06.1 - 2000 Cedar Ave - Photos & Drawings — original pdf

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PROP. INTERIOR REMODEL FOR FOR SIMMS PAULETTE LIFE ESTATE & GREGORY KEATH HARRIS ETAL 2000 CEDAR AVE, AUSTIN, TX. 78722 INDEX OF DRAWINGS C1 - COVER / SITE PLAN A1 - EXIST/DEMO FLOOR PLAN A2 - PROP. FLOOR PLAN A3 - ELECTRICAL PLAN N1 - NOTES GENERAL PLAN NOTES 1. These plans conform to the 2024 IRC except as noted otherwise or as amended by specific jurisdiction. 2. Foundation Plans to be site specific & are engineered for each lot. Conflicts on plans shall be directed to the foundation engineer. 3. The requirements of the IECC Code are already incorporated on these plans; specific city requirements shall be noted where 4. Called-out dimensions govern over scaled dimensions 5. Details take precedence over drawing notes 6. Contractor shall verify all dimensions & coordinate with other trades to ensure conformance to these plans & specifications. Deviations & alternatives should be input upon on site conditions. C1 1 A1 3 NEW FLUSH BEAM SEE STRUCTURAL PLANS Double Top Plate 2x4 dimensional lumber, spaced 16" on center Lap Double Top Plate Min. 4" Top Cripples i g n n e p O h g u o R r o o D Header Trimmer King Stud Studs Subfloor Door Rough Opening Header Trimmer King Stud Sill h g u o R w o d n W i i g n n e p O Window Rough Opening Bottom Cripples Bottom Plate WALL FRAMING DETAIL A2 3 A3 3 1 2 3 4 5 NOTE: SHORE ALL ROOF FRAMING ON ONE SIDE OF WALL PRIOR TO DEMOLITION VERSA-LAM BEAM WIDTH (2) - 1 3/4" (3) - 1 3/4" (4) - 1 3/4" SDW MODEL & LENGTH SDW22338 3 3/8" SDW22500 5" SDW22500 6 3/4" ROWS SPACING (3) (3) (3) 16" OC 12" OC 12" OC 1. SCREWS MAY BE INSTALLED FROM ONE SIDE. 6" MIN B/T ROWS 5/8" MIN OFFSET MIN V-LAM END BEARING AREA (INCHES) SPAN BEAM DEPTH 7 1/4" 9 1/4" 9 1/2" 11 1/4" 11 7/8" 14" 16" 18" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0" 24' - 0" 26' - 0" 28' - 0" 30' - 0" 4" 3 3/44" 3" 2 1/2" 2" 1 3/4" 5 1/2" 5" 4 1/2" 3 3/4" 3 1/4" 3" 2 1/2" 2 1/4" 5 1/2" 5 1/4" 4 3/4" 4" 3 1/2" 3" 2 3/4" 2 1/2" 7" 6 1/4" 6" 5 1/2" 4 3/4" 4 1/4" 3 3/4" 3 1/4" 3" 2 3/4" 7 1/2" 6 3/4" 6 1/2" 6" 5 1/4" 4 1/2" 4" 3 3/4" 3 1/4" 3" 2 3/4" 9 1/4" 8 1/4" 8" 7 1/2" 6 1/2" 5 3/4" 5" 4 1/2" 4" 3 3/4" 3 1/2" 3 1/4" 3" 10" 9 1/4" 9" 8 1/4" 7 1/4" 6 1/2" 5 3/4" 5 1/4" 4 3/4" 4 1/2" 4" 3 3/4" 10 1/4" 10" 9" 8" 7 1/4" 6 1/2" 6" 5 1/2" 5" 4 3/4" D4 MIN V-LAM END BEARING 1 1/2" = 1'-0" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 THIS DOCUMENT IS RELEASED ON 09/12/2026 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF R. DEREK HAMMOND, P.E. TEXAS LICENSE 114302. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. RD HAMMOND CONSULTING & ENGINEERING, LLC. F-17051 / T B N M I " 4 D E R E G G A T S N O N - S W O R EXST ROOF PURLIN EXST ROOF BRACE D DROP DOWN BEAM: OPTION B NOTE: SHORE ALL ROOF FRAMING ON BOTH SIDES OF WALL PRIOR TO DEMOLITION FLUSH MOUNT: OPTION A C D1 ROOF PURLIN DETAIL 3/4" = 1'-0" SIMPSON FACE HGA10 HANGAR NEW V-LAM OR EXST ROOF PURLIN EXST ROOF BRACE 45 MIN 90 X A M SIMPSON FACE HGA10 HANGAR SIMPSON FACE MOUNT HANGAR, TYP NEW V-LAM I N M " 2 / 1 1 - ' 0 / T B N M I " 8 / 5 S W O R D E R E G G A T S SPACING PER TABLE 0' - 6" MIN D3 YPICAL V-LAM ATTACHMENT TABLE 1 1/2" = 1'-0" SIMPSON STRONG TIE FACE MOUNT HANGAR PURLIN SIZE CONN TYPE NAILS TO PURLIN NAILS TO GIRDER 2x4 2x6 2x8 2x10 2x12 LU24 LU26 LU28 LU210 LU210 (2) 10dx1 1/2" (4) 10dx1 1/2" (6) 10dx1 1/2" (6) 10dx1 1/2" (6) 10dx1 1/2" (4) 16d (6) 16d (8) 16d (10) 16d (10) 16d WOOD GIRDER WOOD PURLIN CONNECTOR <PERPENDICULAR/NON-SLOPING CONNECTION> SIMPSON STRONG TIE FACE MOUNT HANGAR PURLIN SIZE 2x6 2x8 2x10 2x12 CONN TYPE NAILS TO PURLIN NAILS TO GIRDER LSSR26Z LSSR28Z LSSR210Z LSSR210Z (5) 10dx1 1/2" (5) 10dx1 1/2" (7) 10dx1 1/2" (7) 10dx1 1/2" (6) 10d (10) 10d (10) 10d (10) 10d WOOD GIRDER WOOD PURLIN CONNECTOR <SLOPED/SKEWED/SLOPED AND SKEWED CONNECTION> NOTE: 1. REFER TO PLAN FOR SPANS GREATER THAN 14'-0" @ 2x4 WALL AND GREAT THAT 15'-0" AT 2x6 WALL. 2. DO NOT SPLICE 2x WITHIN HEADER. 3. PLYWOOD IS NON STRUCTURAL, INTENDED TO BE A SPACER AND CAN BE SPLICED WITHIN THE BEAM 2x4 WALL (2) STORY 2x6 WALL (2) STORY STORY 1 2 WIDTH 0' - 0" - 5' - 0" 5' - 0" - 7' - 6" 7' - 6" - 8' - 11" 8' - 11" - 13' - 11" 0' - 0" - 6' - 0" 6' - 0" - 9' - 0" 9' - 0" - 11' - 6" 11' - 6" - 13' - 11" BEAM (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY (2) 1 3/4" x 11 1/4" V-LAM (2) PLY 2x6 WITH 1/2" PLY (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY STORY 1 2 BEAM (3) PLY 2x8 WITH (2) 1/2" PLY WIDTH 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" (3) PLY 2x10 WITH (2) 1/2" PLY 10' - 0" - 12' - 6" (3) PLY 2x12 WITH (2) 1/2" PLY 12' - 6" - 15' - 0" (3) 1 3/4" x 11 1/4" V-LAM 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" 10' - 0" - 12' - 6" 12' - 6" - 15' - 0" (3) PLY 2x6 WITH (2) 1/2" PLY (3) PLY 2x8 WITH (2) 1/2" PLY (3) PLY 2x10 WITH (2) 1/2" PLY (3) PLY 2x12 WITH (2) 1/2" PLY 2x4 WALL (1) STORY 2x6 WALL (1) STORY STORY 1 WIDTH 0' - 0" - 6' - 0" 6' - 0" - 9' - 0" 9' - 0" - 11' - 6" 11' - 6" - 13' - 11" BEAM (2) PLY 2x6 WITH 1/2" PLY (2) PLY 2x8 WITH 1/2" PLY (2) PLY 2x10 WITH 1/2" PLY (2) PLY 2x12 WITH 1/2" PLY STORY 1 WIDTH 0' - 0" - 8' - 0" 8' - 0" - 10' - 0" 10' - 0" - 12' - 6" 12' - 6" - 15' - 0" BEAM (3) PLY 2x6 WITH (2) 1/2" PLY (3) PLY 2x8 WITH (2) 1/2" PLY (3) PLY 2x10 WITH (2) 1/2" PLY (3) PLY 2x12 WITH (2) 1/2" PLY , E V A R A D E C 0 0 0 2 2 2 7 8 7 X T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R R O R E T N I I Rev Date Description TYPICAL WOOD BEAM TO TRUSS/BEAM CONNECTION 1 1/2" = 1'-0" B3 B4 HEADER SCHEDULE1 3/4" = 1'-0" NOTE: ATTACH ELEMENTS AS SHOWN, OR PER ATTACHMENT SCHEDULE. REFER TO FULL HEIGHT EXTERIOR STUD SCHED DOUBLE 2x4 TOP PLATE. ATTACH EA VERT STUD TO TOP PLATE WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PLATE. REFER TO HEADER SCHED. SPLICING IS PROHIBITED. STUDS PER EXTERIOR FULL HEIGHT SCHED OVER 13'-0" UP TO 13'-0" 2x WOOD STUD AT 16" OC (2) 2x BUILT UP STUD COLUMN AT EA CORNER, EA WAY. TYP REF ARCH T.O. DOOR REF PLAN FOR HEADER 2x BLOCKING AT 8'-0" MAX, TOE NAIL INTO STUDS WITH (3) 10dx3" NAILS, EA SIDE WALL STUD SCHED @ EXTERIOR WALLS MAX SPACING STUD SIZE 2x4 2x6 16" 24" 16" 24" 16" 16" 16" WALL HEIGHT 0' - 10' 0' - 12'-0" 12'-6" - 12'-11" 12" 12'-11" - 14'-3" 8" 14'-3" - 16'-8" *INTERIOR STUD WALL TO BE 2x4 AT 16", UNO BY ARCH FOR PLUMBING, ETC. - (2) 2x4 - - 16" 12" 8" P.T. 2x4xCONT BOT PLATE, ATTACH TO EA VERT WITH (3) 16d x 3 1/2" NAILS, TOE NAILED INTO PL. ATTACH TO CONCRETE WITH 1/2" DIA x9" EXPANSION ANCHOR AT 48" AND AT EA END OF 2x PL. ATTACH TOP PLATE TO ANCHORD WITH NUT AND WASHER. 00 09/12/2026 99% CONST DWGS Project Number : 0136.26 Sheet: S-003 FRAMING DETAILS UP TO 13'-0" REF PLAN Scale: As indicated M P 5 0 : 6 5 : 1 3 2 0 2 / 4 / 4 B A MINIMUM FULL HEIGHT HEADER SCHED HEADER SPAN 'W' (feet) < 3' 3' TO 4' 4' TO 8' 8' TO 12' 12' TO 16' STUD SPACING 24" 16" 1 1 1 2 2 3 3 5 4 6 *(1) FULL HEIGHT STUD AT EA SIDE FOR INTERIOR OPENINGS FULL HEIGHT STUD EACH SIDE OF OPENING W 100'-0" FIN FLR A1 VERT STUD SCHED AT EXTERIOR OPENINGS 3/4" = 1'-0" A3 TYPICAL WALL FRAMING 3/8" = 1'-0" REF PLAN REF ARCH FOR WINDOW SIZE AND LOCATION 09/14/2026 100% PERMIT DWGS09/14/2026 1 2 3 4 5 D C B A A1 FOUNDATION PLAN 1/4" = 1'-0" FOUNDATION PLAN NOTES: 1. FINISHED FLOOR 100'-0" = TOP OF SLAB ON GRADE, REFER TO ARCH FOR ELEVATION. 2. INDICATES HOLD-DOWN LOCATION. REFER TO A4/S-002 FOR HOLD-DOWN CONSTRUCTION. ADD PIER BELOW V-LAM BEAM ENDS PER B5/S-002 EXIST. 2X8 AT 16" EXISTING PIER & BEAM EXIST. 2X8 AT 16" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 THIS DOCUMENT IS RELEASED ON 09/12/2026 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF R. DEREK HAMMOND, P.E. TEXAS LICENSE 114302. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. RD HAMMOND CONSULTING & ENGINEERING, LLC. F-17051 , E V A R A D E C 0 0 0 2 2 2 7 8 7 X T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R R O R E T N I I Rev Date Description PLAN NORTH 00 09/12/2026 99% CONST DWGS Project Number : 0136.26 Sheet: S-101 FOUNDATION PLAN Scale: 1/4" = 1'-0" M P 3 1 : 6 5 : 1 3 2 0 2 / 4 4 / 09/14/2026 100% PERMIT DWGS09/14/2026 1 2 3 4 5 ATTIC FRAMING PLAN NOTES: 1. VERSA-LAM BEAMS (V-LAM) TO BE GRADE 2800 Fb 2.0 E, OR BETTER. 2. CEILING RAFTERS NOT LABELED TO BE 2x6 AT 16" MAX. 3. REFER TO B3/S-003 FOR FACE MOUNT CONNECTIONS. HEADER PER SCHED, TYP EXIST. 2X6 TRUST AT 16" HEADER PER SCHED, TYP 1 D 3 0 0 - S (2) 1 3/4" x 9 1/4" V-LAM EXIST. 2X6 TRUST AT 16" D C B A A1 ATTIC FRAMING PLAN 1/4" = 1'-0" ammond Consulting & Engineering, LLC Residential & Small Commercial Structural Solutions TEXAS FIRM 17051 THIS DOCUMENT IS RELEASED ON 09/12/2026 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF R. DEREK HAMMOND, P.E. TEXAS LICENSE 114302. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. RD HAMMOND CONSULTING & ENGINEERING, LLC. F-17051 , E V A R A D E C 0 0 0 2 2 2 7 8 7 X T , I N T S U A S N A L P L A R U T C U R T S L E D O M E R R O R E T N I I Rev Date Description 00 09/12/2026 99% CONST DWGS Project Number : 0136.26 Sheet: S-111 2ND FLOOR & ATTIC FRAMING PLANS Scale: As indicated M P 6 1 6 5 : : 1 3 2 0 2 / 4 / 4 PLAN NORTH 09/14/2026 100% PERMIT DWGS09/14/2026