D.2.1 - 3506 Duval St - 10.25.2021 HLC Plans — original pdf

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2 1 : 8 8:12 8:12 E G D I R 2 1 : 8 8:12 8:12 E G D I R 2 1 : 8 2 1 : 8 2 1 : 8 (4)1846 SKYLIGHT 5/8:12 2 1 : 8 2 1 : 8 8:12 Y E N M I H C G N I T S I X E RIDGE 2 1 : 8 1 2 1 : 8 1 E G D I R 8:12 8:12 RIDGE 2 1 : 8 1 2 1 : 8 1 14:12 14:12 16:12 16:12 APPROX. APPROX. 2 ROOF PLAN- EXISTING SCALE: 1/8"=1'-0" N 30°00'00"E 69.85' 19.5' LIVE OAK TREE CONC. RET. WALL CARPORT CONC. 14.1' " 4 3 6 - ' 7 7 10'-2" BRICK 10'-11 4" 6.1' . C N O C ' 3 . 1 3 FENCE WOOD DECK ' 0 . 1 3 ' 1 . 1 3 . R O T S 16.5' ' 1 . 0 1 ' 3 . 4 2 9.0' BRICK 10.0' ' 2 9 . 9 6 1 W " 9 3 ' 4 2 ° 0 6 N ' 4 7 . 9 6 1 E " 6 4 ' 4 2 ° 0 6 S FENCE NORTH 70' OF BLOCK "2" HOUSE ' 7 . 1 4 GATE E V I R D L E V A R G E V I R D L E V A R G B R U C . C N O C 10.3' 10'-31 4" 33' PECAN TREE 30.5' PECAN TREE " 8 3 9 - ' 9 2 B R U C . C N O C 16.0' ' 0 . 6 ' 0 . 1 1 8.2' ' 1 . 1 9.2' CONC. WALK S 29°51'00"W 69.85' 3506 DUVAL STREET 1 SITE PLAN-EXISTING SCALE: 3/32"=1'-0" GENERAL INFORMATION LOCATION: 3506 DUVAL ST. AUSTIN, TX 78705 OWNER: ANDY & CAROL LIU LEGAL DESCRIPTION: 70X170FT LOT 2 WARD ADDN CONTRACTOR: FORMBY CONSTRUCTION (512)599-0281 DRAWING INDEX SPI EXISTING SITE PLAN & ROOF PLAN EX1 EXISTING 1ST & 2ND FLOOR PLAN EX2 EXISTING EXTERIOR ELEVATIONS EX3 EXISTING EXTERIOR ELEVATIONS A1 GENERAL NOTES, NEW SITE PLAN, ENVIR. DETAIL, & AREA CAL. A2 A3 A4 A5 A6 A7 A8 E1 E2 NEW 1ST FLOOR PLAN, & 1ST FLOOR DEMO'D PLAN NEW 2ND FLOOR PLAN, & 2ND FLOOR DEMO'D PLAN NEW ELEVATIONS & NEW ROOF PLAN NEW ELEVATIONS NEW INTERIOR ELEVATIONS NEW ADU MC. MANSION TENT NEW 1ST FLOOR ELECTRICAL PLAN NEW 2ND FLOOR & ADE ELECTRICAL PLAN S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 EXISTING AREAS 1ST FLOOR HEATED 2ND FLOOR HEATED (EXCLUDE 177 S.F. HABITABLE ATTIC) TOTAL HEATED FRONT PORCH GARAGE SUN ROOM STORAGE 1ST FLOOR UNDER ROOF 2ND FLOOR UNDER ROOF TOTAL UNDER ROOF 2036 711 2745 177 261 156 11 2641 888 3529 SF SF SF SF SF SF SF SF SF SF N A L P F O O R & , N A L P E T I S . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A E C N E D I S E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET SP1 1 OF 1 COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 6'-8" HDR. HT. HORIZONTAL HARDIE SIDING (TYP.) 0'-0" FIRST FIN. FLOOR CHIMNEY COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. HORIZONTAL HARDIE SIDING (TYP.) 0'-0" FIRST FIN. FLOOR 12 14 12 14 18:12 5'-8" HDR. HT. 18:12 5'-10" HDR. HT. 18:12 12 15 APPROX. 12 15 APPROX. 8:12 7'-8" HDR. HT. 7'-8" HDR. HT. 6'-6" HDR. HT. BRICK RAILING 1 FRONT (EAST) ELEVATION- EXISTING SCALE: 1/4"=1'-0" 12 8 12 8 18:12 18:12 12 8 12 8 8:12 12 8 8:12 8:12 8:12 12 8 6'-8" HDR. HT. F.F.F. 6'-4" HDR. HT. F.F.F. 7'-8" HDR. HT. 7'-8" HDR. HT. 2 REAR (WEST) ELEVATION- EXISTING SCALE: 1/4"=1'-0" CHIMNEY COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. HORIZONTAL HARDIE SIDING (TYP.) 0'-0" FIRST FIN. FLOOR COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. 6'-8" HDR. HT. HORIZONTAL HARDIE SIDING (TYP.) 0'-0" FIRST FIN. FLOOR S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 G N I T S I X E - N A L P R O O L F D N 2 . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A E C N E D I S E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET EX2 2 OF 3 COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) HORIZONTAL HARDIE SIDING (TYP.) 0'-0" FIRST FIN. FLOOR 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. BRICK RAILING 0'-0" FIRST FIN. FLOOR 12 8 CHIMNEY 8:12 6'-6" HDR. HT. 12 18 12 18 14:12 15:12 APPROX. 12 8 8:12 8:12 12 8 12 8 12 8 7'-8" HDR. HT. 7'-8" HDR. HT. 7'-8" HDR. HT. COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. BRICK 0'-0" FIRST FIN. FLOOR 1 LEFT (SOUTH) ELEVATION- EXISTING SCALE: 1/4"=1'-0" CHIMNEY 15:12 APPROX. 6'-8" HDR. HT. 12 18 12 18 (4)1846 SKYLIGHT 8:12 5/8=12 SLOPE 12 8 12 8 8:12 7'-0" HDR. HT. 7'-8" HDR. HT. 6'-1" HDR. HT. F.F.F. METAL 6'-8" HDR. HT. F.F.F. 8:12 7'-8" HDR. HT. 6'-8" HDR. HT. F.F.F. 12 8 COMPOSITE ROOF SHINGLE (TYP.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) HORIZONTAL HARDIE SIDING (TYP.) 0'-0" FIRST FIN. FLOOR WOOD 2 RIGHT (NORTH) ELEVATION- EXISTING SCALE: 1/4"=1'-0" S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 G N I T S I X E - S N O I T A V E L E R O I R E T X E . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A E C N E D I S E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET EX3 3 OF 3 TENT 4 TENT 3 10. USE 7/16 OSB SHEATHING W/ HOUSE WRAP @ ALL EXTERIOR WALLS AS REQUIRED. 11. CEILING HEIGHTS ARE NOTED @ FLOOR PLANS & ELEVATIONS. GENERAL NOTES: 1. REPORT ANY AND ALL DISCREPANCIES, ERRORS OR OMISSIONS IN THE DOCUMENTS TO THE ARCHITECT PRIOR TO ORDERING MATERIALS AND/OR COMMENCING CONSTRUCTION. 2. PROVIDE GUTTERS AT ALL HORIZONTAL ROOF EDGES. VERIFY LOCATION OF DOWN SPOUTS W/ OWNER AND CONTRACTOR AT SITE. 3. VERIFY ALL DIMENSIONS AT JOB SITE 4. DO NOT SCALE DRAWINGS 5. ALL STUDS ARE 16" O.C. 6. WINDOWS SIZES NOTED ARE NOMINAL UNIT SIZES. VERIFY ACTUAL ROUGH OPENING DIMENSIONS W/ MFR 7. ALL STUDS ARE #2 SPF NOT TO EXCEED 19% MOISTURE CONTENT 8. ALL DIMENSIONS SHOWN ARE FROM OUTSIDE OF STUD TO OUTSIDE OF STUD W/ BLOCKING @ MIDSPAN. 9. ALL HEADER SPACERS TO BE CONTINUOUS 7/16" OSB 12. HEADER HEIGHTS ARE NOTED ON ELEVATIONS. 13. WHERE POSSIBLE, TERMINATE ANY AND ALL ROOF VENTS ON REAR ROOF PLANE OR SIDEWALLS AS REQUIRED. 14. PROVIDE SPRAY FOAM INSULATION AT ALL EXTERIOR WALLS & AT ROOF RAFTERS. 15. PROVIDE SOUND INSULATION @ ALL RESTROOMS ,PLUMBING WALLS & BETWEEN FLOORS AS REQUIRED. 16. VERIFY ANY FINISH CHANGES W/ OWNER. 17. ALL FLOORING SHALL BE REPLACED. 18. PROVIDE DECKED AREA IN ATTIC. VERIFY SIZE AND LOCATION IN FIELD WITH OWNER. 20. VERIFY ALL RETURN AIR LOCATIONS IN FIELD PRIOR TO FRAMING. 21. DIMENSIONS GIVEN ARE BASED ON EXISTING CONDITIONS- VERIFY EXISTING CONDITION PRIOR TO ORDERING MATERIALS & COMMENCING CONSTRUCTION. 21. WATER HEATER TO BE LOCATED IN ATTIC INSTALLED OVER A PAN WITH A DRAIN TO EXTERIOR. 22. PROVIDE PAVERS FROM GARAGE TO HOUSE DECK. 23. RE-ROOF ENTIRE STRUCTURE. 24. REPLACE ALL EXISTING WINDOW. 25. REPLACE ALL INTERIOR DOORS. 26. PROVIDE WOOD CLAD ALUM. WINDOWS. 27. STAINED WOOD CABS EXPECT ISLAND & BAR. 28. ALL COUNTERS SHALL BE QUARTZ U.N.O. EXPECT BAR COUNTER (BAR COUNTER SHALL BE WOOD) 29. PROVIDE SEPARATE WATER, ELECTRICITY, & GAS METER FOR A.D.U. 30. REPLACE ALL EXISTING SIDING EXCEPT EXISTING FRONT BRICK. S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 19.5' LIVE OAK TREE CRZ LOW PT. TENT 4 603.19' 1/4 CRZ 1/2 CRZ N 30°00'00"E 69.85' 5' TALL CHAIN-LINK MESH FENCE (REF DETAIL: 2/SP1) NEW CONC. DRIVEWAY " 0 - ' 0 1 10' BUILDING SETBACK LINE 31'-85 8" DEMO'D CONC. RET. WALL " 8 3 4 - ' 9 5 DEMO'D CONC. HIGH PT. TENT 4 603.99' C. U. (VERIFY LOCATION IN FIELD) 6'-0" T R O P R A C D ' O M E D E N I L K C A B T E S G N I D L I U B ' 5 LOW PT. TENT 3 603.52' LOW PT. TENT 2 603.52' DEMO'D BRICK DEM'D WOOD DECK " 0 - ' 7 E N I L K C A B T E S G N I D L I U B ' 5 ' 2 9 . 9 6 1 W " 9 3 ' 4 2 ° 0 6 N LOW PT. TENT 1 604' EXISTING FENCE DEMO'D CONC. & STEPS C. U. (VERIFY C. U. (VERIFY LOCATION IN LOCATION IN FIELD) FIELD) DEMO'D BRICK EXISTING CHIMNEY " 0 - ' 0 4 " 0 - ' 0 4 " 0 - ' 0 4 HIGH PT. TENT 3 604.29' TENT 3 TENT 2 EXISTING FENCE HIGH PT. TENT 2 604.85' EXISTING GATE TENT 2 TENT 1 ' 4 7 . 9 6 1 E " 6 4 ' 4 2 ° 0 6 S B R U C . C N O C G N I T S I X E 5' TALL CHAIN-LINK MESH FENCE (REF DETAIL: 2/SP1) HIGH PT. TENT 1 605.27' MCMANSION BUILDING LINE 30.5' PECAN TREE CRZ AREA DESCRIPTION EXISTING DEMO'D NEW/ADD TOTAL FIRST FLOOR CONDITIONED AREA SECOND FLOOR CONDITIONED AREA 2036 S.F. 711 S.F. 1473 S.F. 711 S.F. 2154 S.F. 913 S.F. 2717 S.F. 913 S.F. COVERED PARKING (GARAGE) 261 S.F. 261 S.F. 721 S.F. 721 S.F. 177 S.F. 374 S.F 551 S.F. 550 S.F. 550 S.F. (EXCLUDE 177 S.F. HABITABLE ATTIC) A.D.U FLOOR CONDITIONED AREA BASEMENT COVERED PATIO COVERED PORCH COVERED WALKWAY BALCONY OTHER (DETACHED SHED) TOTAL BUILDING COVERAGE 2474 S.F. 1734 S.F. 3249 S.F. 3989 S.F. DRIVEWAY SIDE WALKS/ STEPS UNCOVERED PART OF STAIRCASE UNCOVERED WOOD DECK (AT 50%) AC PADS OTHER (POOL COPING, RET. WALLS) 2437 S.F. 364 S.F. 2437 S.F. 127 S.F. 9 S.F. 41 S.F. 9 S.F. 41 S.F. 655 S.F. 39 S.F. 655 S.F. 237 S.F. 39 S.F. 27 S.F. 27 S.F. TOTAL SITE COVERAGE 2851 S.F. 2614 S.F. 721 S.F. 958 S.F. POOL SPA TOTAL LOT AREA 11863 S.F. BUILDING COVERAGE INFORMATION EXISTING BUILDING COVERAGE 2474 S.F. % OF LOT SIZE PROPOSED BUILDING COVERAGE 3989 S.F. 33.6 % OF LOT SIZE IMPERVIOUS COVERAGE INFORMATION MAX IMPERVIOUS COVERAGE 5338 S.F. EXISTING IMPERVIOUS COVER 5325 S.F. 44.8 % OF LOT SIZE -% PROPOSED IMPERVIOUS COVER 4947 S.F. 41.7 % OF LOT SIZE IMPERVIOUS FRONT YARD COVER 415 S.F. 23.7 % OF REQ'D FRONT YARD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % % % % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (EXCLUDE 177 S.F. HABITABLE ATTIC) FIRST FLOOR SECOND FLOOR THIRD FLOOR BASEMENT ATTIC GARAGE (ATTACHED) (DETACHED) CARPORT (ATTACHED) (DETACHED) ACCESSORY BUILDINGS(S) (ATTACHED) (DETACHED) CEILING ABOVE 15 FEET TOTAL GROSS FLOOR AREA (TOTAL GROSS FLOOR AREA/LOT SIZE) X 100 = F.A.R. - - - - - - - - 550 S.F. 4701 S.F. 39.6 % GROSS FLOOR AREA EXISTING DEMO'D NEW/ADD EXEMPTION TOTAL DEMOLITION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS. 2036 S.F. 711 S.F. 1473 S.F. 711 S.F. 2154 S.F. 913 S.F. 2717 S.F. 913 S.F. NOTE: NOTE: 261 S.F. 261 S.F. -200 S.F. 721 S.F. ROOTS AND TREES. CONCRETE LINE PUMP: WRAP CONNECTIONS OF CONCRETE LINE PUMP W/PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR 3 AREA CALCULATION 2 ENVIRONMENTAL DETAIL SCALE: N.T.S. CRZ TREE PROTECTION NOTES: 1. 2. SEE DETAILS ON SHEET A1 FOR TREE PROTECTION DETAILS. TREE PROTECTION IS REQUIRED ON ALL TREES THAT HAVE ANY ROOT DISTURBANCE (INCLUDING FOOT TRAFFIC) AS INDICATED ON PLANS. IF IT IS NOT PRACTICAL TO FENCE THE ENTIRE ROOT ZONE, AN 8" LAYER OF MULCH IS REQUIRED AND THE TRUNK MUST BE PROTECTED WITH PLANKS STRAPPED TO TRUNK AS INDICATED ON SHEET SP-2. 3. ANY AREAS TO BE TRENCHED THAT ARE INSIDE 1 2 C.R.Z. MUST BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5" + IN DIAMETER. PAID RECEIPT OF WORK WILL BE REQUIRED BY TREE INSPECTOR. 4. NO TRENCHING IN CRITICAL ROOT ZONE. NOTE: THE PROPOSED STRUCTURE DOES NOT ENCROACH ON ANY TREES ON THIS OR ANY ADJACENT LOTS OTHER THAN AS SHOWN. 25' BUILDING SETBACK LINE DEMO'D CONC. WALK EXIST. CONC. WALK 1/2 CRZ 1/4 CRZ 5' TALL CHAIN-LINK MESH FENCE (REF DETAIL: 2/SP1) 33' PECAN TREE 5' TALL CHAIN-LINK MESH FENCE (REF DETAIL: 2/SP1) 1/2 CRZ PORTABLE TOILET CONC. WASHOUT MATERIAL STAGING CONST. DUMPSTER Y A W E V I R D . C N O C W E N B R U C . C N O C G N I T S I X E 1/4 CRZ S 29°51'00"W 69.85' 3506 DUVAL STREET 1 NEW SITE PLAN SCALE: 3/32"=1'-0" . L A C A E R A & , L I A T E D . R I V N E , N A L P E T I S W E N . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A E C N E D I S E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET A1 1 OF 8 8:12 8:12 8:12 N G I L A E G D I R 8:12 E G D I R 8:12 2 1 : 8 / 3 - 8 . X O R P P A 2 1 : 8 / 3 - 8 . X O R P P A 1:12 NEW PAINTED GALVANIZED STANDING SEAM METAL ROOF (4)1846 DEMO'D SKYLIGHT 8:12 2 1 : 8 1 Y E N M I H C W E N RIDGE 2 1 : 8 1 E G D I R D ' O M E D . X O R P P A 2 1 : 8 / 7 - 7 T E K C I R C W E N 8:12 2 1 : 8 2 1 : 8 2 1 : 8 1 2 1 : 8 1 RIDGE 14:12 14:12 15:12 APPROX. 15:12 APPROX. 3 NEW ROOF PLAN SCALE: 1/8"=1'-0" ROOF LEGEND: - - - EXISTING TO BE REMAIN NEW ROOF EXISTING ROOF TO BE REMOVED NEW COMPOSITE ROOF SHINGLE 7'-2" PLT. HT. (NOM.) NEW HORIZONTAL HARDIE SIDING '-0" FIRST FIN. FLOOR 9'-111 4" SEC. FIN. FLR. '-10" PLT. HT. (NOM.) 12 8 NEW COMPOSITE ROOF SHINGLE 9'-0" PLT. HT. (NOM.) 7'-0" HDR. HT. 9'-111 4" SEC. FIN. FLR. '-10" PLT. HT. (NOM.) 8'-0" HDR. HT. NEW 3060 C. WINDOW NEW 6060 F. WINDOW NEW HORIZONTAL HARDIE SIDING '-0" FIRST FIN. FLOOR 12 14 12 14 12 8 8-3/4 :12 APPR. 18:12 7'-4" HDR. HT. 7-7/8:12 APPROX. NEW CRICKET 12 12 15 APPROX. 15 APPROX. 18:12 18:12 EXISTING BRICK EXIST. 3070 ENTRANCE DOOR W/ ARCH TO PAINT 1 FRONT (EAST) ELEVATION- NEW SCALE: 3/16"=1'-0" 8-3/4 :12 APPR. 12 8 18:12 NEW5020 F. WINDOW 12 8 15'-8" HDR. HT. NEW (2)2030 F. WINDOW 8:12 12 8 12 8 8'-0" HDR. HT. TILE NEW 3060 C. WINDOW NEW 3080 FULL LITE DOOR 2 REAR (WEST) ELEVATION- NEW SCALE: 1/4"=1'-0" ELEVATION LEGEND: EXISTING TO BE REMAIN - - NEW NEW CHIMNEY NEW COMPOSITE ROOF SHINGLE NEW COMPOSITE ROOF SHINGLE 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. NEW HORIZONTAL HARDIE SIDING 0'-0" FIRST FIN. FLOOR S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 NEW COMPOSITE ROOF SHINGLE 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-6" HDR. HT. (3) 3676 NEW SLIDING DOORS 0'-0" FIRST FIN. FLOOR F O O R W E N & S N O I T A V E L E R O I R E T X E W E N . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A E C N N A L E D I S P E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET A4 4 OF 8 NEW COMPOSITE ROOF SHINGLE 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 8'-0" HDR. HT. NEW COLUMN) NEW HORIZONTAL HARDIE SIDING 0'-0" FIRST FIN. FLOOR NEW COMPOSITE ROOF SHINGLE 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. EXISTING BRICK NEW HORIZONTAL HARDIE SIDING 0'-0" FIRST FIN. FLOOR 8:12 8:12 15:12 APPROX. 12 8 12 8 12 18 12 18 14:12 7'-6" PLT. HT. (NOM.) 7'-4" HDR. HT. NEW 2036 SH WINDOW (2) 3680 NEW SLIDING DOOR 7'-8" HDR. HT. 8:12 12 8 NEW 3656 SH WINDOW 1 LEFT (SOUTH) ELEVATION- NEW SCALE: 1/4"=1'-0" NEW CHIMNEY 14:12 NEW PAINTED GALVANIZED STANDING SEAM METAL ROOF 8:12 8'-0" PLT. HT. (NOM.) 1:12 12 8-3/8 12 8-3/8 12 8 9'-0" PLT. HT. (NOM.) 9'-0" PLT. HT. (NOM.) 7'-0" HDR. HT. 7'-0" HDR. HT. 15:12 APPROX. 6'-8" HDR. HT. 12 18 12 18 NEW (3) 3040 C. WINDOW NEW(2)3040 C. WINDOW 8:12 8:12 7'-8" HDR. HT. NEW (2) 3056 SH WINDOW 8:12 7'-8" HDR. HT. NEW 3056 SH WINDOW 2 RIGHT (NORTH) ELEVATION- NEW SCALE: 1/4"=1'-0" ELEVATION LEGEND: EXISTING TO BE REMAIN - - NEW NEW COMPOSITE ROOF SHINGLE NEW COMPOSITE ROOF SHINGLE 1'-4" PLT. HT. (NOM.) 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) 7'-8" HDR. HT. NEW HORIZONTAL HARDIE SIDING EXISTING BRICK 0'-0" FIRST FIN. FLOOR HIGH PT. TENT1 605.27' S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 NEW COMPOSITE ROOF SHINGLE 9'-111 4" SEC. FIN. FLR. 8'-10" PLT. HT. (NOM.) NEW COLUMN NEW HORIZONTAL HARDIE SIDING 0'-0" FIRST FIN. FLOOR S N O I T A V E L E R O I R E T X E W E N . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A E C N E D I S E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET A5 5 OF 8 COMPOSITE ROOF SHINGLE (TYP.) '-0" PLT. HT. (NOM.) 0'-11 4" SEC. FIN. FLR. '-0" PLT. HT. (NOM.) HORIZONTAL HARDIE SIDING (TYP.) COMPOSITE ROOF SHINGLE (TYP.) 9'-0" PLT. HT. (NOM.) 12 8 7'-0" HDR. HT. 10'-11 4" SEC. FIN. FLR. 9'-0" PLT. HT. (NOM.) 8:12 12 8 8:12 12 8 4'-2" HDR. HT. 1420 F. WINDOW 12 8 8:12 12 8 9'-0" PLT. HT. (NOM.) '-0" PLT. HT. (NOM.) 7'-0" HDR. HT. 6'-8" HDR. HT. 12 8 12 8 8:12 10'-11 4" SEC. FIN. FLR. 0'-11 4" SEC. FIN. FLR. 9'-0" PLT. HT. (NOM.) '-0" PLT. HT. (NOM.) 12 4 '-0" FIRST FIN. FLOOR 0'-0" FIRST FIN. FLOO '-0" FIRST FIN. FLOOR 0'-0" FIRST FIN. FLOO (2)3050 SH (2)3050 SH 5 LEFT (NORTH) ELEVATION SCALE: 1/4"=1'-0" 4 FRONT (WEST) ELEVATION SCALE: 1/4"=1'-0" 12 8 12 8 8:12 12 8 9'-0" PLT. HT. (NOM.) " 2 1 7 - ' 3 2 8:12 4:12 12 8 COMPOSITE ROOF SHINGLE (TYP.) 9'-0" PLT. HT. (NOM.) 9'-0" PLT. HT. (NOM.) 7'-0" HDR. HT. HORIZONTAL HARDIE SIDING (TYP.) 10'-11 4" SEC. FIN. FLR. 0'-11 4" SEC. FIN. FLR. 9'-0" PLT. HT. (NOM.) 9'-0" PLT. HT. (NOM.) 12 4 HORIZONTAL HARDIE SIDING (TYP.) 6'-8" HDR. HT. F.F.F. '-0" FIRST FIN. FLOOR 0'-0" FIRST FIN. FLOO 0'-0" FIRST FIN. FLOOR 0'-0" FIRST FIN. FLOO 7 RIGHT (SOUTH) ELEVATION SCALE: 1/4"=1'-0" 6 REAR (EAST) ELEVATION SCALE: 1/4"=1'-0" 11'-107 8" 2x6 HB 32'-2" 28'-21 2" 10'-43 8" 2x6 9080 9080 3'-111 2" 5'-113 8" 2x6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 " 8 3 0 1 - ' 9 " 2 1 7 - ' 3 2 6'-8" WALL HT. 9'-0" WALL HT. E G A R O T S G L C " 0 - ' 9 O T " 8 - ' 6 H S I N I F Y X O P E S E V L E H S " 8 1 9 - ' 3 1 (2)2868 SHELVES 4'-3" S T C E T I H C R A R E T S E H C N I W 9 3 0 4 - 3 2 8 - 9 7 9 - 3 0 8 7 7 S A X E T , N A Y R B , T E E R T S N I A M H T R O N A 1 0 2 LINE OF 2ND FLOOR " 2 1 7 - ' 3 2 GARAGE 9'-0" CLG EPOXY FINISH D E P O L S ) T X E O T P O R D " 2 1 1 - ( EL. -1-1/2" + + EL. 0" 3068 SOLID DOOR 3'-21 2" 9'-101 2" 4'-0" 4'-0" 6'-10" (3)3020 F. 27'-11" 1 ADU 1ST FLOOR PLAN SCALE: 1/4"=1'-0" 6'-11 2" 3'-111 2" 32'-2" 22'-1" 10'-01 2" 12'-01 2" 5'-93 8" 4'-31 8" 6'-11 8" 5'-113 8" " 4 1 8 - ' 5 " 4 3 4 - ' 5 " 2 1 7 - ' 4 " 4 - ' 4 " 1 - ' 1 1 " 2 1 1 1 - ' 8 " 7 - ' 3 H S 0 6 0 3 H S 0 6 0 3 H S 0 5 0 3 ) 2 ( BED ROOM 9'-0" CLG WOOD 8 6 8 2 LIVING 9'-0" CLG WOOD 1ST FLOOR BELOW H S 0 3 0 2 6 x 2 GLASS " 9 - ' 3 REF 2468 PKT. M O O R H T A B G L C " 0 - ' 9 E L I T 2468 " 2 1 2 - ' 2 3" DROP WIC 9'-0" CLG WOOD R&S S E V L E H S Y R T N A P G L C " 0 - ' 9 D O O W 2068 UPPER DW 6'-61 2" 3'-6" 11'-9" 26'-01 2" 2 ADU 2ND FLOOR PLAN SCALE: 1/4"=1'-0" 3068 SOLID DOOR INSTALL PAN UNDER WASHERS 3068 POP KITCHEN 9'-0" CLG WOOD 30" RANGE W/ MICRO. ABV. STACKABLE W/D H20 2X6 4'-3" " 8 5 4 - ' 5 " 4 1 1 1 - ' 4 " 2 1 5 - ' 6 1 " 8 5 1 - ' 6 " 2 1 7 - ' 3 2 " 5 - ' 3 " 9 - ' 3 DRYER VENT TO EXHAUST THROUGH WALL HORIZONTAL HARDI SIDING (TYP.) COMPOSITE ROOF SHINGLE (TYP.) 9'-0" PLT. HT. (NOM.) 7'-0" HDR. HT. 10'-11 4" SEC. FIN. FLR. 9'-0" PLT. HT. (NOM.) 8'-0" HDR. HT. F.F.F. HORIZONTAL HARDI SIDING (TYP.) 10'-11 4" SEC. FIN. FLR. 9'-0" PLT. HT. (NOM.) 7'-0" HDR. HT. 2 1 : 8 2 1 : 8 4:12 8:12 8:12 2 1 : 8 8:12 3 ADU ROOF PLAN SCALE: 1/8"=1'-0" . T S L A V U D 6 0 5 3 5 0 7 8 7 X T , N I T S U A U D A W E N E C N E D I S E R U I L A 2 0 0 1 2 : R E B M U N T C E J O R P S T C E T I H C R A R E T S E H C N I W GIST E R E D AR N W INCH E TH A A N E R C H I T S E T E R C T S T A T 2 18 2 2 E FO X E T SA 08/12/2021 SH.M NW DATE 08/12/2021 DRAWN CHECKED REVISIONS SHEET A7 7 OF 8