C.2 - 2902 Oakmont Blvd - Plans — original pdf

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M P 6 2 5 : | 0 2 0 2 , 2 2 y r a u n a J , y a d s e n d e W | 2 0 8 1 . 1 2 . r e V | n o i t i d d A r e n o T / 2 2 D A C H C R A I r o i f c s a B d u o c M B I l - l a c o l . 3 M B I : l d u o c M B I ADDITION TO TONER HOUSE 2902 OAKMONT BLVD AUSTIN, TX 78703 Scott Ginder - Texas Architect Registration # 21234 -- 1.20.20 E S U O H R E N O T O T N O I T I D D A D V L B T N O M K A O 2 0 9 2 3 0 7 8 7 X T , I N T S U A REV DATE DESCRIPTION ISSUE: PERMIT SET DATE: 01/22/20 PROJECT NUMBER: 2018 SHEET TITLE: COVER SHEET G0.00 ©2018 FORGE CRAFT ARCHITECTURE + DESIGN SHEET INDEX PROJECT TEAM G0.00 G0.10 A0.10 A1.01 A1.02 A1.41 A2.11 A3.11 A5.11 A5.12 A5.13 A6.11 COVER SHEET PROJECT INFORMATION ARCHITECTURAL SITE FLOOR PLAN ROOF PLAN RCP BUILDING ELEVATIONS BUILDING SECTIONS WINDOW DETAILS FOUNDATION DETAILS ROOF DETAILS DOORS & WINDOWS Architect of Record FORGE CRAFT ARCHITECTURE + DESIGN 608 W. Monroe Street Austin, TX 78704 Alex@forgecraftarchitecture.com Structural Engineer STRUCTURES - Dante Angelini 6926 N. Lamar Llvd. Austin, Texas 78752 (512) 499-0919 ZONING: SF-3-NP ZONING: SF-3 LEGAL DESCRIPTION: E 150 FT OF LOT 1 BRYKERWOODS ANNEX NO 2 RESUB OF PT LTS 6-10 STANDARDS LOT AREA: FLOOR AREA RATIO: BUILDING COVERAGE: IMPERVIOUS COVER FRONT SETBACK: SIDE YARD SETBACK: REAR SETBACK: REQUIRED / ALLOWED 2,500 SF MIN. .40 (3,770.0 SF) .40 (3,770.0 SF) .45 (4,242 SF) 25' 5' 10' PROVIDED 9,427 SF .28 (2,670 SF) .26 (2,457 SF) .42 (3,924 SF) 25' 5' 10' VICINITY MAP KEY PLAN SITE LOCATION SITE LOCATION TOTAL F.A.R. ALLOWED (.40) TOTAL ACTUAL F.A.R. (.28) 3,770.0 SF 2,670 SF REV DATE DESCRIPTION SITE DEVELOPMENT INFORMATION AREA 1ST FLR CONDITIONED (MAIN HOUSE) 1ST FLR CONDITIONED (ADDITION) 2ND FLR CONDITIONED (MAIN HOUSE) BASEMENT COVERED PARKING COVERED PATIO, DECKS OTHER COVERED UNCOVERED DECKS/OPEN STAIRS DRIVEWAY, IMP. WALKSWAYS, AC PAD TOTAL COVERED AREA (.26) TOTAL IMPERVIOUS COVER ALLOWED (.45) TOTAL IMPERVIOUS COVER. (.41) EXISTING 1,576 0 0 0 0 140 0 0 1,295 REMOVED 0 0 0 0 0 0 0 0 0 ADDED 0 614 0 0 163 60 0 0 0 TOTAL 1,576 SF 614 SF 480 SF 0 SF 163 SF 200 SF 0 SF 0 SF 1,295 SF 2,457 SF 4,262.4 SF 3,924 SF F.A.R. CALCULATIONS: AREA EXISTING REMOVED ADDED TOTAL 1,576 SF MAIN HOUSE (1ST FLR) ADDITION (1ST FLR) 614 SF 480 SF MAIN HOUSE (2ND FLR) SPACE OVER 15' TALL GARAGE (DETACHED) CARPORT ACCESSORY BUILDINGS 1,576 0 0 0 0 0 0 0 614 492 0 0 0 0 0 SF 0 SF 0 SF 0 SF 0 0 0 0 0 0 0 Scott Ginder - Texas Architect Registration # 21234 -- 1.20.20 E S U O H R E N O T O T N O I T I D D A D V L B T N O M K A O 2 0 9 2 3 0 7 8 7 X T , I N T S U A PARKING: LAND USE MAIN HOUSE REQUIRED 2 PROVIDED 2 TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED 2 2 ISSUE: PERMIT SET DATE: 01/22/20 PROJECT NUMBER: 2018 SHEET TITLE: PROJECT INFORMATION G0.10 ©2018 FORGE CRAFT ARCHITECTURE + DESIGN M P 6 2 5 : | 0 2 0 2 , 2 2 y r a u n a J , y a d s e n d e W | 2 0 8 1 . 1 2 . r e V | n o i t i d d A r e n o T / 2 2 D A C H C R A I r o i f c s a B d u o c M B I l - l a c o l . 3 M B I : l d u o c M B I ADDITION: 614 sqft Scott Ginder - Texas Architect Registration # 21234 -- 1.20.20 " 0 - ' 0 1 5'-0" 5 ' S E T B A C K " 0 - ' 0 4 O W T N O T R O P I " 0 - ' 0 4 E N O N O T R O P I E A S E M E N T E A S E M E N T 1 5 ' - 0 " 10'-0" SET BACK NOTE: ADDITION EXEMPT FROM VISITABILITY 5'-0" SCOPE OF ADDITION S E T B A C K 5 ' - 0 " SCOPE OF CARPORT EXISTING HOUSE: 1620 sqft (coverage), 2056 sqft (tcad) REF: SUB- CHAPTER F: 2.6.E.2 S E T B A C K 5 ' - 0 " PORCH 25'-0" SET BACK " 0 - ' 5 2 OAKMONT BLVD N Site Plan SCALE: 1/16" = 1'-0" E S U O H R E N O T O T N O I T I D D A D V L B T N O M K A O 2 0 9 2 3 0 7 8 7 X T , I N T S U A REV DATE DESCRIPTION ISSUE: PERMIT SET DATE: 01/22/20 PROJECT NUMBER: 2018 SHEET TITLE: ARCHITECTUR AL SITE A0.10 ©2018 FORGE CRAFT ARCHITECTURE + DESIGN M P 6 2 5 : | 0 2 0 2 , 2 2 y r a u n a J , y a d s e n d e W | 2 0 8 1 . 1 2 . r e V | n o i t i d d A r e n o T / 2 2 D A C H C R A I r o i f c s a B d u o c M B I l - l a c o l . 3 M B I : l d u o c M B I ROOF PLAN GENERAL NOTES: 1. ROOF ELEVATIONS ARE SET FROM A DATUM OF 0.00" = SCUPPER DRAINAGE PLANE = 52'-2 3/4" (+/-). OVERFLOW SCUPPERS SHALL HAVE OVERFLOW DRAINAGE PLANE @ +2.00". 2 A BASE LAYER OF 4 INCHES RIGID POLYISOCYANURATE SHALL BE APPLIED OVER ENTIRE SURFACE OF ROOF TO ACHIEVE A MINIMUM R-22. IECC 2012 AND ASHRAE 90.1 (2010) BOTH REQUIRE R-20 CI OR AGGREGATE R-38 IF INSULATING ATTIC SPACES. PROVIDE ADDITIONAL 6 INCHES R-19 GLASS FIBER BATT INSULATION IN ATTIC CAVITY. AVERAGE R-VALUE FROM TAPERED INSULATION OVER BASE LAYER OF RIGID POLYISO SHOULD PLACE AGGREGATE R-VALUE OF ENTIRE ROOF ASSEMBLY OVER R-49. 3. POLYISO RIGID INSULATION SHALL BE INSTALLED IN LAYERS NOT EXCEEDING 2 INCHES IN DEPTH. INITIAL 2 INCH BASE LAYER SHALL BE MECHANICALLY FASTENED TO ROOF DECK UNDERLAYMENT AS WARRANTIED BY MANUFACTURER. SUBSEQUENT LAYERS SHALL BE FULLY ADHERED. 4. ALL ROOF COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND WARRANTY. CONTRACTOR SHALL INFORM ARCHITECT OF ANY POTENTIALLY NON-COMPATIBLE COMPONENTS AND INSTALLATION CONFLICTS. 5. ALL ROOF PENETRATIONS SHALL BE SURROUNDED BY PROPERLY FLASHED AND WATERPROOFED CURB EXCEPT PROPRIETARY PIPE PENETRATIONS WHICH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S WARRANTIED METHODS AND WITH COMPATIBLE MATERIALS. 6. ALL ROOF EQUIPMENT SHALL BE SUPPORTED ON CURBS AND/OR ISOLATORS AS WARRANTIED BY MANUFACTURER. 8. DEAD LOADS AND LIVE LOADS ASSOCIATED WITH ALL ROOF EQUIPMENT SHALL BE EVALUATED FOR STRUCTURAL LOADING AND SUPPORT DETAILING. 9. ANY SECONDARY SUPPORT STRUCTURE BEARING ON ROOF ASSEMBLY SHALL BE INSTALLED SO AS NOT TO DAMAGE OR DISRUPT IN ANY WAY INSULATING AND WATERPROOFING ENVELOPE PERFORMANCE OF ROOF ASSEMBLY. 10. PROVIDE COMPATIBLE ROOF MATS WHERE REQUIRED. ATTACH TO ROOF ASSEMBLY AS WARRANTIED BY ROOF MANUFACTURER. PROVIDE MINIMUM 6 INCH GAPS BETWEEN INDIVIDUAL ROOF MAT PIECES TO ENSURE APPROPRIATE DRAINAGE. 11. ROOFING WITH SLOPE LESS THAN 2 INCHES IN 12 TO MEET ONE OF THE FOLLOWING OPTIONS IN COMPLIANCE WITH IECC SECTION 402.2.1.1: a. b. c. d. THREE-YEAR-AGED SOLAR REFLECTANCE OF 0.55 AND THREE-YEAR AGED THERMAL EMITTANCE OF 0.75 INITIAL SOLAR REFLECTANCE OF 0.70 AND INITIAL THERMAL EMITTANCE OF 0.75 THREE-YEAR-AGED SOLAR REFLECTANCE INDEX OF 64 INITIAL SOLAR REFLECTANCE INDEX OF 82 M P 6 2 5 : | 0 2 0 2 , 2 2 y r a u n a J , y a d s e n d e W | 2 0 8 1 . 1 2 . r e V | n o i t i d d A r e n o T / 2 2 D A C H C R A I r o i f c s a B d u o c M B I l - l a c o l . 3 M B I : l d u o c M B I OUTLINE OF HOUSE BELOW, DASHED SLOPE 8:12 SLOPE SLOPE 8:12 8:12 E P O L S E P O L S 2 1 : 8 2 1 : 8 EXISTING CHIMNEY EXISTING COMP SHINGLE ROOF EXISTING ROOF ABOVE CARPORT E P O L S 2 1 : 8 E P O L S 2 1 8 : SLOPE 4:12 EXISTING COMP SHINGLE ROOF 3 ROOF PLAN SCALE: 1/8" = 1'-0" Scott Ginder - Texas Architect Registration # 21234 -- 1.20.20 E S U O H R E N O T O T N O I T I D D A D V L B T N O M K A O 2 0 9 2 3 0 7 8 7 X T , I N T S U A REV DATE DESCRIPTION ISSUE: PERMIT SET DATE: 01/22/20 PROJECT NUMBER: 2018 SHEET TITLE: ROOF PLAN A1.02 ©2018 FORGE CRAFT ARCHITECTURE + DESIGN EXISTING CHIMNEY BEYOND EXISTING BUILDING BEYOND EXISTING BUILDING EXISTING ROOF COMP SHINGLE ROOF TO MATCH EXISTING CARPORT EXISTING CHIMNEY EXISTING COMP SHINGLE ROOF EXISTING HOUSE SIDING SIDING TO MATCH EXISTING COMP SHINGLE ROOF TO MATCH EXISTING 4 EAST ELEVATION SCALE: 1/8" = 1'-0" NORTH ELEVATION 2 SCALE: 1/8" = 1'-0" EXISTING CHIMNEY, BEYOND EXISTING HOUSE, BEYOND MC MANSION TENT AND MAX BUILDING HEIGHT M C M A N SIO N T E N T " 8 - ' 3 K A E P 45° " 7 - ' 5 K A E P HORIZONTAL SIDING E N I L Y T R E P O R P . . . P O T " 0 - ' 0 1 K C A B T E S ' 5 12 8 12 8 12 8 " 4 - ' 3 1 . . P O T . EXISTING ROOF EXISTING SIDING SIDING TO MATCH EXISTING COMP SHINGLE ROOF TO MATCH EXISTING SIDING TO MATCH EXISTING COMP SHINGLE ROOF TO MATCH EXISTING . . . P O T " 0 - ' 0 1 . . . P O T " 0 - ' 0 1 " 0 - ' 9 I T F F O S . O B . 3 WEST ELEVATION SCALE: 1/8" = 1'-0" SOUTH ELEVATION 1 SCALE: 1/8" = 1'-0" M P 7 3 2 : | 0 2 0 2 , 6 2 y r a u r b e F , y a d s e n d e W | 2 0 8 1 1 2 . . r e V | n o i t i d d A / r e n o T 2 2 D A C H C R A I i r o f c s a B d u o c M B I l - l a c o l . 3 M B I : l d u o c M B I 12 8 12 8 REV DATE DESCRIPTION Scott Ginder - Texas Architect Registration # 21234 -- 1.20.20 E S U O H R E N O T O T N O I T I D D A D V L B T N O M K A O 2 0 9 2 3 0 7 8 7 X T , I N T S U A ISSUE: PERMIT SET DATE: 01/22/20 PROJECT NUMBER: 2018 SHEET TITLE: BUILDING ELEVATIONS A2.11 ©2018 FORGE CRAFT ARCHITECTURE + DESIGN