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Historic Landmark Commission – Jan. 27, 2020

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CITY of AUSTIN FAR CALCULATIONS MAXIMUM ALLOWABLE FLOOR TO AREA RATIO (FAR) @ 40% = 2,703.61 SF CoA FAR AREAS EXISTING NEW EXEMPTION a) 1st FLOOR b) 2nd FLOOR c) 3rd FLOOR d) AREA W/ CEILINGS > 15' e) GROUND FLOOR PORCH f) BASEMENT g) ATTIC h) ATTACHED GARAGE i) DETACHED GARAGE j) ATTACHED CARPORT k) DETACHED CARPORT l) ACCESSORY BUILDING(S) TOTAL GROSS FLOOR AREA 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 1,255.71 SF 1,225.88 SF 95.15 SF 12.36 SF 604.00 SF 0.00 SF 454.03 SF 0.00 SF 0.00 SF 0.00 SF 400.00 SF 291.65 SF 4,338.78 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF -604.00 SF 0.00 SF -454.03 SF 0.00 SF 0.00 SF 0.00 SF -400.00 SF -291.65 SF -1,749.68 SF TOTAL 1,255.71 SF 1,225.88 SF 95.15 SF 12.36 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 2,589.10 SF TOTAL PROJECT FLOOR TO AREA RATIO (FAR) @ 2,589.10 SF = 38.31% TOTAL LOT AREA: 6,759.02 SF ZONING: SF-? LOT INFORMATION MAXIMUM ALLOWED BUILDING COVERAGE @ 40% = 2,703.61 SF MAXIMUM ALLOWED IMPERVIOUS COVERAGE @ 45% = 3,041.56 SF CITY of AUSTIN AREA CALCULATIONS CoA AREA NAME EXISTING a) 1ST FLOOR CONDITIONED AREA b) 2ND FLOOR CONDITIONED AREA c) 3RD FLOOR CONDITIONED AREA d) BASEMENT e) ATTACHED COVERED PARKING f) DETACHED COVERED PARKING g) COVERED WOOD DECKS h) COVERED PATIO i) COVERED PORCH j) BALCONY k) OTHER: TOTAL BUILDING AREA TOTAL BUILDING COVERAGE l) DRIVEWAY m) SIDEWALKS n) UNCOVERED PATIO o) UNCOVERED WOOD DECKS (COUNTED AT 50%) p) AC PADS AND OTHER CONCRETE FLATWORK q) OTHER (POOL COPING, RETAINING WALLS) r) POOL s) SPA NEW 1,255.71 SF 1,225.88 SF 95.15 SF 0.00 SF 0.00 SF 400.00 SF 0.00 SF 0.00 SF 604.00 SF 0.00 SF 0.00 SF 3,580.74 SF 2,259.71 SF 187.50 SF 75.70 SF 0.00 SF 0.00 SF 62.22 SF 173.00 SF 0.00 SF 0.00 SF TOTAL 1,255.71 SF 1,225.88 SF 95.15 SF 0.00 SF 0.00 SF 400.00 SF 0.00 SF 0.00 SF 604.00 SF 0.00 SF 0.00 SF 3,580.74 SF 2,259.71 SF 187.50 SF 75.70 SF 0.00 SF 0.00 SF 62.22 SF 173.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF 0.00 SF TOTAL SITE IMPERVIOUS COVERAGE 2,758.13 SF 2,758.13 SF TOTAL PROJECT BUILDING COVERAGE TOTAL PROJECT IMPERVIOUS COVERAGE @ 2,259.71 SF = 33.43% @ 2,758.13 SF = 40.81% LOT 12 POOL BY OTHER 26'-4 1/2" SETBACK TENT 3 SETBACK PORTION 3 HIGHEST ADJ. GRADE = 548.375' K C A B T E S R A E R ' 0 1 DRAINAGE HIGHEST ADJ. NATURAL GRADE = 547.56' 40'-0" SETBACK TENT 2 S 60° 23' 00" E 130.08' SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' 5' SIDE SETBACK SWALE SWALE 40'-0" SETBACK TENT 1 RETAINING WALL PER BLDR. T758 T759 E " 4 5 ' 0 3 ° 0 3 N ' 1 9 . 9 4 Y E L L A E G A N A R D I CUSTOM HOME F.F.E.= 547.67' CONCRETE DRIVEWAY CARPORT LOT 13 CANTILEVER SLAB @ ½ CRZ DRAINAGE T755 LOWEST ADJ. DRAINAGE NATURAL GRADE = 546.56' 5' SIDE SETBACK T756 T757 26'-5" SETBACK PORTION 3 40'-0" SETBACK PORTION 2 LOT 15 E G A N A R D I LOWEST ADJ. NATURAL GRADE = 545.73' 130.13' 40'-0" SETBACK PORTION 1 DRAINAGE I E N L G N D L U B I I ' 5 2 23'-8 1/2" T754 N 60° 28' 07" W T753 23'-8 1/2" SETBACK PORTION 1 HIGHEST ADJ. GRADE = 548.22' HIGHEST ADJ. NATURAL GRADE = 548.07' E G A N A R D I T752 CONCRETE WALKWAY K C A B T E S T N O R F ' 5 1 W " 2 0 ' 8 2 ° 0 3 S ' 2 7 . 9 4 T E E R T S S I A R F F U A M N W E S 1         SITE PLAN             1" = 10'-0" ZONING: SF-3 LEGAL DESCRIPTION 1104 MAUFRAIS STREET LOT 13 BLK 4 OLT 4 DIV Z SHELLEY HEIGHTS 2 AUSTIN, TEXAS 78703 TRAVIS COUNTY TREE LEGEND ¼ CRITICAL ROOT ZONE (NO CUT/FILL) ½ CRITICAL ROOT ZONE (NO CUT/FILL > 4") T# DRIP ZONE DEMO TAG NO. DESCRIPTION TREE LIST T755 T754 T756 T757 T758 T759 T753 T752 SIZE ELM 29" HACKBERRY 6" OAK 8" 18" OAK 9" 6" 10" 12" HACKBERRY HACKBERRY HACKBERRY PECAN REMOVE REMOVE REMOVE GENERAL SITE NOTES 1. BUILDER TO RESCULPTURE TOPO/FINISH GRADE TO PROVIDE PROPER DRAINAGE OF SURFACE WATER AWAY FROM BUILDING AS REQ'D. 2. FINAL LOCATION OF PROPOSED RESIDENCE TO BE DETERMINED BY BUILDER. 3. EXPOSED FOUNDATION TO BE MINIMUM OF 8" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE OR PER SUBDIVISION REQUIREMENTS. UNDERPIN ALL EXPOSED FOUNDATIONS. 4. THERE ARE NO STORM SEWER INLETS WITHIN THE LOT FRONTAGE OR 10'-0" BEYOND THE SIDE PROPERTY LINES. 5. UTILITY LINE LOCATIONS ARE APPROXIMATES- GENERAL CONTRACTOR TO FIELD VERIFY FOR EXACT LOCATIONS. 6. VERIFY METER AND UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. 7. EROSION CONTROL BARRIERS TO BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. STABILIZED TEMPORARY CONSTRUCTION DRIVEWAY TO BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. CONFIRM ALL DRIVEWAY, WALKWAY AND PVC LAYOUTS/LOCATIONS PRIOR TO COMMENCING WORK. 10. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS AND PATIOS. 11. ALL EXTERIOR HVAC EQUIPMENT TO BE SCREENED PER CITY REQUIREMENTS, DEED RESTRICTIONS OF SUBDIVISION OR NEIGHBORHOOD ASSOCIATION. 12. GARBAGE RECEPTACLES TO BE STORED IN GARAGE OR SCREENED FROM VIEW AND ANIMAL ACCESS. 13. LOCATION OF MAILBOX AND EXTERIOR DRIVEWAY LIGHT(S) TO BE VERIFIED PRIOR TO INSTALLATION. 14. ALL CONSTRUCTION MATERIALS AND WASTE TO BE STORED ON SITE DURING CONSTRUCTION. 15. LANDSCAPE PLANS TO BE PROVIDED BY OTHERS AND PERMIT FOR SAME TO BE OBTAINED SEPARATELY FROM THESE PLANS. 16. NO EXISTING TREES TO BE REMOVED OR DISTURBED WITHOUT OWNER APPROVAL. 17. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING. 18. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND MATERIALS FROM THE SITE UPON COMPLETION OF THE WORK. I R O F E C N E D S E R M O T S U C A S E M O H E K D A R N O S N V I I T E E R T S S A R F U A M 4 0 1 1 3 0 7 8 7 S A X E T , N I T S U A COPYRIGHT © 2019 ALL RIGHTS RESERVED. THESE DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE ARCHITECTS AND MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS WRITTEN PERMISSION. NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: RODNEY PALMER VRH MAUFRAIS SPEC DD A1 of 6 1 SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: 19239 SRK, MD 11/18/2019 XX SRK 9. WHEN THESE DOCUMENTS DO NOT SPECIFY ACTUAL 14. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY GENERAL PROJECT NOTES 1. THESE CONSTRUCTION DOCUMENTS ARE INTENDED TO MEET ALL APPLICABLE CODES AND ORDINANCES. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES, ORDINANCES AND DEED RESTRICTIONS. CONTRACTOR SHALL ALSO REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS. PRODUCTS, MATERIALS OR SYSTEMS. CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR APPROPRIATE AND PROPER DETAILING FOR AND BETWEEN ALL ACTUAL PRODUCTS, MATERIALS AND SYSTEMS SELECTED WHEN INSTALLED. 2. ANY DISCREPANCIES IN CONSTRUCTION DOCUMENTS OR 10. ALL COMPONENTS, MATERIALS, SYSTEMS AND FINISHES TO BE NONCOMPLIANCE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY WORK BEING PERFORMED OR MATERIALS BEING ORDERED. 3. BUILDER ACCEPTS FULL RESPONSIBILITY FOR CHECKING PLANS TO ASSURE CONFORMITY TO CURRENT LOCAL BUILDING CODES. SHOULD ANY CHANGES BE MADE TO THESE PLANS BY BUILDER OR HIS REPRESENTATIVES WITHOUT CONTACTING THE ARCHITECT, THE BUILDER WILL ACCEPT FULL LIABILITY FOR AMENDED PLANS. 4. ARCHITECTS ARE GOVERNED BY THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, (512)458-1363. 5. WHILE THESE DRAWINGS ARE INTENDED TO SHOW SAME, THE ARCHITECT IS NOT RESPONSIBLE FOR GOVERNING AUTHORITY INTERPRETATIONS WHERE THOSE INTERPRETATIONS CONFLICT WITH THESE DRAWINGS &/OR SPECS. 6. PORTIONS OF THIS WORK MAY NOT HAVE BEEN DRAWN BY A REGISTERED ARCHITECT. 7. THESE DRAWINGS/SPECS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT IS EXECUTED OR NOT. THESE DRAWINGS SHALL NOT BE USED BY THE CLIENT FOR OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT, OR FOR COMPLETION OF THIS PROJECT BY OTHERS WITHOUT PERMISSION OF THIS ARCHITECT. 8. THESE DOCUMENTS DO NOT SHOW TYPICAL DETAILING &/OR WATERPROOFING. CONSTRUCTED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, CODE REQUIREMENTS AND REGULATED BUILDING PRACTICES. IF CONFLICTS ARRISE BEWTEEN ARCHITECTURAL PLANS OR SPECIFICATIONS AND MANUFACTURER’S SPECIFICATIONS CONTRACTOR IS TO CONTACT ARCHITECT PRIOR TO PURCHASE AND OR INSTALLATION OF MATERIALS FOR DIRECTION. 11. ARCHITECT IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION WHICH ARE NOT DETAILED IN THESE CONSTRUCTION DOCUMENTS. CONTRACTOR WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO ALL WATER AND DAMP PROOFING, LOAD CONNECTIONS AND MECHANIC, ELECTRICAL AND PLUMBING SYSTEMS. 12. ALL MATERIALS AND LABOR TO BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL PAYMENT, IN ADDITION TO ALL WARRANTIES THAT ARE STANDARD TO THE INDUSTRY. CONTRACTOR TO PROVIDE (SUPPLY AND INSTALL) ALL EQUIPMENT, LABOR SERVICES, AND MATERIALS REQUIRED FOR THE COMPLETE APPROVED INSTALLATION OF THE SYSTEMS CALLED FOR. 13. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR COMPLETION OF WORK. AND ALL DISCREPANCIES, ERRORS OR OMISSIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK AND/OR ORDERING MATERIALS. MINOR DEVIATIONS, SUBJECT TO CONSTRUCTION REQUIREMENTS AND FIELD CONDITIONS, CAN BE EXPECTED. 15. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. ANY CRUCIAL DIMENSION NOT GIVEN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 16. ALL DIMENSIONS SHOWN ON PLAN ARE TO THE STRUCTURAL FACE OF WALL AND DO NOT INCLUDE WALL FINISHES OR FURRING. 17. THE CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCING WORK. 18. THE CONTRACTOR IS TO FILE FOR, AND SECURE ALL APPROVALS, PERMITS, TESTS, INSPECTIONS AND CERTIFICATES OF COMPLIANCE AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PERMITS NECESSARY TO LEGALLY PERFORM THE WORK HAVE BEEN OBTAINED PRIOR TO COMMENCING CONSTRUCTION. 19. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION START. 20. IN CASE OF DISCREPANCIES OR CONFLICTS ON THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS, CONTACT THE ARCHITECT OR OWNER BEFORE PROCEEDING WITH THE WORK. 21. CONTRACTOR SHALL CLEAN UP CONSTRUCTION AREAS AFFECTED BY DAILY WORK AND MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL TIMES. REMOVE MATERIALS TO APPROVED DUMP SITES ONLY. SQUARE FOOTAGE CALCULATIONS NAME MAIN HEATED UPPER HEATED HEATED ATTIC BONUS CARPORT COV'D. ENTRY COV'D. OUTDOOR LIVING COV'D. PORCH MASONRY UNHEATED TOTAL COVERED AREA AREA 1,243.51 SF 1,212.33 SF 2,455.84 SF 454.03 SF 291.65 SF 400.00 SF 135.55 SF 383.62 SF 84.83 SF 25.75 SF 1,775.43 SF 4,231.27 SF MAIN FLOOR WINDOW SCHEDULE STYLE H. H. TEMP. EGRESS COMMENTS *ALL WINDOWS WITH MATCHING PREFIX TO BE MULLED WIDTH 2'-4" 4'-6" 2'-4" 2'-0" 2'-6" 5'-5" 5'-5" 2'-6" 3'-0" 6'-0" HEIGHT 6'-0" 6'-0" 6'-0" 4'-0" 10'-0" 10'-0" 10'-0" 5'-6" 8'-0" 2'-6" 101.1 101.2 101.3 102 103 104 105 203 204 302 FX FX FX FX FX FX FX FXDL FXDL FXDL 9'-0" 9'-0" 9'-0" 10'-0" 10'-0" TEMP 10'-0" TEMP 10'-0" TEMP 21'-2 1/4" TEMP 17'-2 1/4" 26'-4 1/2" A.F.F. MAIN FLR. A.F.F. MAIN FLR. A.F.F. MAIN FLR. 3" MTL. " 2 / 1 4 14'-4" 14'-0" FR-DN. 13'-7" 8" WALL GENERAL PLAN NOTES 1. THESE DOCUMENTS REFLECT NOMINAL WINDOW SIZES. WINDOW MANUFACTURER TO USE STANDARD SIZES UNLESS NOTED OTHERWISE. 2. ALL WINDOWS WILL BE DIMENSIONED TO CENTER LINE UNLESS OTHERWISE NOTED. GLASS SIZE PER MFR. SPECS. 3. WINDOW MANUFACTURER & BUILDER TO VERIFY EGRESSABLE WINDOWS INSTALLED WHERE REQUIRED BY CODE. 4. ALL WINDOWS WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR TO BE TEMPERED GLASS. WINDOW MANUFACTURER TO VERIFY FOR ALL TEMPERED GLASS LOCATIONS AS PER APPLICABLE CODE. 5. ALL OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID CORE WOOD DOORS 1 3/8" MIN THICKNESS, AND EQUIPPED WITH A SELF CLOSING DEVICE. 6. ALL HINGED SHOWER DOORS SHALL SWING OUTWARD. GLAZING USED IN DOORS AND PANELS OF BATHTUB/SHOWER ENCLOSURES AND BUILDING WALLS ENCLOSING THESE COMPARTMENTS SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS. 7. IF PLATE HEIGHT IS 9'-0" OR HIGHER, ALL DOORS AND CASED OPENINGS TO BE 8'-0" HT. UNLESS NOTED OTHERWISE. IF PLATE HEIGHT IS LESS THAN 9'-0", ALL DOORS AND CASED OPENINGS TO BE 6'-8" HT. UNLESS NOTED OTHERWISE. EXCEPTION...IF A 7'-0" HT. DOOR IS USED ADJUST WINDOWS TO 7'-0" HEADER HT. 8. PROVIDE WEATHERSEAL AND DOOR SILL AT ALL EXTERIOR 17. BUILDER TO VERIFY SIZING AND LOCATION OF ALL APPLIANCES DOOR THRESHOLDS. & RELATED COMPONENTS. 9. THE DROP FROM INTERIOR FINISH FLOOR TO ANY EXTERIOR FINISH FLOOR IS TO BE A MINIMUM OF 1 1/2". CONTRACTOR TO VERIFY MATERIALS USED FOR DECK CONSTRUCTION AND FINISH FLOORING TO MAINTAIN MINIMUM DROP. 10. ALL BEARING WALLS OVER 9'-0" IN HEIGHT TO BE FRAMED WITH 2x6 STUDS. IF WALLS OVER 9'-0" IN HEIGHT ARE NOT BUILT WITH 2X6 STUDS THEY MUST BE BUILT WITH DOUBLE 2X4 STUDS AT 12" O.C. 18. PROVIDE ELECTRIC FOR POOL &/OR SPA EQUIP. & LIGHTS. PROVIDE NECESSARY PLUMBING FOR POOL &/OR SPA. VERIFY LOCATION WITH BUILDER OR OWNER. 19. THE STANDARD MOUNTING HEIGHT FOR SHOWER HEADS IS 7'-0" ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE. 20. UNLESS NOTED OTHERWISE STANDARD PANTRY SHELVING TO BE AS FOLLOWS: 11. PROVIDE BLOCKING FOR HANDRAIL MOUNTING AT STAIRS AS A. LOWEST 2 SHELVES TO BE 16" D. WITH HEIGHT SPACING OF NECESSARY. 12. PROVIDE BLOCKING FOR CEILING FANS WHERE SPECIFIED. B. REMAINING SHELVES TO BE 12" D. WITH HEIGHT SPACING 13. CONTRACTOR TO PROVIDE A 3/4" PLYWOOD CATWALK FROM ATTIC ACCESS TO HVAC UNITS (IF APPLICABLE). UNITS TO BE LOCATED WITHIN 20'-0" OF ACCESS. 21. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS AND PATIOS. 14" CLEAR. OF 12" CLEAR. 14. WEATHERSTRIP ATTIC ACCESS DOOR(S). 22. ALL FIREPLACES TO HAVE 20" DEEP HEARTH& 12" NON- COMBUSTIBLE SURROUND. 15. IN VENTED ROOF ASSEMBLIES PROVIDE 1 S.F. NET FREE AREA OF ATTIC VENTILATION PER 150 S.F. OF TOTAL COVERED ROOF AREA AS PER CODE. 16. ALL PLUMBING, APPLIANCE AND GAS VENTS TO VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE. ALL VENTS TO BE GANGED TO THE FEWEST NUMBER POSSIBLE PENETRATING THE ROOF. LEGEND GAS BIBB GAS KEY SHOWER HEAD HOSE BIBB 1'-6" 20'-0" 18'-6" 8'-6" 9'-9" 3" FR-DN. " 3 2 A4 COV'D. OUTDOOR LIVING FLR: STONE CLG:10'-5" STUCCO " 0 - ' 6 2 POOL BY OTHER S T A L S D O O W . T R E V . N D - R F " 1 - ' 0 1 " 4 - ' 0 1 " 8 - ' 9 UP " 4 - ' 5 " 4 - ' 5 . R D E G A R A G . . H O 0 8 0 8 . R D E G A R A G . . H O 0 8 0 8 1'-6" 8'-6" 8'-6" FR-DN. 17'-0" 20'-0" 1'-6" HVAC COMPRESSOR 4" . N D - R F " 2 / 1 4 " 0 - ' 3 1 " 0 - ' 3 1 " 2 / 1 4 " 2 / 1 7 - ' 8 3 " 9 - ' 6 2 " 2 / 1 0 - ' 1 " 0 1 - ' 0 1 " 0 - ' 3 1 " 0 - ' 3 1 . I I R D G N D L S R E T N E C T R A P - 4 0 0 1 4 5 2 DINING FLR: WOOD CLG:10'-6" LIVING FLR: WOOD CLG:10'-6" 42" LINEAR D.V. 6" WALL 59'-0 1/2" 28'-2" 103 24" D. UPPERS 42" B.I. REF. 5 A5 44'-8 1/2" 14'-7" WATERFALL EDGE MICRO. DRWR. KITCHEN FLR: WOOD CLG:10'-6" DW TD . I P S D / W K N S I / W E G N A R " 8 4 . V B A . D O O H T N E V PANTRY FLR: WOOD CLG:SLPD. STAIRS . S V L H S UP WATERFALL EDGE 6" WALL 2 84 0 FOYER FLR: WOOD CLG:10'-6" FR-DN. 6" WALL DROP ZONE COATS LAV. L L A W " 6 . N D - R F MUD FLR: WOOD CLG:10'-0" VEST. FLR: WOOD CLG:10'-0" . R O T S / A D E M I . H " 8 1 & H C N E B I S E B B U C L L A W " 6 K C A T S D / W 8'-8" 1'-0" 6'-0" 7 1/2" L L A W " 6 L L A W " 6 COV'D. ENTRY FLR: STONE CLG:11'-2" T&G " 2 / 1 3 - ' 1 1 " 2 / 1 1 - ' 8 1 E G D E L . H " 4 2 . V B A M A E B . S . T . R D T I O V P 0 0 1 0 5 " 2 / 1 8 - ' 3 " 0 - ' 3 " 2 / 1 8 - ' 6 . P M E T S S E L E M A R F . R W H S . L G E R U S O L C N E 1 A4 . H " 4 2 E G D E L 1'-6" 2'-1 1/2" 2 0 1 7 1/2" " 2 / 1 7 " 0 - ' 9 1 " 3 - ' 0 2 " 2 / 1 7 - ' 8 3 " 2 / 1 7 " 2 / 1 0 1 - ' 1 " 8 - ' 1 " 2 / 1 6 - ' 3 " 2 - ' 2 " 2 / 1 8 - ' 5 " 8 - ' 2 1 " 4 - ' 6 " 4 - ' 6 . 3 1 0 1 . 2 1 0 1 1 . 1 0 1 G. BATH FLR: TILE CLG:10'-0" 2 88 0 FR-DN. LINEN 6" WALL CLO. 5 80 0 STUDY/GUEST FLR: WOOD CLG:10'-0" COV'D. TERRACE FLR: CONC. CLG:10'-0" " 0 - ' 1 1 . N D - R F " 9 - ' 4 " 3 - ' 6 . I R D G N D L S 0 8 0 6 I 8" WALL 3 A4 " 0 - ' 0 2 " 4 - ' 9 CARPORT FLR: CONC. CLG:10'-0" " 0 - ' 0 2 4 A4 FR-DN. " 2 / 1 4 104 " 2 - ' 1 " 2 - ' 1 105 " 0 - ' 1 ACCENT FINISH @ F.P. TO CONT. INSIDE 5'-6" 2'-0" 0 8 8 2 3080 DR. 4" 14'-0" 14'-4" 3'-3" 2'-10" 6'-1" 6'-4" 3" 6 A5 2'-10" 4'-9 1/2" 7'-0" 7'-7 1/2" 59'-0 1/2" 1 1/2" 7'-6" 15'-10" 23'-5 1/2" 3 1/2" 3 1/2" 1         MAIN FLOOR NOTES             1/4" = 1'-0" NOTE: ALL EXTERIOR WALLS TO BE FRAMED W/ 6" STUDS U.N.O. ALL INTERIOR WALLS TO BE FRAMED W/ 4" STUDS U.N.O. COPYRIGHT © 2019 ALL RIGHTS RESERVED. THESE DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE ARCHITECTS AND MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS WRITTEN PERMISSION. NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: RODNEY PALMER VRH MAUFRAIS SPEC DD A2 of 6 2 SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: 19239 SRK, MD 11/18/2019 XX SRK 14'-3" 12'-3 1/2" 3'-5 1/2" 8'-10" 6'-3 1/2" 8'-2 1/2" 1'-5 1/2" 3'-3 1/2" 3'-0" 5'-10" 2'-4 1/2" 207 205 204 " 6 - ' 4 " 5 - ' 2 " 1 - ' 2 " 0 - ' 4 1 " 6 - ' 6 2 " 2 / 1 0 - ' 9 " 2 / 1 1 1 - ' 4 . 3 9 0 2 . 1 9 0 2 . 4 9 0 2 . 2 9 0 2 " 0 - ' 8 4 A4 ABV. 7'-0" CLG. = 145.43 SF 2 A4 5'-0" TO 7'-0" CLG. = 146.22 SF FRAMELESS TEMP. GL. SHWR. ENCLOSURE H C N E B K A E T FREE-STANDING TUB E G D E L . D " 4 1 8 0 2 DBL. 4" WALL MASTER BATH FLR: TILE CLG:9'-0" LINEN LAV. LAV. MASTER SUITE FLR: WOOD CLG:10'-0" 2 88 0 VEST. FLR: WOOD CLG:9'-0" . . G A R . . N D - R F 8" WALL BEDROOM 3 FLR: WOOD CLG:9'-0" 6" CURTAIN RECESS 210.1 210.2 : G L C " 0 - ' 9 E B O R D R A W . D " 0 3 5 A5 38'-1" 6'-5 1/2" W.I.C. FLR: WOOD CLG:9'-0" 3'-4 1/2" 1'-10" 1'-6 1/2" 206 . S V L H S . D " 2 1 0 8 6 2 W.C. FLR: TILE CLG:9'-0" 2 84 0 LINEN 2 84 0 FRONT-LOAD WASHER/DRYER UTILITY FLR: TILE CLG:9'-0" L L A W " 6 0 8 8 2 K N S I / W . R S R D . V B A . S V L H S HALL FLR: WOOD CLG:9'-0" 2 88 0 2 86 0 2 88 0 . V A L L L A W " 6 BATH 2 FLR: TILE CLG:9'-0" BEDROOM 2 FLR: WOOD CLG:9'-0" STAIRS L L A W " 6 3 0 2 2'-0" / W T A E S . H " 8 1 N E P O . D " 2 1 & . W L B . R O T S E D S . I A E . S V L H S DN UP 2 0 2 " 4 - ' 7 " 6 - ' 6 2 1 A4 . D " 0 3 / W R E S S E R D E D S . I A E E B O R D R A W 1 0 2 " 4 / 3 5 - ' 9 " 4 / 1 8 - ' 9 " 4 / 3 2 - ' 4 " 2 / 1 1 1 - ' 2 " 6 - ' 2 " 2 / 1 8 - ' 1 " 3 - ' 1 " 8 - ' 3 " 8 - ' 3 " 9 - ' 3 " 4 / 3 8 - ' 5 1'-11 1/2" 12'-3 1/2" 9'-7" 4'-6" 1'-9" 2'-6" 2'-6" 1'-9" 4'-6" 9'-7" 14'-3" 15'-10" 9 1/2" 7 1/2" 15'-10" 5'-0" 38'-1" 60"x30" TUB & SHWR. EGRESS EGRESS 211 212 213 214 215 6 A5 5 A5 27'-0" 36'-8" 1         UPPER FLOOR NOTES             1/4" = 1'-0" 4'-4" 4'-4" 1'-0" 8'-8" 302 2 1 3 : P L S G L C HABITABLE ATTIC CALCULATIONS @ MAIN 5' TO 7' 7'+ TOTAL AREA > 5'-0" 275.49 SF /60.68% 178.54 SF /39.32% 454.04 SF 100.00% 4'-0" SHLDR. HT. ABV. 7'-0" CLG = 178.54 SF 0 5 4 2 TO MECHANICAL 2 A4 ATTIC : 2 1 0 1 . P L S G L C : 2 1 0 1 . P L S G L C 2 1 3 : P L S G L C 4'-0" SHLDR. HT. " 4 / 1 9 - ' 4 " 4 / 3 4 - ' 8 " 6 - ' 6 2 " 2 - ' 3 1 " 2 / 1 8 - ' 6 " 2 / 1 7 - ' 6 " 2 / 1 7 - ' 4 " 9 - ' 8 " 2 / 1 1 - ' 2 " 2 / 1 7 - ' 6 1 0 3 " 2 / 1 4 - ' 3 1 " 6 - ' 6 2 " 6 - ' 6 " 2 / 1 7 - ' 6 5'-0" TO 7'-0" CLG = 275.49 SF 1 A4 4'-4" SHLDR. HT. 303.1 7'-4" 303.2 14'-8" 303.3 7'-4" 1'-5 1/2" 36'-8" 20'-6 1/2" 2         ATTIC FLOOR NOTES             1/4" = 1'-0" NOTE: ALL EXTERIOR WALLS TO BE FRAMED W/ 6" STUDS U.N.O. ALL INTERIOR WALLS TO BE FRAMED W/ 4" STUDS U.N.O. COPYRIGHT © 2019 ALL RIGHTS RESERVED. THESE DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE ARCHITECTS AND MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS WRITTEN PERMISSION. NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: RODNEY PALMER VRH MAUFRAIS SPEC DD A3 of 6 3 SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: 19239 SRK, MD 11/18/2019 XX SRK 3 A4 " 0 - ' 0 2 " 2 / 1 3 - ' 9 " 2 / 1 7 - ' 4 " 8 - ' 4 . 1 8 1 2 . 2 8 1 2 . 3 8 1 2 . T H . R D L H S " 9 - ' 5 S S E R G E " 2 / 1 4 - ' 5 " 4 - ' 5 5'-4 3/4" 5'-8 1/2" 6'-3 3/4" 2'-7" 4'-6 3/4" 1'-9" 20'-0" 8'-10 3/4" 217 MED. CAB. STORAGE 2 54 0 C UT PEDESTAL SINK BATH . T H . R D L H S " 0 - ' 6 . D " 2 1 . S V L H S 18" H. BENCH FRAMELESS TEMP. GL. SHWR. ENCLOSURE . T H . R D L H S " 0 - ' 6 STORAGE 30"x30" OF 6'-8" CLG. HT. OR ABV. @ SHOWERHEAD 2 54 0 PER CODE C U T 3:12 SLP. CLG BONUS 3:12 SLP. CLG C U T 2 54 0 . T H . R D L H S " 0 - ' 6 C UT 2 54 0 SINK . F E R " 0 3 . T H . R D L H S " 0 - ' 6 STORAGE KITCHENETTE STORAGE I E G D R F O E N L I K A E R B H C T I P . G L C K A E R B H C T I P . G L C 12:12 12:12 SLP. CLG SLP. CLG / W E G N A R " 0 3 T N E V . O R C M I . V B A 2868 HALF- LITE DR. N D . 3 6 1 2 . 2 6 1 2 . 1 6 1 2 . T H . R D L H S " 9 - ' 5 S S E R G E 5'-8 1/2" 5'-8 1/2" 4'-3" 4'-4" 8'-7" 20'-0" HABITABLE ATTIC CALCULATIONS @ CARPORT 5' TO 7' 7'+ TOTAL AREA > 5'-0" 146.22 SF /50.14% 145.43 SF /49.86% 291.65 SF 100.00% A.F.F. MAIN FLR. A.F.F. MAIN FLR. *ALL WINDOWS WITH MATCHING PREFIX TO BE MULLED UPPER FLOOR WINDOW SCHEDULE STYLE H. H. TEMP. EGRESS COMMENTS 9'-0" 9'-0" TEMP 21'-2 1/4" TEMP 17'-2 1/4" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" TEMP 8'-0" TEMP 10'-0" 10'-0" 10'-0" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 5'-2" 5'-2" 5'-2" 6'-8" 5'-2" 5'-2" 5'-2" MARK WIDTH 201 202 203 204 205 206 207 208 209.1 209.2 209.3 209.4 210.1 210.2 211 212 213 214 215 216.1 216.2 216.3 217 218.1 218.2 218.3 2'-6" 4'-0" 2'-6" 3'-0" 5'-10 1/2" 2'-11 1/2" 6'-0" 3'-11" 3'-0" 6'-0" 3'-0" 6'-0" 3'-0" 3'-0" 5'-6" 2'-6" 4'-10" 2'-6" 5'-6" 2'-6" 2'-6" 2'-6" 2'-0" 2'-6" 2'-6" 2'-6" HEIGHT 5'-6" 7'-0" 5'-6" 8'-0" 2'-0" 2'-0" 6'-0" 6'-0" 8'-0" 8'-0" 2'-0" 2'-0" 8'-0" 2'-0" 2'-0" 5'-0" 2'-0" 5'-0" 2'-0" 3'-6" 3'-6" 3'-6" 3'-0" 3'-6" 3'-6" 3'-6" MARK WIDTH 301 302 303.1 303.2 303.3 2'-6" 6'-0" 4'-0" 4'-0" 4'-0" HEIGHT 5'-0" 2'-6" 2'-6" 2'-6" 2'-6" FX FX FX FX FX FX FX FX FX FX FX FX CS FX FX CS FX CS FX CS FX FX FX FX FX CS CS FX FX FX FX 8'-0" TEMP EGRESS MTL. EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS ATTIC FLOOR WINDOW SCHEDULE STYLE H. H. TEMP. COMMENTS A.F.F. MAIN FLR. 7'-0" 26'-4 1/2" 3'-6" TEMP 3'-6" TEMP 3'-6" TEMP N 3 N 2 SETB A C K P O RTIO SETB A C K P O RTIO 5'-9" PL. @ DORMER STANDING SEAM METAL ROOF (TYP) 3:12 PITCH 12:12 PITCH " 2 - ' 5 SIDING STUCCO " 2 - ' 5 STUCCO 12 10 12 10 SIDING " 9 - ' 5 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 UPPER FLR. 10' PL. @ MAIN CARPORT FLR. 547.67' 5'-9" PL. @ DORMER MIDPOINT OF HIGHEST RIDGE = 564.50' UPPER FLR. 10' PL. @ MAIN " 7 - ' 7 1 " 9 - ' 5 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 Q E Q E HIGHEST ADJ. NATURAL GRADE = 547.56' LOWEST ADJ. NATURAL GRADE = 546.27' CARPORT FLR. 547.67' 12 3 SIDING 12 10 STUCCO " 8 / 1 0 1 - ' 2 1 " 0 - ' 0 1 EXEMPT PER SUBCHAPTER F: 2.5-E-4-B-ii 4'-4" PL. @ ATTIC 12'-10" PL. @ MASTER ATTIC FLR. 9' PL. @ UPPER EXEMPT PER SUBCHAPTER F: 2.5-E-2 N 2 N 1 SETB A C K P O RTIO SETB A C K P O RTIO UPPER FLR. 10'-6" PL. @ MAIN " 0 - ' 8 12 0.5 " 8 / 1 5 - ' 4 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 7 - ' 0 1 MAIN FLR. 547.67' SETBACK PORTION 3 HIGHEST ADJ. GRADE = 548.375' SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' 4         REAR GARAGE ELEVATION             1/4" = 1'-0" STANDING SEAM METAL ROOF (TYP) 3:12 PITCH 12:12 PITCH S E T B S E T B A C A C K P K P O R TI O O R TI O N 3 N 2 SETBACK PORTION 3 HIGHEST ADJ. GRADE = 548.375' SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' 3         FRONT GARAGE ELEVATION             1/4" = 1'-0" MAX HT. = 32'-0" 12 3 SIDING STUCCO GENERAL ELEVATION NOTES 1. ALL WINDOW HDR. HTS. LOWER FLOOR TO BE 8'-0" A.F.F. UNLESS NOTED OTHERWISE ON FLOOR PLANS. ALL WINDOW HDR. HTS. UPPER FLOOR TO BE 6'-8" A.F.F. UNLESS NOTED OTHERWISE ON FLOOR PLANS. 2. PROVIDE MIN. 4" W. TRIM AT ALL SIDES OF ALUMINUM WINDOWS. STUCCO TRIM AT STUCCO WALL VENEER AND 1X4 WD. TRIM AT SIDING/WOOD VENEERS. 3. EXPOSED FOUNDATION TO BE MINIMUM OF 8" AND A MAXIMUM OF 24" ABOVE FINISHED GRADE OR PER SUBDIVISION REQUIREMENTS. UNDERPIN ALL EXPOSED FOUNDATIONS. 4. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE. 5. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 6. ALL PLUMBING, APPLIANCE AND GAS VENTS TO BE GANGED TO THE FEWEST NUMBER POSSIBLE PENETRATING THE ROOF AND KEPT TO REAR OF ROOF WHEREVER POSSIBLE. 7. CHIMNEY/FLUE SHOWN AT MINIMUM DIMENSIONAL HEIGHT REQUIREMENTS PER CODE. BUILDER RESPONSIBLE FOR CONSTRUCTING CHIMNEY/FLUE TO ENSURE PROPER DRAW FOR FIREPLACE BASED ON HOUSE & SITE ORIENTATION VERSUS PREVAILING WINDS. 8. CONTRACTOR TO PROVIDE RAINSCREEN AND FLASHING BEHIND ALL STUCCO / SIDING VENEERS TO ASSURE ADEQUATE DRAINAGE. MAX HT. = 32'-0" 4'-4" PL. @ ATTIC EXEMPT PER SUBCHAPTER F: 2.5-E-4-B-ii ATTIC FLR. 9'-0" PL. @ UPPER EXEMPT PER SUBCHAPTER F: 2.5-E-2 S E T B S E T B A C A C K P K P O O S E T B A C R TI O R TI O N 3 N 2 K P O R TI O N 1 " 8 / 1 5 - ' 4 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 4'-4" PL. @ ATTIC MIDPOINT OF HIGHEST RIDGE = 574.30' 4'-4" PL. @ ATTIC 12 3 12 10 SIDING 12 3 12 10 SIDING " 0 - ' 7 ATTIC FLR. 9' PL. @ UPPER 10' PL. 1:12 PITCH SIDING METAL FLASHING 0.5:12 PITCH 12 0.5 10'-6" PL. @ MAIN 11'-0" PL. @ MAIN SIDING OPEN TO COV'D. OUTDOOR LIVING OPEN TO COV'D. OUTDOOR LIVING Y R N O S A M G N D S I I " 0 - ' 0 1 " 0 - ' 9 8:12 PITCH STANDING SEAM METAL ROOF (TYP) 12 8 12 8 STUCCO " 0 - ' 9 ATTIC FLR. 9'-0" PL. @ UPPER 8:12 PITCH STANDING SEAM METAL ROOF (TYP) S E T B A C K P O S E T B R TI O A C N 2 K P O R TI O N 1 " 4 / 3 4 - ' 7 2 " 8 / 1 5 - ' 4 " 8 / 1 7 - ' 1 " 4 / 1 8 - ' 0 1 " 8 / 1 7 - ' 0 1 SETB A C K P O RTIO SETB A C K P O RTIO SETB A C K P O RTIO N 1 " 8 / 1 1 - ' 9 " 8 / 1 5 - ' 4 " 8 / 1 7 - ' 1 N 3 N 2 " 8 / 1 1 - ' 1 1 SETBACK PORTION 1 HIGHEST ADJ. GRADE = 548.22' SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' MAIN FLR. 547.67' MAIN FLR. 547.67' 2         REAR ELEVATION             1/4" = 1'-0" HIGHEST ADJ. NATURAL GRADE = 548.07' Q E Q E AVG. ADJ. NAT. GRADE = 546.90' LOWEST ADJ. NATURAL GRADE = 545.73' 0.5:12 PITCH 12 0.5 METAL FLASHING UPPER FLR. 11'-6" PL. @ PORCH OPEN TO COV'D. ENTRY " 4 / 1 2 - ' 1 2 STUCCO " 8 / 1 7 - ' 1 1 MASONRY MASONRY SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' SETBACK PORTION 1 HIGHEST ADJ. GRADE = 548.22' SETBACK PORTION 3 HIGHEST ADJ. GRADE = 548.375' MAIN FLR. 547.67' 1         FRONT ELEVATION             1/4" = 1'-0" COPYRIGHT © 2019 ALL RIGHTS RESERVED. THESE DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE ARCHITECTS AND MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS WRITTEN PERMISSION. NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: RODNEY PALMER VRH MAUFRAIS SPEC DD A4 of 6 4 SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: 19239 SRK, MD 11/18/2019 XX SRK MAX HT. = 32'-0" N 3 SETB A C K P O RTIO 5'-9" PL. @ DORMER UPPER FLR. 10' PL. @ MAIN " 9 - ' 5 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 SETBACK PORTION 3 HIGHEST ADJ. GRADE = 548.375' CARPORT FLR. 547.67' " 8 / 1 5 - ' 4 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 " 8 / 1 7 - ' 1 1 SETBACK PORTION 2 SETBACK PORTION 1 STANDING SEAM METAL ROOF (TYP) 4'-4" PL. @ ATTIC " 8 / 1 5 - ' 4 " 6 - ' 3 10:12 PITCH 3:12 PITCH SIDING 12 1 ATTIC FLR. 10' PL. 9' PL. @ UPPER 12'-10" PL. @ MASTER 10:12 PITCH SIDING " 0 - ' 0 1 12 3 SIDING 12 12 STUCCO 12 3 SIDING 12 12 UPPER FLR. 10'-6" PL. @ MAIN 12 0.5 0.5:12 PITCH STUCCO 12 8 12 8 8:12 PITCH " 6 - ' 7 STUCCO MASONRY OPEN TO CARPORT OPEN TO CARPORT OPEN TO COV'D OUTDOOR LIVING " 0 - ' 0 1 SIDING SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' SETBACK PORTION 1 HIGHEST ADJ. GRADE = 548.22' SETBACK PORTION 1 SETBACK PORTION 2 4'-4" PL. @ ATTIC 3:12 PITCH EXEMPT PER SUBCHAPTER F: 2.5-E-4-B-ii 10:12 PITCH STANDING SEAM METAL ROOF (TYP) ATTIC FLR. 10' PL. 9'-0" PL. @ UPPER 12 1 SIDING EXEMPT PER SUBCHAPTER F: 2.5-E-2 10'-0" CLG. BEYOND 10:12 PITCH SIDING 0.5:12 PITCH 12'-10" PL. @ MASTER 12 0.5 UPPER FLR. 10'-6" PL. @ MAIN " 8 / 1 0 1 - ' 2 1 " 8 / 1 7 - ' 1 " 8 / 1 7 - ' 0 1 12 3 SIDING 12 12 12 3 SIDING 12 12 " 8 - ' 6 STUCCO UPPER FLR. 11'-6" PL. @ PORCH 8:12 PITCH 12 0.5 0.5:12 PITCH " 2 / 1 4 - ' 6 2 " 4 / 1 2 - ' 7 1 STUCCO OPEN TO COV'D. ENTRY STUCCO MAIN FLR. 547.67' SETBACK PORTION 1 HIGHEST ADJ. GRADE = 548.22' SETBACK PORTION 2 HIGHEST ADJ. GRADE = 548.05' OPEN TO COV'D. OUTDOOR LIVING OPEN TO CARPORT OPEN TO CARPORT " 8 / 1 1 - ' 0 1 UPPER FLR. 11'-0" PL. @ MAIN " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 1 - ' 1 1 " 8 / 1 1 - ' 1 MAIN FLR. 547.67' MAX HT. = 32'-0" S E T B A C K P O R TI O N 3 5'-9" PL. @ DORMER UPPER FLR. 10' PL. @ MAIN " 9 - ' 5 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 SETBACK PORTION 3 HIGHEST ADJ. GRADE = 548.375' CARPORT FLR. 547.67' 6         LEFT ELEVATION             1/4" = 1'-0" 5         RIGHT ELEVATION             1/4" = 1'-0" COPYRIGHT © 2019 ALL RIGHTS RESERVED. THESE DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE ARCHITECTS AND MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS WRITTEN PERMISSION. NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: RODNEY PALMER VRH MAUFRAIS SPEC DD A5 of 6 5 SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: 19239 SRK, MD 11/18/2019 XX SRK " 8 / 1 0 1 - ' 2 1 " 8 / 1 7 - ' 1 " 8 / 1 7 - ' 0 1 " 0 - ' 8 " 0 - ' 0 1 1'-0" 7" " 6 - ' 1 " 0 - ' 1 0.5:12  PITCH " 6 - ' 1 H C T I P   2 1 5 : . 0 13'-4" PL. @ MASTER 6" 6" 6" 1'-0" 9' PL. @ UPPER 4'-4" PL. @ ATTIC " 6 - ' 2 H C T I P 2 1 0 1 : STANDING SEAM METAL ROOF (TYP.) H C T I P 2 1 : 3 PITCH BREAK 1'-6" . R L F R E P P U " 6 " 6 R E M R O D @ . L P " 9 - ' 5 2'-6" " 6 I N A M @ . L P " 6 - ' 0 1 " 6 - ' 1 1'-0" . G N E R E P M A E B " 0 - ' 1 3'-0" H C T I P 2 1 : 0 1 H C T I P   2 1 : 5 . 0 13'-4" PL. @ MASTER 12:12 PITCH " 6 " 6 " 6 R E M R O D @ . L P " 9 - ' 5 2'-6" . R L F R E P P U 1'-6" 3:12 PITCH 3:12 PITCH K A E R B H C T I P K A E R B H C T I P 12:12 PITCH PITCH BREAK H C T I P 2 1 : 3 H C T I P 2 1 : 0 1 8:12 PITCH I N A M @ . L P " 6 - ' 0 1 1'-0" " 6 - ' 1 1'-0" 7" 6" 4'-4" PL. @ ATTIC " 6 - ' 2 9' PL. @ UPPER 6" PITCH BREAK 8:12 PITCH H C T I P 2 1 : 8 H C T I P 2 1 : 8 1'-6" " 6 - ' 1 11'-6" PL. @ PORCH H C T I P 2 1 5 : . 0 0.5:12 PITCH 1:12  PITCH STEEL . G N E R E P M A E B H C R O P @ . L P " 6 - ' 1 1 " 6 - ' 1 1 1/2" 11'-0" PL. @ MAIN " 0 - ' 1 11'-0" PL. @ MAIN " 0 - ' 1 1'-0" 1         ROOF PLAN             1/4" = 1'-0" GENERAL ROOF NOTES 1. PITCHES TO BE AS NOTED ON PLANS. 2. HIPS, VALLEYS & RIDGES TO BE FRAMED ONE SIZE LARGER THAN RAFTERS. 3. ALL PLUMBING, APPLIANCE AND GAS VENTS TO VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE. 4. ALL VENTS TO BE GANGED TO THE FEWEST NUMBER POSSIBLE PENETRATING THE ROOF. 5. ALL OVERHANGS TO BE 18" FROM THE FRAMEWALL UNLESS NOTED OTHERWISE. 6. U.N.O. ALL INTERIOR WALLS OF ONE STORY PLANS TO BE LOAD BEARING. 7. ALL EXTERIOR OPENINGS TO BE LOAD BEARING. 8. WHEN ENGINEERED TRUSSES TO BE USED TRUSS DESIGN & SPACING TO BE PER ENGINEER'S SPECIFICATIONS. 9. BUILDER ACCEPTS FULL RESPONSIBILITY FOR CHECKING PLANS TO ASSURE CONFORMITY TO CURRENT LOCAL BUILDING CODES. SHOULD ANY CHANGES BE MADE TO THESE PLANS BY BUILDER OR HIS REPRESENTATIVES WITHOUT CONTACTING THE ARCHITECT, THE BUILDER WILL ACCEPT FULL LIABILITY FOR AMENDED PLANS. 10. THE DESIGN & SIZING OF ALL LOAD BEARING HEADERS, STRUCTURAL BEAMS AND TRUSSES IS THE RESPONSIBILITY OF THE AGENT (ENGINEER/TRUSS MANUFACTURER, ETC.) CHOSEN BY THE BUILDER/OWNER TO DO SAID DESIGN. NOTE: PROVIDE ICE & WATER SHIELD @ ALL ROOF PITCHES 3:12 & BELOW COPYRIGHT © 2019 ALL RIGHTS RESERVED. THESE DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE ARCHITECTS AND MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS WRITTEN PERMISSION. NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: RODNEY PALMER VRH MAUFRAIS SPEC DD A6 of 6 6 SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: 19239 SRK, MD 11/18/2019 XX SRK