C.8.1 - 613 West Lynn - Plans — original pdf

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PROJECT LOCATION | PROXIMITY MAP GENERAL NOTES W 9TH STREET W 9TH STREET W 8TH STREET PROJECT LOCATION N N T LY S E W W 6TH STREET 1. THE CONTRACTOR SHALL THOROUGLY REVIEW ALL CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMITED TO, DRAWINGS, NOTES, DIMENSIONS AND SCHEDULES. THE CONTRACTOR SHALL MAKE A DETAILED SITE VISIT, AND SHALL IMMEDIATELY BRING ANY INCONSISTENCY, SITE LAYOUT PROBLEM, OR ANY OTHER REQUEST FOR CLARIFICATION TO THE ARCHITECT FOR RESOLUTION PRIOR TO THE DELIVERY OF ANY BID OR INITIATION OF WORK. FAILURE TO DO SO SHALL CAUSE THE CONTRACTOR TO BE INELIGIBLE FOR EXTRAS RELATING TO SUCH MATTERS. 2. THESE DRAWINGS ARE, IN GENERAL, DIAGRAMMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD MEASUREMENTS TAKEN BY CONTRACTOR'S PERSONNEL. ACTUAL ARRANGEMENT OF THE WORK SHALL FOLLOW LOCATIONS SHOWN ON THE DRAWINGS WITHIN THE CONSTRAINTS OF EXISTING EQUIPMENT AND CONSTRUCTION. DRAWING AND NOTES TO DRAWINGS ARE CORRELATIVE AND HAVE EQUAL AUTHORITY AND PRIORITY. SHOULD THERE BE DISCREPANCIES IN THEMSELVES OR BETWEEN THEM, CONTRACTOR SHALL BASE BID PRICING ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND/OR QUANTITY OF THE WORK INDICATED. IN THE EVENT OF DISCREPANCIES, OBTAIN CLARIFICATION FROM ARCHITECT BEFORE CONTINUING WORK. 3. DO NOT SCALE THESE DRAWINGS. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ANY OTHER REQUEST FOR CLARIFICATION. 4. VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL AND PROCEEDING WITH THE WORK. 5. MINIMUM CLEARANCE DIMENSIONS INDICATED SHALL BE MAINTAINED PARTICULARLY AT STAIRS, CORRIDORS AND RESTROOMS. 6. CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS PRIOR TO WORK. 7. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY, ACTIONS AND CONDUCT OF HIS EMPLOYEES AND HIS SUBCONTRACTORS' EMPLOYEES WHILE IN THE PROJECT AREA, ADJACENT AREAS AND IN THE BUILDING AND ITS VICINITY. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE. 8. CONTRACTOR SHALL SUBMIT REPRODUCIBLE SHOP DRAWINGS TO ARCHITECT FOR OWNER'S, ARCHITECT'S, AND ENGINEER'S APPROVAL. 9. ALL MATERIALS, FINISHES, MANUFACTURED ITEMS, AND EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE SUPPLIER'S OR MANUFACTURER'S WRITTEN RECOMMENDATIONS OR THESE DOCUMENTS, WHICHEVER IS MORE STRINGENT. NOTIFY THE ARCHITECT OF ANY VARIATION REQUIRED IN THE DIMENSION NOTED FOR VERIFICATION FOR INSTALLATION OF EQUIPMENT BEFORE CONTINUING THE WORK. 10. EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ARCHITECT TO ENSURE LOCAL CODE COMPLIANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE WORK CONFORMS WITH ALL APPLICABLE CODES, AND IF DISCREPANCIES ARE NOTED, TO NOTIFY THE ARCHITECT PRIOR TO WORK. 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. 12. PROVIDE BLOCKING AS REQUIRED FOR PROPER SUPPORT OF WALL AND CEILING MOUNTED EQUIPMENT. 13. INSTALL PEX PIPE SYSTEM PLUMBING; INSULATE AS REQUIRED. 14. FOR ALL "MATCH EXISTING" NOTES, ARCHITECT'S INTENT IS FOR CONTRACTOR TO MATCH EXISTING PROFILE AND FINISH AS CLOSE AS POSSIBLE USING AVAILABLE STOCK MATERIALS. IF UNABLE TO MATCH EXISTING, PROVIDE SAMPLES FOR ALTERNATE MATERIALS OR METHODS FOR ARCHITECT'S APPROVAL. 15. DISSIMILAR METALS TO REMAIN SEPARATED TO AVOID GALVANIC CORROSION. 16. ALL EXTERIOR WALLS AND ROOFS TO HAVE CLOSED CELL SPRAY FOAM INSULATION. 17. ALL EXTERIOR WALLS TO BE STUD GRADE 2 X 6 NO. 2 SYP WITH STUDS AT 24" OC UNLESS OTHERWISE NOTED. 18. ALL INTERIOR WALLS TO BE STUD GRADE 2 X 4 OR NO. 2 SYP WITH STUDS AT 16" OC WITH 1/2" GYPSUM BOARD SHEATHING ON BOTH SIDES UNLESS OTHERWISE NOTED. ALL CAVITIES IN WALL ASSEMBLY TO BE FILLED WITH R-11 SOUND BATT INSULATION. 19. ALL CEILINGS TO BE SHEATHED WITH 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED. 20. ALL INTERIOR PAINTS, STAINS AND SEALANTS TO BE NON-TOXIC. 21. FIRE SUPPRESSION SYSTEM MUST BE INSTALLED BY A CONTRACTOR LICENSED PER STATE FIRE MARSHAL'S REQUIREMENTS. SHOP DRAWINGS OF SYSTEM MUST BE SUBMITTED TO FIRE MARSHAL FOR REVIEW AND APPROVAL. 22. ALL WORK MUST BE IN COMPLIANCE WITH THE APPLICABLE NFPA STANDARDS AND THE INTERNATIONAL FIRE CODE AS AMENDED BY THE CITY OF AUSTIN. 23. MINIMUM OF 15 DAYS MUST BE ALLOWED FOR NEW SYSTEM PLAN REVIEWS 613 West Lynn Spec 613 West Lynn Austin, TX 78703 PROJECT DESCRIPTION REMODEL OF EXISTING HOME WITH AN ADDITION OF AN ADU. PROJECT TEAM CLIENT CONTACT: MICHAEL LAHR 10808 PELICAN POINT, AUSTIN, TX 78778730 e: LAHRHOME91@GMAIL.COM ARCHITECT DESIGNTRAIT ARCHITECTS CONTACT: BECKY JEANES 2525 SOUTH LAMAR #6 AUSTIN, TX 78704 PH: 512-542-0073 EMAIL: BECKY@DESIGNTRAIT.COM PROJECT CODE ANALYSIS ZONING: PARCEL ID: CONSTRUCTION TYPE: MF-4 NP 106602 V-B LOT SIZE: 10,130 SQFT (.233 ACRES) FLOOR AREA RATIO: PROVIDED: 39% (3,934 SQFT) ALLOWED: MAX 40% (4,052 SQFT) IMPERVIOUS COVERAGE: PROVIDED: 44% (4473.5) ALLOWED: 45% (4558.5) AIR CONDITIONED AREA: 4,854 SQFT MAIN HOUSE BASEMENT FLOOR: LEVEL 01: LEVEL 02: TOTAL: ADU LEVEL 01: LEVEL 02: TOTAL: CARPORT: GARAGE: 1,187 SQFT 1,868 SQFT 701 SQFT 3,756 SQFT 549 SQFT 549 SQFT 1,098 SQFT 267 SQFT 445 SQFT ARCHITECTURAL SYMBOLS N A1/A2.1 NORTH ARROW EXTERIOR ELEVATION BUILDING SECTION A1/A3.1 A1/A3.1 2 . 6 A / 1 A SECTION DETAIL A4 #LayID A1 OR A1/A5.1 INTERIOR ELEVATION SHEET LOCATION NUMBER ELEVATION NUMBER ROOM NAME 101 ROOM IDENTIFICATION ROOM NUMBER (AS REQ'D.) A2 A3 1 FLOOR ELEVATION 121'-6" VERTICAL ELEVATION PLAN/SPOT/LEVEL ELEVATION PARTITION TYPE (RE: PARTITION SCHEDULE FOR DESCRIPTION) DOOR NUMBER (RE: DOOR SCHEDULE) 9'-0" WA4 101-1 W01 WD-1 FINISH TAG (RE: FINISH SCHEDULE) AP-1 APPLIANCE TAG (RE: APPLIANCE SCHEDULE) P1 PLUMBING TAG (RE: PLUMBING SCHEDULE) BREAK LINE MATCH LINE MATCH LINE RE: A2.04 A DETAIL REFERENCE DETAIL NUMBER (LOCATION ON SHEET) WINDOW / GLAZING TYPE (RE: WINDOW SCHEDULE) A2/A6.1 SHEET NUMBER 1 KEYNOTE REVISION NUMBER AND AFFECTED AREA COLUMN GRID INDENTIFICATION 1 SHEET INDEX ARCHITECTURAL A0.0 COVER SHEET SURVEY SITE PLAN A0.1 A0.2 A0.3 A0.4 D1.1 A1.1 A1.2 A1.3 A1.4 A1.5 A2.1 A2.2 A2.3 A2.4 A3.1 BUILDING TENT EXHIBIT BASEMENT EXEMPTION EXHIBIT DEMO PLAN MAIN HOUSE - FLOOR PLAN BASEMENT LEVEL MAIN HOUSE - FLOOR PLAN LEVEL 1 MAIN HOUSE - FLOOR PLAN LEVEL 2 MAIN HOUSE - ROOF PLAN ADU - FLOOR PLANS LEVEL 1 & 2 BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING SECTIONS R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE COVER SHEET SHEET A0.0 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE SURVEY SHEET A0.1 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. LEGEND:BARBWIRE FENCECHAINLINK FENCEWROUGHT IRON FENCEWOOD FENCEIRF = IRON ROD FOUNDIRS = IRON ROD SET WITH "PREMIER" CAPCM = CONTROLLING MONUMENT(WOOD) RAILROAD TIE = STONE = BRICK = WOOD = TILE = GRAVEL = CONCRETE = ASPHALT = IPF = IRON PIPE FOUNDELECTRIC LINEEM = ELECTRIC METERGM = GAS METERVINYL FENCE14.3'6.0'13.8'0.6'4.9'0.6'5.3'35.3'31.1'0'15'30'60'SCALE: 1"= 30'N 29° 02' 30" E 53.99'S 65° 00' 00" E 199.32'47.14'N 66° 49' 11" W 118.23'N 67° 00' 21" W 84.69'(REFERENCE BEARING)W. LYNN STREETWWATER METERUTILITY POLE28.1'ONE STORYFRAME RESIDENCE613 W. LYNNSTREET32.5'14.2'8.3'GMEMA/CALLEYS 25° 23' 25" WFOUND60D NAILFOUND60D NAILPOOLEQUIP.0.233 AC.CM537.20'ELEV. =IN CONC."X" FOUND1/2" IRF10,130 SQ. FT.INST. NO. 2019025055O.P.R.T.C.T.GREENWOODJOHN HARRIST. J. CHAMBERS SURVEYABSTRACT NO. 7PAGE 1 OF 217" SPANISH OAK20" ELM27" POST OAK21" ELM12", 18" ELMS1/2" IRFCM-TBMPOINT OFBEGINNING0.7'1.7'1.9'0.4'0.5'0.6'POOLJASON LATURNERINST. NO. 2006048401HUSBAND, ROBERTWENDY A. DITTMER ANDIN INST. NO. 2003235485)O.P.R.T.C.T.(DESC. BY METES/BOUNDSAND BERTHA MAGDALENSTEGER DILDYCHARLES BETHEA DILDYR.P.R.T.C.T.VOL. 11460, PG. 5(10e)-EASEMENT, VOL. 8209, PG. 94, D.R.T.C.T.(10c)-EASEMENT, VOL. 3758, PG. 1769, D.R.T.C.T.(10d)-EASEMENT, VOL. 7029, PG. 977, D.R.T.C.T.THIS PROPERTY MAY BE SUBJECT TO THE FOLLOWING:(10b)-EASEMENT, VOL. 3310, PG. 1738, D.R.T.C.T.ELEVATIONS ARE BASED ON BENCHMARKBEARINGS ARE BASED ON THE RECORDED DEED.THIS PROPERTY IS NOT AFFECTED BY THE FOLLOWING:(10a)-EASEMENT, VOL. 658, PG. 469, D.R.T.C.T.FINISHED FLOOR = 538.65'NOTES:TBM = TEMPORARY BENCHMARK.CONTOUR INTERVAL EQUALS ONE FOOT."H-23-3001" WITH AN ELEV. OF 530.56' (NAVD 1988).LEGAL DESCRIPTION:BEING A 0.233 ACRE TRACT OF LAND SITUATED IN THE T. J. CHAMBERS SURVEY, ABSTRACT NO. 7, TRAVIS COUNTY, TEXAS, BEING ALL THATCERTAIN TRACT OF LAND DESCRIBED IN DEED TO JOHN HARRIS GREENWOOD, AS RECORDED IN INSTRUMENT NO. 2019025055, OFFICIALPUBLIC RECORDS, TRAVIS COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS DESCRIPTION ATTACHEDHERETO AND MADE A PART THEREOF ON PAGE 2.DATE:ACCEPTED BY:TECHGF. NO.SURVEYOR'S CERTIFICATION:THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE ANDCORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THEREARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BEUSED FOR CONSTRUCTION PURPOSES AND IS FOR THE EXCLUSIVE USE OF THE HEREON NAMED PURCHASER, MORTGAGE COMPANY, ANDTITLE COMPANY ONLY AND THIS SURVEY IS MADE PURSUANT TO THAT CERTAIN TITLE COMMITMENT UNDER THE GF NUMBER SHOWNHEREON, PROVIDED BY THE TITLE COMPANY NAMED HEREON AND THAT THIS DATE, THE EASEMENTS, RIGHTS-OF-WAY, OR OTHERLOCATABLE MATTERS OF RECORD THAT THE UNDERSIGNED HAS KNOWLEDGE OR HAS BEEN ADVISED ARE AS SHOWN OR NOTED HEREON.THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE RECORDED DEED REFERENCED HEREON.FIELDMSPTM42664613 W. LYNN STREET, AUSTIN, TX 78703FLOOD INFORMATION:THE SUBJECT PROPERTY DOES NOT APPEAR TO LIEWITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARDZONE ACCORDING TO THE MAP PUBLISHED BY THEFEDERAL EMERGENCY MANAGEMENT AGENCY, ANDHAS A ZONE "X" RATING AS SHOWN BY MAP NO.48453C0445 K, DATED JANUARY 22, 2020.0.233 AC., T. J. CHAMBERS SURVEY, ABSTRACT NO. 7DATE:JOB NO.:04/01/2121-02226TOPOTSFIELD:03/31/21TITLE CO.TRINITY TITLEREV.:04/21/2110'-9 1/2" BUILDING TENT 5; HIGHEST GRADE: 523'-11 3/4" 40'-0" BUILDING TENT 4; HIGHEST GRADE: 524'-9 1/2" 40'-0" BUILDING TENT 3; HIGHEST GRADE: 527'-2" 40'-0" BUILDING TENT 2; HIGHEST GRADE: 532'-3" 40'-0" BUILDING TENT 1; HIGHEST GRADE: 536'-6" 32'-1/4" BUILDING LINE Y E L L A ' 4 1 . 7 4 W " 5 2 ' 3 2 ° 5 2 S 520 D R A Y R A E R D E C U D E R " 0 - ' 5 K C A B T E S 521 522 D R A Y R A E R " 0 - ' 0 1 K C A B T E S 520 521 FINISH FLOOR ELEVATION: LEVEL 1 521'-7 3/4" FINISH FLOOR ELEVATION: LEVEL 2 533'-7 3/4" NEW 2 GARAGE (445 SF) NEW 2-STORY ADU (1,098 SF + 295 SF CARPORT) 523 524 525 0.233 ACRES 10,130 SQ.FT EXISTING POOL HIGH POINT TENT 2 +532'-3" HIGH POINT FRONT SETBACK +536'-3 3/8" 15'-0" HISTORIC PRESERVATION REQUIRED " 7 - ' 9 " 2 / 1 7 - ' 9 SIDE YARD SETBACK 5'-0" MIN. ADJ. GRADE +527'-5 1/2" BASEMENT BELOW REPRESENTED AS HATCHED. FULLY CONTAINED WITHIN LEVEL 1 D R A Y T N O R F " 0 - ' 5 2 K C A B T E S LANDSCAPED FRONT YARD EXISTING PAVING FINISH FLOOR ELEVATION: LEVEL 0 527'-7 3/4" FINISH FLOOR ELEVATION: LEVEL 1 538'-7 3/4" FINISH FLOOR ELEVATION: LEVEL 2 550'-7 3/4" NEW 2-STORY ADDITION (3,417 SF) EXISTING 1-STORY TO REMAIN (339 SF) MAX ADJ. GRADE +536'-2" D E P A C S D N A L D R A Y T N O R F " 0 - ' 2 . P Y T " 0 - ' 3 . P Y T 526 527 " 4 - ' 9 SIDE YARD SETBACK 5'-0" 528 529 530 531 532 533 534 535 536 537 18'-0" " 3 - ' 7 ' 9 9 . 3 5 E " 0 3 ' 2 0 ° 9 2 N T E E R T S N N Y L T S E W NEW CURB CUT HIGH POINT TENT 5 +523'-11 3/4" HIGH POINT TENT 4 +524'-9 1/2" HIGH POINT TENT 3 +527'-2 1/8" HIGH POINT TENT 1 +536'-6" LOW POINT FRONT SETBACK +536'-10 1/2" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE SITE PLAN SHEET A0.2 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. PLOT PLAN N SCALE: 1/8" = 1'-0" 10'-2 3/4" BUILDING TENT 5; HIGHEST GRADE: 523'-11 3/4" 40'-0" BUILDING TENT 4; HIGHEST GRADE: 524'-9 1/2" 40'-0" BUILDING TENT 3; HIGHEST GRADE: 527'-2" 40'-0" BUILDING TENT 2; HIGHEST GRADE: 532'-3" 40'-0" BUILDING TENT 1; HIGHEST GRADE: 536'-6" EXTERIOR ELEVATION @ EAST SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION @ WEST SCALE: 1/8" = 1'-0" MAIN HOUSE - LEVEL 2 +11'-0" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I " 7 - ' 9 3 MAIN HOUSE - ROOF +27'-7" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 1 ±0" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL -5'-0" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL -12'-0" " 7 - ' 6 1 " 0 - ' 3 1 " 0 - ' 0 1 " 1 - ' 8 " 6 - ' 8 " 0 - ' 3 1 " 0 - ' 0 1 " 7 - ' 9 3 " 1 - ' 8 " 6 - ' 8 " 0 - ' 3 1 " 0 - ' 0 1 " 7 - ' 9 3 B U I L D I N G T E N T 1 B U I L D I N G T E N T 2 B U I L D I N B U I L D I N G T E N T 3 G T E N T 4 B U I L D I N G T E N T 1 B U I L D I N G T E N T 2 B U I L D I N G T E N T 3 B U I L D I N G T E N T 4 " 8 / 1 1 1 - ' 8 " 8 / 5 5 - ' 8 " 8 / 5 4 - ' 7 1 " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 8 / 1 0 1 - ' 3 1 G N I T S X E I " 7 - ' 7 2 MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" L E L L A R R A P E N I L G N D L I U B I E N I L Y T R E P O R P O T " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 7 - ' 7 2 " 8 / 1 0 1 - ' 3 1 G N I T S X E I " 6 " 0 - ' 1 1 " 0 - ' 2 1 " 6 - ' 3 2 " 0 - ' 3 " 0 - ' 2 " 0 - ' 7 " 6 - ' 3 " 6 - ' 5 1 EXTERIOR ELEVATION @ SOUTH SCALE: 1/8" = 1'-0" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE BUILDING TENT EXHIBIT SHEET A0.3 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" MAIN HOUSE - ROOF +566'-2 3/4" MAIN HOUSE - LEVEL 2 +549'-7 3/4" ADU - ROOF +544'-7 3/4" MAIN HOUSE - LEVEL 1 +538'-7 3/4" ADU - SECOND LEVEL +533'-7 3/4" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" MAIN HOUSE - ROOF +566'-2 3/4" MAIN HOUSE - LEVEL 2 +549'-7 3/4" ADU - ROOF +544'-7 3/4" MAIN HOUSE - LEVEL 1 +538'-7 3/4" ADU - SECOND LEVEL +533'-7 3/4" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" " 0 - ' 5 1 E N I L Y T R E P O R P T N O R F MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" " 6 " 0 - ' 1 1 " 0 - ' 2 1 " 6 - ' 3 2 L E L L A R R A P E N I L G N D L I U B I E N I L Y T R E P O R P O T " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 8 / 1 0 1 - ' 3 1 G N I T S X E I " 7 - ' 7 2 32'-1/4" BUILDING LINE 40'-0" BUILDING TENT 1; HIGHEST GRADE: 536'-6" 40'-0" BUILDING TENT 2; HIGHEST GRADE: 532'-3" 40'-0" BUILDING TENT 3; HIGHEST GRADE: 527'-2" 40'-0" BUILDING TENT 4; HIGHEST GRADE: 524'-9 1/2" 10'-9 1/2" BUILDING TENT 5; HIGHEST GRADE: 523' 11 3/4" EXTERIOR ELEVATION @ NORTH SCALE: 1/8" = 1'-0" " 8 / 1 1 1 - ' 8 " 8 / 5 5 - ' 8 " 8 / 5 4 - ' 7 1 " 8 / 7 - ' 2 EXISTING F.F LEVEL 1 +538'-7 3/4" HIGH POINT GRADE @ FRONT SETBACK & PROP. LINE +536'-10 1/2" AVG. GRADE @ FRONT SETBACK & PROP. LINE +536'-6 7/8" LOW POINT GRADE @ FRONT SETBACK & PROP. LINE +536'-3 3/8" BASEMENT EXEMPTION LEGEND WALL AREA BELOW GRADE PERIMETER OF BASEMENT WALL WALL AREA CALCULATIONS TOTAL WALL AREA WALL AREA BELOW GRADE % BELOW GRADE TOTAL 1,566 SF NORTH 490 SF SOUTH 490 SF EAST 293 SF WEST 293 SF 869 SF 296 SF 272 SF 13 SF 288 SF 55.49 % 60.4% 55.5% 4.4% 98.3% F O N O I T R O P D E D A H S R E D N U T N E M E S A B D N O Y E B E D A R G EXTERIOR ELEVATION @ EAST SCALE: 1/8" = 1'-0" SHADED PORTION OF BASEMENT UNDER GRADE BEYOND EXTERIOR ELEVATION @ WEST SCALE: 1/8" = 1'-0" MAIN HOUSE - LEVEL 2 +11'-0" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I " 7 - ' 9 3 MAIN HOUSE - ROOF +27'-7" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 1 ±0" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL -5'-0" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL -12'-0" " 7 - ' 6 1 " 0 - ' 3 1 " 0 - ' 0 1 " 1 - ' 8 " 6 - ' 8 " 0 - ' 3 1 " 0 - ' 0 1 " 7 - ' 9 3 " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 8 / 1 0 1 - ' 3 1 G N I T S X E I " 7 - ' 7 2 MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" E N I L Y T R E P O R P T N O R F MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 8 / 1 0 1 - ' 3 1 G N I T S X E I " 7 - ' 7 2 MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 7 - ' 7 2 " 8 / 1 0 1 - ' 3 1 G N I T S X E I MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" " 1 - ' 8 " 6 - ' 8 " 0 - ' 3 1 " 0 - ' 0 1 " 7 - ' 9 3 SHADED PORTION OF BASEMENT UNDER GRADE BEYOND SHADED AREA REPRESENTS BASEMENT BELOW LEVEL 1. FULLY CONTAINED WITHIN LEVEL 1 FOOTPRINT EXTERIOR ELEVATION @ NORTH SCALE: 1/8" = 1'-0" SHADED PORTION OF BASEMENT UNDER GRADE BEYOND EXTERIOR ELEVATION @ SOUTH SCALE: 1/8" = 1'-0" BASEMENT BUILDING FOOTPRINT DIAGRAM SCALE: 1/8" = 1'-0" A1 N R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE BASEMENT EXEMPTION EXHIBIT SHEET A0.4 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. GENERAL NOTES | DEMO PLAN KEYNOTES - DEMO PLAN 1. Do not scale the drawings. If a specific dimension is not given, contract Designtrait for clarification. 2. Dimensions are to face of frame or centerline of frame as noted. 3. Keynotes located on this sheet are for this sheet only. 4. Contractor shall exercise reasonable precaution in the protection of all existing finishes to remain and/or all existing substrates to receive new finish; Contractor shall: provide protective coverings and impact protection for all floor, partition, ceiling, window, glass, and all other existing finishes in the project area and for all finishes which may be subject to traffic or construction activity in adjacent areas; extend protection from building entry(ies) to project area(s). Patch and repair all finishes and materials that occur from the removal or demolition procedure. The Contractor shall remove from demolished walls or portions of walls all power circuits and switch legs back to first junction box. Remove any millwork or wall-mounted fixtures from walls indicated to be demolished and not otherwise shown. Any building fixtures removed from the Project and not disposed of shall be salvaged as directed by the Owner Representative. The Contractor shall take care not to unreasonable cause damage to the building fixtures. 5. 6. 7. Contractor to remove at least one side of gyp at all existing walls for the installation new sound batt insulation. 8. Contractor to remove ALL wall panelling from project. Replace with 5/8" Gyp Bd. 9. Existing walls might carry or transfer roof and/or ceiling loads. Consult with a qualified structural engineer to verify load bearing status for all existing walls prior to any demolition work. Provide transfer beams or alternate structure if necessary. Provide temporary shoring where required. 10. Contractor shall walk project site with Architect and Owner to review extent of demolition and identify any additional components that need to be removed in order to provide proposed new construction or that the Owner wishes to be removed as part of the scope of project. 1 2 3 4 5 6 7 Existing front porch to remain. Interior partitions to be demo'd. Demo existing wood rear patio. Demo existing wood patio stairs. WALL LEGEND EXISTING WALL TO REMAIN NEW WALL DEMO EXISTING WALL Shaded area shown as extents of first 15'-0" of the structure to remain. Patch and reparir all exterior walls, roofs and slab to remain within area, U.N.O. Existing glazing to remain. Repair/replace as needed. Demo all exterior & interior walls, slabs, roof, plumbing fixtures & appliances outside of first 15'-0" of existing structure. 15'-0" HISTORIC PRESERVATION REQUIRED 2 1 4 2 2 2 2 1 7 5 2 3 7 6 F 5 E R R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE DEMO PLAN SHEET D1.1 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. DEMO PLAN - MAIN HOUSE - BASEMENT LEVEL N SCALE: 1/4" = 1'-0" DEMO PLAN - MAIN HOUSE - LEVEL 1 N SCALE: 1/4" = 1'-0" E R 5 5 7 10'-8 3/4" PLANTER 48'-1 1/2" 40'-3 1/2" DASHED LINE INDICATES LINE OF FLOOR ABOVE 3 . 0 A / 2 C EXISTING POOL " 5 - ' 9 2 UNCOVERED OUTDOOR PATIO COVERED OUTDOOR PATIO MASTER BEDROOM MASTER BATHROOM FREE STANDING TUB IN SHOWER N E N I L K R O W E S A C CLOSET CLOSET 3 . 0 A / 1 C " 8 / 3 9 - ' 1 2 " 2 / 1 1 1 - ' 5 2 " 8 / 1 2 - ' 4 DASHED LINE INDICATES LINE OF FLOOR ABOVE PLANTER CASEWORK 9'-3 1/2" 10'-8 3/4" 48'-1 1/2" 19'-4 3/8" 19'-8 1/8" 9'-1" DASHED LINE INDICATES LINE OF FLOOR ABOVE A1/A0.3 7'-10" UP CASEWORK POWDER OUTDOOR SHOWER B1/A0.3 GENERAL NOTES | FLOOR PLAN 1. Do not scale the drawings. If a specific dimension is not given, contract Designtrait for clarification. 2. Dimensions are to face of frame or centerline of frame as noted. 3. Keynotes located on this sheet are for this sheet only. Provide tempered glazing as required by local codes. 4. Provide submittals and shop drawings showing number of windows, locations of tempered glazing, 5. finishes, etc. 6. Window and door types indicate rough sizes only. GC shall field verify the appropriate glazing and leaf sizes in the field prior to ordering. For any questions, contact Designtrait for clarification. 7. Patch and repair all finishes and materials that occur from the removal or demolition procedure. 8. Contractor to remove at least one side of gyp at all existing walls for the installation new sound batt 9. insulation. Existing walls might carry or transfer roof and/or ceiling loads. Consult with a qualified structural engineer to verify load bearing status for all existing walls prior to any demolition work. Provide transfer beams or alternate structure if necessary. Provide temporary shoring where required. 10. Contractor shall walk project site with Architect and Owner to review extent of demolition and identify any additional components that need to be removed in order to provide proposed new construction or that the Owner wishes to be removed as part of the scope of project. FLOOR PLAN - BASEMENT LEVEL N SCALE: 1/4" = 1'-0" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE MAIN HOUSE - FLOOR PLAN BASEMENT LEVEL SHEET A1.1 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. GENERAL NOTES | FLOOR PLAN 1. Do not scale the drawings. If a specific dimension is not given, contract Designtrait for clarification. 2. Dimensions are to face of frame or centerline of frame as noted. 3. Keynotes located on this sheet are for this sheet only. Provide tempered glazing as required by local codes. 4. Provide submittals and shop drawings showing number of windows, locations of tempered glazing, 5. finishes, etc. 6. Window and door types indicate rough sizes only. GC shall field verify the appropriate glazing and leaf sizes in the field prior to ordering. For any questions, contact Designtrait for clarification. 7. Patch and repair all finishes and materials that occur from the removal or demolition procedure. 8. Contractor to remove at least one side of gyp at all existing walls for the installation new sound batt 9. insulation. Existing walls might carry or transfer roof and/or ceiling loads. Consult with a qualified structural engineer to verify load bearing status for all existing walls prior to any demolition work. Provide transfer beams or alternate structure if necessary. Provide temporary shoring where required. 10. Contractor shall walk project site with Architect and Owner to review extent of demolition and identify any additional components that need to be removed in order to provide proposed new construction or that the Owner wishes to be removed as part of the scope of project. 15'-0" HISTORIC PRESERVATION REQUIRED 1'-5/8" 63'-9" 9'-8 3/4" 19'-4 1/4" 28'-8 1/2" 5'-11 1/2" A1/A0.3 " 0 - ' 2 " 2 / 1 8 - ' 0 1 " 4 / 3 8 - ' 0 2 " 1 - ' 2 1'-5/8" OUTDOOR PATIO DINING EXISTING POOL 3 . 0 A / 2 C " 4 / 1 6 - ' 5 3 BATHROOM DESK OFFICE CASEWORK UNDER STAIRS GUEST ROOM K S E D EXISTING FRONT PORCH BENCH/COAT LANDSCAPED FRONT YARD EXISTING PAVING LANDSCAPED FRONT YARD DN LINE OF SECOND FLOOR ABOVE LINE OF SECOND FLOOR ABOVE ENTRY LIVING KITCHEN DW MECHANICAL ROOM D W SITTING/LIBRARY ROOM UP M O O R D U M K R O W E S A C UTILITY ROOM CASEWORK 22'-6 5/8" B1/A0.3 PANTRY K R O W E S A C PANTRY F ENTRY 26'-1 1/2" 63'-9" 15'-7/8" " 8 / 1 0 1 - ' 3 1 " 2 / 1 - ' 4 1 " 8 / 5 7 - ' 7 3 . 0 A / 1 C FLOOR PLAN - LEVEL 1 N SCALE: 1/4" = 1'-0" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE MAIN HOUSE - FLOOR PLAN LEVEL 1 SHEET A1.2 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. GENERAL NOTES | FLOOR PLAN 1. Do not scale the drawings. If a specific dimension is not given, contract Designtrait for clarification. 2. Dimensions are to face of frame or centerline of frame as noted. 3. Keynotes located on this sheet are for this sheet only. Provide tempered glazing as required by local codes. 4. Provide submittals and shop drawings showing number of windows, locations of tempered glazing, 5. finishes, etc. 6. Window and door types indicate rough sizes only. GC shall field verify the appropriate glazing and leaf sizes in the field prior to ordering. For any questions, contact Designtrait for clarification. 7. Patch and repair all finishes and materials that occur from the removal or demolition procedure. 8. Contractor to remove at least one side of gyp at all existing walls for the installation new sound batt 9. insulation. Existing walls might carry or transfer roof and/or ceiling loads. Consult with a qualified structural engineer to verify load bearing status for all existing walls prior to any demolition work. Provide transfer beams or alternate structure if necessary. Provide temporary shoring where required. 10. Contractor shall walk project site with Architect and Owner to review extent of demolition and identify any additional components that need to be removed in order to provide proposed new construction or that the Owner wishes to be removed as part of the scope of project. A1/A0.3 19'-7 1/8" UPPER BEDROOM 1 DASHED LINE INDICATES LINE OF FLOOR BELOW 3 . 0 A / 2 C DASHED LINE INDICATES LINE OF FLOOR BELOW " 8 / 3 6 - ' 5 3 DN " 8 / 3 6 - ' 5 3 3 . 0 A / 1 C WALK IN CLOSET WALK IN CLOSET K S E D K S E D SHARED BATHROOM UPPER BEDROOM 2 19'-7 1/8" B1/A0.3 FLOOR PLAN - LEVEL 2 N SCALE: 1/4" = 1'-0" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE MAIN HOUSE - FLOOR PLAN LEVEL 2 SHEET A1.3 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. 3 . 0 A / 2 C NEW METAL ROOF, MATCH SLOPE TO EXISTING ROOF PITCH NEW METAL ROOF, MATCH SLOPE TO EXISTING ROOF PITCH EXISTING METAL ROOF 3 . 0 A / 1 C EXISTING METAL ROOF 6'-0"x6'-0" SKYLIGHT 3'-6"x14'-0" SKYLIGHT 6'-0"x6'-0" SKYLIGHT I N A R D O T E P O L S I N A R D O T E P O L S NEW METAL ROOF, MATCH SLOPE TO EXISTING ROOF PITCH NEW METAL ROOF, MATCH SLOPE TO EXISTING ROOF PITCH PROVIDE PERIMETER BOX GUTTERS, MATCH COLOR TO EXTERIOR FACADE, TYP. A1/A0.3 6'-0"x6'-0" SKYLIGHT I N A R D O T E P O L S I N A R D O T E P O L S B1/A0.3 GENERAL NOTES | ROOF PLAN 1. Do not scale the drawings. If a specific dimension is not given, contract Designtrait for clarification. 2. Dimensions are to face of frame or centerline of frame as noted. 3. Keynotes located on this sheet are for this sheet only. Provide tempered glazing as required by local codes. 4. Provide submittals and shop drawings showing number of windows, locations of tempered glazing, 5. finishes, etc. 7. 8. 6. Window and door types indicate rough sizes only. GC shall field verify the appropriate glazing and leaf sizes in the field prior to ordering. For any questions, contact Designtrait for clarification. Patch and repair all finishes and materials that occur from the removal or demolition procedure. Existing walls might carry or transfer roof and/or ceiling loads. Consult with a qualified structural engineer to verify load bearing status for all existing walls prior to any demolition work. Provide transfer beams or alternate structure if necessary. Provide temporary shoring where required. 9. Contractor shall walk project site with Architect and Owner to review extent of demolition and identify any additional components that need to be removed in order to provide proposed new construction or that the Owner wishes to be removed as part of the scope of project. R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE MAIN HOUSE - ROOF PLAN SHEET A1.4 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. ROOF PLAN N SCALE: 1/4" = 1'-0" GENERAL NOTES | FLOOR PLAN 1. Do not scale the drawings. If a specific dimension is not given, contract Designtrait for clarification. 2. Dimensions are to face of frame or centerline of frame as noted. 3. Keynotes located on this sheet are for this sheet only. Provide tempered glazing as required by local codes. 4. Provide submittals and shop drawings showing number of windows, locations of tempered glazing, 5. finishes, etc. 6. Window and door types indicate rough sizes only. GC shall field verify the appropriate glazing and leaf sizes in the field prior to ordering. For any questions, contact Designtrait for clarification. 7. Patch and repair all finishes and materials that occur from the removal or demolition procedure. 8. Contractor to remove at least one side of gyp at all existing walls for the installation new sound batt 9. insulation. Existing walls might carry or transfer roof and/or ceiling loads. Consult with a qualified structural engineer to verify load bearing status for all existing walls prior to any demolition work. Provide transfer beams or alternate structure if necessary. Provide temporary shoring where required. 10. Contractor shall walk project site with Architect and Owner to review extent of demolition and identify any additional components that need to be removed in order to provide proposed new construction or that the Owner wishes to be removed as part of the scope of project. OUTDOOR PATIO 15'-4" BEDROOM 2 " 8 / 7 5 - ' 0 1 " 4 / 3 - ' 4 " 0 - ' 1 2 BATHROOM 2 T E S O L C 4 . 2 A / 4 A " 8 / 5 6 - ' 5 3 4 . 2 A / 4 C " 8 / 1 1 - ' 5 3 DN BEDROOM 1 CLOSET BATHROOM 1 25'-1/2" 16'-0" PLANTER CARPORT 15'-4" 6'-1/2" 1'-0" LIVING OUTDOOR PATIO " 4 / 1 6 - ' 3 1 PLANTER GRAVELED AREA ENTRY 2 CAR GARAGE SLOPE TO DRAIN 1/8:12 MAX GRAVELED OUTDOOR PATIO WITH TRELLIS ABOVE 4 . 2 A / 4 A 4 . 2 A / 4 C " 8 / 5 6 - ' 5 3 DW KITCHEN POWDER ROOM F LANDSCAPED YARD Y T I L I T U / D W P U NEW GATE INTEGRATED WITH FENCE NEW PRIVACY FENCE 21'-0" 10'-1" 15'-4" ADU FLOOR PLAN - LEVEL 2 N SCALE: 1/4" = 1'-0" ADU FLOOR PLAN - LEVEL 1 N SCALE: 1/4" = 1'-0" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE ADU - FLOOR PLANS LEVEL 1 & 2 SHEET A1.5 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" E N I L Y T R E P O R P T N O R F MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" " 7 - ' 7 2 " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 8 / 1 0 1 - ' 3 1 G N I T S X E I 1 2 3 13 4 5 6 10 KEYNOTES - EXTERIOR ELEVATIONS First 15'-0" of existing metal roof @ existing structure to remain, clean/repair as needed. First 15'-0" of existing fascia @ existing structure to remain, clean/repair as needed. First 15'-0" of existing masonry columns, chimney & stairs @ existing structure to remain, patch/ repair as needed. First 15'-0" of existing siding @ existing structure to remain, patch/repair as needed. Finish as directed, coordinate & verify with Designtrait. New standing seam metal roof, match slope to existing roof. Smooth stucco finish, paint and finish as directed by Designtrait. 1 2 3 4 5 6 7 8 9 Exterior wood clad. Painted metal railing. Painted structural column. 10 Board formed concrete walls, finish as directed. 11 Wood privacy fence. 12 Painted structural beam with wood joist infill. 13 Exterior ship lap siding. " 7 - ' 9 3 " 1 - ' 8 " 6 - ' 8 " 0 - ' 3 1 7 8 9 " 0 - ' 0 1 10 R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE BUILDING ELEVATIONS SHEET A2.1 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. MAIN HOUSE - SOUTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A1 6 13 4 5 10 " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 7 - ' 7 2 " 8 / 1 0 1 - ' 3 1 G N I T S X E I 1 2 3 " 1 - ' 8 " 6 - ' 8 " 0 - ' 3 1 " 0 - ' 0 1 " 7 - ' 9 3 9 10 KEYNOTES - EXTERIOR ELEVATIONS First 15'-0" of existing metal roof @ existing structure to remain, clean/repair as needed. First 15'-0" of existing fascia @ existing structure to remain, clean/repair as needed. First 15'-0" of existing masonry columns, chimney & stairs @ existing structure to remain, patch/ repair as needed. First 15'-0" of existing siding @ existing structure to remain, patch/repair as needed. Finish as directed, coordinate & verify with Designtrait. New standing seam metal roof, match slope to existing roof. Smooth stucco finish, paint and finish as directed by Designtrait. 1 2 3 4 5 6 7 8 9 Exterior wood clad. Painted metal railing. Painted structural column. 10 Board formed concrete walls, finish as directed. 11 Wood privacy fence. 12 Painted structural beam with wood joist infill. 13 Exterior ship lap siding. MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE BUILDING ELEVATIONS SHEET A2.2 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. MAIN HOUSE - NORTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A1 MAIN HOUSE - ROOF +27'-7" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +11'-0" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 ±0" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL -5'-0" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL -12'-0" 5 " 7 - ' 6 1 13 8 9 " 7 - ' 9 3 " 0 - ' 3 1 " 0 - ' 0 1 5 13 5 7 13 9 10 " 4 / 1 2 - ' 9 " 2 / 1 6 - ' 4 G N I T S X E I " 8 / 1 0 1 - ' 3 1 G N I T S X E I " 7 - ' 7 2 5 13 1 4 MAIN HOUSE - ROOF +566'-2 3/4" MAX BUILDING HEIGHT +563'-9 3/4" GABLED HEIGHT +561'-8 1/2" MAIN HOUSE - LEVEL 2 +549'-7 3/4" " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 4 / 3 0 1 - ' 9 2 I T H G E H G N D L I U B I MAIN HOUSE - LEVEL 1 +538'-7 3/4" MAX ADJ. GRADE +536'-2" ADU - SECOND LEVEL +533'-7 3/4" AVERAGE GRADE +531'-9 3/4" MIN ADJ. GRADE +527'-5 1/2" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" MAIN HOUSE - EAST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A3 MAIN HOUSE - WEST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A1 KEYNOTES - EXTERIOR ELEVATIONS First 15'-0" of existing metal roof @ existing structure to remain, clean/repair as needed. First 15'-0" of existing fascia @ existing structure to remain, clean/repair as needed. First 15'-0" of existing masonry columns, chimney & stairs @ existing structure to remain, patch/ repair as needed. First 15'-0" of existing siding @ existing structure to remain, patch/repair as needed. Finish as directed, coordinate & verify with Designtrait. New standing seam metal roof, match slope to existing roof. Smooth stucco finish, paint and finish as directed by Designtrait. 1 2 3 4 5 6 7 8 9 Exterior wood clad. Painted metal railing. Painted structural column. 10 Board formed concrete walls, finish as directed. 11 Wood privacy fence. 12 Painted structural beam with wood joist infill. 13 Exterior ship lap siding. " 8 / 1 1 1 - ' 8 " 8 / 5 5 - ' 8 " 8 / 5 4 - ' 7 1 13 5 1 2 4 3 R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 SHEET TITLE BUILDING ELEVATIONS SHEET A2.3 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. 11 6 12 11 9 ADU - ROOF +544'-7 3/4" MAIN HOUSE - LEVEL 1 +538'-7 3/4" ADU - SECOND LEVEL +533'-7 3/4" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" ADU - ROOF +544'-7 3/4" MAIN HOUSE - LEVEL 1 +538'-7 3/4" ADU - SECOND LEVEL +533'-7 3/4" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" ADU - ROOF +544'-7 3/4" MAIN HOUSE - LEVEL 1 +538'-7 3/4" " 6 - ' 3 2 ADU - SECOND LEVEL +533'-7 3/4" 8 7 " 0 - ' 5 1 10 MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - WEST ELEVATION SCALE: 1/4" = 1'-0" ADU - MAIN LEVEL +521'-7 3/4" " 6 " 0 - ' 1 1 " 0 - ' 2 1 " 6 " 0 - ' 1 1 " 0 - ' 0 1 " 6 - ' 3 2 " 0 - ' 2 6 8 12 6 " 6 " 0 - ' 1 1 " 0 - ' 2 1 " 6 - ' 3 2 11 9 6 6 11 11 9 10 ADU - EAST ELEVATION SCALE: 1/4" = 1'-0" ADU - SOUTH ELEVATION SCALE: 1/4" = 1'-0" KEYNOTES - EXTERIOR ELEVATIONS First 15'-0" of existing metal roof @ existing structure to remain, clean/repair as needed. First 15'-0" of existing fascia @ existing structure to remain, clean/repair as needed. First 15'-0" of existing masonry columns, chimney & stairs @ existing structure to remain, patch/ repair as needed. First 15'-0" of existing siding @ existing structure to remain, patch/repair as needed. Finish as directed, coordinate & verify with Designtrait. New standing seam metal roof, match slope to existing roof. Smooth stucco finish, paint and finish as directed by Designtrait. 1 2 3 4 5 6 7 8 9 Exterior wood clad. Painted metal railing. Painted structural column. 10 Board formed concrete walls, finish as directed. 11 Wood privacy fence. 12 Painted structural beam with wood joist infill. 13 Exterior ship lap siding. ADU - NORTH ELEVATION SCALE: 1/4" = 1'-0" " 6 " 0 - ' 1 1 6 11 " 6 - ' 3 2 " 0 - ' 2 1 8 7 " 0 - ' 3 " 0 - ' 2 " 0 - ' 7 " 6 - ' 3 " 6 - ' 5 1 R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 SHEET TITLE BUILDING ELEVATIONS SHEET A2.4 CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT. Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 ADU - ROOF +544'-7 3/4" MAIN HOUSE - LEVEL 1 +538'-7 3/4" ADU - SECOND LEVEL +533'-7 3/4" MAIN HOUSE - BASEMENT LEVEL +526'-7 3/4" ADU - MAIN LEVEL +521'-7 3/4" MAIN HOUSE - ROOF +27'-7" MAIN HOUSE - ROOF +27'-7" MAIN HOUSE - ROOF +27'-7" BEDROOM 2 BATHROOM BEDROOM 1 SHOWER BATHROOM HALLWAY " 7 - ' 7 2 MAIN HOUSE - LEVEL 2 +11'-0" MAIN HOUSE - LEVEL 2 +11'-0" MAIN HOUSE - LEVEL 2 +11'-0" LINE OF CEILING PANTRY MUDROOM HALLWAY BATHROOM " 0 - ' 9 ENTRY KITCHEN LIVING LINE OF CEILING " 6 - ' 2 1 " 0 - ' 9 LINE OF CEILING " 8 / 5 4 - ' 3 1 " 0 - ' 7 MAIN HOUSE - LEVEL 1 ±0" ADU - SECOND LEVEL -5'-0" MAIN HOUSE - BASEMENT LEVEL -12'-0" ADU - MAIN LEVEL -17'-0" " 2 / 1 0 1 - ' 2 " 6 - ' 5 " 0 - ' 7 " 0 - ' 2 " 0 - ' 9 " 0 - ' 2 " 0 - ' 0 1 MAIN HOUSE - LEVEL 1 ±0" MAIN HOUSE - LEVEL 1 ±0" ADU - SECOND LEVEL -5'-0" ADU - SECOND LEVEL -5'-0" MAIN HOUSE - BASEMENT LEVEL -12'-0" MAIN HOUSE - BASEMENT LEVEL -12'-0" ADU - MAIN LEVEL -17'-0" ADU - MAIN LEVEL -17'-0" CLOSET HALLWAY MASTER BATHROOM MASTER BATHROOM MASTER BEDROOM COVERED OUTDOOR PATIO EXTERIOR PATIO EXISTING POOL CROSS SECTION THROUGH MAIN HOUSE SCALE: 3/16" = 1'-0" LONGITUDINAL SECTION THROUGH MAIN HOUSE SCALE: 3/16" = 1'-0" EXISTING POOL " 6 " 0 - ' 1 1 " 0 - ' 0 1 " 6 - ' 3 2 " 0 - ' 2 BEDROOM KITCHEN/ LIVING OUTDOOR PATIO CARPORT " 1 - ' 8 " 6 - ' 7 " 0 - ' 2 1 " 0 - ' 2 " 0 - ' 0 1 " 7 - ' 9 3 R O F T O N R O F T O N T I M R E P . n o i t c u r t s n o c r o g n i t t i m r e p t c e t i h c r A s a x e T - e a g n u o T y a r T t 9 0 5 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n . n o i t c u r t s n o c r o g n i t t i m r e p N O I T C U R T S N O C y a m d n a e t l e p m o c n i s i t n e m u c o d s i h T , l a v o r p p a y r o a u g e r r o t l f d e s u e b t o n L A E S T C E J O R P t c e t i h c r A s a x e T - s e n a e J y k c e B 7 9 2 1 2 # n o i t a r t s i g e R 1 2 / 1 / 7 n n y L t s e W 3 1 6 3 0 7 8 7 X T , n i t s u A c e p S n n y L t s e W 3 1 6 Y B N W A R D E U S S I T E E H S H H t e S s s e r g o r P D S | 1 2 / 1 / 7 MAIN HOUSE - LEVEL 1 ±0" ADU - SECOND LEVEL -5'-0" MAIN HOUSE - BASEMENT LEVEL -12'-0" SHEET TITLE BUILDING SECTIONS ADU - MAIN LEVEL -17'-0" SHEET A3.1 CROSS SECTION THROUGH ADU SCALE: 3/16" = 1'-0"