C.14.1 - 1609 Mohle Dr - Plans — original pdf

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GENERAL PLAN NOTES 1. THESE DOCUMENTS REFLECT NOMINAL WINDOW SIZES. WINDOW MANUFACTURER TO USE STANDARD SIZES UNLESS NOTED OTHERWISE. 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. 2. ALL WINDOWS WILL BE DIMENSIONED TO CENTER LINE UNLESS 14. WEATHERSTRIP ATTIC ACCESS DOOR(S). OTHERWISE NOTED. GLASS SIZE PER MFR. SPECS. 3. WINDOW MANUFACTURER & BUILDER TO VERIFY EGRESSABLE WINDOWS INSTALLED WHERE REQUIRED BY CODE. 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. 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. 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. 5. ALL OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE 17. BUILDER TO VERIFY SIZING AND LOCATION OF ALL APPLIANCES SHALL BE EQUIPPED WITH SOLID CORE WOOD DOORS 1 3/8" MIN THICKNESS, AND EQUIPPED WITH A SELF CLOSING DEVICE. & RELATED COMPONENTS. 8. PROVIDE WEATHERSEAL AND DOOR SILL AT ALL EXTERIOR B. REMAINING SHELVES TO BE 12" D. WITH HEIGHT SPACING 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. DOOR THRESHOLDS. 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. 11. PROVIDE BLOCKING FOR HANDRAIL MOUNTING AT STAIRS AS NECESSARY. 12. PROVIDE BLOCKING FOR CEILING FANS WHERE SPECIFIED. 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: A. LOWEST 2 SHELVES TO BE 16" D. WITH HEIGHT SPACING OF 14" CLEAR. OF 12" CLEAR. 21. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS AND PATIOS. 22. ALL FIREPLACES TO HAVE 20" DEEP HEARTH& 12" NON- COMBUSTIBLE SURROUND. LEGEND GAS BIBB GAS KEY SHOWER HEAD HOSE BIBB 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. 2. ANY DISCREPANCIES IN CONSTRUCTION DOCUMENTS OR 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. 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. 14. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY 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. 5. WHILE THESE DRAWINGS ARE INTENDED TO SHOW SAME, THE 15. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE ARCHITECT IS NOT RESPONSIBLE FOR GOVERNING AUTHORITY INTERPRETATIONS WHERE THOSE INTERPRETATIONS CONFLICT WITH THESE DRAWINGS &/OR SPECS. SCALED FROM THESE DRAWINGS. ANY CRUCIAL DIMENSION NOT GIVEN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 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. 9. WHEN THESE DOCUMENTS DO NOT SPECIFY ACTUAL 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. 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. 10. ALL COMPONENTS, MATERIALS, SYSTEMS AND FINISHES TO BE 20. IN CASE OF DISCREPANCIES OR CONFLICTS ON THE 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. 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. 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. MAIN FLOOR WINDOW SCHEDULE DIVIDED LITE TEMPERED EGRESS COMMENTS TEMP TEMP TEMP TEMP EGRESS MTL. * ALL WINDOWS WITH MATCHING PREFIX TO BE MULLED WIDTH 2'-0" 3'-6" 2'-0" 2'-0" 3'-6" 2'-0" 3'-0" 1'-6" 2'-0" 2'-0" 2'-6" 3'-0" 2'-6" 1'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 101.1 101.2 101.3 101.4 101.5 101.6 102 103 104 105 106.1 106.2 106.3 107 108.1 108.2 108.3 108.4 109.1 109.2 109.3 109.4 HEIGHT 2'-0" 2'-0" 2'-0" 8'-0" 8'-0" 8'-0" 6'-0" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 1'-6" 1'-6" 6'-0" 6'-0" 1'-6" 1'-6" 6'-0" 6'-0" STYLE FG FG FG FG FG FG CS FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG H. H. 10'-0" 10'-0" 10'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 9'-6" 9'-6" 8'-0" 8'-0" 9'-6" 9'-6" 8'-0" 8'-0" DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL PROPOSED HVAC LOCATION EXPOSED MTL BM. PER ENG. 105 104 48" H. LOW WALL 103 RECESS SLAB FOR CUSTOM SHOWER BASE 102 OUTDOOR LIVING FLR: TILE CLG: 10'-0" 11'-6" X 28'-6" SLOPED TO DRAIN LINE OF BALCONY ABOVE I L L S H S U L F R O F B A L S S S E C E R 8"X8" MTL COLUMN PER ENG. (TYP.) . G N E R E P . M B L T M D E S O P X E . G N E R E P . M B L T M D E S O P X E . V B A R O O L F F O E N L I I I G N D L S 0 8 8 0 1 T I N U R D 1 . 6 0 1 2 . 6 0 1 3 . 6 0 1 ALFRESCO DINING FLR: TILE CLG: 10'-0" 11'-6" X 28'-6" 48" GRILL EXPOSED MTL BM. PER ENG. FURR-DN FURR-DN 60" DIRECT VENT LINEAR FIREPLACE PER OWNER SELECT. 18" D. HEARTH LIVING FLR: WOOD CLG: 10'-0" 20'-5" X 15'-4" . D " 8 1 T 58"X36" A SHOWER E S E L I T FRAMELESS TEMP. GLASS ENCLOSURE 2 86 0 W.I.C. FLR: WOOD CLG: 10'-0" S 2 / R 2 1R/1S 2 88 0 VEST. FLR: WOOD CLG: 9'-0" R.A.G. FURR-DN L L A W " 6 BATH FLR: TILE CLG: 10'-0" . V A L N D - R R U F FLR: WOOD CLG: 9'-0" N D - R R U F 2 88 0 2 88 0 GUEST BEDROOM FLR: WOOD CLG: 10'-0" 13'-0" X 10'-0" 3 . 1 0 1 6 . 1 0 1 2 . 1 0 1 5 . 1 0 1 1 . 1 0 1 4 . 1 0 1 FOYER FLR: WOOD CLG: 10'-0" 14'-2" X 5'-10" CUSTOM FRAMELESS TEMP WINE ROOM UNDER STAIR 36" H. CONT. RAIL PER CODE (19) EQ. WOOD RISERS W/ 11" WD. TREADS UP . R D 0 8 0 3 R E P T I N U . R D . T X E 0 0 1 0 6 N O I T C E L E S R E N W O SLOPED TO DRAIN COV'D ENTRY FLR: TILE CLG: 10'-0" 6'-0" X 6'-6" . V B A R O O L F F O E N L I N D - R R U F 19 18 17 16 11 10 9 8 7 6 5 4 3 2 1 W D . I P S D / W K N S I D T 18" D. KNEE SPACE KITCHEN FLR: WOOD CLG: 10'-0" 20'-5" X 11'-4" 48" RANGE W/ VENTHOOD ABV. U.C. MICRO. . F E R . I . B " 8 4 . S B A C . D " 4 2 2 64 8 15 12 14 13 WINE FLR: WOOD CLG: SLOPED W/ STAIRS 18" D. B.I. PANTRY L L A W " 6 . O C . BUTLER/ BAR FLR: WOOD CLG: 10'-0" 5'-10" X 6'-10" . O C . SINK TD . V B A R O O L F F O E N L I L T M D E S O P X E . G N E R E P . M B SLOPED TO DRAIN COV'D SIDE ENTRY FLR: CONC. CLG: 10'-0" 6'-10" X 6'-6" EXPOSED MTL BM. PER ENG. P L S 2 1 : 1 X A M E C N A R T N E E L B A T I S I V I ) L A T E D R E P D L O H S E R H T " 0 ( 8"X8" MTL COLUMN PER ENG. (TYP.) 2 88 0 6" WALL L L U F 0 8 0 3 R D . T X E E T I L 32" CLEAR VISITABLE ROUTE STACKABLE WASHER/ DRYER MUD FLR: WOOD CLG: 10'-0" BENCH WITH CUBBIES ABV. 30" D. CABS. 2 88 0 POWDER FLR: TILE CLG: 9'-0" . V A L L L A W " 6 30"X30" 107 30"X30" CLEAR FLOOR SPACE PER VISITABILITY ORDINANCE PROVIDE BLOCKING @ 34" A.F.F. FOR GRAB BARS PER VISITABILITY ORDINANCE DINING FLR: WOOD CLG: 10'-0" 11'-11" X 13'-4" " 2 / 1 . X A M TRANSITION STRIP DOOR DOOR SEAL THRESHOLD . " 8 / 3 1 . X A M INTERIOR EXTERIOR " 2 / 1 . X A M THRESHOLD DETAIL: THIS DETAIL TO BE USED IF FOUNDATION DESIGN CALLS FOR MORE THAN 1 1/2" DROP AT VISITABLE ENTRANCE. RE: CODE INTERPRETATION CI2013-002 FOR ADDITIONAL INFORMATION. VISITABILITY NOTES 1. VISITABLE BATHROOMS (R320.3) - AT LEAST 1 BATHROOM GROUP MUST CONTAIN THE FOLLOWING: A. MINIMUM NET CLEAR OPENING OF 30" B. 30"x30" CLEAR FLOOR AREA IN BATHROOM C. LATERAL 2x6 BLOCKING, CENTERLINE 34" FROM FINISHED FLOOR, EXCEPT FOR THE PORTION BEHIND THE LAVATORY. 2. VISITABLE LIGHT SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS (R320.4) - THE FIRST FLOOR OF A DWELLING MUST CONTAIN THE FOLLOWING: A. ALL LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS SHALL NOT BE INSTALLED GREATER THAN 48" ABOVE THE FINISHED FLOOR B. ALL OUTLETS AND RECEPTACLES SHALL BE INSTALLED NO LESS THAN 15" ABOVE FLOOR. 3. VISITABLE BATHROOM ROUTE (R320.5) - ALL BATHROOMS DESIGNATED FOR VlSlTABlLlTY ON THE FIRST FLOOR WILL BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR PATHWAY OF 32" BEGlNNlNG AT THE VISTABLE ENTRANCE AND CONTINUING THRU THE LIVING ROOM, DINING ROOM AND KITCHEN. 4. 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" SQUARE FOOTAGE CALCULATIONS AREA NAME AREA 351.08 SF CASITA HEATED 579.42 SF LOFT HEATED 1,351.79 SF MAIN HEATED 1,482.56 SF UPPER HEATED 3,764.85 SF HEATED ALFRESCO DINING COVERED ENTRY COVERED PORCH COVERED SIDE ENTRY COVERED TERRACE GARAGE MASONRY OUTDOOR LIVING UNHEATED TOTAL COVERED AREA 163.38 SF 79.52 SF 87.46 SF 51.03 SF 93.38 SF 519.34 SF 160.13 SF 178.63 SF 1,332.87 SF 5,097.72 SF FURR-DN L T M D E S O P X E . G N E R E P . M B L T M D E S O P X E . G N E R E P . M B COV'D PORCH FLR: TILE CLG: SLOPED 6'-0" X 13'-6" SLOPED TO DRAIN 2 . 9 0 1 4 . 9 0 1 1 . 9 0 1 3 . 9 0 1 2 . 8 0 1 4 . 8 0 1 1 . 8 0 1 3 . 8 0 1 EXPOSED MTL BM. PER ENG. 8"X8" MTL COLUMN PER ENG. (TYP.) 1   MAIN FLOOR NOTES    1/4" = 1'-0" NOTE: ALL EXTERIOR WALLS TO BE FRAMED W/ 6" STUDS AND INTERIOR WALLS TO BE FRAMED W/ 4" STUDS U.N.O. WINE ROOM NOTES 1. CONTRACTOR TO VERIFY BLOWER LOCATION WITH MANUFACTURER SPECIFICATIONS. BLOWER UNIT TO BE INSTALLED WITH RUBBER GASKETS OR OTHER VIBRATION ISOLATING MATERIALS. 2. WINE ROOM DOOR TO HAVE WEATHER STRIPPING. 3. WINE ROOM WALLS AND CEILING TO BE CONSTRUCTED WITH A VAPOR BARRIER APPLIED TO THE "WARM-SIDE" OF WALLS AND CEILINGS AND "DURO ROCK" OR "HARDIBACKER" APPLIED TO INTERIOR WALLS AND CEILINGS. 4. CONTRACTOR TO SPECIFY MILDEW RESISTANT PAINTS, STAINS AND OTHER FINISH MATERIALS. 5. CONTRACTOR TO INSULATE ALL WALLS. 6. CONTRACTOR TO SPECIFY SEALED RECESSED CANS OR WALL SCONCES IN WINE ROOM. COPYRIGHT © 2022 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: MARK CARLSON HIRT RESIDENCE CD SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: A2 of XX 2 21212 CC 06/07/2022 XX SN 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. § 2.6. SETBACK PLANES. GABLED/DORMER ROOF EXCEPTION E: 3.b 11'-3" PL. @ UPPER ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER S.B. PLANE @ PORTION 4 S.B. PLANE @ PORTION 2 " 8 / 1 3 - ' 1 1 UPPER FLOOR 11'-8 1/4" 10'-1" PL. @ MAIN 11'-1" PL. @ MAIN " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 COLUMN PER PLAN (TYP.) OPEN TO COV'D PORCH MASONRY MAIN FLOOR 609.75' FINISHED GRADE 610.00' H.P. B.T. 4 609.64' H.P. B.T. 2 STANDING SEAM METAL ROOF (TYP) 5:12 PITCH 12 10 12 10 CLG. HT. BEYOND DECORATIVE LOUVER MASONRY 6" MAS. HEADER (TYP. @ MAS.) MASONRY MASONRY " 0 - ' 8 " 0 - ' 9 6" MAS. SLPD. SILL (TYP. @ MAS.) 4:12 PITCH SLPD. MAS. CAP MASONRY " 3 - ' 4 1 OPEN TO COV'D PORCH " 0 - ' 0 1 OPEN TO COV'D ENTRY " 0 - ' 0 1 " 0 - ' 8 32' H. MAX CoA BUILDING HT. § 2.6. SETBACK PLANES. GABLED/DORMER ROOF EXCEPTION E: 3.b 11'-3" PL. @ UPPER ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER S.B. PLANE @ PORTION 3 S.B. PLANE @ PORTION 1 " 8 / 1 3 - ' 1 1 UPPER FLOOR 11'-8 1/4" 10'-1" PL. @ MAIN " 0 1 - ' 1 3 I T H G E H G N D L U B I I " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 609.95' H.P. B.T. 3 FINISHED GRADE 609.40' H.P. B.T. 1 MAIN FLOOR 609.75' 1   FRONT ELEVATION    1/4" = 1'-0" 609.74' AVG. HT. BASE § 2.6. SETBACK PLANES. GABLED/DORMER ROOF EXCEPTION E: 3.b 11'-3" PL. @ UPPER ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER S.B. PLANE @ PORTION 4 S.B. PLANE @ PORTION 2 12 12 10 10 MASONRY 6" MAS. HEADER (TYP. @ MAS.) " 0 - ' 8 6" MAS. SLPD. SILL (TYP. @ MAS.) 12 10 12 10 STANDING SEAM METAL ROOF (TYP) OPEN ABV. 5:12 PITCH § 2.6. SETBACK PLANES. GABLED/DORMER ROOF EXCEPTION E: 3.b OPEN ABV. BEAM PER ENG. 11'-8.5" PL. @ UPPER 11'-3" PL. @ UPPER " 6 - ' 0 1 OPEN TO COV'D TERRACE MASONRY 36" H. RAILING PER OWNER SELECTION " 8 / 5 8 - ' 1 1 MASONRY " 8 / 1 3 - ' 1 1 S.B. PLANE @ PORTION 3 S.B. PLANE @ PORTION 1 UPPER FLOOR 11'-1" PL. @ MAIN 11'-8 1/4" 10'-1" PL. @ MAIN 1:12 PITCH BEAM PER ENG. BEAM PER ENG. BEAM PER ENG. COLUMN PER PLAN (TYP.) MASONRY " 0 - ' 8 OPEN TO OUTDOOR LIVING OPEN TO ALFRESCO DINING OPEN TO COV'D SIDE PORCH MASONRY MASONRY " 0 - ' 3 MAIN FLOOR 609.75' FINISHED GRADE 610.00' H.P. B.T. 4 609.64' H.P. B.T. 2 ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER UPPER FLOOR 11'-1" PL. @ MAIN 11'-8 1/4" 10'-1" PL. @ MAIN " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 609.95' H.P. B.T. 3 609.40' H.P. B.T. 1 MAIN FLOOR 609.75' FINISHED GRADE 2   REAR ELEVATION    1/4" = 1'-0" " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 COPYRIGHT © 2022 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: MARK CARLSON HIRT RESIDENCE CD SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: A8 of XX 8 21212 CC 06/07/2022 XX SN 2x ROOF FRAMING O.H. PER ROOF PLAN ROOF SHEATING PER SPECS ROOFING PER PLAN 2x CEILING FRAMING WALL STUDS PER PLAN INSULATION PER SPECS N A L P R E P T H G E H E T A L P I T&G WOOD SOFFIT 2X FASCIA PER PLAN 1X6 STONE POCKET TRIM STONE VENEER 3   EAVE DETAIL    1" = 1'-0" STANDING SEAM METAL ROOF (TYP) 12 5 § 2.6. SETBACK PLANES. GABLED/DORMER ROOF EXCEPTION E: 3.b 12 5 ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER " 8 / 1 3 - ' 1 1 UPPER FLOOR 11'-1" PL. @ MAIN 11'-8 1/4" 10'-1" PL. @ MAIN " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 11'-8.5" PL. @ UPPER 11'-3" PL. @ UPPER 10:12 PITCH MASONRY " 8 / 1 3 - ' 1 1 OPEN TO COV'D TERRACE 36" H. RAILING PER CODE " 8 / 5 8 - ' 1 1 " 0 - ' 3 12 1 BEAM PER ENG. BEAM PER ENG. OPEN TO ALFRESCO DINING " 0 - ' 9 " 0 - ' 3 " 0 - ' 9 MASONRY OPEN TO COV'D SIDE PORCH 609.40' H.P. B.T. 1 609.64' H.P. B.T. 2 MAIN FLOOR 609.75' FINISHED GRADE " 0 - ' 6 6" MAS. HEADER (TYP. @ MAS.) 6" MAS. SLPD. SILL (TYP. @ MAS.) " 0 - ' 8 " 0 - ' 8 MASONRY MASONRY Y R N O S A M MASONRY " 8 / 1 3 - ' 1 1 10:12 PITCH 11'-3" PL. @ UPPER ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER SLPD. MAS. CAP 12 4 UPPER FLOOR 11'-1" PL. @ MAIN 11'-8 1/4" 10'-1" PL. @ MAIN BEAM PER ENG. " 0 - ' 0 1 MASONRY OPEN TO COV'D PORCH " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 MAIN FLOOR 609.75' FINISHED GRADE 1   LEFT ELEVATION    1/4" = 1'-0" 12 5 § 2.6. SETBACK PLANES. GABLED/DORMER ROOF EXCEPTION E: 3.b 12 5 10:12 PITCH " 0 - ' 6 10:12 PITCH STANDING SEAM METAL ROOF (TYP) 10:12 PITCH 11'-3" PL. @ UPPER ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER " 8 / 1 3 - ' 1 1 UPPER FLOOR 11'-1" PL. @ MAIN 11'-8 1/4" 10'-1" PL. @ MAIN SLPD. MAS. CAP MASONRY " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 MAIN FLOOR 609.75' FINISHED GRADE MASONRY " 0 - ' 8 6" MAS. SLPD. SILL (TYP. @ MAS.) " 0 - ' 8 MASONRY 6" MAS. HEADER (TYP. @ MAS.) 6" MAS. SLPD. SILL (TYP. @ MAS.) 11'-8.5" PL. @ UPPER 11'-3" PL. @ UPPER ATTIC FLOOR 22'-4 1/2" 9'-1" PL. @ UPPER " 8 / 5 8 - ' 1 1 " 8 / 1 3 - ' 1 1 OPEN TO COV'D TERRACE 36" H. RAILING PER CODE UPPER FLOOR 11'-1" PL. @ MAIN 11'-8 1/4" 10'-1" PL. @ MAIN BEAM PER ENG. OPEN TO OUTDOOR LIVING 48" GRILL " 0 - ' 9 " 0 - ' 3 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 9 " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 609.40' H.P. B.T. 1 MAIN FLOOR 609.75' FINISHED GRADE 2   RIGHT ELEVATION    1/4" = 1'-0" 609.64' H.P. B.T. 2 COPYRIGHT © 2022 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: MARK CARLSON HIRT RESIDENCE CD SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: A9 of XX 9 21212 CC 06/07/2022 XX SN 2x ROOF FRAMING O.H. PER ROOF PLAN ROOF SHEATING PER SPECS ROOFING PER PLAN 2x CEILING FRAMING WALL STUDS PER PLAN INSULATION PER SPECS T&G WOOD SOFFIT 2X FASCIA PER PLAN 1X6 STONE POCKET TRIM STONE VENEER N A L P R E P T H G E H E T A L P I 5   EAVE DETAIL    1" = 1'-0" 32" H. MAX CoA BUILDING HT. CONT. TO MAIN RESIDENCE 32" H. MAX CoA BUILDING HT. S.B. PLANE @ PORTION 3 S.B. PLANE @ PORTION 1 12 10 12 10 10:12 PITCH 36" H. RAILING PER CODE " 0 - ' 7 MASONRY 4'-7" PL. @ UPPER " 8 / 1 7 - ' 4 UPPER FLOOR 11'-8 1/4" BOTTOM OF TRUSS " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 EAVE PER DETAIL 5/ A12 6" MAS. HEADER (TYP. @ MAS.) MASONRY 9080 O.H. GLASS DOOR PER OWNER SELECTION 9080 O.H. GLASS DOOR PER OWNER SELECTION 12 5 MTL. BRACKET AND BEAM " 8 / 1 7 - ' 1 1 " 8 / 1 1 - ' 0 1 11'-7" PL. @ MAIN UPPER FLOOR 11'-8 1/4" " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 STANDING SEAM METAL ROOF (TYP) 10:12 PITCH 4'-7" PL. @ UPPER 4'-7" PL. @ UPPER " 8 / 1 7 - ' 4 11'-7" PL. @ MAIN UPPER FLOOR 11'-8 1/4" " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 36" H. RAILING PER CODE " 8 / 1 7 - ' 1 1 " 8 / 1 1 - ' 0 1 " 0 - ' 7 6" MAS. SLPD. SILL (TYP. @ MAS.) 10:12 PITCH 6" MAS. HEADER (TYP. @ MAS.) SLIDING DOORS TO GARAGE 10'-1" PL. @ MAIN BOTTOM OF TRUSS BOTTOM OF TRUSS 10'-1" PL. @ MAIN MAIN FLOOR 610.5' 610.00' H.P. B.T. 4 609.95' H.P. B.T. 3 MAIN FLOOR 610.5' MAIN FLOOR 610.5' 610.00' H.P. B.T. 4 609.64' H.P. B.T. 2 3   LEFT ELEVATION    1/4" = 1'-0" S.B. PLANE @ PORTION 4 S.B. PLANE @ PORTION 2 10:12 PITCH MTL. BRACKET AND BEAM MASONRY " 8 / 1 7 - ' 1 1 " 8 / 1 7 - ' 1 1 " 8 / 1 7 - ' 4 UPPER FLOOR 11'-8 1/4" BOTTOM OF TRUSS " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 609.95' H.P. B.T. 3 MAIN FLOOR 610.5' 609.40' H.P. B.T. 1 609.74' AVG. HT. BASE 1   FRONT ELEVATION    1/4" = 1'-0" CONT. TO MAIN RESIDENCE 32" H. MAX CoA BUILDING HT. 32" H. MAX CoA BUILDING HT. S.B. PLANE @ PORTION 3 S.B. PLANE @ PORTION 1 S.B. PLANE @ PORTION 4 S.B. PLANE @ PORTION 2 10:12 PITCH 10:12 PITCH 4'-7" PL. @ UPPER 4'-7" PL. @ UPPER 12 10 12 10 10:12 PITCH MASONRY " 0 - ' 7 36" H. RAILING PER CODE 4'-7" PL. @ UPPER " 8 / 1 7 - ' 4 11'-7" PL. @ MAIN UPPER FLOOR 11'-8 1/4" BOTTOM OF TRUSS 5 10'-1" PL. @ MAIN 12 EAVE PER DETAIL 5/ A12 MTL. BRACKET AND BEAM " 8 / 1 7 - ' 1 1 " 8 / 1 1 - ' 0 1 MASONRY " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 MAIN FLOOR 610.5' UPPER FLOOR 11'-8 1/4" BOTTOM OF TRUSS " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 " 8 / 1 7 - ' 4 11'-7" PL. @ MAIN UPPER FLOOR 11'-8 1/4" BOTTOM OF TRUSS " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 " 8 / 1 7 - ' 1 1 " 8 / 1 7 - ' 1 1 610.00' H.P. B.T. 4 609.64' H.P. B.T. 2 MASONRY " 0 - ' 8 6" MAS. SLPD. SILL (TYP. @ MAS.) MASONRY " 8 / 1 7 - ' 4 UPPER FLOOR 11'-8 1/4" BOTTOM OF TRUSS 36" H. RAILING PER CODE " 8 / 1 7 - ' 1 " 8 / 1 1 - ' 0 1 609.95' H.P. B.T. 3 610.00' H.P. B.T. 4 4   RIGHT ELEVATION    1/4" = 1'-0" MAIN FLOOR 610.5' MAIN FLOOR 610.5' MAIN FLOOR 610.5' 609.95' H.P. B.T. 3 609.40' H.P. B.T. 1 2   REAR ELEVATION    1/4" = 1'-0" COPYRIGHT © 2022 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: MARK CARLSON HIRT RESIDENCE CD SHEET: PROJECT NO: DRAWN BY: DATE: CHECKED BY: PROJECT MGR: A12 of XX 12 21212 CC 06/07/2022 XX SN