5 - 1406 Alta Vista Ave - Drawings — original pdf

Backup

40' SUBCHAPTER F INTERVAL 3 (PARTIAL): MAX ALLOWABLE HGT: MAX HGT FROM AVG. GRADE: BUILDABLE AREA AVG GRADE: LVL 1.0 TOP OF SLAB: INTERVAL 3 LOW POINT: INTERVAL 3 HIGH POINT: 32' 0" 31' 0" 529' 11" 534' 0" 525' 0" 526' 8" 40' SUBCHAPTER F INTERVAL 2: MAX ALLOWABLE HGT: MAX HGT FROM AVG. GRADE: BUILDABLE AREA AVG GRADE: LVL 1.0 TOP OF SLAB: INTERVAL 2 LOW POINT: INTERVAL 2 HIGH POINT: 32' 0" 31' 0" 529' 11" 534' 0" 526' 6" 532' 4" 40' SUBCHAPTER F INTERVAL 1: MAX ALLOWABLE HGT: MAX HGT FROM AVG. GRADE: BUILDABLE AREA AVG GRADE: LVL 1.0 TOP OF SLAB: INTERVAL 1 LOW POINT: INTERVAL 1 HIGH POINT: 32' 0" 31' 0" 529' 11" 534' 0" 530' 6" 535' 2" 40'-0" SUBCHAPTER F INTERVAL 2 40'-0" SUBCHAPTER F INTERVAL 1 8" 11'-53 SUBCHAPTER F INTERVAL 3 (PARTIAL) C 8'- 0 " R 6' 2 5 7' 2 5 3214 K C A B T E S R A E R ' 0 1 21" PROTECTED LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. INTERVAL 2 LOW POINT 526' 6" INTERVAL 3 LOW POINT 525' 0" EXISTING 1 2" IRON ROD TO REMAIN APPROXIMATE LOCATION OF NEW ELECTRICAL METER BLDG GRADE LOW POINT 527' 10" EDGE OF CARPORT 528' 6.75" H O H O H O ' 5 2 5 H O H O ) ' 0 5 ( ' 5 0 . 0 5 E " 0 0 8 1 ° 0 3 N ' H O H O H O H O " 8 1 2 - ' 3 3 H O H O " 4 3 3 - ' 7 1 H O H O E N I L Y T H R O E P O R P R H A O E R H O H O H O H O H O H O EXISTING ASPHALT ALLEYWAY 5'-0" R 9 ' - 6 " EXISTING OVERHEAD UTILITY LINE TO BE RELOCATED TO NEW ELECTRICAL METER AS REQUIRED OH OH OH OH O H O H EXISTING UTILITY POLE 20" PROTECTED CEDAR TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. INTERVAL 3 HIGH POINT 526' 8" O H 3213 3212 O H 3211 O H O H P AC PADS (FLATWORK) 18 SF M SIDEWALK (FLATWORK) 45 SF I COV. PORCH 48 SF Q EXISTING RETAINING WALLS 251 SF L.1 EXISTING GRAVEL PARKING (TO REMAIN) 192 SF (139.7') S 62°17'18" E 140.32' EXISTING CURB CUT FOR EXISTING GRAVEL DRIVEWAY TO REMAIN INTERVAL 1 LOW POINT 530' 6" B 5 3 0' 529' 528' 531' DN 532' 0" FV 1.5" SIDE PROPERTY LINE D 532' 5' SIDE SETBACK ' 3 3 5 UP DN UP 1.5" LVL 1.0 (KITCHEN/LIVING LEVEL) 534' 0" 1.5" 533' 10.5" 3209 535' 534' O H L.2 DRIVEWAY 323 SF O H 10'-8" O H LVL 0.5 (CARPORT LEVEL) 529' 2" E 1.5" 529' 0.5" P A R KIN F CARPORT 202 SF G SP A C E 2 O.1 UNCOV. DECK 121 SF (50% OF 242 SF) 533' 10.5" 3210 A 1ST FLOOR 1,191 SF B 2ND FLOOR 1,367 SF E N I L G N D L I U B I J BALCONY 37 SF EXISTING WASTE WATER LINE LOCATED IN EXISTING STONE WALL. LINES SHALL REMAIN AND BE REUSED. 49" HERITAGE LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. EXISTING STONE WALLS TO REMAIN PARKING SPACE 1 536' 6" FV 5 3 6' 5 3 7 ' K C A B T E S T N O R F ' 5 2 LOT 7 BLOCK 5 7,012 SF 538' EXISTING STONE WALLS TO REMAIN . E V A A T S I V A T L A 6 0 4 1 ) . . W O R . ' 0 5 ( E N I L Y T R E P O R P T N O R F ' 0 0 . 0 5 W ' " 6 3 4 0 ° 0 3 S ) ' 0 5 ( 3208 BENCHMARK 538' 0" 9 ' 3 5 w G 5' SIDE SETBACK SIDE PROPERTY LINE E BLDG GRADE HIGH POINT 534' 6" INTERVAL 1 HIGH POINT 535' 2" N62°18'26" W 140.52' (139.7') A EXISTING STREET CURB TO REMAIN EXISTING WATER METER TO REMAIN EXISTING GAS METER TO REMAIN O H O.2 UNCOV. WOOD DECK (ROOFTOP TERRACE ABOVE) 488 SF INTERVAL 2 HIGH POINT 532' 4" 30" HERITAGE LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. CANTILEVERING WOOD DECK. NO PORTION OF THE DECK SHALL TOUCH THE QUARTER CRZ OR HALF CRZ OF HERTIAGE TREE #3210 EXISTING STONE WALL IN ADJACENT LOT TO REMAIN EXISTING STONE WALL TO REMAIN SCALE:1 SITE PLAN 1/8" = 1'-0" SITE PLAN NOTES 1. REFER TO SHEET AS2.1 AND AS2.2 FOR TREE PROTECTION INFORMATION. 2. REFER TO SURVEY ON SHEET AS1.0 FOR ADDITIONAL SITE INFORMATION. 3. PER IRC, SLOPE HARDSCAPE AWAY FROM STRUCTURES AT 1 4"12 MIN FOR 10" 4. GRADE TO SLOPE 6" MIN AWAR FROM SLAB WITHIN 10"MIN. 5. 6. SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY HOLT CARSON, INC. ON 01/08/2021. REFER TO SHEET AS1.0. BUILDING ELEVATION 100'-0" (LEVEL 0.5 ) IS EQUIVALENT TO TOPOGRAPHY ELEVATION 528'-2". 7. ALL STRUCTURES MUST MAINTAIN 7'-6" CLEARANCE FROM AUSTIN ENERGY ENERGIZED DISTRIBUTION POWER LINES. ENFORCED BY AE AND NESC CODES. 8. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY WALL, AND EDGE OF SLAB. TICK MARK INDICATED SELECTED FACE. 9. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING CONDITIONS AND PROPERTY BOUNDARIES FOR COMPLIANCE WITH REQUIRED SETBACKS PRIOR TO CONSTRUCTING FORMWORK FOR FOUNDATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 10. CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITY LOCATIONS PRIOR TO STARTING WORK. 11. CONTRACTOR SHALL COORDINATE ALL UTILITIES TO RESIDENCE INCLUDING ELECTRIC POWER, WATER ,WASTEWATER, GAS AND CABLE. COORDINATE ALL UNDERGROUND UTILITY PLACEMENT. 12. CONTRACTOR SHALL REGRADE LOT TO PROVIDE POSITIVE DRAINAGE SLOPE AWAY FROM HOUSE. REQUIRED LOCATIONS. 13. CONTRACTOR SHALL PROVIDE FRENCH DRAINS AROUND HOUSE PERIMETER AT 14. ALL DOWNSPOUT LOCATIONS SHALL BE COORDINATED WITH PLANTING AREAS. 15. TURFGRASS/LAWN IS APPROVED LOW-WATER VARIETY (I.E. BERMUDA, ZOYSIA JAPONICA, BUFFALO) 16. COORDINATE PLANTING BEDS WITH OWNER AND ARCHITECT. SITE DEVELOPMENT CALCS. LOT AREA 7,012 SF A B C D E F G H I J K L M N O P Q 1ST FLOOR CONDITIONED AREA 2ND FLOOR CONDITIONED AREA 3RD FLOOR CONDITIONED AREA BASEMENT ATTACHED COVERED PARKING DETACHED COVERED PARKING COVERED WOOD DECK COVERED PATIO COVERED PORCH BALCONY J.1 J.2 OTHER BED 2 BALCONY UNCOV. ROOFTOP TERRACE 488 37 EXIST. GRAVEL PARKING NEW CONC. DRIVEWAY DRIVEWAY & PARKING L.1 L.2 SIDEWALK & PAVERS UNCOVERED PATIO UNCOVERED WOOD DECK PADS AND OTHER FLATWORK EXISTING RETAILING WALLS 192 323 1,191 1,367 42 0 202 0 0 0 48 525 0 515 45 0 121 18 251 TOTAL BUILDING AREA (TBA) A THROUGH K) (A: (B: TOTAL BUILDING COVERAGE (TBC) (TBA - B, C, D, AND J IF APPLICABLE) 3,375 SF 1,441 SF (20.5%) TOTAL IMPERVIOUS COVER 2,391 SF (34.1%) WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I VISITABILITY EXTERIOR ROUTE POINT OF ORIGIN VISITABLE ENTRANCE VISITABLE ROUTE NOTE: REFER TO SHEET G1.0 FOR ADDITIONAL VISITIBILITY ANALYSIS TREE LIST LOCATION EDGE OF CARPORT INTERIOR CARPORT DOOR CARPORT TO DOOR ELEVATION 528' 6.75" 529' 2" 21'-2" LENGTH 2.08% SLOPE 1/4"/12" (<1/12) form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the PROTECTED TREES (PER COA CODE) NON-PROTECTED TREES (PER COA CODE) 3209 28" & 35" [49" TOTAL] LIVE OAK (HERITAGE) 3208 13" CEDAR ELM 3210 18" & 21" [30" TOTAL] LIVE OAK (HERITAGE) 3212 9" LIVE OAK 3211 20" CEDAR (PROTECTED) 3213 8" LIVE OAK 3214 21" LIVE OAK (PROTECTED) ADJACENT LOT PROTECTED TREES (PER COA CODE) ADJACENT LOT NON-PROTECTED TREES (PER COA CODE) A 21" LIVE OAK (PROTECTED) B 12" LIVE OAK C 36" LIVE OAK (PROTECTED) D 12" LIGUSTRUM E 16" & 21" [22" TOTAL] LIVE OAK (PROTECTED) N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R LEGEND AND SCALE VISITABLE ROUTE PROPERTY LINE SET BACK LINE EXISTING EASEMENT LINE EXISTING UNDERGROUND UTILITY TOPOGRAPHY LINE OH NEW OVERHEAD LINE 4' 0' 8' 16' FULL SIZE SCALE : 1 (HALF SIZE SCALE: 1 8 " = 1'-0" 16 " = 1'-0") NORTH JOB NO. DRAWN BY R2105 LL SHEET NAME PROPOSED SITE PLAN SHEET NUMBER AS1.1 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 19'-01 4" FV 64'-2" 12'-103 4" 45'-13 4" 23'-21 2" 8'-91 2" FV 4'-33 4" 4'-51 2" CL 4'-11 2" 5'-0" 4'-0" 6'-0" 6'-01 2" 3'-0" " 1 2 2'-6 19'-4" " 1 2 5'-3 30'-0" CL 5'-9" H: 8' 0" AFF (2) 3'0" 5'0" (1 FX/ 1 CS) H 1 0'-9" 1 0'-41 4" F V " 1 2 2'-11 CL " 1 2 2'-9 H: 8' 0" AFF 3'0" 3'0" FX H 5/ A 5.1 BATH 1 107 CLG HGT 9' - 0" " 4 3 1 1 - ' 2 V F ° 8 5 LIN E N W S " 0 8 ' " 8 2 ' 100' 0" F.F. 2'-1 2'8" 8'0" S W 0" 1'-01 2" 2'8" 8'0" S W 2 ° 2 2 1 " 1 2 8'-0 HALL 106 CLG HGT 9' - 0" TEMPERED 3'0" 8'0" SW 1.5" " 1 2 10'-6 (2) 2'6" 8'0" B P 7'-9" MEDIA 108 CLG HGT 9' - 0" " 3 4 5'-6 " 5 - ' 4 UP DN 4 6 7 6 STAIRS 105 CLG HGT VARIES UP 7'-4" (9 STEPS) 4 5'-2" 4'-11 2" CL 1.5" W S " 0 8 " 0 3 ' ' D E R E P M E T R L C " 6 - ' 3 R L C " 6 - ' 3 " 2 1 0 - ' 9 " 2 1 0 - ' 2 " 2 1 5 - ' 3 R L C 3 . 2 5 A / 6 " 0 - ' 3 R L C " 0 - ' 4 9'-1" DECK 110 " 2 - ' 9 104' 8-1/2" F.F. 10'-8" . 2 3 A / 1 1/A4.2 1 2'-3" CARPORT 109 CLG HGT 9' - 0" 99' 10-1/2" F.F. 4'-41 2" 5 1 6'-31 2" 1 0" " 1 2 16'-2 SL O P E D 1/4 : 1 2 N 8" 17'-01 2" FV FULL HEIGHT CABINETRY FRONT PORCH 100 1B/A5.1 TEMPERED 3'0" 8'0" SW CLG HGT 10' - 0" FOYER 101 CLG HGT 10' - 0" 1.5" . 1 5 A / A 1 ' X F " 0 6 " 0 4 ' D E R E P M E T " 0 - ' 7 10'-0" 2'-5" 104' 10" F.F. 104' 8-1/2" F.F. 4'-0" (4 STEPS) " 0 - ' 3 PANTRY MICROW. & OVEN KITCHEN 104 CLG HGT 10' - 0" 4A/A5.1 3/A5.1 1 . 5 A / B 4 " 2 1 8 - ' 9 TR DW R E F 104' 10" F.F. 1.5" TEMPERED 9'0" 8'0" PATIO SLIDER 5'-11" " 6 - ' 5 CL 4'-7" " 9 - ' 2 C N O C D W D W C N O C F F A " 0 ' 8 : H H S C " 0 6 ' " 0 3 ' ) 2 ( F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 6 ' ' " 0 3 ) 3 ( " 9 - ' 1 1 " 6 - ' 2 1 " 6 - ' 1 1 " 9 - ' 3 2 CL " 9 - ' 6 DINING 102 CLG HGT 10' - 0" LIVING 103 CLG HGT 10' - 0" 2/A5.1 FIREPLACE 5'-11 2" 17'-3" CL " 2 1 0 - ' 8 3 " 0 - ' 2 " 2 1 5 - ' 0 1 CL " 2 1 3 - ' 6 " 2 - ' 4 " 6 - ' 6 " 6 - ' 1 1 " 9 - ' 4 2 CL " 9 - ' 6 " 0 1 F F A " 0 ' 8 : H H S C " 0 6 ' " 0 3 ' ) 2 ( F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 6 ' ' " 0 3 ) 3 ( 5'-7" FV 6'-03 4" 6'-03 4" 24'-31 2" 29'-103 4" FV 64'-2" SCALE:1 FLOOR PLAN : LVL 0.5 (CARPORT LEVEL) & LVL 1.0 (KITCHEN/LIVING LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. 3. REFER TO SHEET G2.0 FOR GENERAL NOTES. REFER TO SHEET AS1.1 AND G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS. 5. DO NOT SCALE DRAWINGS. 6. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 7. ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STRUCTURE, CENTER OF OPENING OR FIXTURE, UNLESS NOTED OTHERWISE. 8. ALL DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 9. WALL FRAMING SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER. CONSULT ARCHITECT ON ANY DISCREPANCIES. A. ALL EXTERIOR & LOADING BEARING WALLS SHALL BE CONSTRUCTED WITH 2X6 OR 2X4 WOOD FRAMING AT 18" ON CENTER, U.N.O. REFER TO WALL LEGEND BELOW AND STRUCTURAL. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. REFER TO STRUCTURAL. C. ALL INTERIOR AND EXTERIOR PLUMBING WALLS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. D. ALL INTERIOR PARTITIONS SUPPORTING POCKET DOORS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 10. ROOF AND FLOOR FRAMING SHALL BE PER STRUCTURAL DRAWINGS. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO DESIGN TEAM AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 1/A4.2 10. EXTERIOR WALL INSULATION - ALL EXTERIOR WALLS SHALL RECEIVE MIN. R-19 CELLULOSE BLOWN-IN INSULATION WITH OPTIONAL SPRAY FOAM LAYER ADJACENT TO EXTERIOR WALL. 11. ROOF INSULATION - ALL ROOF SHALL RECEIVE MIN. R-36 OPEN CELL SPRAY FOAM INSULATION. 12. FLOOR INSULATION - ALL SPACES BETWEEN FLOORS SHALL RECEIVE MIN. R-30 BATT INSULATION BETWEEN FLOORS. 13. INTERIOR WALL INSULATION - ALL BEDROOMS, BATHROOM AND LAUNDRY ROOM WALLS SHALL RECEIVE SOUND BATT INSULATION. 14. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FANS, ETC. 15. USE 1 2" WATER RESISTANT GYP BD IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATH TUB WHERE TILE BACKER BOARD (DENSHIELD) IS USED. 16. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. . 4 3 A / 1 KEY NOTES E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I 1. 7 GAUGE STEEL PLATE EDGING BOLTED TO CARPORT SLAB. REFER TO ELEVATIONS FOR HEIGHT INFORMATION. 2. CONCRETE STAIRS. 3. 4. EXPOSED STRUCTURE STAIRS WITH OPEN WOOD TREADS AND METAL STRINGER PER STRUCTURAL. REFER TO ELEVATIONS 1/A3.2, 1/A3.3, AND BUILDING SECTION 1/A4.1 FOR CUSTOM WINDOW SIZING. 5. ANGLED STEEL COLUMNS PER STRUCTURAL. 6. WALL MOUNTED HANDRAIL. REFER TO DETAIL X/AX.X 7. GLASS PANEL RAILING. REFER TO DETAIL X/AX.X form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME FLOOR PLAN LCL 0.5 & LVL 1.0 SHEET NUMBER A1.1 LEGEND AND SCALE EXTERIOR 2X4 WALL EXTERIOR 2X6 WALL INTERIOR 2X4 WALL INTERIOR 2X6 WALL 2X4 PARTIAL HEIGHT WALL 2X6 WALL BELOW 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 " 0 ' 9 ) T G H T L P ( " 0 ' 9 ) T G H T L P ( 8'-91 2" FV 12'-103 4" 46'-73 4" 33'-9" 9'-11 2" 4'-73 4" 4'-11 2" CL 4'-11 2" 3'-111 2" 6'-6" 2'-73 4" CL 3'-101 4" 3'-91 2" CL 3'-8" 1'-8" 2'-31 2" CL 14'-2" 9'-11 2" CL 2'-9" 1 HH: 8'0" AFF 3'0" 5'0" CS HH: 8'0" AFF 3'0" 5'0" CS HH: 8'0" AFF 3'0" 5'0" CS HH: 8'0" AFF 3'0" 5'0" CS " 4 - ' 3 OWNER'S LANDING 201 CLG HGT VARIES 3 DN UP 110' 8-1/2" F.F. 8'-3" (10 STEPS) 2'6" 8'0" S W " 3 4 10 2'-81 2" UP 3 6 DN 116' 6-1/2" F.F. HALL 205 CLG HGT 9' - 0" " 5 - ' 3 2'0" 8'0" SW 2 2 . 5 A / 2 LAUNDRY 206 CLG HGT 9' - 0" W S " 0 8 ' " 8 2 ' E L I T D W BOOKSHLVS R L C " 6 - ' 3 R L C " 6 - ' 3 " 2 1 9 - ' 5 " 9 - ' 9 . 2 5 A / 6 4 6 7 4 ° 2 2 1 HH: 8'0" AFF (3) 3'0" 5'0" (1 FX/ 2 CS) 4'-11 2" " 1 4 7'-11 5'-2" 8'-1" CL 5'-61 2" CL 8'-53 4" OWNER'S SUITE 202 CLG HGT 10' - 0" " 8 - ' 4 " 4 - ' 6 " 2 1 4 - ' 1 BEDROOM 1 208 CLG HGT VARIES 2'0" 7'0" GLZ BATH 2 207 CLG HGT 9' - 0" 2 2 . . 5 5 A A / / A B 3 3 W S " 0 8 ' " 8 2 ' E L I T D W BENCH N E N L I C A V H " 2 1 8 - ' 2 " 2 1 9 - ' 3 6'-9" 2'8" 8'0" SW LOFT 209 CLG HGT 9' - 0" BEDROOM 2 210 CLG HGT VARIES V F " 8 ' 3 1 ) T G H K A E P ( S V L H S 8 S V L H S 8 1'-6" 7'-5" 4A/A5.2 . 2 5 A / B 4 5A/A5.2 . 2 5 A / B 5 W S " 0 8 ' " 8 2 ' W S " 0 8 ' " 8 2 ' " 8 - ' 0 1 " 2 1 5 - ' 3 1 CL " 2 1 9 - ' 2 4 " 2 1 2 - ' 7 3 " 2 1 8 - ' 1 1 " 4 1 9 - ' 5 " 4 1 1 1 - ' 5 " 2 1 3 - ' 5 " 9 - ' 6 5 F F A " 0 8 ' : H H R E D I L S " 0 8 ' " 0 6 ' BALCONY 211 CL " 2 1 0 - ' 2 1 " 0 - ' 9 " 3 - ' 2 9' 0" (PLT HGT) 13' 5" FV (PEAK HGT) 9' 0" (PLT HGT) F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 5 ' " 0 3 ' ) 3 ( F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 5 ' ' " 0 3 ) 3 ( " 6 - ' 5 5'-6" CL " 2 1 2 - ' 6 " 2 1 3 - ' 5 CL " 9 - ' 6 W S " 0 8 ' " 8 2 ' 10. ROOF AND FLOOR FRAMING SHALL BE PER STRUCTURAL DRAWINGS. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO DESIGN TEAM AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 1/A4.2 10. EXTERIOR WALL INSULATION - ALL EXTERIOR WALLS SHALL RECEIVE MIN. R-19 CELLULOSE BLOWN-IN INSULATION WITH OPTIONAL SPRAY FOAM LAYER ADJACENT TO EXTERIOR WALL. 11. ROOF INSULATION - ALL ROOF SHALL RECEIVE MIN. R-36 OPEN CELL SPRAY FOAM INSULATION. 12. FLOOR INSULATION - ALL SPACES BETWEEN FLOORS SHALL RECEIVE MIN. R-30 BATT INSULATION BETWEEN FLOORS. 13. INTERIOR WALL INSULATION - ALL BEDROOMS, BATHROOM AND LAUNDRY ROOM WALLS SHALL RECEIVE SOUND BATT INSULATION. 14. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FANS, ETC. 15. USE 1 2" WATER RESISTANT GYP BD IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATH TUB WHERE TILE BACKER BOARD (DENSHIELD) IS USED. 16. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. . 4 3 A / 1 KEY NOTES 1. DASHED LINE OF RECESSED DRYER VENT BOX, MOUNTED 18" A.F.F. VERIFY FRAMING DIMENSIONS WITH BUILDER'S BOX SPEC. 2. DASHLED LINE OF ATTIC ACCESS HATCH ABOVE. REFER TO SHEET A2.2 3. 4. EXPOSED STRUCTURE STAIRS WITH OPEN WOOD TREADS AND METAL STRINGER PER STRUCTURAL. REFER TO ELEVATIONS 1/A3.2, 1/A3.3, AND BUILDING SECTION 1/A4.1 FOR CUSTOM WINDOW SIZING. 5. WOOD GUARDRAIL WITH 1X WOOD CAP. REFER TO DETAIL X/AX.X 6. WALL MOUNTED HANDRAIL. REFER TO DETAIL X/AX.X 7. GLASS PANEL RAILING. REFER TO DETAIL X/AX.X 1 1'-21 4" ° 8 5 HVAC CLOSET 5'-51 4" 2'8" 8'0" SW (3) 3'0" 5'0" (1 FX/ 2 CS) H: 8'0" AFF CL H " 1 4 7'-0 26'-7" " 1 2 3'-10 " 3 4 7'-3 14'-4" CL 29'-10" " 1 4 7'-0 H: 8'0" AFF (3) 3'0" 3'0" (1 FX/ 2 CS) H 2'-10" " 1 2 5'-4 CL " 1 2 2'-6 2'-2" CL 6'-3" 4'-1" (2) 2'0" 5'0" CS H: 8'0" AFF H 6'-81 2" D TILE W " 1 2 5'-4 1 1 A A B/ / A 5.2 5.2 OWNER'S BATH 203 CLG HGT 10' - 0" H: 8'0" AFF 3'0" 4'0" CS H 2'4" 8'0" PK 3'-6" 2'6" 8'0" P K 3'-5" B E N C H 1'-8" 3'-8" 5'-7" 8 S H L V S 6'-3" 7 D / A 7 B/ A 5.1 5.1 3'-41 2" 7A/A5.1 7C/A5.1 TILE W D (MIRROR) 2'6" 8'0" PK OWNER'S CLOSET 204 CLG HGT 10' - 0" 6/A5.1 7'-41 2" 1 6'-71 2" LIN E N 5'-9" " 1 2 11'-7 . 2 3 A / 1 1/A4.2 14'-1" FV 24'-31 2" 11'-4" 5'-11" 4'-2" 17'-3" SCALE:1 FLOOR PLAN : LVL 1.5 (OWNER'S SUITE LEVEL) & LVL 2.0 (LOFT LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. 3. REFER TO SHEET G2.0 FOR GENERAL NOTES. REFER TO SHEET AS1.1 AND G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS. 5. DO NOT SCALE DRAWINGS. 6. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 7. ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STRUCTURE, CENTER OF OPENING OR FIXTURE, UNLESS NOTED OTHERWISE. 8. ALL DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 9. WALL FRAMING SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER. CONSULT ARCHITECT ON ANY DISCREPANCIES. A. ALL EXTERIOR & LOADING BEARING WALLS SHALL BE CONSTRUCTED WITH 2X6 OR 2X4 WOOD FRAMING AT 18" ON CENTER, U.N.O. REFER TO WALL LEGEND BELOW AND STRUCTURAL. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. REFER TO STRUCTURAL. C. ALL INTERIOR AND EXTERIOR PLUMBING WALLS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. D. ALL INTERIOR PARTITIONS SUPPORTING POCKET DOORS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME FLOOR PLAN : LVL 1.5 & LVL 2.0 A1.2 LEGEND AND SCALE EXTERIOR 2X4 WALL EXTERIOR 2X6 WALL INTERIOR 2X4 WALL INTERIOR 2X6 WALL 2X4 PARTIAL HEIGHT WALL 2X6 WALL BELOW 2' 0' 4' 8' SHEET NUMBER FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 CL " 1 2 7'-3 1 X/ A X.X 14'-9" CL " 1 2 7'-5 2 29'-6" CL " 1 2 7'-5 1 14'-9" CL " 1 2 7'-3 C L 1 2 1 0'-41 4" F V ° 8 5 4'-73 4" 13'-41 4'-11 4" 2" CL 4'-7" 3 DN OPEN TO BELOW CL 5'-1" 4'-7" " 6 - ' 4 " 2 1 6 - ' 4 " 2 1 0 - ' 9 4 6 7 4 TERRACE LANDING 301 CLG HGT 8' - 0" 1.5" TEMPERED 3'0" 7'0" SW 3'-81 4" " 1 2 7'-5 CL 26'-4" 2 2 1 ° " FV 1 2 4'-1 CL 11'-7" WOOD DECKING TERRACE 302 2 1 " 1 2 7'-3 " 1 2 7'-5 CL 14'-9" C L 1 6'-31 2" 2 1 C L 1/A4.2 . 2 3 A / 1 CL . 5 3 A / 1 SCALE:1 FLOOR PLAN : LVL 2.5 (TERRACE LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. 3. REFER TO SHEET G2.0 FOR GENERAL NOTES. REFER TO SHEET AS1.1 AND G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS. 5. DO NOT SCALE DRAWINGS. 6. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 7. ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STRUCTURE, CENTER OF OPENING OR FIXTURE, UNLESS NOTED OTHERWISE. 8. ALL DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 9. WALL FRAMING SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER. CONSULT ARCHITECT ON ANY DISCREPANCIES. A. ALL EXTERIOR & LOADING BEARING WALLS SHALL BE CONSTRUCTED WITH 2X6 OR 2X4 WOOD FRAMING AT 18" ON CENTER, U.N.O. REFER TO WALL LEGEND BELOW AND STRUCTURAL. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. REFER TO STRUCTURAL. C. ALL INTERIOR AND EXTERIOR PLUMBING WALLS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. D. ALL INTERIOR PARTITIONS SUPPORTING POCKET DOORS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 10. ROOF AND FLOOR FRAMING SHALL BE PER STRUCTURAL DRAWINGS. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO DESIGN TEAM AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 1/A4.2 10. EXTERIOR WALL INSULATION - ALL EXTERIOR WALLS SHALL RECEIVE MIN. R-19 CELLULOSE BLOWN-IN INSULATION WITH OPTIONAL SPRAY FOAM LAYER ADJACENT TO EXTERIOR WALL. 11. ROOF INSULATION - ALL ROOF SHALL RECEIVE MIN. R-36 OPEN CELL SPRAY FOAM INSULATION. 12. FLOOR INSULATION - ALL SPACES BETWEEN FLOORS SHALL RECEIVE MIN. R-30 BATT INSULATION BETWEEN FLOORS. 13. INTERIOR WALL INSULATION - ALL BEDROOMS, BATHROOM AND LAUNDRY ROOM WALLS SHALL RECEIVE SOUND BATT INSULATION. 14. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FANS, ETC. 15. USE 1 2" WATER RESISTANT GYP BD IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATH TUB WHERE TILE BACKER BOARD (DENSHIELD) IS USED. 16. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. . 4 3 A / 1 KEY NOTES E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I 1. 4" HM STEEL COLUMN. REFER TO STRUCTURAL. 2. VERTICAL WOOD SLAT GUARDRAIL WITH WOOD CAP. REFER TO DETAIL X/AX.X 3. 4. EXPOSED STRUCTURE STAIRS WITH OPEN WOOD TREADS AND METAL STRINGER PER STRUCTURAL. REFER TO ELEVATIONS 1/A3.2, 1/A3.3, AND BUILDING SECTION 1/A4.1 FOR CUSTOM WINDOW SIZING. 5. NOT USED. 6. WALL MOUNTED HANDRAIL. REFER TO DETAIL X/AX.X 7. GLASS PANEL RAILING. REFER TO DETAIL X/AX.X form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME FLOOR PLAN : LVL 2.5 A1.3 LEGEND AND SCALE EXTERIOR 2X4 WALL EXTERIOR 2X6 WALL INTERIOR 2X4 WALL INTERIOR 2X6 WALL 2X4 PARTIAL HEIGHT WALL 2X6 WALL BELOW 2' 0' 4' 8' SHEET NUMBER FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 9'-01 4" 12'-63 4" 34'-9" SIDEWALL ARTICULATION DIMENSIONS DOWNSPOUT RAIN GUTTER ATTIC ACCESS LOCATED IN LAUNDRY ROOM BELOW. REFER TO SHEET A2.2 E P O L S E P O L S 2 1 : 9 2 1 : 9 F O O R L A T E M K C O L E B L U O D M A E S G N D N A T S I M A E S G N D N A T S I K C O L E B L U O D F O O R L A T E M DASHED LINE OF BUILDING FOOTPRINT BELOW . 5 3 A / 1 SLOPE 6.5:12 SLOPE 6.5:12 DOULBE LOCK STANDING SEAM METAL ROOF DOULBE LOCK STANDING SEAM METAL ROOF DOWNSPOUT RAIN GUTTER RAIN GUTTER DOWNSPOUT X/ A X.X ° 8 5 WOOD DECKING E P O L S 2 1 : 4 / 1 LOW SLOPE TPO MEMBRANE ROOF ° 2 2 1 DOWNSPOUT RAIN GUTTER RAIN GUTTER DOWNSPOUT VENTLESS FIREPLACE BELOW . 2 3 A / 1 1/A4.2 SCALE:1 ROOF PLAN 1/4" = 1'-0" SHEET NOTES 1. 2. 4. 5. 6. 7. 9. PROVIDE GUTTERS AND DOWNSPOUTS. BASIS OF DESIGN IS STANDING SEAM METAL ROOF. TPO OVER STAIR WELL. 3. VENT FOR ALL MECH/PLUMBING FIXTURES. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. PROVIDE R-30 INSULATION BETWEEN ROOF AND CEILING. PROVIDE RADIANT BARRIER ROOF DECKING. FLASHING, UNDERLAYMENT, AND FASTENING DETAILS PER ROOF MANUF. INSTALLER. VERIFY WITH ARCHITECT. 8. COMPLETELY SEAL ROOF. PROVIDE FRESH AIR INTAKES AS PART OF HVAC SYSTEM. SPRAY-FOAM INSULATION AT TRUSS AND SECOND FLOOR CEILING. SHEET ROCK BARRIER AROUND ALL MECHANICAL UNITS. 10. PROVIDE DECKING FOR MECHANICAL EQUIPMENT AND STORAGE. 1/A4.2 . 4 3 A / 1 WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME ROOF PLAN SHEET NUMBER A1.4 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 40' SUBCHAPTER F INTERVAL 1 21 FEB 2022 SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I This document, whether in hard copy or digital form, is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.1 I E N L G N D L U B I I 21'-7" (30-FOOT MAX. ALLOWABLE) SUBCHAPTER F - SIDE-GABLED ROOF 17'-7" 4'-0" 12 6.5 12 6.5 J C J C 4'-0" TEMP GLZ TEMP GLZ CJ " 6 - ' 5 2 " 6 - ' 8 " 6 - ' 8 " 6 - ' 8 CJ J C TEMP GLZ TEMP GLZ TEMP GLZ TEMP GLZ CJ J C MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" VERTICAL WOOD SLAT GUARDRAIL 3-COAT STUCCO WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES DOWNSPOUT CANTILEVERING WOOD DECK. NO PART OF DECK STRUCTURE SHALL TOUCH QUARTER CRZ AND HALF CRZ OF HERITAGE TREE #3210. REFER TO TREE PROTECTION SHEETS AS2.1 AND AS2.2. LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") 4" HOLLOW METAL STEEL POLE WITH GFCI POWER FOR STRING LIGHTS VERTICAL WOOD SLAT GUARDRAIL 3-COAT STUCCO WALL ASSEMBLY 40' SUBCHAPTER F INTERVAL 3 (PARTIAL) FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS DOULBE LOCK STANDING SEAM METAL ROOF 3-COAT STUCCO WALL ASSEMBLY HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY 40' SUBCHAPTER F INTERVAL 2 EGRESS WINDOW J C TEMP GLZ V F " 0 - ' 1 7 GAUGE STEEL PLATE EDGING BOLTED TO CARPORT SLAB. VERIFY HEIGHT OF PLATE WITH GRADE REQUIREMENTS. HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY ANGLED STEEL COLUMNS. REFER TO STRUCTURAL. I E N L K C A B T E S R A E R T F 0 1 SCALE:1 SOUTH EXTERIOR ELEVATION 1/4" = 1'-0" DOULBE LOCK STANDING SEAM METAL ROOF VERTICAL WOOD SLAT GUARDRAIL 3-COAT STUCCO WALL ASSEMBLY HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES DORMER EXCEPTION SUBCHAPTER F SEC. 2.6.E.3.B.ii RAIN GUTTER 4" HOLLOW METAL STEEL POLE WITH GFCI POWER FOR STRING LIGHTS 45° " 0 - ' 5 1 " 0 - ' 5 1 I E N L Y T R E P O R P " 0 - ' 5 1 I E N L K C A B T E S T F 5 4 0' S U B . F I 4 0' S N T E R V U B . F I A L 1 N T E R V A L 2 4 0' S U B . F I N T E R V A L 3 ( P A R TI A L ) TEMP GLZ J C EGRESS WINDOW ANGLED STEEL COLUMNS. REFER TO STRUCTURAL. HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY DOWNSPOUT SUBCHAPTER F INTERVAL 1 - HIGH PT 535' 2" SUBCHAPTER F INTERVAL 2 - HIGH PT 532' 4" SUBCHAPTER F INTERVAL 3 - HIGH PT 526' 8" SCALE:1 WEST EXTERIOR ELEVATION 1/4" = 1'-0" MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" I E N L K C A B T E S T F 5 I E N L Y T R E P O R P SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I This document, whether in hard copy or digital form, is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.2 40' SUBCHAPTER F INTERVAL 1 I E N L G N D L U B I I VERTICAL WOOD SLAT GUARDRAIL EGRESS WINDOW DOULBE LOCK STANDING SEAM METAL ROOF VERTICAL WOOD SLAT SIDING WALL ASSEMBLY 3-COAT STUCCO WALL ASSEMBLY RAIN GUTTER 40' SUBCHAPTER F INTERVAL 2 HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY VERTICAL WOOD SLAT GUARDRAIL 4" HOLLOW METAL STEEL POLE WITH GFCI POWER FOR STRING LIGHTS SUBCHAPTER F - PROJECTION 13'-61 4" (OVERALL WIDTH) 4'-81 2" 8'-93 4" RAIN GUTTER 40' SUBCHAPTER F INTERVAL 3 (PARTIAL) Y T R E P O R P R A E R E N L I 4'-0" TEMP GLZ TEMP GLZ " 6 - ' 8 " 6 - ' 5 2 " 6 - ' 8 " 6 - ' 8 CJ J C TEMP GLZ TEMP GLZ J C 3-COAT STUCCO WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES DOWNSPOUT SCALE:1 NORTH EXTERIOR ELEVATION 1/4" = 1'-0" DOWNSPOUT HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" I E N L K C A B T E S R A E R T F 0 1 WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.3 40' SU B. F IN TER V A L 1 40' SU B. F IN TER V A L 2 40' SU B. F IN TER V A L 3 (P A RTIA L) MAX ALLOWABLE BLDG HGT VERTICAL WOOD SLAT SIDING WALL ASSEMBLY RAIN GUTTER RAIN GUTTER 12 9 DOULBE LOCK STANDING SEAM METAL ROOF VERTICAL WOOD SLAT GUARDRAIL EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES 30-FOOT SIDE-GABLED ROOF EXEMPTION PER SUBCHAPTER F SEC. 2.6.E.3.A 45° TEMP GLZ TEMP GLZ CJ CJ " 0 - ' 5 1 " 0 - ' 5 1 I E N L Y T R E P O R P " 0 - ' 5 1 I E N L K C A B T E S T F 5 TEMP GLZ TEMP GLZ TEMP GLZ I E N L K C A B T E S T F 5 I E N L Y T R E P O R P MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" SUBCHAPTER F INTERVAL 1 - HIGH PT 535' 2" SUBCHAPTER F INTERVAL 2 - HIGH PT 532' 4" SUBCHAPTER F INTERVAL 3 - HIGH PT 526' 8" DOWNSPOUT 3-COAT STUCCO WALL ASSEMBLY VERTICAL WOOD SLAT SIDING WALL ASSEMBLY 3-COAT STUCCO WALL ASSEMBLY SCALE:1 EAST EXTERIOR ELEVATION 1/4" = 1'-0" 3-COAT STUCCO WALL ASSEMBLY LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.4