LAP SIDING - GRAY SLATE M-1: MAC METAL VERSA SIDING - TITANIUM BLACK MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT EXISTING SIDING: PTD WOOD SHIPLAP METAL ROOF TO MATCH EXISTING S-1: HARDIE PLANK LAP SIDING COLOR: GRAY SLATE STAINED WOOD SOFFIT EXISTING METAL ROOF TO REMAIN EXISTING SIDING TO REMAIN M-1: MAC METAL VERSA SIDING CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS - HISTORIC REVIEW A2.3 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES 1 WEST ELEVATION - RENDERED SCALE: 1:2.50 GSPublisherVersion 519.59.62.7 STAINED WOOD SOFFIT S-1: HARDIE PLANK LAP SIDING - GRAY SLATE M-1: MAC METAL VERSA SIDING - TITANIUM BLACK MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT EXISTING SIDING: PTD WOOD SHIPLAP METAL ROOF TO MATCH EXISTING METAL ROOF TO MATCH EXISTING S-1: HARDIE PLANK LAP SIDING COLOR: GRAY SLATE EXISTING SIDING: PTD WOOD SHIPLAP EXISTING METAL ROOF TO REMAIN M-1: MAC METAL VERSA SIDING COLOR: TITANIUM BLACK 2 EAST ELEVATION - RENDERED SCALE: 1:2.50 EXISTING METAL ROOF TO REMAIN M-1: MAC METAL VERSA SIDING COLOR: TITANIUM BLACK METAL ROOF TO MATCH EXISTING S-1: HARDIE PLANK LAP SIDING COLOR: GRAY SLATE EXISTING SIDING: PTD WOOD SHIPLAP CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS - HISTORIC REVIEW A2.4 GSPublisherVersion 519.59.62.7 1 WEST ELEVATION - RENDERED SCALE: 1:2.50 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES STAINED WOOD SOFFIT S-1: HARDIE PLANK LAP SIDING - GRAY SLATE M-1: MAC METAL VERSA SIDING - TITANIUM BLACK EXISTING SIDING: PTD WOOD SHIPLAP METAL ROOF TO MATCH EXISTING S-1: HARDIE PLANK LAP SIDING COLOR: GRAY SLATE METAL ROOF TO MATCH EXISTING M-1: MAC METAL VERSA SIDING COLOR: TITANIUM BLACK S-1: HARDIE PLANK LAP SIDING COLOR: GRAY SLATE METAL ROOF TO MATCH EXISTING M-1: MAC METAL VERSA SIDING COLOR: TITANIUM BLACK MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT EXISTING SIDING: PTD WOOD SHIPLAP EXISTING METAL ROOF TO REMAIN M-1: MAC METAL VERSA SIDING COLOR: TITANIUM BLACK 2 SOUTH ELEVATION - RENDERED NOT TO SCALE METAL ROOF TO MATCH EXISTING CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS - HISTORIC REVIEW A2.5 GSPublisherVersion 519.59.62.7 1 NORTH ELEVATION - RENDERED NOT TO SCALE Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS - HISTORIC REVIEW A2.6 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES EXISTING PROPOSED GSPublisherVersion 519.59.62.7 MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS - HISTORIC REVIEW A2.7 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES EXISTING PROPOSED GSPublisherVersion 519.59.62.7 MATERIALS LEGEND M-1 12" WIDE VERTICAL METAL PANEL, FLAT PANEL; REF. SPEC (A0.01) S-1 HORIZONTAL HARDIE PANEL; REF. SPEC (A0.01) VE OPTION: S-2 VERTICAL HARDIE PANEL; REF. SPEC (A0.01) COORDINATE PAINT COLORS W/ OWNER AND ARCHITECT CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS - HISTORIC REVIEW A2.8 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES EXISTING PROPOSED GSPublisherVersion 519.59.62.7 BED 3 CL 3 PRIMARY CL PRIMARY BED POOL BY OTHERS +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE SEAL CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR 2 BUILDING SECTION B SCALE: 1/4" = 1'-0" +25'-10 1/2" T.O. RIDGE +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR 1 BUILDING SECTION A SCALE: 1/4" = 1'-0" H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE BUILDING SECTIONS A3.1 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES PRIMARY CL PRIMARY WC PRIMARY BATH GARDEN SHED CARPORT GSPublisherVersion 519.59.62.7 CL STAIR BACK PORCH POOL BEYOND EXISTING CEILING SLOPE BED 4 DEN KITCHEN (NOT IN SCOPE) OPEN TO ENTRY BEYOND DINING LIVING OPEN TO HALL BEYOND DEN OPEN TO HALL BEYOND " 6 - ' 8 HALLWAY TO ADDITION STAIR " 0 - ' 9 GSPublisherVersion 519.59.62.7 +25'-10 1/2" T.O. RIDGE +19'-6" T.O. L2 PLATE +25'-10 1/2" T.O. RIDGE +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE SEAL CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR 2 BUILDING SECTION D SCALE: 1/4" = 1'-0" H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE SHEET TITLE BUILDING SECTIONS A3.2 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR 1 BUILDING SECTION C SCALE: 1/4" = 1'-0" CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A +19'-6" T.O. L2 PLATE +10'-6" L2 FIN. FLOOR +9'-0" T.O. L1 PLATE DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW REVISIONS REV ID REV NAME DATE +0'-6" L1 EXIST. FIN. FLOOR 0'-0" L1 ADDITION FIN. FLOOR 1 BUILDING SECTION E SCALE: 1/4" = 1'-0" SHEET TITLE BUILDING SECTIONS A3.3 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES CL 4 CL 5 BATH 3 BED 3 DEN CARPORT GARDEN SHED CL PRIMARY BATH PRIMARY CL BATH CL " 0 - 9 OFFICE/BED2 GSPublisherVersion 519.59.62.7 2'-0" 6'-5" 5'-0" 5'-0" " 8 - ' 4 " 0 - ' 2 " 8 - ' 3 12'-8" 3'-0" 7'-0" 5'-0" 12'-8" 3'-0" 6'-0" " 8 - ' 4 " 8 - ' 4 " 8 - ' 4 " 8 - ' 4 " 8 - ' 4 " 8 - ' 2 " 0 - ' 2 W9 2'-0" W10 4'-8" W11 3'-0" W13 3'-4" W14 6'-0" W15 6'-0" 5'-0" 7'-5" 3'-7" 7'-1" 5'-43/16" 19'-0" 3'-0" " 8 - ' 4 " 8 - ' 4 " 8 - ' 6 " 8 - ' 6 " 8 - ' 4 " 8 - ' 4 W16 3'-4" 9'-3" W17 3'-4" W18 3'-4" 11'-9" W1 2'-0" W2 2'-0" W3 0" W3 4'-2" W4 0" W5 2'-0" W6 2'-0" W7 --6" 0" (FLUSH TO SILL) W8 --6" 0" (FLUSH TO SILL) " 0 - ' 2 ID SIZE (WxH) TYPE PROVIDE SAFETY GLASS IN ALL DOORS AND WHERE REQUIRED PER IRC R308.4 MATERIAL FINISH JAMB HEAD SILL GLAZING NOTES GLAZING NOTES : 1. WINDOWS #,# & # SHALL PROVIDE EMERGENCY ESCAPE AND RESCUE OPENINGS IN COMPLIANCE WITH IRC 2012 SECTION R310.1 2. GLAZING IN HAZARDOUS LOCATIONS TO BE TEMPERED SAFETY GLASS AS REQUIRED BY IRC 2012 SECTION R308.4 3. VERIFY ALL WINDOW DIMENSIONS IN FIELD PRIOR TO ORDERING, WITH PARTICULAR ATTENTION TO FLOOR-TO-CEILING, WALL-TO- WALL AND CORNER WINDOW CONFIGURATIONS. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL REQUIRED EGRESS WINDOWS. 2. CONTRACTOR TO VERIFY W/ MANUFACTURER EXACT SIZING OF CORNER WINDOWS REQUIRED FOR ROUGH OPENING. 3. CONTRACTOR TO VERIFY QUANTITY OF WINDOWS. W1 W2 W3 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 5'-0"×4'-8" 7'-5"×4'-8" 3'-7"×6'-8" 7'-1"×2'-6" 5'-43/16"×6'-8" 19'-0"×4'-8" 3'-0"×4'-8" 9'-3"×8'-0" 11'-9"×8'-0" 2'-0"×4'-8" 6'-5"×2'-0" 7'-733/64"×3'-8" 12'-8"×4'-8" 3'-0"×4'-8" 7'-0"×2'-0" 5'-0"×2'-0" 12'-8"×4'-8" 3'-0"×4'-8" 6'-0"×4'-8" ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED DARK BRONZE ANODIZED [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. CLEAR 1" INSUL. [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] [X / AX.X] ) T E K C O P ( EGRESS WINDOW FOR PRIMARY BED EGRESS WINDOW FOR OFFICE/BED 2 EGRESS WINDOW FOR BED 3 EGRESS WINDOW FOR BED 4 EGRESS WINDOW FOR BED 4 W12 3'-4" " 6 - ' 2 FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL " 0 - ' 8 " 0 - ' 6 " 0 - ' 2 MARK VORNBERG - TEXAS ARCHITECT REGISTRATION #17707 This document is incomplete and may not be used for regulatory approval, permitting, or construction. W9 2'-0" PROJECT H T 1 1 T S E W 2 1 7 1 T E E R T S H T 1 1 T S E W 2 1 7 1 3 0 7 8 7 X T , n i t s u A DRAWN BY CP, MB, LK SET ISSUE 12.10.2021: HISTORIC REVIEW *OPERATIONAL DIRECTION PER PLAN SWING POCKETING SWING GLASS SLIDER* 2-PANEL, OX LINE OF FINISH FLOOR DOOR TYPES ) T E K C O P ( ) T E K C O P ( POCKETING BI-PART DOOR SCHEDULE ID SIZE (WxH) LOCATION MATERIAL FINISH OPERATION DOOR TYPE HARDWARE *NO DOORS REQUIRE FIRE RATINGS, PROVIDE SAFETY GLAZING IN ALL DOORS AS PER IRC R308.4 REVISIONS LOCK HANDLE DETAILS NOTES REV ID REV NAME DATE GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL REQUIRED EGRESS DOORS. 2. CONTRACTOR TO VERIFY QUANTITY OF DOORS. GLAZING NOTES: 1. GLAZING IN HAZARDOUS LOCATIONS TO BE TEMPERED SAFETY GLASS AS REQUIRED BY IRC 2015 SECTION R308.4. 2. VERIFY ALL WINDOW & DOOR DIMENSIONS IN FIELD PRIOR TO ORDERING & FABRICATION WITH PARTICULAR ATTENTION TO FLOOR-TO-CEILING & WALL-TO-WALL CONFIGURATIONS. 3. PROVIDE EMERGENCY ESCAPE & RESCUE OPENINGS IN COMPLIANCE WITH IRC 2015 SECTION R310.1 WHERE REQUIRED. D1 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 3'-0"×6'-8" 8'-0"×6'-8" 6'-0"×6'-8" 2'-6"×6'-8" 6'-0"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 2'-4"×6'-8" 2'-6"×8'-0" 2'-6"×6'-8" 5'-0"×8'-0" 2'-6"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 9'-101/2"×6'-8" 4'-0"×7'-0" ENTRY PORCH SCREEN PORCH OFFICE/BED 1 OFFICE/BED 2 CL 2 PRIMARY BED PRIMARY BATH PRIMARY WC PRIMARY CLOSET BED 3 CL 3 BATH 3 CL 5 BED 4 CL 4 SCREEN PORCH GARDEN SHED ALUMINUM + GLASS ALUMINUM + GLASS - SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR SC WOOD INTERIOR - HOLLOW METAL FLUSH, PTD. PREFINISHED FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. FLUSH, PTD. PREFINISHED PREFINISHED SWING SLIDER DBL SWING SWING POCKET, BI-PART POCKET SWING POCKET SWING POCKET SWING POCKET, BI-PART SWING SWING SWING SWING SWING SWING - 2 PANEL, OX - - - - - - - - - - - - - - - - DEADBOLT PER MANUFACTURER - PRIVACY PRIVACY - PRIVACY PRIVACY PRIVACY - PRIVACY - PRIVACY - PRIVACY - - DEADBOLT LEVER - - LEVER LEVER - LEVER FACE+JAMB PULL LEVER FACE+JAMB PULL LEVER FACE+JAMB PULL LEVER LEVER LEVER LEVER FACE PULL LEVER - - - - - - - - - - - - - - - - - - SCREEN DOOR INTEGRAL WITH ADJACENT FRAMED SCREENS SHEET TITLE DOOR & WINDOW SCHEDULES A7.1 Friday, December 10, 2021 | 9:47 AM © 2021 DICK CLARK + ASSOCIATES GSPublisherVersion 519.59.62.7