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PANA RESIDENCE GRAPHIC SYMBOLS AND CONVENTIONS LOCATION MAP PROJECT DIRECTORY DRAWING INDEX GRAPHIC SYMBOLS SECTION OR DETAIL NO.DRAWING TITLE View Name  SCALE: 1/8" = 1'-0" 1 SCALE OF SECTION OR DETAIL DIRECTION OF CUTTING PLANE SIM 1 A101 SHEET NO. ON WHICH SECTION IS DRAWN LONGITUDINAL OR CROSS SECTION NO. GRAPHIC CONVENTIONS 5 REVISION NUMBER SHEET NO. ON WHICH ENLARGED DETAIL IS DETAIL NO. DRAWN 1 / A101 NOT TO SCALE AREA OF DETAIL ENLARGED 1 A101 ELEVATION NUMBER SHEET NUMBER DOOR TYPE APPEARING ON SCHEDULE OF OPENING DOOR NUMBER CENTERLINES AND PROJECTED LINES HIDDEN LINE AND/OR LINE ABOVE FLOOR PLANE BOUNDARY LINE AND/OR FLOOR LINES IN EXTERIOR ELEVATIONS 101 B WINDOW TYPE 4'-0" . 6" . " 0 - ' 4 . DIMENSION LINE DESIGNATIONS SHEET NO: DESCRIPTION SHEET NO: DESCRIPTION A-001 A-002 A-003 A-100 A-101 A-102 A-201 COVER SHEET NOTES AND SPECIFICATIONS NOTES AND SPECIFICATIONS SITE PLAN ROOF PLAN FLOOR PLANS EXTERIOR ELEVATIONS PROPERTY OWNER ANDREA PANA 1616 W. 9 1/2 ST. AUSTIN TEXAS 78702 ARCHITECT STUDIO | STEINBOMER 1400 S. CONGRESS AVE. STE B202 AUSTIN, TX 78704 (512) 479.0022 CONTRACTOR STRUCTURAL ENGINEER I Y R A N M L E R P I D E S A E L E R S I T N E M U C O D S H T I I M R E T N I F O E S O P R U P E H T R O F D E S U E B O T T O N S I T I . I W E V E R , L A V O R P P A Y R O T A L U G E R R O F . I N O T C U R T S N O C R O , I G N T T M R E P I R E M O B N E T S I . A T R E B O R 8 8 9 7 # . G E R S A X E T 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e i t s . w w w . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F I E H T R O F N O T C U R T S N O C W E N I E C N E D S E R A N A P 2 0 7 8 7 S A X E T , I N T S U A . T S 2 / 1 9 . W 6 1 6 1 SCHEMATIC DESIGN DATE: DRAWN: SCALE: 1.16.20 JD, MG, WL AS NOTED No. Description Date COVER SHEET A-001 GENERAL CABINETRY/MILLWORK NOTES GENERAL NOTES ALL CABINETRY DOORS AND DRAWERS SHALL BE FULL OVERLAY, WITH 1/8" MAXIMUM REVEALS TYPICALLY THROUGHOUT UNLESS NOTED OTHERWISE. ALL DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF ROUGH FRAME UNLESS NOTED OTHERWISE. • • • • • • • • • • • • ALL CABINETRY CARCASSES SHALL BE CONSTRUCTED OF PLYWOOD WITH SOLID HARDWOOD FRAMES, TYPICALLY. ALL CABINETS SHALL HAVE ADJUSTABLE SHELVES UNLESS NOTED OTHERWISE. ALL DRAWER GLIDES SHALL BE HEAVY-DUTY FULL-EXTENSION GLIDES WITH SOFT-CLOSE MOTION (BLUM OR COMPARABLE). ALL DOOR HINGES SHALL BE CONCEALED, EUROPEAN-STYLE HINGES WITH SOFT-CLOSE MOTION. ALL CABINETRY DOOR AND DRAWER PULLS SHALL BE SELECTED BY OWNER. ALL MILLWORK SHALL HAVE FINISHED END PANELS WHERE SIDES ARE NOT FLUSH TO A WALL OR SURFACE AND ARE EXPOSED. EXPOSED SHELVES SHALL HAVE A 1-1/2" NOSING, TYPICALLY, UNLESS OTHERWISE NOTED. PROVIDE TYPICAL DOOR AND DRAWER FACE PANEL SAMPLES TO OWNERS FOR REVIEW AND APPROVAL PRIOR TO MILLWORK PRODUCTION. PROVIDE MOCK-UPS OF ROD & SHELF CONFIGURATIONS FOR ALL CLOSETS FOR OWNER APPROVAL PRIOR TO FABRICATION AND INSTALLATION CONFIRM ALL CASING PROFILES WITH OWNERS PROVIDE MILLWORK SHOP DRAWINGS TO ARCHITECT FOR REVIEW/APPROVAL PRIOR TO PRODUCTION, TYP. ELECTRICAL NOTES PROVIDE SOLAR-READY ZONE PER COA R701.1 ON UPPER ROOF PROVIDE DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND MUST BE LABELED "FOR SOLAR ELECTRIC" IECC 2015 NOTES REFER TO SECTION 402.1.2 CLIMATE ZONE 2 FENESTRATION U-FACTOR SKYLIGHT U-FACTOR GLAZED ShGC CEILING R-VALUE REFER TO SECTION R4202.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5 REFER TO SECTION R402.4.1 BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1 AND R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. REFER TO SECTION R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. REFER TABLE R402.41.1 AIR BARRIER AND INSULATION INSTALLATION *NOTE - AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACED REFER TO SECTION R403.6 MECHANICAL VENTILATION ( MANDATORY) THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUST SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. PLUMBING NOTES PROVIDE RHEEM PRESTIGE HYBRID ELECTRIC WATER HEATER - 60 GAL - PROPH60 T2 RH350 DUCT TO EXTERIOR PER INSTALLATION INSTRUCTIONS R-VALUE FOR INSULATION CHART CONSTRUCTION 2X4 2X6 2X8 2X10 2X12 BIBBS R-15 R-24 RX30 R-40 R-49 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALL FINISHES, APPLIANCES, PLUMBING FIXTURES, AND LIGHTING FIXTURE SELECTIONS PER DRAWINGS. CONTRACTOR SHALL COORDINATE ROUGH OPENING SIZES AND SHALL CONFIRM POWER REQUIREMENTS AND APPROPRIATENESS OF FIXTURE SELECTION. PROVIDE BLOCKING IN WALLS FOR ALL WALL-MOUNTED ACCESSORIES, TYPICALLY - CONFIRM EXACT LOCATIONS WITH OWNER. DO NOT SCALE DRAWINGS FOR CONSTRUCTION OR COORDINATION PURPOSES. USE INDICATED DIMENSIONS. IF QUESTIONS ARISE, CONTACT ARCHITECT FOR CLARIFICATION. CONTRACTOR SHALL INSTALL ALL FIREBLOCKING AND FIRESTOPPING IN ACCORDANCE WITH AND AS REQUIRED BY BUILDING CODE. DRAWINGS REPRESENT THE GENERAL INTENT AND SCOPE OF WORK. HOWEVER, NOT ALL PRODUCTS AND INSTALLATIONS ARE DETAILED AND ARE LEFT TO THE DISCRETION OF THE OWNER. CONTRACTOR SHALL CONSULT AND COORDINATE W/OWNER REGARDING ANY ADDITIONAL PRODUCT SELECTIONS AND INSTALLATIONS THAT MAY BE REQUIRED AS PART OF THIS PROJECT, AND CONSULT W/ARCHITECT IF ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OWNER SELECTIONS SHOULD ARISE. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE A COMPLETE INSTALLATION IN EVERY RESPECT. IF ADDITIONAL DETAILS OF SPECIAL CONSTRUCTION ARE REQUIRED FOR WORK INDICATED OR SPECIFIED, THE CONTRACTOR SHALL PROVIDE THE MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE SUCH INSTALLATION AND CONSTRUCTION. AT NO ADDITIONAL COST TO OWNER. THE ARCHITECT WILL NOT BE LIABLE OR RESPONSIBLE FOR ANY CLAIMS, DAMAGES, LOSSES OR EXPENSES ARISING FROM, IN CONNECTION WITH, OR RESULTING FROM THE PERFORMANCE (OR THE FAILURE TO PERFORM) OF ANY ASPECT OF CONSTRUCTION OF THIS PROJECT, WHERE THE OWNER OR CONTRACTOR HAS KNOWINGLY AUTHORIZED OR PERMITTED A DEVIATION FROM ANY DOCUMENT PREPARED BY THE ARCHITECT OR WHERE THE OWNER OR CONTRACTOR HAS ELECTED NOT TO FOLLOW ANY WRITTEN RECOMMENDATION OF THE ARCHITECT. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE, 2015, AND ALL CITY OF AUSTIN DEVELOPMENT ORDINANCES AND ALL APPLICABLE BUILDING CODES. THIS SHEET AND THE INFORMATION CONTAINED HEREIN IS PART OF A COMPLETE SET OF DRAWINGS. THIS SHEET SHALL NOT BE SEPARATED FROM THIS SET FOR THE PURPOSES OF REGULATORY APPROVAL, PERMITTING, BIDDING, OR CONSTRUCTION. USE CARE SO AS TO PROTECT TREES, VEGETATION AND OTHER NATURAL FEATURES INCLUDING THOSE NOTED TO BE PROTECTED DURING CONSTRUCTION. CONSULT WITH LANDSCAPE DESIGNER FOR TREE AND PLANT PROTECTION PRIOR TO WORK COMMENCEMENT. USE CARE WHEN PLACING RETAINING WALL AND FOUNDATION FOOTINGS IN THE VICINITY OF UNDERGROUND PIPES AND UTILITIES. HAND DIG AREAS TO AVOID DAMAGE TO UNDERGROUND LINES. IF UNDERGROUND LINES ARE DAMAGED, CONTRACTOR SHALL REPAIR AT NO ADDITIONAL COST TO OWNER. CONTRACTORS AND SUBCONTRACTORS SHALL KEEP SITE FREE OF DEBRIS AT ALL TIMES. SIZES FOR DOORS ARE NOMINAL AND CONTRACTOR SHALL VERIFY ACTUAL SIZES AND SUITABILITY FOR OPENING LOCATION WITH THE PRODUCT MANUFACTURER PRIOR TO ORDERING. SIZES FOR WINDOWS ARE ROUGH OPENINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY TYP. CONSTRUCTION NOTES PROVIDE WIRING AND POWER FOR NEW SECURITY SYSTEM. LOCATE W/ OWNER. PROVIDE WIRING FOR SPEAKERS THROUGHOUT. LOCATE W/ OWNER. PROVIDE SMOKE DETECTORS W/ CARBON MONOXIDE DETECTOR (HARDWIRED) THROUGHOUT HOUSE AS REQUIRED BY CODE. ALL INTERIOR DRYWALL SURFACES TO BE MIN. LEVEL 5 FINISH ALL INTERIOR FLOORING TRANSITIONS TO BE FLUSH, U.N.O. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES. - COORDINATE LOCATIONS WITH OWNER. TYPICAL ROOF ASSEMBLY: STANDING SEAM ROOFING OVER 5/8" CDX PLYWOOD SHEATHING OVER RAFTERS PER STRUCTURAL. PROVIDE MIN R-38 BIBS INSULATION. INSTALL TILE OVER HARDIEBACKER BOARD IN ACCORDANCE W/ HARDIEBACKER INSTALLATION INSTRUCTIONS, TCNA (TILE COUNCIL OF NORTH AMERICA) AND IRC 2015. TAPE ALL JOINTS. PROVIDE NEW HEAT PUMP WATER HEATER - REFER TO MECHANICAL. PROVIDE NEW GUTTERS AND DOWNSPOUTS AROUND HOUSE. DOWNSPOUT LOCATIONS ARE SHOWN FOR DESIGN INTENT ONLY - SIZES AND LOCATIONS SHOULD BE CONFIRMED WITH CALCULATED WATER RUN-OFF. (REFER TO A-201 AND A-202, EXTERIOR ELEVATIONS) ALL INTERIOR PAINTS TO HAVE VOC CONTENT LESS THAN 50 GRAMS PER LITER CONSTRUCTION WASTE MANAGEMENT - MINIMUM 50% BY WEITH OF WAST TO BE RECYCLED/ REUSED VISITABILITY NOTES VISITABLE BATHROOMS (R320.3): AT LEAST ONE BATHROOM GROUP MUST CONTAIN THE FOLLOWING: MINIMUM NET CLEAR OPENING OF 30"; LATERAL 2X6 BLOCKING, CENTERLINE 34" FROM FINISHED FLOOR, EXCEPT FOR THE PORTION BEHIND THE LAVATORY. VISITABLE LIGHT SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS (R320.4): THE FIRST FLOOR OF A DWELLING MUST CONTAIN THE FOLLOWING: ALL LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL NOT BE INSTALLED GREATER THAN 48" ABOVE THE FINISHED FLOOR; ALL OUTLETS SHALL BE INSTALLED NO LESS THAN 15" ABOVE THE FLOOR. VISITABLE BATHROOM ROUTE (R320.5): ALL BATHROOMS DESIGNATED FOR VISITABILITY ON THE FIRST FLOOR WILL BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR PATHWAY OF 32" BEGINNING AT THE VISITABLE ENTRANCE AND CONTINUING THRU THE LIVING ROOM, DINING ROOM, AND KITCHEN. VISITABLE DWELLING ENTRANCE (R320.6): A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE "NO-STEP" ENTRANCE AND THE DOOR SHALL HAVE A NET CLEAR OPENING OF 32". TYP. BUILDING ENCLOSURE NOTES PROVIDE 1/2" CDX PLYWOOD SHEATHING PROVIDE DELTA VENT SA WEATHER BARRIER SYSTEM INSTALL BIBS (BLOWN-IN BLANKET SYSTEM) BETWEEN ALL WOOD STUDS AND ROOF RAFTERS. I Y R A N M L E R P I D E S A E L E R S I T N E M U C O D S H T I I M R E T N I F O E S O P R U P E H T R O F D E S U E B O T T O N S I T I . I W E V E R , L A V O R P P A Y R O T A L U G E R R O F . I N O T C U R T S N O C R O , I G N T T M R E P I R E M O B N E T S I . A T R E B O R 8 8 9 7 # . G E R S A X E T 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e i t s . w w w . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F I E H T R O F N O T C U R T S N O C W E N I E C N E D S E R A N A P 2 0 7 8 7 S A X E T , I N T S U A . T S 2 / 1 9 . W 6 1 6 1 SCHEMATIC DESIGN DATE: DRAWN: SCALE: 1.16.20 JD, MG, WL AS NOTED No. Description Date NOTES AND SPECIFICATIONS A-002 COA ROW STANDARDS CITY OF AUSTIN TREE PROTECTION TO INSURE THAT TRESS ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA . FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. A 6- INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. I Y R A N M L E R P I D E S A E L E R S I T N E M U C O D S H T I I M R E T N I F O E S O P R U P E H T R O F D E S U E B O T T O N S I T I . I W E V E R , L A V O R P P A Y R O T A L U G E R R O F . I N O T C U R T S N O C R O , I G N T T M R E P I R E M O B N E T S I . A T R E B O R 8 8 9 7 # . G E R S A X E T 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e i t s . w w w . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F I E H T R O F N O T C U R T S N O C W E N I E C N E D S E R A N A P 2 0 7 8 7 S A X E T , I N T S U A . T S 2 / 1 9 . W 6 1 6 1 SCHEMATIC DESIGN DATE: DRAWN: SCALE: 1.16.20 JD, MG, WL AS NOTED No. Description Date NOTES AND SPECIFICATIONS A-003  1 K C O L B , 5 1 T O L I E G D R T S E W . . R P C T . . , 4 1 2 / 2 ' S / 3 1 . - / + C N F CHAIN LINK FENCE LOT 16, BLOCK 1 WESTRIDGE 2/214, T.C.P.R. (48.00' PER PLAT) S 64°39'54'' E 47.41' T140 T139 5' 4 5 T141 CLEANOUT S / 1 ' . 7 0 - / + C N F ' 3 5 2 6 . E ' ' ' 2 1 0 0 ° 0 3 N ) T A L P R E P ' . 0 0 0 7 ( ) D E E D R E P ' . 5 2 2 6 ( S63°33'44"E 47.81' (48.00' PER PLAT) (47.74' PER PLAT) LOT 17, BLOCK 1 WESTRIDGE 2/214, T.C.P.R. FNC +/- 0.4' 1/S 1 0 ' - 0 " 5 4 6' T138 LOT 9, BLOCK 1 WESTRIDGE 2/214, T.C.P.R. 548' T136 ) T A L P R E P ' . 0 0 0 3 1 ( ' . 5 9 8 1 1 E ' ' ' 0 4 5 5 ° 7 2 N 545' T142 546' T143 5' - 0" 547' 5' - 0" 5 4 8' 1 K C O L B , 0 1 T O L I E G D R T S E W . . R P C T . . , 4 1 2 / 2 547' 549' 5' - 0" T135 5 5 0' 5' - 0" T129 T137 ' . 6 2 1 2 1 ' W " 9 5 6 4 ° 7 2 S ) T A L P R E P ' . 0 0 0 3 1 ( WOOD FENCE 551' 1 K C O L B , 8 T O L I E G D R T S E W . . R P C T . . , 4 1 2 2 / UP " 0 - ' 5 1 0' 5 5 K L A W E D S I . C N O C N61°52'26"W 47.67' (48.00' PER PLAT) T131 9' 4 5 T133 T132 EDGE OF ASPHALT W E S T 9-1/2 S T R E E T S61°52'26"E 47.67' (48.00' PER PLAT) CONC. DRIVEWAY TBM-COTTON SPINDLE SET IN ASPHALT N: 10074622.6237 E: 3108325.4047 ELEV: 551.20 TREE LIST T129 T130 T131 T132 T133 T134 T135 T136 T137 T138 T139 T140 T141 T142 T143 11.5'' 8.5'' 7'' 10.5'' 15.6'' 13'' 9.5'' 21.2'' 19.2'' 9'' 8.5'' 12'' 6.3'' 30'' 8.5'' CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CHINESE TALLOW CEDAR ELM CEDAR ELM POST OAK AMERICAN ELM CEDAR ELM CHINA BERRY CEDAR ELM AMERICAN ELM POST OAK CEDAR ELM NOTES: 1. COORDINATES ARE BASED ON THE TEXAS COORDINATE SYSTEM (NAD 83). 2. ELEVATIONS ARE BASED ON NAVD 88 AND WERE DERIVED FROM GPS OVSERVATIONS. SITE PLAN  SCALE: 1" = 10'-0" 1 N TRUE PLAN I Y R A N M L E R P I D E S A E L E R S I T N E M U C O D S H T I I M R E T N I F O E S O P R U P E H T R O F D E S U E B O T T O N S I T I . I W E V E R , L A V O R P P A Y R O T A L U G E R R O F . I N O T C U R T S N O C R O , I G N T T M R E P I R E M O B N E T S I . A T R E B O R 8 8 9 7 # . G E R S A X E T 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e i t s . w w w . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F I E H T R O F N O T C U R T S N O C W E N I E C N E D S E R A N A P 2 0 7 8 7 S A X E T , I N T S U A . T S 2 / 1 9 . W 6 1 6 1 SCHEMATIC DESIGN DATE: DRAWN: SCALE: 1.16.20 JD, MG, WL AS NOTED No. Description Date SITE PLAN A-100 I Y R A N M L E R P I D E S A E L E R S I T N E M U C O D S H T I I M R E T N I F O E S O P R U P E H T R O F D E S U E B O T T O N S I T I . I W E V E R , L A V O R P P A Y R O T A L U G E R R O F . I N O T C U R T S N O C R O , I G N T T M R E P I R E M O B N E T S I . A T R E B O R 8 8 9 7 # . G E R S A X E T 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e i t s . w w w . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F I E H T R O F N O T C U R T S N O C W E N I E C N E D S E R A N A P 2 0 7 8 7 S A X E T , I N T S U A . T S 2 / 1 9 . W 6 1 6 1 SCHEMATIC DESIGN DATE: DRAWN: SCALE: 1.16.20 JD, MG, WL AS NOTED No. Description Date ROOF PLAN A-101 4" / 12" 5" / 12" 5" / 12" 4 1/2" / 12" 2" / 12" 5" / 12" 4 1/2" / 12" 5" / 12" " 2 1 / " 5 " 2 1 / " 5 " 2 1 / " 5 " 2 1 / " 4 5" / 12" 5" / 12" " 2 1 / " 4 5" / 12" 5 1/2" / 12" 5" / 12" ROOF PLAN  SCALE: 3/16" = 1'-0" 1 N TRUE PLAN STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF LVL 2 11' - 0" LVL 1 0' - 0" LVL 2 11' - 0" LVL 1 0' - 0" PAINTED HARDIE LAP SIDING LVL 2 11' - 0" LVL 2 11' - 0" PAINTED HARDIE LAP SIDING APPROXIMATE LINE OF EXT'G. GRADE LVL 1 0' - 0" LVL 1 0' - 0" PAINTED HARDIE LAP SIDING WEST  SCALE: 1/4" = 1'-0" 4 APPROXIMATE LINE OF EXT'G. GRADE NORTH  SCALE: 1/4" = 1'-0" 3 STANDING SEAM METAL ROOF PAINTED HARDIE LAP SIDING STANDING SEAM METAL ROOF PAINTED HARDIE LAP SIDING LVL 2 11' - 0" LVL 2 11' - 0" LVL 2 11' - 0" MASONRY PAINTED HARDIE LAP SIDING APPROXIMATE LINE OF EXT'G. GRADE EAST  SCALE: 1/4" = 1'-0" 2 APPROXIMATE LINE OF EXT'G. GRADE SOUTH  SCALE: 1/4" = 1'-0" 1 LVL 1 0' - 0" LVL 1 0' - 0" PAINTED HARDIE LAP SIDING LVL 2 11' - 0" LVL 1 0' - 0" I Y R A N M L E R P I D E S A E L E R S I T N E M U C O D S H T I I M R E T N I F O E S O P R U P E H T R O F D E S U E B O T T O N S I T I . I W E V E R , L A V O R P P A Y R O T A L U G E R R O F . I N O T C U R T S N O C R O , I G N T T M R E P I R E M O B N E T S I . A T R E B O R 8 8 9 7 # . G E R S A X E T 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e i t s . w w w . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F I E H T R O F N O T C U R T S N O C W E N I E C N E D S E R A N A P 2 0 7 8 7 S A X E T , I N T S U A . T S 2 / 1 9 . W 6 1 6 1 SCHEMATIC DESIGN LVL 1 0' - 0" DATE: DRAWN: SCALE: 1.16.20 JD, MG, WL AS NOTED No. Description Date EXTERIOR ELEVATIONS A-201