C.6.1 - 1504 Hartford Rd - applicant photos and plans — original pdf

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DRAWING INDEX ISSUE NEW NO CHANGE REVISED ELIMINATED 1 2 0 2 / 2 0 / 3 0 E T A D P U T E S G N C R P I I 1 2 0 2 / 4 0 / 6 0 I T E S T M R E P 1 2 0 2 / 5 0 / 2 0 I T N R P S S E R G O R P 1 2 0 2 / 2 1 / 2 0 T E S G N C R P I I R E B M U N T E E H S A0.00 A0.01 D2.00 A2.00 A2.10 A2.20 A3.00 A3.01 A7.00 A7.01 A7.02 S0 S1 S2 S3 S3.1 ARCHITECTURAL TITLE SHEET & SITEPLAN SURVEY & GENERAL NOTES DEMOLITION PLAN CONSTRUCTION PLAN & ROOF PLAN FINISH FLOOR & POWER PLAN REFLECTED CEILING PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS INTERIOR ELEVATIONS: INTERIOR ELEVATIONS: INTERIOR ELEVATIONS: STRUCTURAL GENERAL NOTES FOUNDATION PLAN AND DETAILS FRAMING / LATERAL BRACING PLANS FRAMING DETAILS LATERAL BRACING DETAILS WINDOW & DOOR ELEVATIONS, & SCHEDULES A6.00 LEGAL DESCRIPTION LOT 2, ENFIELD F SUBDIVISION, VOL. 3, PG. 194 T.C.P.R., TRAVIS COUNTY, TEXAS C A P O M D D R R O F T R A H E N FIE L D R D 1/4 CRZ 1/2 CRZ FULL CRZ 22'-0" CRZ 11'-0" 1/2 CRZ 5'-6" 1/4 CRZ 22" PECAN 5'-0" 1/4 CRZ 20" HACKBERRY 10'-0" 1/2 CRZ 20'-0" CRZ 7500 LADLE LANE P:512.645.0454 F:512.301.2811 AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM consultants STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 510 SOUTH CONGRESS, STE B-100 AUSTIN, TX 78704 512-328-5353 WWW.ARCHCE.NET N 31D 51' 00" E 50.00' EXTG WD FENCE legend 5' P.U.E. 10' REAR YARD SETBACK LOT 2 TREE PROTECTIVE FENCING; SEE NOTE 1 LINE OF ROOF; TYP LINE OF BUILDING; TYP NEW 1-STORY ADDITION E P O L S 9" HACKBERRY . . . E U P + K C A B T E S D R A Y E D S I ' 5 ' 0 0 . 0 2 1 E " 0 0 ' 9 0 D 0 6 S NEW WOOD STEPS NEW COVERED BACK PORCH notes 1. PROVIDE 5' HIGH TREE PROTECTION FENCING AT 1/2 CRITICAL ROOT ZONE (CRZ). PROVIDE 4" OF MULCH WITHIN FENCED AREAS. 2. GUTTERS TO BE ADDED @ NEW + EXISTING ROOFS 19'-0" FULL CRZ 9'-6" 1/2 CRZ 4'-9" 1/4 CRZ 19" PECAN E P O L S 1/4 CRZ 1/2 CRZ FULL CRZ PUBLIC UTILITY EASEMENT RELEASE ALREADY APPROVED WHERE EXTG HOUSE ENCROACHES IN SETBACK EXTG ELEC METER 9" TREE issue PROGRESS PRINT PRICING SET PRICING SET UPDATES PERMIT SET 02/05/21 02/12/21 03/02/21 06/04/21 I I I . O I D U T S E R U T C U R T S E R , L E O C A N R A C F O N O I S S I M R E P N E T T R W E H T T U O H T W F O E D A M E B E S U R E H T O Y N A R O , D E T A L U P I N A M E B R O , D E I P O C E B , N W O N K E D A M E B T O N Y A M D N A . O I D U T S E R U T C U R T S E R F O Y T R E P O R P E H T S I G N W A R D S I H T . O I D U T S E R U T C U R T S E R © I 25' FRONT YARD SETBACK 3'-0" 2'-0" 3'-0" PROPOSED LOCATION FOR MATERIAL STAGING, DUMPSTER + SOILS PLACEMENT PROPOSED LOCATION FOR PORTABLE TOILET + CONCRETE WASHOUT S 31D 51' 00" W 50.00' 1504 HARTFORD ROAD EXTG CONCRETE PATIO REPLACE EXTG CONC WALK WITH GRAVEL MULTI-TRUNK 10" MOUNTAIN LAUREL MULTI-TRUNK 10.5" LOWQUAT 06/04/21 HARTFORD REMODEL 1504 HARTFORD ROAD AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A0.00 TITLE SHEET & PLOT PLAN SCALE: DATE: PROJECT NO: AS NOTED 02/02/2021 2042 . . . E U P + K C A B T E S D R A Y E D S I ' 5 ' 0 0 . 0 2 1 W " 0 0 ' 9 0 D 0 6 N NEW GABLE DORMER ABOVE MAIN BATHROOM CRICKET AT ROOF VALLEY NEW FENCE/GATE PROVIDE GUTTER & DOWNSPOUT @ THIS LOCATION EXTG WD FENCE MULCH AT FULL CRZ THAT IS OUTSIDE OF DRIVEWAY RIBBONS EXTG GAS METER 14'-0" 1/2 CRZ 7'-0" 1/4 CRZ 28" PECAN SITE LOCATION EXTG 1-STORY BRICK HOUSE RS ROOF LAYER BLOCK C:\Dropbox (Restructure Studio)\Restructure Studio Projects\Templates_Blocks\Layers\RS Layers A-ROOF-HDDN A-ROOF-LITE A-ROOF-MEDM A-ROOF-OTLN A-ROOF-PATT 28'-0" FULL CRZ LOCATION MAP - NTS 1504 HARTFORD RD, AUSTIN TX 78703 HARTFORD REMODEL NEW CONCRETE RIBBONS TO REPLACE EXTG GRAVEL DRIVEWAY 1 PLOT PLAN 1/8"=1'-0" SCALE: EXISTING SURVEY DEMOLITION NOTES GENERAL NOTES 1. ALL PREPARATION, DEMOLITION, REMOVAL AND DISPOSAL IS TO BE PERFORMED IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE BUILDING CODES AND ALL THE AUTHORITIES HAVING JURISDICTION. 2. PROVIDE INSURANCE, PRIOR TO COMMENCEMENT OF ANY WORK, AS REQUIRED BY OWNER. ALL INSURANCE TO CLEARLY AND COMPLETELY INDEMNIFY THE ARCHITECTS AND THE OWNERS FROM ALL CLAIMS WHICH ARISE FROM THE PERFORMANCE OF ALL WORK RELATED TO THIS CONTRACT. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST SAFETY PRACTICES. USE ONLY LABORERS EXPERIENCED IN THIS WORK. ALL REMOVALS AND CAPPING OF EXISTING UTILITY SERVICES, (ELECTRIC, PLUMBING, GAS, ETC.) TO BE DONE BY LICENSED TRADESMEN. THE HIGHEST DEGREE OF CARE AND PRECAUTION SHALL BE EXERCISED FOR ALL WORK RELATED TO THIS CONTRACT TO PREVENT PERSONAL INJURIES, DAMAGES TO PROPERTY AND DAMAGES TO EXISTING ACTIVE UTILITY SERVICES. 1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR ARCHITECT. 4. DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH ALL ARCHITECTURAL AND ENGINEER'S DRAWINGS. ALL WORK IS TO BE COORDINATED WITH THE RESPECTIVE TRADES. 4. STRUCTURAL DRAWINGS GOVERN SIZES, SPACING AND CONNECTIONS OF ALL STRUCTURAL MATERIALS AND MEMBERS. IN CASE OF DISCREPANCIES CONSULT WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 7500 LADLE LANE P:512.645.0454 F:512.301.2811 AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM consultants STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 510 SOUTH CONGRESS, STE B-100 AUSTIN, TX 78704 512-328-5353 WWW.ARCHCE.NET 5. THE CONTRACTOR SHALL CAREFULLY INSPECT ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE ALL REMOVALS AS NECESSARY TO ACCOMPLISH THE NEW CONSTRUCTION. THE PLAN IS TO DESIGNATE THE GENERAL SCOPE OF REMOVALS. 6. THE CONTRACTOR SHALL ISOLATE WORK AREAS, SO AS TO PROVIDE A DUST-FREE ENVIRONMENT IN OCCUPIED AREAS. ALL FURNITURE AND FIXTURES IN THE IMMEDIATE VICINITY OF WORK IS TO BE PROPERLY PROTECTED PRIOR TO THE COMMENCEMENT OF ANY WORK. CONTRACTOR TO PROVIDE AND TO MAINTAIN NECESSARY COVERINGS THROUGHOUT COURSE OF WORK, AND REMOVE AND DISPOSE OF THESE UPON COMPLETION OF EACH PHASE OF CONSTRUCTION, WHEREIN THE SITE SHALL BE LEFT ORDERLY AND BROOM SWEPT. ANY DAMAGE RESULTING FROM CONTRACTOR'S IMPROPER PROTECTION OF EXISTING OR NEW CONSTRUCTION, FIXTURES OR FURNITURE IS TO BE REPAIRED OR REPLACED (AS REQUIRED) BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 7. ALL DEBRIS RESULTING FROM THE OPERATION UNDER THIS CONTRACT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL NOT BE STORED OR PERMITTED TO ACCUMULATE ON THE SITE. 8. THROUGHOUT THE COURSE OF DEMOLITION AND CONSTRUCTION, ALL AREAS OF NEW CONSTRUCTION, AS WELL AS THE PATH OF ACCESS, SHALL BE KEPT CLEAN AND FREE OF DEBRIS, UNUSED EQUIPMENT, DISCARED MATERIALS AND GARBAGE. 9. REPAIR ALL SURFACES AT POINTS OF REMOVAL, DEMOLITION OR NEW CONSTRUCTION, INCLUDING FLOORING, BASE, PAINT, ETC. WHERE IT IS POSSIBLE TO MATCH THE EXISTING FINISH TO THE SATISFACTION OF THE ARCHITECT, THE CONTRACTOR SHALL PROVIDE A NEW FINISH IN DESIGNATED AREAS. 10. ALL MEASUREMENTS ARE TO BE VERIFIED IN FIELD AND ANY DISCREPANCIES THEREOF BROUGHT TO THE ATTENTION OF THE ARCHITECT. 5. FINAL LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PANEL BOARDS, METERS, FIXTURES, FLUES, VENTS ETC SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT HIS WORK SHALL BE MADE BY THE CONTRACTOR WHO SHALL COMPARE IT WITH THE DRAWINGS AND SATISFY HIMSELF AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. HE SHALL, AT SUCH TIME, ASCERTAIN AND CHECK LOCATION OF EXISTING STRUCTURES OR EQUIPMENT WHICH MAY AFFECT HIS WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE IN HIS BEHALF FOR ANY EXPENSE TO WHICH HE MAY BE PUT INTO DUE TO FAILURE OR NEGLECT ON HIS PART TO MAKE SUCH AN EXAMINATION. ANY CONFLICT OR OMISSIONS, ETC SHOULD BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO VARIATION BETWEEN ACTUAL MEASUREMENTS AND DIMENSIONS INDICATED ON THE DRAWINGS. 8. THE CONTRACTOR IS CAUTIONED THAT HIS WORK INCLUDES ALTERATION TO EXISTING FACILITIES. WORK WHICH IS OBVIOUSLY REQUIRED TO BE PERFORMED TO PROVIDE A COMPLETELY OPERABLE INSTALLATION WITHIN THE SCOPE OF THE WORK, BUT WHICH IS NOT SPECIFICALLY INCLUDED ON THE PLANS, SHALL BE PERFORMED BY HIM AND INCLUDED IN HIS WORK AT NO ADDITIONAL COST TO THE OWNER. 9. ITEMS OF WORK INDICATED ON THE DRAWINGS AS N.I.C. (NOT IN CONTRACT) SHALL BE PERFORMED, FURNISHED OR LET UNDER SEPARATE CONTRACT BY THE OWNER. THE CONTRACTOR SHALL COORDINATE HIS WORK ACCORDINGLY AS REQUIRED FOR A SMOOTH WORK SCHEDULE. 10. IT SHALL BE CONSTRUED THAT EACH SUBCONTRACT IS AN INTEGRAL PART OF THE GENERAL CONTRACT AND CONTRACTOR SHALL PROVIDE AND MAINTAIN IN FULL OPERATION AT ALL TIMES DURING THE PERFORMANCE OF THE CONTRACT A SUFFICIENT CREW OF LABORERS, MECHANICS AND FOREMAN TO PROSECUTE THE WORK WITH DISPATCH. 11. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER THROUGHOUT THE COURSE OF THE JOB. HE SHALL MAINTAIN CLEANLINESS THROUGHOUT AND CONTROL ANY DUST CAUSED BY THE WORK, AS WELL AS PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC AS REQUIRED TO PROTECT THE PUBLIC AND OWNER DURING THE COURSE OF CONSTRUCTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFTOVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF INSTALLATION. ALL FIXTURES AND REUSABLE MATERIALS TO BE REMOVED ARE TO BE STORED OR DISPOSED OF AS PER OWNER INSTRUCTIONS. I I I . O I D U T S E R U T C U R T S E R , L E O C A N R A C F O N O I S S I M R E P N E T T R W E H T T U O H T W F O E D A M E B E S U R E H T O Y N A R O , D E T A L U P I N A M E B R O , D E I P O C E B , N W O N K E D A M E B T O N Y A M D N A . O I D U T S E R U T C U R T S E R F O Y T R E P O R P E H T S I G N W A R D S I H T . O I D U T S E R U T C U R T S E R © I legend notes issue PROGRESS PRINT PRICING SET PRICING SET UPDATES PERMIT SET 02/05/21 02/12/21 03/02/21 06/04/21 06/04/21 HARTFORD REMODEL 1504 HARTFORD ROAD AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A0.01 SURVEY & GENERAL NOTES SCALE: DATE: PROJECT NO: NTS 2042 NEW GABLE ROOF @ ADDITION EXTG HIP ROOF TO BE EXTENDED OVER ADDITION LINE OF EXTG ROOF NEW GABLE DORMER 114 B 112 B 112 A 115 A 114 A 110 A 2 SIDE ELEVATION NEW PLANTER NEW CONCRETE STEPS NEW DORMER ABOVE MAIN BATH NEW GABLE ROOF @ ADDITION NEW AWNING 12 10 NEW BRICK @ ADDITION REFINISH EXTG FRONT DOOR 1 FRONT ELEVATION 7500 LADLE LANE P:512.645.0454 F:512.301.2811 AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM consultants STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 510 SOUTH CONGRESS, STE B-100 AUSTIN, TX 78704 512-328-5353 WWW.ARCHCE.NET legend XXX X WINDOW TAG 17'-5" 1/4" ROOF MID POINT= BLDG HGT notes 1. ALL EXISTING WINDOWS TO BE REPLACED EXCEPT FOR DINING ROOM -1-2 1/2" HIGHEST ADJ GRADE -2'-11 1/4" AVG ADJ GRADE -4'-8" LOWEST ADJ GRADE issue PRICING SET PRICING SET UPDATES PERMIT SET 02/12/21 03/02/21 06/04/21 I I I . O I D U T S E R U T C U R T S E R , L E O C A N R A C F O N O I S S I M R E P N E T T R W E H T T U O H T W F O E D A M E B E S U R E H T O Y N A R O , D E T A L U P I N A M E B R O , D E I P O C E B , N W O N K E D A M E B T O N Y A M D N A . O I D U T S E R U T C U R T S E R F O Y T R E P O R P E H T S I G N W A R D S I H T . O I D U T S E R U T C U R T S E R © I 19'-8 1/4" (VIF) HIGH POINT @ ROOF 17'-5" 1/4" ROOF MID POINT= BLDG HGT 06/04/21 HARTFORD REMODEL 1504 HARTFORD ROAD AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A3.00 EXTERIOR ELEVATIONS -1-2 1/2" HIGHEST ADJ GRADE -2'-11 1/4" AVG ADJ GRADE -4'-8" LOWEST ADJ GRADE SCALE: DATE: PROJECT NO: 1/4"=1'-0" 02/02/2021 2042 19'-8 1/4" (VIF) HIGH POINT @ ROOF " 4 / 1 5 - ' 7 1 " 4 / 1 5 - ' 7 1 9'-0" (VIF) B.O. CLG 0'-0" TOFF 9'-0" (VIF) B.O. CLG 0'-0" TOFF 2 SIDE ELEVATION PATCH BRICK AT WINDOWS TO BE REMOVED EXTG HIP ROOF TO BE EXTENDED OVER ADDITION LINE OF EXTG ROOF 112 E NEW COVERED WOOD DECK LINE OF NEW OUTDOOR GAS FIREPLACE 17'-5" 1/4" ROOF MID POINT= BLDG HGT -1-2 1/2" HIGHEST ADJ GRADE -2'-11 1/4" AVG ADJ GRADE -4'-8" LOWEST ADJ GRADE 19'-8 1/4" (VIF) HIGH POINT @ ROOF 9'-0" (VIF) B.O. CLG NEW GABLE ROOF NEW SIDING 0'-0" TOFF 19'-8 1/4" (VIF) HIGH POINT @ ROOF NEW GABLE DORMER ABOVE MAIN BATH 9'-0" (VIF) B.O. CLG " 4 / 1 5 - ' 7 1 " 4 / 1 5 - ' 7 1 12 10 NEW GABLE ROOF @ ADDITION 17'-5" 1/4" ROOF MID POINT= BLDG HGT I I I . O I D U T S E R U T C U R T S E R , L E O C A N R A C F O N O I S S I M R E P N E T T R W E H T T U O H T W F O E D A M E B E S U R E H T O Y N A R O , D E T A L U P I N A M E B R O , D E I P O C E B , N W O N K E D A M E B T O N Y A M D N A . O I D U T S E R U T C U R T S E R F O Y T R E P O R P E H T S I G N W A R D S I H T . O I D U T S E R U T C U R T S E R © I 7500 LADLE LANE P:512.645.0454 F:512.301.2811 AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM consultants STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 510 SOUTH CONGRESS, STE B-100 AUSTIN, TX 78704 512-328-5353 WWW.ARCHCE.NET legend XXX X WINDOW TAG notes 1. ALL EXISTING WINDOWS TO BE REPLACED EXCEPT FOR DINING ROOM issue PRICING SET PRICING SET UPDATES PERMIT SET 02/12/21 03/02/21 06/04/21 06/04/21 HARTFORD REMODEL 1504 HARTFORD ROAD AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A3.01 EXTERIOR ELEVATIONS SCALE: DATE: PROJECT NO: 1/4"=1'-0" 02/02/2021 2042 VAULTED CEILING AT PORCH LINE OF NEW OUTDOOR GAS FIREPLACE NEW COLUMN NEW PLANTER 1 REAR ELEVATION 109 C 109 B 109 A 116 A 112 H 112 G 112 F 112 D 112 C NEW COVERED WOOD DECK WITH SKIRTING 0'-0" TOFF NEW SIDING @ ADDITION ACCESS DOOR TO FOUNDATION. LOCATION APPROX -1-2 1/2" HIGHEST ADJ GRADE -2'-11 1/4" AVG ADJ GRADE -4'-8" LOWEST ADJ GRADE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE TEMPERED GLASS SEE SCHEDULE 2" 2" 2" 2" SEE SCHEDULE TEMPERED GLASS TEMPERED GLASS " 2 E L U D E H C S E E S E L U D E H C S E E S E L U D E H C S E E S TYPE E GLASS SWING DOOR TYPE D SOLID CORE POCKET DOOR TYPE C SOLID CORE SWING DOOR TYPE B GLASS ENTRY SLIDER 0'-0" T.O.F.F. notes " 2 " 0 - ' 7 " 0 - ' 7 TYPE A ENTRY SWING WITH WINDOW SINGLE DOOR 9'-1 1/2" (VIF) 7 1/2" 7 1/2" 2'-6" VIF 2'-6" VIF 2'-6" VIF 2'-10 1/2" (VIF) 6'-0" (VIF) 7 1/2" 2'-6" (VIF) 2'-6" (VIF) 5'-3" (VIF) 2'-7 1/2" 2'-7 1/2" ) F V I ( " 2 / 1 9 - ' 5 ) F V I ( " 4 / 3 1 1 - ' 1 ) F V I ( " 2 / 1 5 - ' 3 ) F V I ( " 4 3 / 3 - ' 4 107 - A, B, C (BEDROOM B) EXISTING WINDOWS TO BE REPLACED 106-A (BATH) EXISTING WINDOWS TO REPLACED 102-C, D (LIVING) 105- A, B, C, D (BEDROOM A) EXISTING WINDOWS TO BE REPLACED 102-A, B (LIVING) EXISTING WINOWS TO BE REPLACED ) F V I ( " 2 / 1 9 - ' 5 " 4 3 / 1 1 - ' 1 ) F V I ( " 8 - ' 1 " 1 1 - ' 5 " 7 - ' 7 5'-0 1/8" 2'-6 1/8" 2'-6 1/8" " 4 / 3 6 - ' 1 " 8 / 5 4 - ' 1 " 8 / 5 4 - ' 3 1 " 4 / 1 5 - ' 0 1 " 8 - ' 1 " 1 1 - ' 5 " 7 - ' 7 ) F V I ( " 2 1 / 9 - ' 4 ) F V I ( " 4 / 3 1 1 - ' 2 " 7 - ' 7 " 7 - ' 4 " 0 - ' 3 0'-0" T.O.F.F. 0'-0" T.O.F.F. issue PRICING SET PRICING SET UPDATES PERMIT SET 02/12/21 03/02/21 06/04/21 06/04/21 HARTFORD REMODEL 1504 HARTFORD ROAD AUSTIN, TX 78703 THIS SHEET IS FORMATTED TO 22"X34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED ON 11"X17" A6.00 DOOR & WINDOW SCHEDULE & ELEVATIONS SCALE: DATE: PROJECT NO: 1/4"=1'-0" 02/012/2021 2042 9'-7 3/4" 3 EQUAL PANELS 9'-7 3/4" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" 3'-0" 2'-4" 3'-0" 3'-6" " 7 - ' 7 " 3 - ' 4 " 4 - ' 3 " 7 - ' 7 " 3 - ' 4 " 4 - ' 3 " 7 - ' 7 " 1 - ' 6 " 6 - ' 1 " 7 - ' 7 " 5 - ' 4 " 2 - ' 3 " 7 - ' 7 " 5 - ' 5 " 2 - ' 2 109 - A (KITCHEN) OPT 2 ONE SIDE STACKABLE WINDOW UNIT 109 - A, B, C (KITCHEN) OPT 1 116 - A (HALL) 112 - F, G, H (MAIN BEDROOM) 112 - A, B, C, D, E (MAIN BEDROOM) 115 - A (TOILET RM) 114 - B (MAIN BATH) 114 - A (MAIN BATH) 110 - A (LAUNDRY / MUD ROOM) 1 DOOR AND WINDOW ELEVATIONS 7500 LADLE LANE P:512.645.0454 F:512.301.2811 AUSTIN, TX 78749 WWW.RESTRUCTURESTUDIO.COM consultants STRUCTURAL ENGINEER: ARCH CONSULTING ENGINEERS, PLLC 510 SOUTH CONGRESS, STE B-100 AUSTIN, TX 78704 512-328-5353 WWW.ARCHCE.NET legend XXX X WINDOW TAG I I I . O I D U T S E R U T C U R T S E R , L E O C A N R A C F O N O I S S I M R E P N E T T R W E H T T U O H T W F O E D A M E B E S U R E H T O Y N A R O , D E T A L U P I N A M E B R O , D E I P O C E B , N W O N K E D A M E B T O N Y A M D N A . O I D U T S E R U T C U R T S E R F O Y T R E P O R P E H T S I G N W A R D S I H T . O I D U T S E R U T C U R T S E R © I