D.3.1 - 1601 Cedar Ave - Plans — original pdf

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TREE TABLE T1 T2 T3 T4 T5 T6 18" MESQUITE 24" MULTI-TRUNK CHINESE TALLOW 24" PECAN 9" MAGNOLIA 9" OAK 18" HACKBERRY 15' ALLEY S 10° 25' 00" E 51.66' 1/2" IRF T6 4.5' 1/4 CRZ 8.2' ' 7 . 8 9 ' 1 / 2 C R Z Z R C ' 8 1 FOUND PUNCH HOLE ' . 7 5 1 2.25' 1/4 CRZ T5 4' 1/2 CRZ Z R C ' 9 FRAME SHED (NO FOUNDATION) 10' BUILDING LINE PER ZONING 5' BUILDING LINE PER ZONING LOT 8 ' 0 0 . 7 1 1 E " 0 0 ' 5 3 ° 9 7 N ' 5 . 4 2 23.2' O D A D DITIO N L O T 7, B L O C K 9 T O E A S T A U S TIN O W G L E N 12.0' E N I L G N D L I U B I ' 5 1 I G N N O Z R E P ' 7 . 6 5 ' 5 . 3 ' 2.9' 4 2 . 10.9' 12.1' ONE STORY FRAME RESIDENCE 1601 CEDAR AVENUE A / C 2.25' 1/4 CRZ 4' 1/2 CRZ ' 5 . 0 4 FINISHED FLOOR = 556.25' 6.4' EM 1.9' 0.5' T4 9' C R Z 14.4' ' 4 . 7 7.2' ' 8 . 6 12.6' T E E R T S H T 6 1 . E ) T A L P R E P T E E R T S H T 5 1 ( ) . . W O R . ' 0 5 ( ' 0 0 . 7 1 1 W " 0 0 ' 5 3 ° 9 7 S 25' BUILDING LINE PER ZONING W WATER METER T3 24' CRZ 6' 1/4 CRZ Z R 12' 1/2 C ' . 2 0 3 Z R 12' 1/2 C T2 24' CRZ 6' 1/4 CRZ GUY ANCHOR 1/2" IRF BEARS S 05° 23' 40" E 0.59' 1/2" IRF N 10° 25' 00" W 51.66' (REFERENCE BEARING) UTILITY POLE G GAS VALVE UTILITY POLE CEDAR AVENUE (50' R.O.W.) CM 1/2" IRF N.W. COR. LOT 10 N 10° 25' 00" W 103.32' 1/2" IRF 51.66' CM-TBM 1/2" IRF ELEV. = 552.55' 9' 1/2 C RZ 18' CRZ T1 WATER METER W LEGEND: BARBWIRE FENCE CHAINLINK FENCE WROUGHT IRON FENCE WOOD FENCE VINYL FENCE ELECTRIC LINE ASPHALT = CONCRETE = GRAVEL = TILE = WOOD = GM = GAS METER EM = ELECTRIC METER IPF = IRON PIPE FOUND IRS = IRON ROD SET WITH "PREMIER" CAP IRF = IRON ROD FOUND CM = CONTROLLING MONUMENT (WOOD) RAILROAD TIE = STONE = BRICK = NOTES: CRZ = CRITICAL ROOT ZONE. TBM = TEMPORARY BENCHMARK. CONTOUR INTERVAL EQUALS ONE FOOT. ELEVATIONS WERE DERIVED FROM GPS OBSERVATIONS. BEARINGS ARE BASED ON THE RECORDED PLAT. HOUSE EXTENDS BEYOND 15' BUILDING LINE AS SHOWN ABOVE. LEGAL DESCRIPTION: BEING LOT 7, BLOCK 9, OF GLENWOOD ADDITION TO EAST AUSTIN, AN ADDITION TO TRAVIS COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2, PAGE 154, PLAT RECORDS, TRAVIS COUNTY, TEXAS. SURVEYOR'S CERTIFICATION: THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE ARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE RECORDED PLAT REFERENCED HEREON. DATE: FIELD: 05/10/22 05/09/22 JOB NO.: REV.: 21-06616TS 05/12/22 1601 CEDAR AVENUE, AUSTIN, TX 78702 LOT 7, BLOCK 9, GLENWOOD ADDITION 0' 10' 20' 40' SCALE: 1"= 20' TECH FIELD MSP BB FLOOD INFORMATION: THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD ZONE ACCORDING TO THE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND HAS A ZONE "X" RATING AS SHOWN BY MAP NO. 48453C0465 K, DATED JANUARY 22, 2020. DATE: ACCEPTED BY: RB ARCHITECT, PLLC A R C H I T E C T U R E R E S I D E N T I A L C O M M E R C I A L B U I L D I N G P E R M I T S 11502 Knipp Cove Austin, Texas 78739 (512)791-2986 roelbazan48@gmail.com 1-15-2017 05-24-2022 RB ARCHITECT, PLLC A R C H I T E C T U R E R E S I D E N T I A L C O M M E R C I A L B U I L D I N G P E R M I T S 11502 Knipp Cove Austin, Texas 78739 (512)791-2986 roelbazan48@gmail.com 1-15-2017 05-24-2022 RB ARCHITECT, PLLC A R C H I T E C T U R E R E S I D E N T I A L C O M M E R C I A L B U I L D I N G P E R M I T S 11502 Knipp Cove Austin, Texas 78739 (512)791-2986 roelbazan48@gmail.com 1-15-2017 05-24-2022 RB ARCHITECT, PLLC A R C H I T E C T U R E R E S I D E N T I A L C O M M E R C I A L B U I L D I N G P E R M I T S 11502 Knipp Cove Austin, Texas 78739 (512)791-2986 roelbazan48@gmail.com 1-15-2017 05-24-2022 RB ARCHITECT, PLLC A R C H I T E C T U R E R E S I D E N T I A L C O M M E R C I A L B U I L D I N G P E R M I T S 11502 Knipp Cove Austin, Texas 78739 (512)791-2986 roelbazan48@gmail.com 1-15-2017 05-24-2022 IHP ENGINEERING 8330 LBL FWY SUITE B650 DALLAS, TX 75243 TBPE F# 21256 Mr. Jose Luis Burgos P.E. 214-815-4833 In relation to the Property as follows: 1601 Cedar Ave Austin, Tx 78062 To Whom it May Concern: CURRENT CONDITIONS REPORT FOR SINGLE FAMILY RESIDENCE The framing structure to be remodeled due to age of the structure. The purpose of this letter with the set of plans is to permit the home owner to get restitution of his aged property by a general contractor. The initial inspection determines the restoration procedure, ceiling rafters and ceiling beams to be reinforced, restored as needed. The Framing plans show in color green the existing ceiling rafters to be reused, and reinforced with 4:x6” Simpson longitudinal plates with a nailing pattern overlapping beam sections providing adequate support on both sides. After performing the inspection, a complete remodel and framing was required, a section of roof to be reconstructed and also for the foundation wood posts added as part of the support. The current conditions of the pier and beam slab shown good signs of integrity. The existing foundation is not damaged and will support the loads of a new home similar in shape to what was already erected before. IHP ENGINEERING 8330 LBL FWY SUITE B650 DALLAS, TX 75243 TBPE F# 21256 Mr. Jose Luis Burgos P.E. 214-815-4833 For the updated living room and kitchen area refer to the updated framing plans. Is highly recommended to construct new walls with new frames conformed by 2x4 @ 16” o.c. and new perimeter beams (3-2x12 beam reinforcement beams to be installed). Refer to general standard framing details. The description of the home reconstruction works conforms to the city adopted codes. Local Codes adopted by city.  2021 International Building Code  2021 International Residential Code  2020 National Electrical Code Is highly recommended to follow the updated framing plans and provide the proper support as follows: -Colum 8”x8” – this column can be comprised of 4 -2”x4” members nailed together or 2-8”x2” nailed together. -Column 8”x10”- this column can be comprised of 5 -2”x4” members nailed together or 2-10”x2” nailed together. IHP ENGINEERING 8330 LBL FWY SUITE B650 DALLAS, TX 75243 TBPE F# 21256 Mr. Jose Luis Burgos P.E. 214-815-4833 Framing general details. After performing the inspection it was concluded that the house needs to be upgraded with LVL Beams and ceiling/roof rafters is highly recommended. The owner must have home insurance, smoke detectors and maintenance of general equipment and HVAC units. Due to the changes in current codes this letter has a validity date of 1 year from the issuance date. May 5, 2022 Do not hesitate to contact Jose Luis Burgos 214-815-4833 for any additional questions or concerns and verification of the findings of this report.