06.2 - 1908 Kenwood Ave - Drawings — original pdf

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CRZ 1/2 CRZ 1/4 CRZ Existing overhead power and power-pole PORTION 3 PORTION 2 PORTION 1 S 66° 10' 5" W 139.87' (140') " E 0 4 ' 3 0 d 0 1 ' < N 8 0 . 7 @ 5 Full CRZ 1/2 CRZ 1/4 CRZ 105: Pecan Trunk Diameter: 22" 104: Chinese Pistache Trunk Diameter: 18" 5' SIDE YARD SETBACK Proposed new pole mounted meter and underground service to house per 12/12/2023 A.E. Criteria Manual, Figure 1-15A pg. 149. . e . u . e . u Existing overhead electric to existing meter. 4' construction fence NOTE: 1 roof overhang parallel to ridges for all locations. 8" roof overhang for all gable locations. o.e. ) ' 0 5 ( Full CRZ 17'-9 3/4" o.e. Proposed new exterior panel. u.e. " 2 - ' 6 1 S E R U T C U R T S R O F K C A B T E S . . E U P . ' 5 , . 7 S L O O P R O F K C A B T E S E N L R E W O P D N A K C A B T E S I . . L B S S E C C A R A E R ' 0 1 o.e. " 6 - ' 6 2 ' 7 9 . 9 1 1 W " 5 4 6 4 ° 4 2 N ' K C A B T E S . . E U P . ' 5 R 6 ' - 0 " Y E L L A I E D W ' 5 1 o.e. o.e. o.e. ) ' 0 7 ( o.e. o.e. SYM. SITE LEGEND IRON ROD FOUND SPINDLE FOUND SILT FENCE CONSTRUCTION FENCE PROPERTY LINE SETBACK LINE EASEMENT LINE / PUE ELEVATION CONTOUR LINE OE/UE OVERHEAD ELECTRIC POWER POLE ELECTRICAL METER AND BASE WATER METER W W POTABLE WATER LINE (APPROXIMATED) GP GRINDER PUMP LOCATION SS SANITARY SEWER / WASTE WATER LINE POLAR NORTH SPOT ELEVATION POINT BENCHMARK ELEVATION 3" ELEVATION CHANGE W/ DIMENSION EXISTING TREE (SEE 'TREE LIST') EXISTING TREE LIST TAG SPECIES / CONDITION / REMOVE SIZE 100 101 102 103 104 105 RED OAK / GOOD / NO RED OAK / GOOD / NO PECAN / GOOD / NO RED OAK / GOOD / NO CHINESE PISTACHE / GOOD / NO RED OAK / GOOD / NO 18" 26" 14.5" 22.5 18" 22" SITE LAYOUT LEGEND KEY DISCRIPTION SOILS CUT LOCATION SOILS BACKFILL LOCATTION DIRECTION OF WATER FLOW - - 4' construction fence Existing drive and approach to remain. Silt fence Portable chemical toilet 8'x16' rolloff dumpster 2 5 ' S I D E S T R E E T B . L . S E T B A C K P E R P L A T 100: Red Oak Trunk Diameter: 26" C H O R D B E A R I N G N 7 0 ° 3 9 ' 0 3 " W R A D = 4 9 0 . 0 0 ' C H O R D = 1 4 1 . 3 6 A R C L E N G T H = 1 4 1 . 8 6 ' 1/4 CRZ 101: Red Oak Trunk Diameter: 18" 1/4 CRZ 1/2 CRZ Full CRZ 1/2 CRZ Full CRZ M A R I P O S A D R I V E 5 0 ' R . O . W . 1 PLOT PLAN (SITE) w/ PROPOSED UPDATES 1/8" = 1'-0" @ 22x34 PAGE SIZE 1/16" = 1'-0" @ 11x17 PAGE SIZE LOT INFORMATION PROJECT ADDRESS: 1908 Kenwoood Avenue Austin, Texas 78704 LEGAL DISCRIPTION: LOT 1&2 BLK 34 Travis Heights Volume 3, Page 15, Travis Couty ZONING: SF-3 - NP ) ' 0 5 ( ) ' 0 5 ( ' 4 0 . 0 0 1 W " 4 1 6 2 ° 7 2 N ' W E U N E V A D O O W N E K . . W O R . ' 0 6 103: Red Oak Trunk Diameter: 14.5" 1/4 CRZ 1/2 CRZ Full CRZ T A L P R E P K C A B T E S D R A Y T N O R F ' 5 2 101: Red Oak Trunk Diameter: 18" 102: Pecan Trunk Diameter: 14.5" 1/4 CRZ 1/2 CRZ Full CRZ I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 EXPIRES 1/31/2025 NORTH: N27°,26',14" W REVISIONS REV: 06 / 07 / 2024 REV: 09 / 11 / 2024 REV: 10 / 25 / 2024 SITE LAYOUT 1 . 2 L Existing 2-car carport and storage building with flat torch-down roof exhibiting advanced rot and decay. Wooden and galvanized steel pole structure with wood board and batten siding. Unknown historic relevance. Proposed full demolition and replacement. Existing red tone composition roofing shingles. Owner observed cedar shake remnants found in attic, typ. Wooden vent of unknown historic relevance but appears to be part of original exterior fabric. Existing vinyl siding and vinyl vent placed over wood siding of unknown condition and unknown historic relevance. Newer vinyl and aluminum window units throughout. 2x4 and 2x6 trim appears to be a mixture of vinyl and aluminum cladding possibly placed over original trim. Existing cantilever wood deck and railing to remain. Vinyl soffits likely cover previously exposed rafter tails, typ. Existing original masonry to remain, Typical U.N.O. 1 ELEVATION - SOUTH ( Side / Mariposa Street) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Existing red tone composition roofing shingles. Owner oberved cedar shake remnants found in attic. Existing vinyl siding placed over wood siding of unknown condition and unknown historic relevance. Vinyl siding appears to cover an original gable vent location. Existing 2-car carport and storage building exhibiting advanced rot and decay. Wooden and galvanized steel pole structure with wood board and batten siding. Window missing. Proposed demolition and replacement. Existing original masonry and updated windows beyond. Masonry proposed to be removed (this wall only on this elevation) and reused on new structure. Existing original masonry to remain, Typical U.N.O. 2 ELEVATION - WEST (Rear / Alley) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - REVISIONS REV: 12 / 12 / 2024 EXISTING ELEVATIONS h 1 . 2 A 621'- 9 1/4" TOP OF RIDGE 619'- 9 3/8" MID POINT OF PITCH 617'- 9 1/2" TOP OF PLATE Hardie Plank(tm) lap siding trim and fascia. Standard style and color TBD by Owner. AVERAGE ADJACENT GRADE: (LDC 25, Subchapter F, 3.4.1) the difference between highest and lowest adjacent grade is 3'-7" Lowest adjacent grade: 584'-5" Highest adjacent grade: 591'-7" Average adjacent grade: 588'-0" New construction: This wall structure to bear on new slab with upper structure cantilevered over existing top plate of wall below. Re. A6.1 Proposed New Construction : Wall of adjacent bedroom to remain. No bearing of new structure on original foundation or original framing. Re. A6.1 1 A 4 . 1 12 8 3'-0" soffit @ window 1'-0" typ. " 8 7 / 1 1 - ' 1 " 8 7 / 1 1 - ' 1 " 2 / 1 8 - ' 8 " 3 - ' 8 " 0 - ' 9 " 6 - ' 3 609'-1" TOP OF PLATE 600'-10" TOP OF PLATE " 8 3 / 0 1 - ' 1 3 " 0 - ' 5 1 I E N A L P E N L Y T R E P O R P R A E R A 1 591'-10" FINISHED FLOOR " 5 591'-5" HIGHEST ADJ. GRADE 586'-11" AVERAGE ADJACENT GRADE Saved brick masory from saved from old locations. Tooth into existing masonry wall. Match existing mortar color and style. 1 A 4 . 1 A B A Replace all exist. composition to be removed and matched to new. Color to be light color and TBD by Owner. Remove vinyl siding and overlay existing wood siding beneath with 1/2" Zipwall(tm) panels. Finish face to be James Hardie (tm) plank siding w/ standard profile and color TBD 12 8 1 ELEVATION - SOUTH ( Side / Mariposa Street) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE FINISHED FLOOR 585'-0 1/4" LOWEST ADJACENT GRADE 584'-5" Replace all exist. composition to be removed and matched to new. Color to be light color and TBD by Owner. Hardie Plank(tm) lap siding trim and fascia. Standard style and color TBD by Owner. B B 12 8 TOP OF RIDGE 621'- 9 1/4" MID PITCH 619'- 9 3/8" TOP OF PLATE 617'- 9 1/2" TOP OF PLATE 609'-1" TOP OF PLATE 600'-10" " 8 / 7 1 1 - ' 1 " 8 / 7 1 1 - ' 1 " 9 - ' 8 " 3 - ' 8 " 0 - ' 9 2 ELEVATION - WEST (Rear / Alley) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE A FINISHED FLOOR 591'-10" I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 " 0 - ' 5 1 E N A L P K C A B T E S T N O R F EXPIRES 1/31/2025 - REVISIONS REV: 06 / 27 / 2024 REV: 07 / 08 / 2024 REV: 07 / 30 / 2024 REV: 10 / 24 / 2024 BUILD-OUT ELEVATIONS 1 . 2 A Existing red tone composition roofing shingles. Owner observed cedar shake remnants found in attic. Vinyl siding appears to cover an original gable vent location. Remove vinyl siding and overlay existing wood siding beneath with 1/2" Zipwall(tm) panels. Finish face to be James Hardie (tm) plank siding w/ standard profile and color TBD Existing 2-car carport and storage building with flat torch-down roof exhibiting advanced rot and decay. Wooden and galvanized steel pole structure with wood board and batten siding. Window in poor condition but likely part of carport addition. Unknown historic relevance. Proposed full demolition and replacement. Existing original masonry to be removed at this wall and saved for new structure. Move electrical meter and panel to this wall. Vinyl siding and newer vinyl casement window adjacent to door. Existing original masonry to remain, Typical U.N.O. 1 ELEVATION - NORTH 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Existing red tone composition roofing shingles. Owner observed cedar shake remnants found in attic. Newer vinyl and aluminum window units throughout. Existing original masonry cladding and retaining wall to remain, Typical U.N.O. 2 ELEVATION - EAST (Front / Kenwood Avenue) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - REVISIONS REV: 12 / 12 / 2024 EXISTING ELEVATIONS h . 2 A 585' 0 1/4" FINISHED FLOOR 584'-5" LOWEST ADJACENT GRADE Replace all exist. composition to be removed and matched to new. Color to be light color and TBD by Owner. Remove vinyl siding and overlay existing wood siding beneath with 1/2" Zipwall(tm) panels. Finish face to be James Hardie (tm) plank siding w/ standard profile and color TBD 12 8 NOTE: all lap siding to be James Hardie Plank with profile and color TBD by owner. Existing masonry removed from face of house under carport and from north face to be cleaned and saved. Original House : Wall of adjacent bedroom to remain. No bearing of new structure on original foundation or original framing. Re. A6.1 Proposed New Construction: This wall structure to bear on new slab with upper structure cantilevered over existing top plate of wall below. Re. A6.1 1 A 4 . 1 12 8 A C AVERAGE ADJACENT GRADE: (LDC 25, Subchapter F, 3.4.1) the difference between highest and lowest adjacent grade is 3'-7" Lowest adjacent grade: 584'-5" Highest adjacent grade: 591'-5" Average adjacent grade: 586'-10" TOP OF RIDGE 621'- 9 1/4" MID POINT OF PITCH 619'- 9 3/8" TOP OF PLATE 617'- 9 1/2" TOP OF PLATE 609'-1" TOP OF PLATE 600'-10" " 8 / 7 1 1 - ' 1 " 8 7 / 1 1 - ' 1 " 2 / 1 8 - ' 8 " 3 - ' 8 " 0 - ' 9 " 5 I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 FINISHED FLOOR 591'-10" " 5 - ' 3 HIGHEST ADJACENT GRADE 591'-5" AVERAGE 586'-11" ADJACENT GRADE EXPIRES 1/31/2025 1 A 4 . 1 1 ELEVATION - NORTH 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Proposed new addition 12 8 " 0 - ' 5 1 P O R T I O P O R T I O N 3 N 2 P O R T I O N 1 - REVISIONS REV: 03 / 13 / 2024 REV: 03 / 20 / 2024 REV: 06 / 07 / 2024 REV: 06 / 27 / 2023 REV: 07 / 08 / 2024 REV: 07 / 30 / 2024 REV: 10 / 24 / 2024 BUILD-OUT ELEVATIONS 2 . 2 A 2 ELEVATION - EAST (Front / Kenwood Avenue) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE B B " 8 / 7 1 1 - ' 1 " 2 / 1 8 - ' 8 " 3 - ' 8 " 0 - ' 9 621'- 9 1/4" TOP OF PLATE 619'- 9 3/8" TOP OF PLATE 617'- 9 1/2" TOP OF PLATE 609'-1" TOP OF PLATE 591'-10" FINISHED FLOOR 585'-0 1/4" FINISHED FLOOR 600'-10" TOP OF PLATE 12 8 Full Demolition: Carefully remove original masonry and retain for project. Remainder of structure and foundation to be removed to grade. Original House : This structure to remain with exception of the original masonry. Roof shingles to be removed and replaced in final phase of project built-out Carefully remove existing brick masonry, remove old mortar and save masonry for use in new porch locations. Re. Elevations pages A2.1 & A2.2 . U C . . . U C Storage Room 2 Car Carport ORIGINAL 2-STORY SINGLE FAMILY STRUCTURE TO REMAIN Carefully remove and save masonry from this wall for addition. 1 EXISTING STRUCURE & DEMOLITION 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE DEMOLITION LEGEND DISCRIPTION DESIGNATION FULL DEMOLITION AREAS TO REMAIN REMOVE AND SAVE BRICK I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 EXPIRES 1/31/2025 NORTH: N27°,26',14" W - REVISIONS REV: 06 / 07 / 2024 REV: 07 / 08 / 2024 REV: 10 / 25 / 2024 AS-BUILT& DEMOLITION 1 . 1 A Original House New construction 1 A2.2 2'-4" 5'-6" 3'-4" 5'-6" 3'-0" 1'-11" Storage 8'-0' ceiling 2 D " 1 1 - ' 2 1 " 8 - ' 2 " 2 / 1 0 - ' 4 1 A 4 . 1 6'-3" " 2 / 1 7 - ' 9 1 " 2 / 1 6 - ' 0 1 2- Car Carport / Garage vaulted ceiling 3 27'-5 1/2" Lower Screen Porch vaulted ceiling 20'-7 1/2" 6'-10" " 2 / 1 0 1 - ' 1 " 3 - ' 6 1 " 3 - ' 5 " 6 - ' 5 " 2 / 1 0 - ' 2 " 1 1 - ' 0 3 . 1 2 A 2 5 A A 5'-6" 2'-4" 3'-4" 3'-4" 1 5'-6" 27'-10" Spiral stair design: 22 risers @ 9-1/4" (11 risers to Attic Level and 11 risers to Roof Level. Top plate height to be 195" (16'-3"). Finished floor to be 16'-11 3/8" with 1-1/8" plywood over 7-1/4" floor joists. IRC 2021 R311 Data: Walkline Radius: 1'-3" Tread depth at walk-line: 8-1/16", Clear tread width: 30" Rise: 9-1/4" Min. Headroom: 90" ( 7'-6" ) 30" 1'- 0 " A 5'-6" 1 A 4 . 1 8 1/16" 2'-4" 1 A2.1 3'-11 1/2" 2'-10 1/2" 4 dumb- waiter Dumb Waiter: Manufacturer: Model: Options: EXISTING 2-STORY / SPLIT LEVEL HOUSE . 2 2 A 2 Shaded Entry Pavilion 21' x 14' 1 PLAN - GROUND LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 EXPIRES 1/31/2025 NORTH: N27°,26',14" W REVISIONS REV: 07 / 08 / 2024 REV: 07 / 30 / 2024 REV:10 / 25 / 2024 FLOOR PLANS 2 . 1 A Original House New construction 1 A2.2 1 A 4 . 1 Attic low sloped ceiling Line of walls below (typical) Exterior wall from above to extend through attic down to top plate of floor below Dumbwaiter shaft continuation. Line of opening above at top floor. Lower Screen Porch open to screen porch below Steel walkway for attic access. 2'-8" 2'-8" B 5'-6" 10'-10" 1 A 4 . 1 1 1 A2.1 . 1 2 A 2 Attic low sloped ceiling Existing Attic low sloped ceiling . 2 2 A 2 1 . 2 A 2 2 . 2 A 2 PLAN - ATTIC LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE 2 PLAN - ROOF LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Dumb Waiter: Manufacturer: Model: Options: EXPIRES 1/31/2025 Original House New construction 1 A2.2 1 A 4 . 1 " 6 - ' 8 " 4 - ' 6 2'-8" 2'-8" 10'-10" 5'-6" A Closet " 4 - ' 2 4 4 dumb- waiter PPP Lounge C 4'-4" 5'-9" " 2 / 1 3 - ' 3 " 0 - ' 3 " 2 / 1 6 - ' 7 1 " 3 - ' 1 1 " 3 " 6 - ' 5 " 6 - ' 5 " 0 - ' 1 " 2 / 1 3 - ' 3 " 6 - ' 5 " 3 C " 6 - ' 5 " 3 - ' 1 1 " 2 / 1 6 - ' 7 1 3'-0" soffit " 0 - ' 3 2'-8" 2'-8" A 5'-6" 10'-10" 1 A 4 . 1 1 A2.1 Spiral stair design: 22 risers @ 9-1/4" (11 risers to attic level and 11 risers to 2nd floor. Top plate height to be 195" (16'-3"). Finished floor to be 16'-11 3/8" with 1-1/8" plywood over 7-1/4" floor joists. IRC 2021 R311 Data: Walkline Radius: 1'-3" Tread depth at walk-line: 8-1/16", Clear tread width: 30" Rise: 9-1/4" Min. Headroom: 90" ( 7'-6" ) I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 NORTH: N27°,26',14" W REVISIONS REV: 07 /08 / 2024 REV: 07 / 30 / 2024 REV: 10 / 25 / 2024 FLOOR PLANS 3 . 1 A " 0 - ' 1 . h . o / t i f f o s w e n & t s x e i " 0 - ' 1 . h . o / t i f f o s w e n & t s x e i 1'-0" soffit / o.h. 1 A2.2 1'-0" o.h. exist. . h . o " 4 . t s x e i N D E P O L S - 2 1 : 8 N D E P O L S - 2 1 : 8 " 0 - ' 1 t i f f o s p y t 3'-0" soffit / o.h. 1 A2.1 N D E P O L S - 2 1 : 8 N D E P O L S - 2 1 : 8 x " 0 - ' 1 i . t s x e . h . o 4" o.h. exist. 1 . 2 A 2 8:12 - SLOPE DN 8:12 - SLOPE DN 8:12 - SLOPE DN 8:12 - SLOPE DN " 0 - ' 1 . h . o . t s x e i 4" o.h. exist. 2 . 2 A 2 8:12 - SLOPE DN 8:12 - SLOPE DN . h . o " 4 . t s x e i I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/25/2024 EXPIRES 1/31/2025 NORTH: N27°,26',14" W REVISIONS REV: 03 / 20 / 2024 REV: 10 / 24 / 2024 ROOF PLANS 4 . 1 A 1 ROOF PLAN 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE 5'-6" R2'-9" 5'-6" " 0 - ' 7 " 2 / 1 4 - ' 4 " 8 - ' 2 3'-0" C A CUSTOM WOOD FRAMED SCREEN FIXED WOOD PAINT TBD SCREEN MATERIAL TBD - - QUANTITY=4 B CUSTOM WOOD FRAMED SCREEN FIXED WOOD PAINT TBD SCREEN MATERIAL TBD - - QUANTITY=6 ANDERSEN 100's DOUBLE SASH BLACK INTERIOR / BLACK EXTERIOR LOW-E DOUBLE GLAZED ROUGH OPENING: = +1" x +1" FULL NAIL FIN QUANTITY = 9 1 WINDOW STYLES (FROM EXTERIOR) 1/2" = 1'-0" @ 22x34 PAGE SIZE 1/4" = 1'-0" @ 11x17 PAGE SIZE 10/25/2024 I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 5'-6" R2'-9" 3'-0" 6'-0" 2'-0" ***EXTERIOR FACE SHOWN FOR ALL DOOR TYPES*** 16'-0" " 0 - ' 8 " 8 - ' 6 " 0 - ' 7 " 8 - ' 6 finished floor 1 2 SITE BUILT WOOD SCREEN DOOR RH ACTIVE / RH INSWING EBONY STAIN WITH 3 COATS OF SATIN POLY (SAND BETWEEN COATS) SINGLE LOCKING LEVER SINGLE DEADBOLT QUANTITY = 1 1-HOUR FIRE RATED STEEL DOOR RH - INSWING PAINT TBD DOUBLE BORE - SINGLE DEADBOLT AND LEVER HANDLE QUANTITY = 1 3 CUSTOM WOOD PLANK CARRIAGE DOOR LH PAINT TBD - ROLLING HARDWARE TBD - QUANTITY = 1 4 STEEL CLAD SMOOTH LH PAINT TBD SINGLE BORE - 1 PASSAGE SET QUANTITY = 3 5 SINGLE OH STEEL FRAMED DOOR INSULATED PAINT TO MATCH HOUSE TRIM TENSIONER REMOTE AND WIFI OPENER - QUANTITY = 1 2 DOOR STYLES (FROM EXTERIOR) 1/2" = 1'-0" @ 22x34 PAGE SIZE 1/4" = 1'-0" @ 11x17 PAGE SIZE EXPIRES 1/31/2025 " 0 - ' 7 - - finished floor REVISIONS REV: 07 / 30 / 2024 REV: 10 / 25 / 2024 ARCH SCHEDULES 1 . 0 A DBL 2X12 HDR. DBL 2X12 HDR. DBL 2X12 HDR. DBL 2X12 HDR. DBL 2X8 HDR. DBL 2X8 HDR. Extend LVL 6" past opening to avoid crushing R E D A E H L V L " 4 / 1 - 8 1 E L B U O D . R D H 0 1 X 2 E L B U O D DOUBLE 2X10 HDR. DOUBLE 2X10 HDR. 2x10 FLOOR JOISTS @ 16" o.c. . R D H 0 1 X 2 L B D I . c . o " 6 1 @ S T S O J R O O L F 0 1 x 2 M A E B L V L " 4 / 1 - 9 E L P R T I DOUBLE 2X10 HDR. DOUBLE 2X10 HDR. DOUBLE 2X10 HDR. CMST12 M A E B L V L " 4 / 3 - 3 2 E L B U O D . R D H 0 1 X 2 L B D . R D H 0 1 X 2 L B D . c . I o " 6 1 @ S T S O J G N L E C 8 x 2 I I (3) 2x8 rafters at wall 14" LVL rafter / strut. Connect to diaphragm wall sheathed on each side with 1/2" OSB and connected to top plate using xxx anchors. Double LVL connected to sloped hanger at floor diaphragm intersection. (3) 11-1/4" LVL BEAM MID-SPAN (2) 9-1/4" LVL BEAM 2x8 ROOF RAFTERS @ 16" o.c. DOUBLE 7-1/4" LVL Solid blocking as shown through this area to be spaced @ 3' o.c. SOLID BLOCKING BETWEEN RAFTERS ABOVE WALL DOUBLE 7-1/4" LVL (3) 11-1/4" LVL BEAM MID-SPAN DOUBLE 7-1/4" LVL Align solid blocking at floor diaphragm with double LVL strut Joists to bear on top of cointinuous 14" double LVL beam. Top of LVL beams to be 15';-8" AFF. All bearing points above wall intersections shall receive quadruple 2x6 built up columns. Provide solid blocking between all rafter ends / T U R T S R E T F A R L V L " 4 1 E L B U O D I . c . o " 6 1 @ S T S O J R O O L F 8 x 2 8 X 2 E L P I R T I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A 10/31/2024 PROVIDE DOUBLE 2X6 COLLAR TIES 2 ALL EXPOSED RAFTERS IN THE GARAGE @ 16" A.F.F. . c . o " 6 1 @ S R E G G R T U O 8 x 2 I Double joists over wall CMST12 Solid blocking through this area to be spaced @ 3' o.c. CMST12 Double joists over wall CMST12 3-stud pack under all beams, typ. (3) 11-1/4" LVL RIDGE BEAM 1 FRAMING PLAN - FIRST FLOOR 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE FRAMING PLAN - ATTIC 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE FRAMING PLAN - ROOF LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE 2 3 FRAMING NOTES & KEY GENERAL ELECTRICAL NOTES: 1. ALL EXTERIOR WALL FRAMING TO BE #2 SOUTHERN YELLOW PINE. 2. WALLS AT MAIN ENTRY, AT FRONT COVERED PATIO & AT FRONT PATIO PONY WALL TO BE 2X6 @ 16" O.C. ALL BEAMS TO BE FLUSH WITH ADJACENT CEILINGS & SOFFITS U.N.O. 4. ALL RAFTERS TO HAVE HURRICANE CLIPS AT EXTERIOR WALL TOP PLATE CONNECTION. 5. ROOF DECKING SHALL BE 5/8" ZIPWALL (TM) SHEATHING. ALL EXTERIOR WALLS SHALL BE 1/2" ZIPWALL (TM) SHEATHING. ALL LVL's SHALL BE WEYERHAEAUSER 2.0E MICROLAM LVL OR BOISE CASCADE VERSA-LAM 2.0E 3100Fb 9. SUPPORTED AWNINGS AND SOFFITS WHERE INDICATED. REVERSE JOIST HANGER FASCIA 3. 6. 7. 10. ALL SINGLE DOORS AND WINDOWS UNDER 3' OF SPAN SHALL RECEIVE DOUBLE 2x8 HEADER U.N.O. 11. ALL DOUBLE DOORS AND WINDOWS OVER 3' SHALL RECEIVE DOUBLE OR TRIPLE 2x8's DEPENDING ON WALL THICKNESS U.N.O. 12. HVAC CONSIDERATION FOR DUCT. RE. 1/A4.1 FOR PROPER BEAM PLACEMENT TO ALLOW FOR FRAMING INTERIOR DUCT SOFFIT 13. SHADED AREAS INDICATE ALL DROP CEILINGS / HVAC SOFFITS TO BE FRAMED WITH 2X4's @ 12" O.C. WITH EXCEPTION OF HOME OFFICE 1, WHICH SHALL BE 2x6 DROP CEILING 14. ST: (STRAP TIE): LOCATION OF STEEL STRAP TIE PLACED BETWEEN FLOORS AND CENTERED ON 3-STUD BUILT-UP CHORD, USE SIMPSON MSTC28 STRAP TIE, PER MFR. TO CONNECT LOWER FLOOR AND UPPER FLOOR CHORDS. 15. FA (FOUNDATION ANCHOR): SIMPSON HDU2-SDS 2.5, DRILL & EPOXY 8" INTO EXISTING GRADE BEAM SET IN SIMPSON ET-HP EPOXY PER MFR'S. SPECS. AND CONNECTED TO 3-STUD BUILT-UP CHORD THAT CONNECTS TO CHORD IN #14 ABOVE (STRAP TIE CHORD). 16. ALL CANTILEVERED BEAMS TO HAVE MINIMUM BACK-SPAN OF 6' REVISIONS REV: 06 / 07 / 2024 REV: 06 / 27 / 2024 REV: 08 / 21 / 2024 REV: 09 / 30 / 2024 REV: 10/ 25 / 2024 FRAMING LAYOUT 1 . 6 A WALL BRACING SCHEDULE SYMBOL WB1 DISCRIPTION (TYPE WSP) 1/2" APA RATED OSB SHEATING AT EACH SIDE OF WALL WITH 8d NAILS SP. @ 4" O.C. STAGGERED AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE STUDS. FOR 2-STORY BRACED WALLS, BOTTOM PLATE FASTENING AT INTERMEDIATE FLOOR = 8d nails @ 3" oc. BOTTOM PLATE ANCHORAGE TO CONCRETE = 5/8"Ø CIP J-bolts or adhesive anchors w/ 8" min embed @ 40" oc (TYPE GWB) 1/2" GYPSUM WALL BOARD PANEL W/ 6D COOLER NAILS SP. @ 4" O.C. EACH SIDE OF STUD WALL. BOTTOM PLATE ANCHORAGE TO CONCRETE = 5/8"Ø CIP J-bolts or adhesive anchors w/ 8" min embed @ 40" oc (TYPE WSP) 1/2" APA RATED OSB SHEATING AT EACH SIDE OF WALL WITH 8d NAILS SP. @ 4" O.C. STAGGERED AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE STUDS. FOR 2-STORY BRACED WALLS, BOTTOM PLATE FASTENING AT INTERMEDIATE FLOOR = 8d nails @ 3" oc. WALL OPENINGS SHALL NOT HAVE WINDOWS OR ANY SOLID ENCLOSURE. INSECT NETTING IS ONLY ACCEPTABLE OPENING MATERIAL. WB2 WB3 BRACING NOTES STUD SPACING @ 16" O.C. MAX 1. 2. BLOCK ALL HORIZONTAL PANEL EDGES WITH 2x... BLOCKING 3. PANELS SHALL BE APPLIED WITH THE LONG DIMENSION PERPENDICULAR OR PARALELL TO STUDS. 4. Re. S1.1 FOR SCHEDULE & DETAILS FOR ADDITIONAL HOLD DOWN REQUIREMENTS AND SLAB CONSTRUCTION. 5. MIN #4 x 36" LONG REBAR LOCATED 3" - 5" BELOW TOP OF SLAB, CENTERED ON HOLD-DOWN. AT CORNERS BEND BARS 90° (Re. S0.0-S2.1) i n m " 0 - ' 1 i n m " 0 - ' 1 Roof diaphragm and framing PLATE HT Simpson H2.5A hurricane clips or approved equal (typ) End post Panel edge nailing (typ.) NOTE: Lay sheathing horizontally U.N.O. Field nailing (typ.) 2x4 flat blocking at all panel edges Bottom plate w/ fastening CMST14 strap ties ea. end of wall typ. all walls between attic and roof Continuous rim joist 2ND F.F. PLATE HT 1-1/8" ply or OSB subfloor Top plate NOTE: Lay sheathing horizontally U.N.O. End post 2x4 flat blocking at all panel edges Bottom plate anchors, install as spec on pages S1.0 & S1.1 Hold-down (typ.) FINISHED SLAB E2 3 B W 3 B W E2 CS14 CS14 F2 WB3 NOTE: No windows to cover openings at this level. Walls designed for insect screen type enclosure only. Re. A0.1 and WB3 CS14 F1 WB1 CS14 I N O T A T S E F N A M 3 P I e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A REVISIONS REV: 06 / 07 / 2024 REV: 06 / 27 / 2024 REV: 08 / 21 / 2024 REV: 09 / 30 / 2024 REV: 10 / 25 / 2024 BRACING LAYOUT 2 . 6 A A1 1 B W HDU-5 HDU-5 A2 1 B W A3 1 B W HDU-5 HDU-5 B4 WB1 C1 3 B W C2 3 B W 4 BRACING DETAIL 3/8" = 1'-0" @ 22x34 PAGE SIZE 3/16" = 1'-0" @ 11x17 PAGE SIZE 10/31/2024 B4 WB1 B3 WB2 HDU-8 B2 WB1 B1 WB1 HDU-5 HDU-5 Diaphram braced wall: Elevated 8' above ground level and faced with 1/2" OSB on both sides. Structure extends from continuous LVL beam to bottom of top floor structure and bears on both exterior and interior walls. CMST12 STRAP TOP OF WALL HDU-5 CMST12 STRAP TOP OF WALL B3 WB2 HDU-5 HDU-8 B2 WB1 B1 WB1 HDU-5 HDU-5 Diaphram braced wall: Wall faced with 1/2" OSB on both sides. 2x4x 16' structure extends from first floor ground level structures to bottom of top floor structure. Diaphram braced wall: Wall faced with 1/2" OSB on both sides. 2x4x 16' structure extends from first floor to concrete floor to bottom of top floor structure. WRAP STRAP AROUND BEAM D3 WB3 D2 WB1 CMST12 STRAP TOP OF WALL CMST14 D1 WB1 CMST14 2 Diaphram braced wall: Wall faced with 1/2" OSB on both sides. 2x4x 16' structure extends from attic floor to top of structure. D3 WB3 CMST12 STRAP EA END OF WALL, TYP ALL WALLS BETWEEN ATTIC AND FIRST FLOOR D2 WB1 CMST14 NOTE: No windows to cover openings at this level. Walls designed for insect screen type enclosure only. Re. A0.1 and WB3 CMST14 CMST14 D1 WB1 E1 3 B W CS14 CS14 F2 WB3 CS14 F1 WB1 CS14 3 3 B W E1 1 B W A1 1 B W A2 1 1 B W A3 HDU-5 3 B W C1 3 B W C2 BRACING PLAN - FIRST FLOOR 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE BRACING PLAN - ATTIC LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE BRACING PLAN - ROOF LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE GENERAL NOTES 1. 2. 3. 4. 5. 6. 8. 9. ROOF ASSEMBLY − 10 PSF BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION AUTHORITY HAVING JURISDICTION: CITY OF AUSTIN, TEXAS, USA DEAD LOAD: DEAD LOADS ARE BASED ON THE ASSUMPTIONS BELOW, WITH AN AVERAGE NOT TO EXCEED 15 PSF FOR COMBINED ROOF, CEILING, EXTERIOR WALLS, FLOORS, AND PARTITIONS. A. LIVE LOAD: A. B. C. D. E. F. G. ROOF LIVE LOAD: A. SNOW LOAD: A. GROUND SNOW LOAD, Pg − 5 PSF B. C. D. UNINHABITED ATTICS WITHOUT STORAGE − 10 PSF UNINHABITED ATTICS WITH STORAGE − 20 PSF HABITABLE ATTICS AND SLEEPING AREAS − 30 PSF ALL OTHER AREAS EXCEPT STAIRS − 40 PSF PRIVATE ROOMS AND CORRIDORS SERVING THEM − 40 PSF PUBLIC ROOMS − 100 PSF CORRIDORS SERVING PUBLIC ROOMS − 100 PSF OCCUPANCY IMPORTANCE FACTOR − 1.0 THERMAL FACTOR − 1.0 EXPOSURE FACTOR − 1.0 ORDINARY FLAT, PITCHED, AND CURVED ROOFS − 20 PSF 7. WIND DESIGN: INTERNAL PRESSURE COEFFICIENT, Gcpi − ±0.18 COMPONENTS AND CLADDING PRESSURES − SEE TABLE BELOW A. ULTIMATE DESIGN WIND SPEED (Vult)− 108 MPH B. ALLOWABLE DESIGN WIND SPEED (Vasd) − 84 MPH C. RISK CATEGORY − II EXPOSURE CATEGORY − B D. E. MEAN ROOF HEIGHT − 29 FEET F. G. EARTHQUAKE DESIGN: EQUIVALENT LATERAL FORCE PROCEDURE A. B. C. D. E. F. G. H. RAIN DESIGN: A. B. MAXIMUM ROOF RAIN LOAD − 20 PSF RISK CATEGORY − II SEISMIC IMPORTANCE FACTOR Ie − 1.0 0.2 SEC SPECTRAL ACCELERATION Ss − 0.053 1.0 SEC SPECTRAL ACCELERATION S1 − 0.03g SITE CLASS − D SPECTRAL RESPONSE COEFFICIENT Sds − 0.056g SPECTRAL RESPONSE COEFFICIENT Sd1 − 0.048g SEISMIC DESIGN CATEGORY − A 100−YEAR RAINFALL INTENSITY (IN/HR) − 4.79 IN FOUNDATION DESIGN NOTES 1. GEOTECHNICAL REPORT: A. GEOTECHNICAL ENGINEER − HOLT ENGINEERING, INC B. C. SUBGRADE IMPROVEMENT: A. REPORT NUMBER − 05−12624 REPORT DATE − 22 MAY 2024 2. REMOVE ALL EXISTING PAVEMENT, VEGETATION, OR ORGANIC MATTER AND STRIP THE SURFACE SOIL TO AN ADEQUATE DEPTH NECESSARY TO PROVIDE THE REQUIRED AMOUNT OF SELECT FILL. SCARIFY, MOISTEN, COMPACT, AND TEST THE TOP 12" OF THE EXPOSED SUBGRADE TO 95% OF THE STANDARD PROCTOR DENSITY TEST (ASTM D698), AND TO −2%/+4% OF THE OPTIMUM MOISTURE CONTENT. PROOFROLL THE SUBGRADE WITH A HEAVY RUBBER−TIRED VEHICLE WEIGHING AT LEAST 20 TONS. MAKE A MINIMUM OF 2 PASSES OVER THE AREA. WEAK OR SOFT AREAS IN THE SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. SELECT FILL SHALL BE GRAVEL WITH US CLASSIFICATION GW OR GP B. C. D. 3. FOUNDATION DESIGN CRITERIA: A. B. ALLOWABLE SOIL BEARING CAPACITY OF GRADE BEAMS IN PROPERLY COMPACTED SUBGRADE (AT 2’−0" BELOW FINAL GRADE) − 1500 PSF. PTI PARAMETERS a. b. c. d. ALLOWABLE SOIL BEARING CAPACITY OF PIERS − 20,000 PSF Em (CENTER) − 9 FT Em (EDGE) − 5 FT Ym (SWELL) − 2.7 IN Ym (SHRINK) − 2.2 IN C. D. MINIMUM PIER DEPTH = 20 FEET BELOW EXISTING GRADE CONTRACTOR MUST BE PREPARED TO USE TEMPORARY CASING AND PUMPING IF GROUNDWATER IS ENCOUNTERED. 4. 1. 2. 3. 4. CONCRETE NOTES ALL OTHER CONCRETE − 3000 PSI MIN SLABS ON GRADE AND GRADE BEAMS − 4000 PSI MIN (w/c = 0.45 MAX) PIERS − 3000 PSI MIN (w/c = 0.45 MAX) ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE. ALL LAP SPLICES OR REINFORCEMENT BARS IN FOUNDATION SHALL BE A MINIMUM OF 48Ø, WHERE Ø IS THE DIAMETER OF THE BAR. CONCRETE MIX: A. B. C. WALLS − 4000 PSI MIN (w/c = 0.45 MAX) D. E. MAX FLY ASH CONTENT − 20% F. MAX COARSE AGGREGATE SIZE − 1 INCH G. EXPOSURE CATEGORIES − F0, S0, W0, C1 CONCRETE COVER: A. B. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH − 3" CONCRETE EXPOSED TO EARTH OR WEATHER: a. #5 BAR OR SMALLER − 1−1/2" b. #6 BAR TO #18 BAR − 2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND a. #11 BAR AND SMALLER − 3/4" #14 TO #18 BAR − 1−1/2" b. C. 5. 6. PROVIDE CHAIR SUPPORTS FOR PROPER CLEARANCE. SLAB ON GRADE CHAIRS SHALL BE SPACED AT 48 INCHES MAX OR AT EVERY THIRD BAR. NO HORIZONTAL JOINTS OR VERTICAL JOINTS ARE PERMITTED IN CONCRETE UNLESS APPROVED BY THE STRUCTURAL ENGINEER. ALL CONCRETE FOOTINGS SHALL BE CONSOLIDATED WITH A CONCRETE VIBRATOR. 7. 8. WATER SHALL NOT BE ADDED TO THE MIX TRUCKS UNLESS IT IS WITHIN THE VOLUME THAT HAS BEEN WITHHELD BY THE READY MIX SUPPLIER. VOID FORMS VOID FORMS WHERE SPECIFIED SHALL BE 8" DEEP 1. 2. WATER VAPOR BARRIER SHALL BE PLACED OVER THE VOID FORMS. FOLLOW MANUFACTURER’S INSTRUCTIONS FOR INSTALLATION. 3. 1. 2. 3. 4. 5. 6. 7. 1. 2. 1. 2. 3. 1. 2. 3. 4. 5. 6. TIMBER NOTES TIMBER SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS FOR LUMBER AND FASTENERS. SAWN LUMBER SHALL BE GRADED BY NLGA, SPIB, WWPA, OR WCLIB GRADING AGENCIES. PLYWOOD SHALL CONFORM TO APA REQUIREMENTS. ALL MATERIALS MUST BE GRADE MARKED. STRUCTURAL MEMBER GRADE REQUIREMENTS (UNLESS OTHERWISE NOTED ON PLAN): A. B. C. D. E. F. G. H. I. J. ALL LUMBER SHALL BE KILN−DRIED WITH A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE TREATED WITH PRESERVATIVES. JOISTS AND RAFTERS − NO. 2 GRADE SOUTHERN YELLOW PINE BEAMS/TIMBERS 5" AND WIDER − NO. 2 GRADE SOUTHERN YELLOW PINE POSTS − NO. 2 GRADE SOUTHERN YELLOW PINE PLATES − NO. 3 GRADE SOUTHERN YELLOW PINE BLOCKING − NO. 3 GRADE SOUTHERN YELLOW PINE GLULAM BEAMS − SOUTHERN YELLOW PINE OR DOUGLAS FIR 3000Fb, 2.1E, 300Fv LSL COLUMNS AND BEAMS − 1.3E LVL BEAMS − 2.0E PSL COLUMNS − 1.8E PSL BEAMS − 2.0E SUBMITTALS CONTRACTOR SHALL ALLOW FOR A MINIMUM OF TEN (10) BUSINESS DAYS FOR SUBMITTAL REVIEW. SUBMITTALS FOR THIS PROJECT SHALL INCLUDE: A. B. C. D. E. CONCRETE MIX DESIGNS AND TEST DATA CONCRETE ACCESSORIES CONCRETE REINFORCING PIER DEPTH CONFIRMATION FROM DRILLING COMPANY SELECT FILL CLASSIFICATION NOTES TO CONTRACTOR THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. SEE THE SUBMITTAL SECTION FOR THE REQUIRED LIST OF SUBMITTALS. GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOUNDATION. NOTES TO OWNER EVEN WITH PROPER DESIGN AND CONSTRUCTION, ALL CONCRETE WILL SHOW SHRINKAGE CRACKS. THE FOUNDATION HAS BEEN DESIGNED WITH THE ASSUMPTION THAT MOVEMENT CAN BE TOLERATED WITHIN A STANDARD PERFORMANCE LIMIT. NO PROVISIONS FOR ANY FUTURE EXPANSION HAS BEEN MADE IN THE STRUCTURAL DESIGN TREES SHALL BE PLANTED AT A MINIMUM OF 75% OF THEIR ULTIMATE HEIGHT AWAY FROM THE BUILDING. IRRIGATE VEGETATION AND SOILS ADJACENT TO THE BUILDING ON AN AS−NEEDED BASIS TO MAINTAIN UNIFORM MOISTURE CONDITIONS. FOR MORE INFORMATION ON FOUNDATION CARE, PLEASE CONSULT FPA− SC−07 − "FOUNDATION MAINTENANCE AND INSPECTION GUIDE FOR RESIDENTIAL AND OTHER LOW−RISE BUILDINGS", WHICH IS AVAILABLE ON THE FOUNDATION PERFORMANCE ASSOCIATION’S WEBSITE WWW.FOUNDATIONPERFORMANCE.ORG. O3 STRUCTURAL STUDIO | TBPE F−23925 426 TARROW ST, STE 101 COLLEGE STATION, TX 77840 o3structural.com 713−909−0458 I N O T A T S E F I N A M 3 P I 4 0 7 8 7 S A X E T , N T S U A , E U N E V A D O O W N E K 8 0 9 1 PROJECT NUMBER DATE DRAWN BY CHECKED BY NO. 1 DESCRIPTION TO BE CHECKED 24−013 10/31/2024 o3 o3 DATE Date 1 S0.0 GENERAL NOTES 27’ − 10" 5 S2.0 " 2 / 1 2 − ’ 5 " 0 − ’ 8 4 S2.0 C O " 6 1 @ 0 1 X 2 EXISTING BUILDING " 4 / 3 0 1 − ’ 9 " 5 − ’ 0 1 " 4 / 3 0 1 − ’ 9 " 2 / 1 2 − ’ 1 3 1 FOUNDATION PLAN 3/16" = 1’−0" 2 S2.0 2’ − 9" 2X10 @ 16" OC 1 S2.0 7’ − 9 3/8" 7’ − 9 3/8" 4’ − 0" 7’ − 9 3/8" 30’ − 7" O3 STRUCTURAL STUDIO | TBPE F−23925 426 TARROW ST, STE 101 COLLEGE STATION, TX 77840 o3structural.com 713−909−0458 I N O T A T S E F I N A M 3 P I 4 0 7 8 7 S A X E T , N T S U A , E U N E V A D O O W N E K 8 0 9 1 PROJECT NUMBER DATE DRAWN BY CHECKED BY 24−013 10/31/2024 o3 o3 NO. DESCRIPTION DATE S1.0 FOUNDATION PLAN PLACE FOUNDATION ON 10 MIL PLASTIC WATER VAPOR BARRIER OVER PROPERLY PREPARED SUBGRADE. CONTRACTOR SHALL VERIFY ALL FOUNDATION SLOPES, DROPS, AND DIMENSIONS WITH THE ARCHITECT. −SEE GENERAL NOTES FOUNDATION PLAN LEGEND FOUNDATION PERIMETER SLAB ELEVATION CHANGE CONCRETE BEAM TD TURNDOWN CONCRETE WALL WOOD JOIST SLAB DROP PIER DECK SPAN DIRECTION (LONG DIRECTION OF PANELS) FOUNDATION TYPE: WOOD FLOOR ON CRAWL SPACE SUBFLOOR (2) LAYERS 15/32" THICK APA RATED STURD−I−FLOOR SHEATHING (OSB OR PLYWOOD) W/ A SPAN RATING OF 48/24. VAPOR BARRIER: 10 MIL CRAWL SPACE CLEARANCE 18 INCHES MINIMUM VOID SIZE 8 INCHES SUBFLOOR NOTES 1. 2. PANELS SHALL SPAN 3 JOISTS MINIMUM IN THE LONG DIRECTION. PANELS SHALL BE NAILED TO JOISTS WITH 10d NAILS. GRADE BEAM SCHEDULE BEAM TYPE BEAM TYPE WIDTH DEPTH TOP BARS BOTTOM BARS TIES B1 TYPICAL GRADE BEAM 14" 36" (3) #7 (3) #7 #3 @ 24" OC PIER SCHEDULE PIER TAG SHAFT Ø MIN DEPTH MIN EMBED VERTICAL REINF. TIES P1 12 IN 20’−0" FT 3’−0" FT (4) #6 #3 @ 12" WOOD STUD WALL, REF PLAN WOOD STUD WALL, REF PLAN WOOD STUD WALL, REF PLAN SUBFLOOR SUBFLOOR SUBFLOOR RIM JOIST 2X12 TREATED NAILER W/ 1/2" X 6" EMBED SCREW ANCHOR @ 16" OC WOOD STUD WALL, REF PLAN SUBFLOOR RIM JOIST 2X12 TREATED NAILER W/ 1/2" X 6" EMBED SCREW ANCHOR @ 16" OC TERMITE SHIELD H T P E D D E H C S F E R FLOOR JOIST CRAWL SPACE GRADE BEAM REINF, REF SCHED WIDTH REF SCHED RIM JOIST 2X12 TREATED NAILER W/ 1/2" X 6" EMBED SCREW ANCHOR @ 16" OC E C N A R A E L C S E T O N F E R H T P E D E L U D E H C S F E R WIDTH REF SCHED FLOOR JOIST FULL DEPTH BLOCKING @ 16" OC CRAWL SPACE TERMITE SHIELD GRADE BEAM REINF, REF SCHEDULE RIM JOIST 2X12 TREATED NAILER W/ 1/2" X 6" EMBED SCREW ANCHOR @ 16" OC TERMITE SHIELD H T P E D D E H C S F E R PIER PIER E C N A R A E L C S E T O N F E R FLOOR JOIST CRAWL SPACE EXISTING FOUNDATION H T P E D D E H C S F E R GRADE BEAM REINF, REF SCHEDULE SOIL RETAINER, REF NOTES WIDTH REF SCHED VOID FORM, REF NOTES E C N A R A E L C S E T O N F E R FLOOR JOIST CRAWL SPACE TERMITE SHIELD GRADE BEAM REINF, REF SCHEDULE SOIL RETAINER, REF NOTES WIDTH REF SCHED VOID FORM, REF NOTES 1 TYPICAL EXTERIOR GRADE BEAM @ PIER − JOIST PERPENDICULAR 2 TYPICAL EXTERIOR GRADE BEAM @ PIER − JOIST PARALLEL 3/4" = 1’−0" 3/4" = 1’−0" 3 TYPICAL EXTERIOR GRADE BEAM 3/4" = 1’−0" 4 TYPICAL EXTERIOR GRADE BEAM @ EXISTING FNDN 3/4" = 1’−0" WOOD STUD WALL, REF PLAN GRAVEL SELECT FILL, REF NOTES H T P E D D E H C S F E R WIDTH REF SCHED #4 @ STIRRUP SPACING EA FACE W/ CONT #4 @ 12" OC GRADE BEAM REINF, REF SCHEDULE PIER 5 TYPICAL EXTERIOR GRADE BEAM @ GARAGE 3/4" = 1’−0" O3 STRUCTURAL STUDIO | TBPE F−23925 426 TARROW ST, STE 101 COLLEGE STATION, TX 77840 o3structural.com 713−909−0458 I N O T A T S E F I N A M 3 P I 4 0 7 8 7 S A X E T , N T S U A , E U N E V A D O O W N E K 8 0 9 1 S2.0 DETAILS PROJECT NUMBER DATE DRAWN BY CHECKED BY 24−013 10/31/2024 o3 o3 NO. DESCRIPTION DATE B A L S S S E N K C H T I SECOND POUR FIRST POUR REF LAP SPLICE SCHEDULE 2x4 KEYWAY (2) #5 X 3’−0" DOWELS SLAB REINF 6" 6" M A E B E D A R G H T P E D E D A R G M A E B H T P E D 6" Ø MAX HORIZONTAL PENETRATION −LOCATE IN MIDDLE THIRD −MUST BE SLEEVED USING A PVC PIPE 1/2" LARGER THAN PLUMBING PIPE, MIN B A L S S S E N K C H T I 3 / H T P E D 3 / H T P E D 3 / H T P E D BEAM REINF SLAB REINF, REF PLAN 1’ − 6 " T Y P 3" 3" 3" 3" H T P E D M A E B E S A E R C N I A I D E L O H Y B M A E B E D A R G H T P E D TYP GRADE BEAM T&B BARS TYP GRADE BEAM STIRRUPS TYP GRADE BEAM T&B BARS GRADE BEAM WIDTH SECTION ADDITIONAL LONGER STIRRUPS ON EA SIDE OF PENETRATION ELEVATION ADDITIONAL (2) #5 BOTTOM TYP GRADE BEAM STIRRUPS EXTRA STIRRUPS @ CONSTRUCTION JOINT 1 GRADE BEAM CONSTRUCTION JOINT 3/4" = 1’−0" 2 TYPICAL HORIZONTAL GRADE BEAM PENETRATION5 3/4" = 1’−0" 40 BAR DIA 36" MIN TYP CORNER BAR TO MATCH BEAM REINF, T&B BEAM WIDTH M A E B H T D I W TYP BEAM HORIZ REINF O3 STRUCTURAL STUDIO | TBPE F−23925 426 TARROW ST, STE 101 COLLEGE STATION, TX 77840 o3structural.com 713−909−0458 TYP BEAM HORIZ REINF M A E B H T D I W 40 BAR DIA 36" MIN TYP CORNER BAR TO MATCH BEAM REINF, T&B 3 TYPICAL CORNER BARS IN GRADE BEAM5 3/4" = 1’−0" BEAM WIDTH BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 NOTES: 1. 2. 3. 4. 5. 17 22 28 33 72 83 93 105 116 22 29 36 43 94 107 121 136 151 15 19 24 29 63 72 81 91 101 19 25 31 37 81 93 105 118 131 13 17 22 26 56 64 72 81 90 17 23 28 34 73 83 94 106 117 12 16 20 24 51 59 66 74 82 BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 16 21 26 31 67 76 86 96 107 Ld= TENSION DEVELOPMENT LENGTH. ALL SPLICES ARE IN INCHES. AT SPLICES FOR TOP BARS, MULTIPLY SPLICE LENGTHS (OR Ld/2 AS NOTED IN BEAM SCHEDULE) BY 1.3. A TOP BAR IS DEFINED AS HAVING A MINIMUM OF 12" OF FRESH CONCRETE BELOW BAR. FOR EPOXY COATED BARS, MULTIPLY SPLICE LENGTHS BY 1.5. THE PRODUCT OF THE TOP BAR MULTIPLIER AND EPOXY COATED BAR MULTIPLIER = 1.7 MAX WHEN LAP SPLICING BARS OF DIFFERENT SIZES, THE LENGTH IS DETERMINED BY THE SMALLER BAR, BUT NOT TO BE LESS THAN THE CLASS A SPLICE LENGTH OF THE LARGER BAR. I N O T A T S E F I N A M 3 P I 4 0 7 8 7 S A X E T , N T S U A , E U N E V A D O O W N E K 8 0 9 1 STANDARD HOOK DEVELOPMENT LENGTHS GRADE 60 REINFORCEMENT/NORMAL WEIGHT CONCRETE SLAB LAP SPLICE DEVELOPMENT LENGTHS GRADE 60 REINFORCEMENT/NORMAL WEIGHT CONCRETE F’c=3000 F’c=4000 F’c=5000 F’c=6000 F’c=3000 F’c=4000 F’c=5000 F’c=6000 Ldh 0.7Ldh Ldh 0.7Ldh Ldh 0.7Ldh Ldh 0.7Ldh CLASS A 1.0 Ld CLASS B 1.3 Ld CLASS A 1.0 Ld CLASS B 1.3 Ld CLASS A 1.0 Ld CLASS B 1.3 Ld CLASS A 1.0 Ld CLASS B 1.3 Ld BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 8 11 14 16 19 22 25 28 31 6 8 10 12 13 15 17 19 22 7 9 12 14 17 19 21 24 27 6 7 8 10 12 13 15 17 19 6 8 11 13 15 17 19 22 24 6 6 7 9 10 12 13 15 17 6 8 10 12 14 15 17 20 22 BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 6 6 7 8 9 11 12 14 15 Ldh 90° HOOKS NOTES: Ldh 180° HOOKS 1. 2. 3. HOOKS ARE NOT CONSIDERED EFFECTIVE FOR DEVELOPING BARS IN COMPRESSION. ALL SPLICES ARE IN INCHES. Ldh SHALL BE MULTIPLIED BY 1.2 FOR EPOXY−COATED HOOKED BARS. 4 TYPICAL VERTICAL PENETRATION THROUGH GRADE BEAM5 3/4" = 1’−0" 5 END HOOK SCHEDULE 3/4" = 1’−0" 6 STANDARD HOOK DEVELOPMENT LENGTHS 3/4" = 1’−0" 7 SLAB LAP SPLICE DEVELOPMENT LENGTHS 3/4" = 1’−0" 3" 3" 3" 3" TYPICAL STIRRUP SPACING TYPICAL STIRRUP SPACING AT INTERIOR BEAMS, WIDEN BEAMS BY 1/2 OF THE PENETRATION Ø EA SIDE EXT FACE IF EXT BEAM PVC SLEEVE THROUGH BEAM TYPICAL GRADE BEAM REINF E D A R G M A E B H T D I W AT EXTERIOR BEAMS, INCREASE BEAM WITH BY PENETRATION Ø BEAM LAP SPLICE DEVELOPMENT LENGTHS GRADE 60 REINFORCEMENT/NORMAL WEIGHT CONCRETE F’c=3000 F’c=4000 F’c=5000 F’c=6000 CLASS A 1.0 Ld CLASS B 1.3 Ld CLASS A 1.0 Ld CLASS B 1.3 Ld CLASS A 1.0 Ld CLASS B 1.3 Ld CLASS A 1.0 Ld CLASS B 1.3 Ld 17 22 28 33 48 55 62 70 78 22 29 36 43 63 72 81 91 101 15 19 24 29 42 48 54 61 67 19 25 31 37 54 62 70 79 87 13 17 22 26 37 43 48 54 60 17 22 28 33 49 55 63 70 78 12 16 20 24 34 39 44 49 55 BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 16 20 25 31 44 51 57 64 71 Ld= TENSION DEVELOPMENT LENGTH. ALL SPLICES ARE IN INCHES. AT SPLICES FOR TOP BARS, MULTIPLY SPLICE LENGTHS (OR Ld/2 AS NOTED IN BEAM SCHEDULE) BY 1.3. A TOP BAR IS DEFINED AS HAVING A MINIMUM OF 12" OF FRESH CONCRETE BELOW BAR. FOR EPOXY COATED BARS, MULTIPLY SPLICE LENGTHS BY 1.5. THE PRODUCT OF THE TOP BAR MULTIPLIER AND EPOXY COATED BAR MULTIPLIER = 1.7 MAX WHEN LAP SPLICING BARS OF DIFFERENT SIZES, THE LENGTH IS DETERMINED BY THE SMALLER BAR, BUT NOT TO BE LESS THAN THE CLASS A SPLICE LENGTH OF THE LARGER BAR. BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 NOTES: 1. 2. 3. 4. 5. b d J D HOOK A OR G 4 db OR 2 1/2" MIN b G d R O A D b d 2 1 90° HOOKS 180° HOOKS END HOOK SCHEDULE BAR SIZE FINISHED BEND DIAMETER, D (IN) 180° HOOKS 90° HOOKS A OR G, (IN) J, (IN) A OR G, (IN) #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 2−1/4 3 3−3/4 4−1/2 5−1/4 6 9−1/2 10−3/4 18−1/4 12 24 5 6 7 8 10 11 15 17 19 27 36 D= INSIDE DIAMETER OF BEND BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 6 8 10 12 14 16 19 22 24 31 41 3 4 5 6 7 8 11−3/4 13−1/4 14−3/4 21−3/4 28−1/2 K O O H G R O A 6 db A OR G D b d 90° HOOKS A 6 db 6 d b D db b d D D 135° HOOKS 6 d b A b d 6 D db b d A CORNER TIE HOOK CROSS TIE STIRRUP AND TIE HOOK SCHEDULE BAR SIZE #3 #4 #5 D (IN) 1 1/2 2 2 1/2 90° HOOKS A OR G, (IN) 135° HOOKS A OR G (IN) BAR SIZE 4 1/2 4 6 4 4 1/2 5 1/2 #3 #4 #5 D= INSIDE DIAMETER OF BEND 8 BEAM LAP SPLICE DEVELOPMENT LENGTHS 3/4" = 1’−0" 9 STIRRUP AND TIE HOOK SCHEDULE 3/4" = 1’−0" PROJECT NUMBER DATE DRAWN BY CHECKED BY 24−013 10/31/2024 o3 o3 NO. DESCRIPTION DATE S2.1 TYPICAL FOUNDATION DETAILS LOT INFORMATION PROJECT ADDRESS: 1908 Kenwoood Avenue Austin, Texas 78704 LEGAL DISCRIPTION: LOT 1&2 BLK 34 Travis Heights Volume 3, Page 15, Travis Couty SF-3 - NP ZONING: 1 SETBACK PLANE COMPLIANCE PLAN 1" = 15' @ 22x34 PAGE SIZE 1" = 13' @ 11x17 PAGE SIZE I N O T A T S E F N A M 3 P I - - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A POLAR NORTH REVISIONS REV: 06 / 07 / 2024 REV: 09 / 09 / 2024 REV: 10 / 25 / 2024 EXIST SITE & PROTECTION 1 . 1 L