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Historic Landmark Commission – Oct. 7, 2026

17.1 - 1410 Travis Heights Blvd - Photos & Drawings — original pdf

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' . 9 7 7 5 . v e E l e r i w e p a c s d n a l s r e b m i t f p i 2 5 5 ' . 6 3 k c e d d o o w d o o w t e e r c n o c t r e o o f 20" LIVE OAK TREE PROTECTION PER NOTE 18.5" TOTAL HACKBERRY (10" + 13.5") 14.5" TOTAL HACKBERRY (9" + 10") CRZ al) pic 2 / 1 y t ( 4.6' ' 5 . 6 1 t e m a r F y r o S - e n O 18.4' CRZ 4 / 1 B t e e r c n o c ' g n d i l i u B t f q s 4 0 3 r o o l f h s n i i f . 8 6 3 5 5 . v e E l wood deck t r e o o f " 4 / 3 3 - ' 5 e p a c s d n a l s r e b m i t 15' - 9 3/4" ' . 7 0 ' . 5 0 A PROPOSED ADDITION d e v o m e r e b o k c e d t d o o w HEAVY EQUIPMENT ALLOWED HERE concrete walk to be removed 5 5 5 " 4 / 1 1 - ' 5 k c e d d o o w d e r e v o c t r e e m l t d e a c o e r e b o t c i r t c e e l ' . 5 8 2 cinder block wall 4 4 0 4 ' . 5 1 a/c 17.5' 10.2' ' 2 ' 2 t y r o S - e n O e m a r F 0 1 4 1 . o N 44.4' 0 4 0 4 k c o r s p e t s p e t s ACCESS PATH elec to relocate r e d r o b k c o r d e v o m e r e b o t PROPOSED STORAGE AREA proposed new elec " 4 / 3 6 - ' 3 2 d o o w k c e d d e v o m e r e b o t l o o p to be removed concrete walk PROPOSED ADDITION proposed new elec meter location " 4 / 1 3 - ' 5 PORTACAN LOCATION t n e m e v a p f o e g d e ' . 2 2 8 5 . v e E l e r i w ' 4 6 . l i a n g a M f o p o T k r a m h c n e B . y e l l a n i 0 5 5 = n o i t a v e E l brick wall ' . 8 0 l l a w k c o r ' . 0 1 GAS METER 560 k c e d d o o w ' . 6 4 1 d e n e e r c s 8.0' ' . 0 4 1 d o o w k c e d 24.5" LIVE OAK 22.5" LIVE OAK 25.5" LIVE OAK water 31.2' ww 558 16.7' r o o l f h s n i i f ' . 9 4 1 6 5 . v e E l 9 3 0 4 3.0' 1 4 0 4 TREE PROTECTION PER NOTE 4038 557 concrete walk 4037 w t r e a w t r e e m d n u o r g r e d n u 6 5 5 b r u c l k a w e t e r c n o c ' 4 9 . 9 4 21" TOTAL CRAPE MYRTLE (5X 7") 33" TOTAL CRAPE MYRTLE (6X 4" & 5X 7") o t s e i t i l i t u d n u o r g r e d n u i n a m e r n o d e b i r c s n i l e g n a i r T K R A M H C N E B . b r u c f o p o t ' 7 8 . 5 5 5 = n o i t a v e E l NOTE: Fencing should be indicated to protect the entire Critical Root Zone (CRZ) area or as much of the CRZ as is practical. Fencing is required to be chain-link mesh at a minimum height of five feet. Any portion of the CRZ which is not protected by fencing and has not been approved for impacts must be covered by an 8inch layer of hardwood mulch which must be maintained throughout the project. Foot traffic is considered a root zone disturbance, as well. W e require 2x4 or greater size planks (6’ tall minimum) to be strapped securely around protected trees trunks and root flares when protective fencing does not incorporate the entire ½ CRZ for any reason at any time in the project. Tree protection fencing must be on grade (flat post bases weighted down with sandbags) and must encompass the ¼ CRZ at minimum. NOTE: If heavy equipment will be rolling over any area of the full CRZ of protected trees, provide 3/4" plywood over 2x4 lumber over 12″ layer of mulch to bridge over the roots and prevent soil/root compaction. After construction is completed, spread mulch around site to leave a max layer of 3″ within root zones. Lot area: 6,980 sqft Existing Main Bldg footprint Existing Rear Bldg footprint Existing Uncovered WD deck Existing Concrete walks & AC pad Existing Rock Steps 1,279 sqft 304 sqft 96 sqft (48sqft imp cv) 109 sqft 17 sqft Covered WD deck to be removed Uncovered WD deck & steps to be removed 142 sqft (71sqft imp cv) Concrete walks to be removed 142 sqft 102 sqft Existing Impervious Cover Impervious Cover to be removed Impervious Cover to be added Proposed Total Impervious Cover Allowable Impervious Cover Existing Building Cover Building Cover to be removed Building Cover to be added Proposed Total Building Cover Allowable Building Cover 2,188 sqft (31%) 315 sqft (4.5%) 952 sqft (14%) 2,825 sqft (40%) 3,141 sqft (45%) 1,920 sqft (27.5%) 173 sqft (2.4%) 952 sqft (13.6%) 2,699 sqft (38.6%) 2,792 sqft (40%) 1 Site Plan 1/16" = 1'-0" Front covered WD deck to be converted 116 sqft New rear Addition (conditioned) New covered porch side New covered porch rear New uncovered porch + steps rear 689 sqft 118 sqft 110 sqft 69 sqft (35 sqft imp cv) New remodeled in ext footprint (cndtnd) 263 sqft 1410 Travis Heights levet.design/build Site Plan Project number Issue Date 2601 7/25/26 A01 Scale 1/16" = 1'-0" : M P 5 4 9 2 6 6 2 0 2 : / 9 1 / 8 ROOF LINE EXISTING ELECTRICAL SERVICE TO BE RELOCATED EXISTING WALL TO BE DEMOLISHED BACK DECK (TO BE DEMOLISHED) KITCHEN DINING LIVING 1 SCREENED PORCH PNRTY EXISTING DOOR TO BE REMOVED HALL 1 OFFICE BEDROOM 2 BEDROOM 1 FRONT DECK BATH 1 EXISTING WDW S TO BE REPLACED 1 First Floor Demo Plan 1/8" = 1'-0" 1410 Travis Heights levet.design/build Demo Plan 2601 Project number 7/25/26 Issue Date A02 Scale 1/8" = 1'-0" : M P 3 2 3 1 9 6 2 0 2 : / 5 2 / 7 25' - 3 1/4" 8' - 1" 17' - 2 1/4" A06 1 EXIST. 30"X30" FIXED WDW EXIST. 30"X30" FIXED WDW S/CO new sink in exist location (3) EXIST. 30"X66" DBL HNG WDW SILL: 24" EGRESS: 28"X31" SCREENED BACK DECK " 4 / 1 1 1 - ' 2 1 " 6 - ' 4 K C E D F O R E T E M R E P I I G N O L A L A R D R A U G " 6 - ' 3 1 " 2 / 1 2 - ' 4 " 6 - ' 3 " 2 1 / 7 - ' 9 3 A06 2 3' - 6" HANDRAIL PER NOTES & DETAILS " 8 - ' 8 " 4 3 / 1 - ' 3 1 (3) EXIST. 30"X66" DBL HNG WDW SILL: 24" EGRESS: 28"X31" CUSTOM FIXED WDW WALL SILL: 24" BUILT-IN BENCH cathedral ceiling, following gable structure LIVING 2 D L O F A T S V I ' 2 1 R D G N D L O F I 7' - 2" island KITCHEN " 0 - ' 3 11' - 8" PNTRY CLST BATH 2 D W S/CO LAUNDRY 2 L L A H s e l f f a b l a r u t c u r t s h t i w t h g i l y k s r a e n i l t l e s o c n i - t l i u b gas range double vanity w/ built in linen BATH 3 5' - 0" 3' - 4 1/2" t h g i l y k s e v o b a 2' - 11 1/2" 48"X60" FIXED WDW SILL: 36" " 4 / 3 5 - ' 5 " 2 / 1 4 - ' 5 DINING LIVING 1 EXISTING TO REMAIN S/CO HALL 1 S/CO BEDROOM 2 BEDROOM 1 (2) EXIST. 30"X66" DBL HNG WDW SILL: 24" EGRESS: 28"X31" BATH 1 EXIST. 30"X30" FIXED WDW (2) EXIST. 30"X66" DBL HNG WDW SILL: 24" EGRESS: 28"X31" S/CO N E E R C S / W R D " 6 9 X " 6 3 LINE OF ROOF ABOVE " 6 6 X " 0 3 . I T S X E ) 2 ( " 6 6 X " 0 3 . I T S X E ) 2 ( W D W G N H L B D W D W G N H L B D " 4 2 : L L S I " 1 3 X " 8 2 : S S E R G E R D " 4 8 X " 6 3 . I T S X E " 1 3 X " 8 2 : S S E R G E " 4 2 : L L S I L L A W W D W D E X F M O T S U C I ENTRY 36"X96" DR " 4 2 : L L S I " 2 1 / 4 - ' 8 2 S R E S R 3 I 2 A05 FRONT DECK 1 First Floor Plan 1/8" = 1'-0" BEDROOM 3 , W D W D E X F I SCREENED SIDE DECK " 6 - ' 2 1 " 6 : L L S I ; S S A L G " 6 9 X " 2 7 . P M T 36"X96" FIXED WDW, TMP. GLASS SILL: 6" 17' - 8" 1 A05 NOTE: ALL SMOKE & CO2 DETECTORS TO BE HARD WIRED W/ BATTERY BACKUP 1410 Travis Heights levet.design/build Floor Plan Project number Issue Date 2601 7/25/26 A03 Scale 1/8" = 1'-0" : M P 4 2 3 1 9 6 2 0 2 : / 5 2 / 7 6:12 6:12 1/2:12 " 1 1 - ' 6 1 2 1 6 : EXISTING TO REMAIN 2 1 : 6 2 1 6 : 2 1 : 6 " 4 3 / 5 - ' 8 1 " 4 - ' 2 3 1 Roof Plan 1/8" = 1'-0" 1410 Travis Heights levet.design/build Roof Plan Project number Issue Date 2601 7/25/26 A04 Scale 1/8" = 1'-0" : M P 4 2 3 1 9 6 2 0 2 : / 5 2 / 7 " 4 / 1 3 - ' 4 HANDRAIL PER NOTES & DETAILS NOTE: FOR ALL HANDRAILS THROUGHOUT PROJECT- 1. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. 2. HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38" 3. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY 4. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5" BETW EEN WALL AND HANDRAILS 5. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. 6. HANDRAIL ENDS SHALL BE RETURNED TOWARD A WALL, GUARD WALKING SURFACE CONTINUOUS TO ITSELF, OR TERMINATE TO A POST. 7. HANDRAILS SHALL BE CIRCULAR IN CROSS SECTION AND HAVE A DIAMETER BETW EEN 1.25" AND 2" " 0 1 - ' 6 1 " 4 3 / 4 - ' 3 1 1 South Elevation 1/8" = 1'-0" FINAL GRADE TO FFE AT SIDE PORCH TO BE LESS THAN 2' 2 East Elevation 1/8" = 1'-0" 1410 Travis Heights levet.design/build Elevations Project number Issue Date 2601 7/25/26 A05 Scale 1/8" = 1'-0" : M P 4 2 3 1 9 6 2 0 2 : / 5 2 / 7 " 0 1 - ' 6 1 " 0 1 - ' 8 1 HANDRAIL PER NOTES & DETAILS 1 North Elevation 1/8" = 1'-0" HANDRAIL PER NOTES & DETAILS 2 West Elevation 1/8" = 1'-0" 1410 Travis Heights levet.design/build Elevations Project number Issue Date 2601 7/25/26 A06 Scale 1/8" = 1'-0" : M P 4 2 3 1 9 6 2 0 2 : / 5 2 / 7 "International Residential Code(IRC)", 2024 EditionIRCAustin, TXRefer to Chapter 44 of 2024 IRC300025205IRC Chapter 4 "Concrete")Floor40 PSFASCE 7-16 Table 1.5-1 =IRC Section R502 "Wood Floor Framing"3/4"48/245/8"40/20Prefabricated Wood Roof TrussesIRCIRCS-001STRUCTURALGENERAL NOTESISSUE FOR PERMIT08/10/20261410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.2022Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005) S-100FOUNDATIONPLAN©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.20221410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005)FOUNDATION PLAN NOTES:1. ALL LUMBER IN FLOOR STRUCTURE TOBE PRESSURE TREATED.2. ALL DIMENSIONS, ELEVATIONS, ANDEXISTING STRUCTURE TO BE VERIFIED INFIELD BY GENERAL CONTRACTOR.3. FOUNDATION PIER DESIGN BASED ONCODE MINIMUM OF 1,500 PSF FORCLAYEY SOIL. NO GEOTECHNICALREPORT AVAILABLE AT TIME OF DESIGN.4. ALL FOOTINGS TO BEAR AT LEAST 2'-0"BELOW FINISHED GRADE5. FLOOR DECKING TO BE MIN 3/4" PLWDSHTHG OR APPROVED ALTERNATIVEFOUNDATION PLANDWA051A061A06228' - 4 1/2"gas rangeEXISTING TO REMAINislandLIVING 2KITCHENDININGLIVING 1BEDROOM 1BEDROOM 2BATH 1HALL 1PNTRYCLSTBATH 3BATH 2BEDROOM 3LAUNDRYHALL 2FRONT DECKENTRYSCREENEDBACKDECKBACKDECKSCREENEDSIDEDECKLINE OF ROOF ABOVES/COBUILT-IN BENCHFloor Plan1410 Travis Heights1/8" = 1'-0"1First Floor Plan 2x8 FLOOR JOISTS @16" OC (MAX. SPAN =9'-0"), TYP(3) 2X12 BEAM (MAX. SPAN =9'-6"), TYP @ INTERIOR3" STD PIPE COL(2) 2X12 BEAM (MAX.SPAN = 9'-6"), TYP @PERIMETER(2) 2X8 BEAM3" STD PIPE COL3" STD PIPE COL9'-4 1/4"8'-1 3/4"8'-11"4'-3 1/4"3'-6"6'-9"5'-9"6'-6"1'-6"3'-5 1/2"2'-1 1/4"2'-4 3/4"4'-1/2"5'-10 3/4"12" DIA. SONOTUBE CONCPIER REINF. W/ (4) #6 VERT& #3 TIES @ 10" OC, TYP.OR12" SQ CONC PIER REINF. W/(4) #6 VERT & #3 TIES @ 10"OC, TYP. PER GCPREFERENCE.2'-0"X2'-0"X1'-2" CONCFTG REINF W/ (3) #5 EAWAY TOP & BOT, TYP3'-3"4'-11"2'-3/4"(2) 2X8 BEAM(2) 2X12 BEAM (MAX. SPAN =9'-6"), TYP @ PERIMETERGC TO COORDINATEPLACEMENT OF NEW PIERS ATEXISTING BUILDINGPERIMETER - PROVIDE ATLEAST 2'-0" CLEAR FROM EXISTFOUNDATIONS.AT STEEL COL LOCATIONS: 12"SQ CONC PIER REINF. W/ (4) #6VERT & #3 TIES @ 10" OC, TYP.3/8x10x0'-10" EMBED BASE PLW/ (4) 1/2" DIA. X 6" LONGWELDED HEADED STUDS2S-200S-2002S-20021'-11 1/2"0'-7 3/4"STEP AT DECK,DETAIL TBDOFFSET PIER ASNEEDED AT DECKPERIMETER(2) 2x12 STAIRSTRINGER, TYP.PROVIDE 18"SQ x14"THK FTG AT BASE OFEA STRINGER. REINFW/ (3) #5 EA WAY BOT2x10 FLOOR JOISTS@ 16" OCISSUE FOR PERMIT08/10/2026 S-101ROOF FRAMINGPLAN©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.20221410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005)ROOF FRAMING PLAN NOTES:1. ALL WOOD CONNECTIONS TO BE FURNISHED WITHSIMPSON CONNECTORS PER GENERAL NOTES.2. ALL DIMENSIONS, ELEVATIONS, AND EXISTINGSTRUCTURE TO BE VERIFIED IN FIELD BY GENERALCONTRACTOR.3. ALL HEADERS TO BE MINIMUM (2) 2X8 UNLESS NOTEDOTHERWISE ON PLAN.4. ALL RIDGE, HIP, AND VALLEY BEAMS TO BE 2X10, TYP. BRACE DOWN TO CLG JOIST W/ 2X4 @ 8'-0" OC MAXROOF FRAMING PLANDWA051A061A06228' - 4 1/2"gas rangeEXISTING TO REMAINislandLIVING 2KITCHENDININGLIVING 1BEDROOM 1BEDROOM 2BATH 1HALL 1PNTRYCLSTBATH 3BATH 2BEDROOM 3LAUNDRYHALL 2FRONT DECKENTRYSCREENEDBACKDECKBACKDECKSCREENEDSIDEDECKLINE OF ROOF ABOVES/COBUILT-IN BENCH1/8" = 1'-0"1First Floor Plan (2) 1 3/4"x9 1/4" LVLBEAM(2) 2x12 BEAM(2) 1 3/4"x9 1/4" LVLRIDGE BEAM(2) 1 3/4"x9 1/4" LVLHDR(2) 1 3/4"x9 1/4"LVL HDR(2) 1 3/4"x7 1/4" LVLBEAM(2) 1 3/4"x7 1/4" LVLBEAM(2) 2x8 BEAM(2) 2x8 BEAM(2) 2x8 BEAM2x10 RAFTERS @24" OC2x8 RAFTERS@ 24" OC2x8 RAFTERS @ 24"OC3" STD PIPE COL3" STD PIPE COL3" STD PIPE COL2x10 RAFTERS @24" OC2X8 RAFTEROVER-FRAMING ATNEW/EXIST ROOF, TYPPROVIDE MIN (3) STUDPACK @ EA END OF BEAM,TYPVAULTED CLG @HATCHED AREA(2) 2x8 BEAM(2) 2x8 BEAMRIDGE LINEDBL 2x10 BEAM2x8 OUTRIGGERS @24" OC2x8 OUTRIGGERS @24" OCDBL 2X10 BEAM1S-200S-20213S-2022x10 RAFTERS @24" OC(2) 1 3/4"x9 1/4" LVLRIDGE BEAMISSUE FOR PERMIT08/10/2026 S-102BRACING PLAN©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.20221410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005)BRACING PLAN NOTES:1. 'BWL' = BRACE WALL LINE2. 'WSP' = WOOD STRUCTURAL PANEL. FOLLOWSHEATHING AND NAILING PATTERS PER GENERALNOTES AND TYPICAL DETAILS.BRACING PLANDWA051A061A06228' - 4 1/2"gas rangeEXISTING TO REMAINislandLIVING 2KITCHENDININGLIVING 1BEDROOM 1BEDROOM 2BATH 1HALL 1PNTRYCLSTBATH 3BATH 2BEDROOM 3LAUNDRYHALL 2FRONT DECKENTRYSCREENEDBACKDECKBACKDECKSCREENEDSIDEDECKLINE OF ROOF ABOVES/COBUILT-IN BENCH1/8" = 1'-0"1First Floor Plan -BWLBWLBWLBWLBWLBWLBWLWSPWSPWSPISSUE FOR PERMIT08/10/2026 *NOTE TO ENGINEER*FLOORDECKING PERNOTESFLR JOIST PERPLAN2X4 BASEPL2X4 STUDS @16" OC, TYPPLWDSHEATHING PERNOTESBEAM PERPLANSIMPSON LUS210HANGER, TYP @ ALLJOISTSSIMPSONSTHD10EMBEDDED @ EAPIER, TYPSIMPSON MASANCHOR, TYP @EA BM TO PIERCONNPIER AND REINFPER PLANREINF CONCFTG PERPLAN3" CLR COVER, TYPT/SHTHGPER ARCHEXISTGRADEPROVIDE STDHOOK ATVERT BARS,TYPWALL ENDFLR OR ROOF FRMGPER PLANS & DETAILSSTUDS PER PLAN (2) MINBLKG AT HORIZ PANEL EDGESTUD WALL & SHTHG PER PLANEDGE NAILING PER PLAN, TYPPT SILL PLATE W/ AB'S PER PLANPLATE NAILING PER PLANJOISTS, RIM JOIST ORBLKG PER DETAILSDBL TOP PLATESTUDS PER PLAN [(2) MIN]FIELD NAILING PER PLANCONC SLAB BEYOND PER PLANCONC & FTGPER PLANT/SHTHGPER PLANT/SLABPER PLANSCALE: 1" = 1'-0"1TYPICAL SHEAR WALL ELEVATION(06090)ROOF FRMG PER PLANBLKG PER DETAILSFLOOR FRAMINGPER PLANSIMPSON STHD10,TYP @ EA PIERSIMPSON LSTA24 @ ENDOF EA. WALL PANEL, TYPCONC PIER ANDFTG PER PLAN01430WALLTYPESHEAR WALL SCHEDULEFOR 0.131"Ø NAILS SO.PINE (2015 IBC) [12]ZIP SHEATHING[1]BLOCKING & STUDSIZE AT ADJOINING PANEL EDGES [2, 4, 6]NAIL SIZE & SPACINGAT ALL PANEL EDGES[4, 5]RIM JOIST OR BLOCKING CONN TO TOP PLATE BELOW [5, 6]2x PLATE ATTACHMENTNAILING TO WOOD RIM JOIST OR BLOCKING BELOWANCHOR BOLT TO CONCRETE BELOW [7]SILL PLATE AT FOUNDATION [7]SILL PLATE ATTACHMENTSHEAR CAPACITY LBS/FTALL TYPES0.131"Ø @ 3"OC, 1 1/2" MIN PENETRATION INTO STUD2xCLIP @ 16"OC0.148"Øx3 1/4" @ 8"OC5/8"Ø @ 48"OC2x300NOTES:[1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY.[2] BLOCKING IS REQUIRED AT ALL PANEL EDGES.[3] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS).[4] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"Øx NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"Ø NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. NAILS SHALL PENETRATE A MIN OF 1 1/2" INTO THE 2x[5] BASED ON 0.131"Øx1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. [6] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT.[7] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 3/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. [8] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES.[9] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION.[10] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED.[11] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"Øx4" END NAILS OR(4) 0.131"Øx2 1/2" TOENAILS.[12] WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING.[13] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES.W6W6WX6STHD10 @ EA END[8] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES.[9] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION.[10] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED.[11] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"Øx4" END NAILS OR(4) 0.131"Øx2 1/2" TOENAILS.[12] WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING.[13] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES.WX[7][8][9][10][11][12]SCALE: 1" = 1'-0"1TYPICAL SHEAR WALL ELEVATION(06090)TYPICAL ROOF FRAMING DETAILSCALE: 1" = 1'-0"1TYPICAL SHEAR WALL ELEVATION(06090)TYPICAL PIER DETAIL23S-200FOUNDATION &FRAMING DETAILS©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.20221410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005)ISSUE FOR PERMIT08/10/2026 ©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.20221410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005)N4'-0" MIN SPLICE LAPDBL TOP PLATE(2) ROWS 0.148"Øx3 1/4"NAILS ((16) TOTAL)STAGG (WITHIN AREAOF SPLICE) @ 6"OCPLATE SPLICE TOOCCUR OVERSTUDS, TYPSTUD WALL PER PLANNOTE:FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY.SCALE: 1" = 1'-0"2TYPICAL PLATE SPLICE DETAIL(06904)(2) 2x4 TOP PLATE, UNO2x CRIPPLE STUDS TOMATCH TYP STUDS PERPLAN WHERE HDR IS NOTTIGHT TO PLATE(2) ROWS OF 0.148"Øx3 1/4"NAILS @ 12"OC, ALT NAILINGFROM EACH SIDE1/2" SHTHG SPACER(2) 2x HDR OR BEAMSIZE PER PLANAT 2x4 WALLS(2) 2x6 TOP PLATE, UNO2x CRIPPLE STUDS TOMATCH TYP STUDS PERPLAN WHERE HDR IS NOTTIGHT TO PLATE(2) ROWS OF 0.148"Øx3 1/4"NAILS @ 12"OC, ALT NAILINGFROM EACH SIDE1/2" SHTHG SPACER(2) 2x HDR OR BEAMSIZE PER PLANAT 2x6 WALLSAT (2) 2x HEADER OR BEAMAT (3) 2x HEADER OR BEAM(2) 2x6 TOP PLATE, UNO2x CRIPPLE STUDS TOMATCH TYP STUDS PERPLAN WHERE HDR IS NOTTIGHT TO PLATE(3) ROWS OF 0.148"Øx3 1/4"NAILS @ 12"OC, ALT NAILINGFROM EACH SIDE1/2" SHTHG SPACER, TYP(3) 2x HDR OR BEAMSIZE PER PLANT/PLATEPER PLAN/ARCHT/PLATEPER PLAN/ARCHT/PLATEPER PLAN/ARCHT/PLATEPER PLAN/ARCHT/PLATEPER PLAN/ARCHT/PLATEPER PLAN/ARCHSCALE: 1" = 1'-0"17TYPICAL BUILT-UP 2x HEADER OR BEAM(06212)STUD WALL PER PLANWHERE OCCURSBOT PLATEWHERE OCCURSFULL DEPTH VERTBLKG TO MATCH STUDSABOVE CONT THRU TOFDN WHERE OCCURSBLKG PER PLANDBL TOP PLATE, SPLICEPER [06904]FRMG PER PLANSTUD WALL PER PLAN(3) 0.131"Øx3 1/4" NAILSTYP EA ENDBUNDLED TRIMMER STUDSINDICATED AS THUS:ON PLAN [(1) MIN, TYP]KING STUDS PER PLAN[(1) MIN]2ADDL STUD(S)TO MATCHSTUDS ABOVESTUD WALLPER PLANBOT PLATEHDR PER PLANSILL AT WINDOWSTRIMMER & KINGSTUDS CONTTO BOT PLATE*NOTE TO ENGINEER*ADD TOP PLATE SPLICE (06904) TO DETAILS.T/SHTHGPER PLANSCALE: 1" = 1'-0"13TYPICAL HEADER(06210)SHTHG PER PLANEDGE NAILING AT ALLSUPPORTED PANELEDGES & DIAPHRAGMPERIMETERFIELD NAILING AT INTERMEDIATESUPPORTS2x BLKG AT PANELEDGES WHERE/IFINDICATED ON PLAN1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8".2. MINIMUM SHEATHING SHEET SIZE SHALL BE 24"x48".3. NAILS SHALL NOT BE OVERDRIVEN.4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL.5. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES.NOTES:FLR OR ROOF FRAMINGMEMBERSSCALE: 1" = 1'-0"18PLAN -TYPICAL FLOOR ANDROOF SHEATHING ATTACHMENT(06230)(2) 2x4 LAMINATIONS W/(1) ROW OF 0.148"Øx3 1/2" NAILS,STAGGERED6"6"6"2 1/2"1"1"8"8"8"3 1/2"1 1/2"1 1/2"8"8"8"3 1/2"1 1/2"1 1/2"(3) 2x4 LAMINATIONS W/(1) ROW OF 0.148"Øx3 1/2" NAILS,EA LAYER, STAGGERED BTWNLAYERS EA SIDE(3) 2x6 LAMINATIONS W/(2) ROWS OF 0.148"Øx3 1/2" NAILS,EA LAYER, STAGGERED BTWNLAYERS EA SIDEEACH ADDITIONAL LAMINATION OVER (3) LAMINATIONS SHALL BE NAILED TO THE ASSEMBLY W/ 0.148"Øx3 1/4" NAILS, STAGGERED EACH SIDE OF BUNDLED STUDS.NOTE:SSCALE: 1" = 1'-0"14TYPICAL NAILING FOR BUNDLED STUDS(06914)NOTE:TYPICAL HOLES AND NOTCHES IN WOOD STUDS PER [06908]. dDBL TOP PLSTUD WALLPER PLAN8" MINNO JOIST BRG BTWN STUDSCL STUDCL STUDCTS218 STRAP,TYPd/3MAXSCALE: 1" = 1'-0"3TYPICAL NOTCHES AT TOP PLATES(06908A)123456S-201TYPICAL FRAMINGDETAILSISSUE FOR PERMIT08/10/2026 ©Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.www.dci-engineers.comCIVIL / STRUCTURAL®515 South Congress Avenue, Suite 600Austin, Texas 78704(Reg. No. F-9005)P: (512) 472-979701.20221410 Travis HeightsAustin, TX 78704Copyright 01/2026 D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.DCI ENGINEERS2010 South Lamar Boulevard, Suite 100Austin, Texas 78704P: (512) 472-9797 www.dci-engineers.com______________________________(Reg. No. F-9005)1S-202ROOF FRAMINGDETAILSTYPICAL RIDGE FRAMING DETAIL2TYPICAL ROOF FRAMING DETAILAT CLG JOIST (IF NEEDED)RAFTER PER PLAN2X6 MAX RAFTER TAIL, TYP @ EARAFTER. EXTEND TOWARD RIDGEMIN 2X EAVE OVERHANG. FASTENTO RAFTER W/ 8D NAILS @ 4" OCTOP AND BOT2X6 BLOCKING, TYPSTUD WALL & SHTHGPER PLANOVERHANG PERARCHFASCIA PER ARCHSIMPSON H2 TIE, TYPEA CLG JOISTROOF SHTHG PERNOTESPER ARCHTYPICAL ROOF FRAMING DETAILAT VAULTED CLG3RIDGE BEAM PERPLANSIMPSON LSTA24 STRAP EVERYOTHER RAFTER TO RIDGECONNECTIONRAFTERS AND ROOFSHTHG PER PLANPER ARCHSIMPSON LUS 210HANGER, TYPISSUE FOR PERMIT08/10/2026RAFTER PER PLAN2X6 MAX RAFTER TAIL, TYP @ EARAFTER. EXTEND TOWARD RIDGEMIN 2X EAVE OVERHANG. FASTENTO RAFTER W/ 8D NAILS @ 4" OCTOP AND BOT2X6 BLOCKING, TYPCLG JOIST PERPLANSTUD WALL & SHTHGPER PLANOVERHANG PERARCHFASCIA PER ARCHSIMPSON H2 TIE, TYPEA CLG JOISTSHTHG TYP @ CLGJOIST, MATCHROOF SHTHGROOF SHTHG PERNOTESPER ARCH ' . 9 7 7 5 . v e E l e r i w e p a c s d n a l s r e b m i t f p i 2 5 5 ' . 6 3 k c e d d o o w d o o w t e e r c n o c t r e o o f 20" LIVE OAK TREE PROTECTION PER NOTE 18.5" TOTAL HACKBERRY (10" + 13.5") 14.5" TOTAL HACKBERRY (9" + 10") CRZ al) pic 2 / 1 y t ( 4.6' ' 5 . 6 1 t e m a r F y r o S - e n O 18.4' CRZ 4 / 1 B t e e r c n o c ' g n d i l i u B t f q s 4 0 3 r o o l f h s n i i f . 8 6 3 5 5 . v e E l wood deck t r e o o f " 4 / 3 3 - ' 5 e p a c s d n a l s r e b m i t 15' - 9 3/4" ' . 7 0 ' . 5 0 A PROPOSED ADDITION d e v o m e r e b o k c e d t d o o w HEAVY EQUIPMENT ALLOWED HERE concrete walk to be removed 5 5 5 " 4 / 1 1 - ' 5 k c e d d o o w d e r e v o c t r e e m l t d e a c o e r e b o t c i r t c e e l ' . 5 8 2 cinder block wall 4 4 0 4 ' . 5 1 a/c 17.5' 10.2' ' 2 ' 2 t y r o S - e n O e m a r F 0 1 4 1 . o N 44.4' 0 4 0 4 k c o r s p e t s p e t s ACCESS PATH elec to relocate r e d r o b k c o r d e v o m e r e b o t PROPOSED STORAGE AREA proposed new elec " 4 / 3 6 - ' 3 2 d o o w k c e d d e v o m e r e b o t l o o p to be removed concrete walk PROPOSED ADDITION proposed new elec meter location " 4 / 1 3 - ' 5 PORTACAN LOCATION t n e m e v a p f o e g d e ' . 2 2 8 5 . v e E l e r i w ' 4 6 . l i a n g a M f o p o T k r a m h c n e B . y e l l a n i 0 5 5 = n o i t a v e E l brick wall ' . 8 0 l l a w k c o r ' . 0 1 GAS METER 560 k c e d d o o w ' . 6 4 1 d e n e e r c s 8.0' ' . 0 4 1 d o o w k c e d 24.5" LIVE OAK 22.5" LIVE OAK 25.5" LIVE OAK water 31.2' ww 558 16.7' r o o l f h s n i i f ' . 9 4 1 6 5 . v e E l 9 3 0 4 3.0' 1 4 0 4 TREE PROTECTION PER NOTE 4038 557 concrete walk 4037 w t r e a w t r e e m d n u o r g r e d n u 6 5 5 b r u c l k a w e t e r c n o c ' 4 9 . 9 4 21" TOTAL CRAPE MYRTLE (5X 7") 33" TOTAL CRAPE MYRTLE (6X 4" & 5X 7") o t s e i t i l i t u d n u o r g r e d n u i n a m e r n o d e b i r c s n i l e g n a i r T K R A M H C N E B . b r u c f o p o t ' 7 8 . 5 5 5 = n o i t a v e E l NOTE: Fencing should be indicated to protect the entire Critical Root Zone (CRZ) area or as much of the CRZ as is practical. Fencing is required to be chain-link mesh at a minimum height of five feet. Any portion of the CRZ which is not protected by fencing and has not been approved for impacts must be covered by an 8inch layer of hardwood mulch which must be maintained throughout the project. Foot traffic is considered a root zone disturbance, as well. W e require 2x4 or greater size planks (6’ tall minimum) to be strapped securely around protected trees trunks and root flares when protective fencing does not incorporate the entire ½ CRZ for any reason at any time in the project. Tree protection fencing must be on grade (flat post bases weighted down with sandbags) and must encompass the ¼ CRZ at minimum. NOTE: If heavy equipment will be rolling over any area of the full CRZ of protected trees, provide 3/4" plywood over 2x4 lumber over 12″ layer of mulch to bridge over the roots and prevent soil/root compaction. After construction is completed, spread mulch around site to leave a max layer of 3″ within root zones. Lot area: 6,980 sqft Existing Main Bldg footprint Existing Rear Bldg footprint Existing Uncovered WD deck Existing Concrete walks & AC pad Existing Rock Steps 1,279 sqft 304 sqft 96 sqft (48sqft imp cv) 109 sqft 17 sqft Covered WD deck to be removed Uncovered WD deck & steps to be removed 142 sqft (71sqft imp cv) Concrete walks to be removed 142 sqft 102 sqft Existing Impervious Cover Impervious Cover to be removed Impervious Cover to be added Proposed Total Impervious Cover Allowable Impervious Cover Existing Building Cover Building Cover to be removed Building Cover to be added Proposed Total Building Cover Allowable Building Cover 2,188 sqft (31%) 315 sqft (4.5%) 952 sqft (14%) 2,825 sqft (40%) 3,141 sqft (45%) 1,920 sqft (27.5%) 173 sqft (2.4%) 952 sqft (13.6%) 2,699 sqft (38.6%) 2,792 sqft (40%) 1 Site Plan 1/16" = 1'-0" Front covered WD deck to be converted 116 sqft New rear Addition (conditioned) New covered porch side New covered porch rear New uncovered porch + steps rear 689 sqft 118 sqft 110 sqft 69 sqft (35 sqft imp cv) New remodeled in ext footprint (cndtnd) 263 sqft 1410 Travis Heights levet.design/build Site Plan Project number Issue Date 2601 7/25/26 A01 Scale 1/16" = 1'-0" : M P 5 4 9 2 6 6 2 0 2 : / 9 1 / 8