10.1 - 1702 W 30th St - Updated Drawings — original pdf

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Site Plan Legend Electrical wire E E LOT 3 (S61o12'E 61') N63o01'01"W 60.70' 616.39' 5'-0" 6'-0" 17'-0" PROP. LINE 10'-3" 17'-6" 5'-0" " 0 - ' 0 1 " 0 1 - ' 4 1 LOT 6, BLOCK 2 7678 Sq. Ft. 10' REAR SETBACK " 0 - ' 1 " 1 1 - ' 9 2 6 1 6 7'-0" 8'-0" 1'-0" 17' x 31'-10" POOL UNDER SEP. PERMIT LOT 7 LOT 5 ) ' 0 . 6 2 1 E 8 5 o 8 2 N ' ( ' " 0 1 - ' 1 2 3 0 . 6 2 1 W " 1 2 6 0 o 7 2 S ' " 2 / 1 0 - ' 9 615 K C A B T E S ' 5 E N L . I P O R P " 2 / 1 4 - ' 5 4 Tree 2 OAK = 28'-0" 2 8 ' - 0 " 1 4 ' - 0 " " 1 1 - ' 4 2 11'-4 1/2" ' - 7 0 " 1/4 CRZ FIR 1/2 CRZ 612.51' C POOL TERRACE FFE = 615.4 COV'D REAR PORCH FFE = 615.4 COV'D PORCH FFE = 615.4 " 0 1 - ' 1 3 " 0 - ' 9 " 5 - ' 5 4 " 0 " 0 1 - ' 4 2 1 Site Plan 1" = 10'-0" " 0 - ' 9 DECK PROPOSED 2-STORY HOUSE FFE = 615.5 ATTACHED GARAGE FFE = 615.5 REQ. PARKING 1 COV'D CARPORT FFE = 615.5 REQ. PARKING 2 25' FRONT SETBACK 614 15'-2 1/2" " 6 - ' 8 2 " 2 / 1 3'-0" 3 - ' 3 1 1'-6 1/2" 2'-6" 2'-6" 2'-9" 34'-6 1/2" 21'-9" 2'-6" 3'-0" " 2 / 1 9 - ' 8 1 1'-5 1/2"5'-0" 2'-6" 613 PROP. LINE 13'-9" SITE ACCESS W 11'-2" E P O L S 613.39' " 2 / 1 9 - ' 4 3 NEW 3' W CONC. DRIVEWAY 21'-0 1/2" benchmark triangle on curb elev.=613.09' 11'-4 1/2" 23'-0" FULL CRZ 61'-1 1/2" S62o57'25"E 61.12' (S61o12'E 61') #1702 WEST 30TH STREET (50' R.O.W.) Tree 2 OAK = 28'-0" LOT 4 14' - 0" 7 ' - 0 " 1/4 CRZ 1/2 CRZ 2 8 ' - 0 " " 0 1 - ' 4 1 FULL CRZ 3' x 7' POOL EQUIPMENT AC AC 616.87' E " 0 1 - ' 4 1 K C A B T E S ' 5 " 8 - ' 8 6 E N L . I P O R P " 2 / 1 3 - ' 6 8 " 2 / 1 1 1 - ' 4 2 ' 9 0 . 6 2 1 E " 5 4 4 5 o 6 2 N ' ) ' 0 . 6 2 1 E 8 5 o 8 2 S ( ' " 7 - ' 2 4 FIR GENERAL NOTES 1. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED TO MEET THE CURRENTLY ADOPTED BUILDING CODE AND LOCAL CITY AMENDMENTS. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES, ORDINANCES, AND DEED RESTRICTIONS. THE CONTRACTOR SHALL ALSO REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS. 2. BUILDER ACCEPTS FULL RESPONSIBILITY FOR CHECKING PLANS TO ASSURE CONFORMITY TO CURRENT LOCAL BUILDING CODES. SHOULD ANY CHANGES BE MADE TO THESE PLANS BY THE BUILDER OR HIS REPRESENTATIVES WITHOUT CONTACTING THE BUILDING DESIGNER, THE BUILDER WILL ACCEPT FULL LIABILITY FOR AMENDED PLANS. 3. THESE DOCUMENTS DO NOT SPECIFY ACTUAL PRODUCTS OR MATERIAL SELECTIONS. BUILDER ACCEPTS FULL RESPONSIBILITY FOR APPROPRIATE AND PROPER DETAILING FOR AND BETWEEN ALL ACTUAL PRODUCTS/MATERIALS SELECTED WHEN INSTALLED. ALL COMPONENTS, MATERIALS, ASSEMBLIES, AND FINISHES TO BE CONSTRUCTED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, CODE REQUIREMENTS, AND REGULATED BUILDING PRACTICES. 4. ARCHITECT IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. THE BUILDER WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO ALL WATER AND DAMP PROOFING, LOAD CONNECTIONS, AND MECHANIC, ELECTRICAL, AND PLUMBING SYSTEMS. 5. ALL MATERIALS AND LABOR TO BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL PAYMENT, IN ADDITION TO ALL WARRANTIES THAT ARE STANDARD TO THE INDUSTRY. BUILDER TO PROVIDE (SUPPLY AND INSTALL) ALL EQUIPMENT, LABOR SERVICES, AND MATERIALS REQUIRED FOR THE COMPLETE APPROVED INSTALLATION OF THE SYSTEMS CALLED FOR ON THE PLANS. 6. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE BUILDER IS RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR THE COMPLETION OF WORK. 7. ALL DIMENSIONS SHOWN ON PLANS ARE TO THE STRUCTURAL FACE OF THE WALL AND DO NOT INCLUDE WALL FINISHES OR FURRING. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. BUILDER TO REPORT ANY AND ALL DISCREPANCIES, ERRORS, OR OMISSIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK AND/OR ORDERING MATERIALS. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. ANY THE CRUCIAL DIMENSION NOT GIVEN SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING DESIGNER. 8. THE BUILDER IS TO FILE FOR AND SECURE ALL APPROVALS, PERMITS, TESTS, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PERMITS NECESSARY TO LEGALLY PERFORM THE WORK HAVE BEEN OBTAINED PRIOR TO COMMENCING CONSTRUCTION. 9. BUILDER SHALL CLEAN UP CONSTRUCTION AREAS AFFECTED BY DAILY WORK AND MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL TIMES. REMOVE MATERIALS TO APPROVED DUMPSITES ONLY. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PLACE THE BUILDING(S) ON-SITE IN WITH RESPECT TO THE SITE PLAN. 11. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AND SITE DIMENSIONS FOR LAYOUT PRIOR TO ANY FORM OF CONSTRUCTION OR DEMOLITION AND REPORT ANY DISCREPANCIES TO THE BUILDING DESIGNER. 12. LOCATIONS OF ALL UTILITIES ARE APPROXIMATE, AND THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING AND TRENCHING ON THE SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE BUILDING DESIGNER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE BUILDING DESIGNER SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE SCOPE OF THIS PROJECT UNLESS NOTED OTHERWISE. 13. PENETRATIONS TO FIRE-RATED MATERIALS (IF ANY) OR ASSEMBLIES SHALL BE RESTORED TO EQUAL RATING OR ANY CODE REQUIREMENTS 14. CONFINE ALL OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS, AND THE CONTRACT DOCUMENTS. THE JOB SITE IS TO BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE FROM DEBRIS AND LITTER AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIAL OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS. 15. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USED. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 16. ALL CUTTING FITTING OR PATCHING THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY SHALL BE DONE SO AS NOT TO ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED, IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 17. PROVIDE ALL NECESSARY OPENINGS THROUGH FLOORS AND WALLS, BLOCKING, BACKING, ROUGH BUCKS, FURRING, CURBS, ANCHORS, INSERTS, EQUIPMENT BASES, AND FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, A/C EQUIPMENT, AND ALL OTHER ITEMS REQUIRING IT TO ENSURE A COMPLETE AND PROPER INSTALLATION OF SURFACE-MOUNTED AND RECESSED ITEMS. 18. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER STRUCTURE, DUCTS, PIPING OR CONDUIT, THE LARGER STUD SIZE FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNLESS NOTED OTHERWISE. 19. VENT ALL BATHROOM AND KITCHEN FANS TO THE OUTSIDE ATMOSPHERE. BATHROOM & KITCHEN FANS SHALL BE CAPABLE OF THE MINIMUM CODE REQUIRED AIR CHANGES PER HOUR PROJECT SCOPE PROJECT INFORMATION AREA CALCULATIONS: LOT SIZE = 7678 SF CONDITION AREA TOTAL = 3070,4 SF COA BUILDING COVERAGE = 2991 SF (38,9%) (MAX ALLOWABLE 40% = 3071 SF) COA IMPERVIOUS COVER = 3390 SF (44,2%) (MAX ALLOWABLE 45% = 3455 SF) FAR = 3070,4 SF (39,9 %) BUILDING ENVELOPE COMPLIANCE METHOD: 1) INSULATION & FENESTRATION: A. B. C. D. E. U-FACTOR (MAX): .40 SHGC (MAX): .25 CEILING, R-VALUE: R-38 WALL, R-VALUE: R-15 FLOOR, R-VALUE: N/A REFEREMCED CODES & CONSTRUCTION STANDARDS: 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL MECHANICAL CODE 2020 NATIONAL ELECTRIC CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL FIRE CODE + LOCAL AMMENDMENTS 2021 INTERNATIONAL GAS CODE 2015 International Wildland-Urban Interface Code The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Site Plan 22" X 34" SCALE: As indicated 11" X 17" SCALE: HALF SCALE ISSUES DATE: 24.11.2024 22:34:58 DRAWN BY: Author SHEET NUMBER: A1.0 LOT 7 LOT 5 LOT 4 14' - 0" Tree 2 OAK = 28'-0" 7 ' - 0 " 1/4 CRZ 616.87' E 1/2 CRZ 2 8 ' - 0 " FULL CRZ 3' x 7' POOL EQUIPMENT AC AC 616.39' ) ' 0 . 6 2 1 E 8 5 o 8 2 N ' ( ' 2 0 . 6 2 1 W " 1 2 6 0 o 7 2 S ' E N L . I P O R P 615 K C A B T E S ' 5 Tree 2 OAK = 28'-0" 2 8 ' - 0 " 1 4 ' - 0 " 7 ' - 0 " 1/4 CRZ FIR 1/2 CRZ 612.51' C LOT 3 (S61o12'E 61') N63o01'01"W 60.70' PROP. LINE LOT 6, BLOCK 2 7678 Sq. Ft. 10' REAR SETBACK 17' x 31'-10" POOL UNDER SEP. PERMIT 6 1 6 DECK PROPOSED 2-STORY HOUSE FFE = 615.5 25' FRONT SETBACK 614 613 PROP. LINE 61'-1 1/2" S62o57'25"E 61.12' (S61o12'E 61') #1702 WEST 30TH STREET (50' R.O.W.) K C A B T E S ' 5 E N L . I P O R P ' 9 0 . 6 2 1 E " 5 4 4 5 o 6 2 N ' ) ' 0 . 6 2 1 E 8 5 o 8 2 S ( ' ATTACHED GARAGE FFE = 615.5 REQ. PARKING 1 COV'D CARPORT FFE = 615.5 REQ. PARKING 2 POOL TERRACE FFE = 615.4 COV'D REAR PORCH FFE = 615.4 COV'D PORCH FFE = 615.4 FRONT YARD SETBACK LINE " 0 - ' 5 2 D R A Y T N O R F NEW 3' W CONC. DRIVEWAY SITE ACCESS W E P O L S STREET FIR 613.39' benchmark triangle on curb elev.=613.09' FRONT YARD = 1525 SF (100 %) IMPERVIOUS COVERAGE = 312 (25,5 %) less than 40 % of front yard The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Site Plan - Front yard Impervious coverage 22" X 34" SCALE: 1/8" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:34:59 SHEET NUMBER: A1.1 1 Site Plan - Front Yard Impervious Coverage 1/8" = 1'-0" FULL CRZ LOT 7 LOT 5 LOT 3 LOT 4 7 ' - 0 " 1/4 CRZ 1/2 CRZ 2 8 ' - 0 " FULL CRZ E 3' x 7' POOL EQUIPMENT AC AC (S61o12'E 61') N63o01'01"W 60.70' PROP. LINE LOT 6, BLOCK 2 7678 Sq. Ft. 10' REAR SETBACK 6 1 6 DECK PROPOSED 2-STORY HOUSE FFE = 615.5 K C A B T E S ' 5 E N L . I P O R P ' 9 0 . 6 2 1 E " 5 4 4 5 o 6 2 N ' ) ' 0 . 6 2 1 E 8 5 o 8 2 S ( ' ATTACHED GARAGE FFE = 615.5 REQ. PARKING 1 COV'D CARPORT FFE = 615.5 REQ. PARKING 2 616.39' ) ' 0 . 6 2 1 E 8 5 o 8 2 N ' ( ' 2 0 . 6 2 1 W " 1 2 6 0 o 7 2 S ' E N L . I P O R P 615 K C A B T E S ' 5 Tree 2 OAK = 28'-0" 2 8 ' - 0 " 25' FRONT SETBACK 614 . C O L R E T S P M U D D E S O P O R P 1/4 CRZ FIR 1/2 CRZ 612.51' C 613 PROP. LINE W PROP. CONC. WASH-OUT SITE ACCESS N O I T C U R T S N O C E T U O E P R O S L S S E C C A E P O L S S62o57'25"E 61.12' (S61o12'E 61') #1702 WEST 30TH STREET (50' R.O.W.) PROPOSED CONSTRUCTION MATERIAŁ STAGING NEW 3' W CONC. DRIVEWAY PROP. FIR PORT. TOILET benchmark triangle on curb elev.=613.09' 1 Site Plan Construction Material Location 1/8" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Site Plan Site Plan Construction Material Location 22" X 34" SCALE: 1/8" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:00 SHEET NUMBER: A1.2 7 . 1 W " 8 6 x " 2 / 1 0 2 1 6 . 1 W " 1 4 2 x " 2 / 1 0 2 1 W1.8 120 1/2" x 31" C + F G I C + F G I C + F G I D D " 2 3 x " 4 8 Master bathroom 158 ft² sqft 10' / Tile floor C + F G I DD D D 84" x 32" Master bedroom 293 ft² sqft 10' / Wooden floor 0' - 0" D 84" x 32" DD D Master closet 114 ft² sqft 10' / Wooden floor D D 84" x 32" D D Powder 24 ft² sqft 10' / Tile floor 9 . 1 W " 9 6 x " 2 / 1 6 3 . 0 1 1 W " 1 3 x " 2 / 1 0 2 1 . 1 1 1 W " 1 4 x " 2 / 1 4 8 . 2 1 1 W " 1 6 x " 2 / 1 4 8 W1.4 120 1/2" x 193" W1.5 96 1/2" x 97" D C C C D D Kitchen 198 ft² sqft 10' / Wooden floor 0' - 0" D 2'-8" 84" x 32" D D D R C Laundry 63 ft² sqft 10' / Tile floor D W GFI+C D D GFI+C " 1 1 - ' 2 D " 5 3 x " 4 8 2'-8" D 84" x 32" Living / Dining room 725 ft² sqft 10' / Wooden floor FIREPLACE VISITABLE BATHROOM ROUTE D D Vestibule 186 ft² sqft 10' / Wooden floor 0' - 0" D " 7 2 x " 4 8 D D D D D GFI W1.1 116 1/2" x 61" -0' - 4" GFI+C GFI+C D D Powder 51 ft² sqft 10' / Tile Floor D " 8 - ' 2 D D 84" x 32" " 2 3 x " 4 8 D 3 . 1 W " 9 1 x " 2 / 1 0 2 1 3 1 . 1 W " 3 4 x " 2 / 1 4 8 Office 184 ft² sqft 10' / Wooden Floor I F G D I F G D R E T N E . T I S D V I GFI GFI Garage 200 ft² sqft Concrete floor GFI GFI GFI W1.2 84 1/2" x 85" G 96 1/2" x 109" G 96 1/2" x 109" 1 Primary Visitability Plan 3/16" = 1'-0" VISITABILITY NOTES: REFER TO ORDINANCE NO. 20140130-021 - SECTION R320 AND BUILDING CRITERIA MANUAL SECTION 4.4.7 FOR ADDITIONAL REQUIREMENTS VISITABLE BATHROOMS (R320.3) A visitable dwelling must have at least one bathroom group or a half bath on the first floor that must have the following: 1. A minimum clear opening of 32". 2. Door shall not impede 30" x 30" clear floor space. 3. Lateral 2x6 or larger wood blocking must be installed flush with the stud edges of bathroom walls. 4. The blocking must have a centerline 34" from and parallel to the interior floor level, except for the portion of the wall located directly behind the lavatory. VISITABLE LIGHT SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS (R320.4) The first floor of a visitable dwelling must have the following: 1. Light switches and environmental controls must be installed no greater than 48 inches above the finish floor level. 2. Outlets and receptacles must be installed no less than 15 inches above the finish floor level, except for floor outlets and receptacles. A. VISITABILITY BATHROOM ROUTE (R320.5) A bathroom group or half bath designated for visitability on the first floor must be accessible by a route with a minimum clear pathway of 32" beginning at the visitable entrance and continuing through the living room, dining room, and kitchen. B. VISITABLE DWELLING ENTRANCE (R320.6) A dwelling must be accessible by at least one no-step entrance and a door with a minimum clear opening of 36". The entrance may be located at the front, rear, or side, or in the garage or carport of the dwelling. C. EXTERIOR VISITABLE ROUTE (R320.7) An entrance that complies with R320.6 (Visitable Dwelling Entrance) must be accessible using a route with a cross slope of no greater than two percent (1:50) that originates from a garage, driveway, public street, or public sidewalk. An exterior route that includes a ramp must comply with the Residential Code. The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Visitability 22" X 34" SCALE: 3/16" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author SHEET NUMBER: 24.11.2024 22:35:01 A1.3 LOT 3 (S61o12'E 61') N63o01'01"W 60.70' PROP. LINE LOT 6, BLOCK 2 7678 Sq. Ft. 10' REAR SETBACK 6 1 6 DECK PROPOSED 2-STORY HOUSE FFE = 615.5 LOT 4 14' - 0" Tree 2 OAK = 28'-0" 7 ' - 0 " 1/4 CRZ 1/2 CRZ 2 8 ' - 0 " E FULL CRZ 3' x 7' POOL EQUIPMENT AC AC K C A B T E S ' 5 E N L . I P O R P ' 9 0 . 6 2 1 E " 5 4 4 5 o 6 2 N ' ) ' 0 . 6 2 1 E 8 5 o 8 2 S ( ' LOT 7 LOT 5 616.39' ) ' 0 . 6 2 1 E 8 5 o 8 2 N ' ( ' 2 0 . 6 2 1 W " 1 2 6 0 o 7 2 S ' E N L . I P O R P 615 K C A B T E S ' 5 1/4 CRZ FIR 1/2 CRZ 612.51' C 71 SF 2 8 ' - 0 " Tree 2 OAK = 28'-0" 165 SF ATTACHED GARAGE FFE = 615.5 REQ. PARKING 1 COV'D CARPORT FFE = 615.5 REQ. PARKING 2 25' FRONT SETBACK 614 S = 911 SF 613 PROP. LINE S62o57'25"E 61.12' (S61o12'E 61') #1702 WEST 30TH STREET (50' R.O.W.) SITE ACCESS W E P O L S NEW 3' W CONC. DRIVEWAY FIR benchmark triangle on curb elev.=613.09' 1 Tree plan 1/8" = 1'-0" STANDARD NOTES - TREE AND NATURAL AREA PROTECTION In order to assure that the remaining root zones are adequately preserved, tree protection fencing is required for all trees within the limits of construction. 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. When the tree protection fencing cannot incorporate the entire ½ Critical Root Zone, an 8” layer of mulch within the entire available root zone area is required for all trees which have any disturbance indicated within any portion of the Critical Root Zone. Foot traffic is considered a root zone disturbance, as well. We 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. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing. Protective fences shall be erected as detailed for the tree protection, the fences shall consist of 5 ft. tall chain link fencing material and non-movable posts installed at 8 ft. intervals or less. Protective fences shall be installed prior to the start of any preparation work (clearing, grubbing, and grading), and shall be maintained throughout all phases of the project. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build-up within tree drip lines. Protective fences shall completely surround the trees or group of trees and will be located at the outermost limit of branches (drip line). Signs in English and Spanish, visible from all directions, shall be placed on the fence to inform workers of the purpose of the boundary. For natural areas, protective fences shall follow the limit of the construction line, in order to prevent the following: A. Soil compaction in the Root Zone area resulting from vehicular traffic or storage of equipment or materials; B. Root Zone disturbances due to grade changes (greater than 6 inches cut or fill) or trenching not indicated on plans; C. Wounds to exposed roots, trunk, or limbs by mechanical equipment; D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fire. If foot traffic is required within the ½ CRZ or ¼ CRZ, provide 3/4” plywood over 2x4 lumber over 12” layer of mulch to bridge over the roots and prevent soil/root compaction. If construction access is required within the CRZ for heavy equipment, temporary ground construction mats (for example: the TuffTrak AlturnaMat Ground Protection Mat) placed on top of an 8” layer of mulch is required to be in place for the duration of construction. TREE TO REMAIN TREE TO BE REMOVED The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Tree Survey 22" X 34" SCALE: 1/8" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author SHEET NUMBER: 24.11.2024 22:35:02 A1.4 TREE PROTECTION NOTES HERITAGE TREE means a tree that has a diameter of 24 inches or more, measured four and one-half feet above natural grade, and is one of the following species: Definitions: (a)Ash, Texas (b)Cypress, Bald (c)Elm, American (d)Elm, Cedar (e)Madrone, Texas (f)Maple, Bigtooth (g)All Oaks (h)Pecan (i)Walnut, Arizona (j)Walnut, Eastern Black Silt Fencing: A.Fabric 1.General: This list of eligible heritage tree species may be supplemented but not reduced, as prescribed by the rule. PROTECTED TREE means a tree with a diameter of 19 inches or more, measured four and one-half feet above natural grade. Measurements: A protected size tree is determined by measuring the tree trunk at 4.5 feet above the ground. This is commonly known as DBH (diameter at breast height). A tree within the Austin city limits is protected once it reaches 19 inches. Diameter = Circumference / 3.1416 and Circumference = Diameter X 3.1416. The silt fence fabric shall be of nonwoven polypropylene, polyethylene, or polyamide thermoplastic fibers with non- raveling edges. The silt fence fabric shall be non-biodegradable, inert to most soil chemicals, ultraviolet resistant, unaffected by moisture or other weather conditions, and permeable to water while retaining sediment. The silt fence fabric shall be supplied in rolls a minimum of 36 inches (0.9 meters) wide. 2.Physical Requirements: The fabric shall meet the requirements presented in Table 1, when sampled and tested in accordance with the methods indicated herein, on Standard Detail No. 642S-1 and/or on the Drawings. B.Posts: Posts shall be steel Tee or Y-posts, not less than 4 feet (1.22 meters) in length with a minimum weight of 1.25 pounds per foot (1.86 kilograms per meter) with a minimum Brinell Hardness of 143. Hangers shall be adequate to secure the fence and fabric to posts. Posts and anchor plates shall conform to ASTM A-702. Caps are required (*not specifying discretionary criteria). C.Wire Fence: Construction Methods: Wire fence shall be welded wire fabric 2 in. x 4 in. 12.5 SWG, wire diameter 0.099 in (± 0.005 in.), and shall conform to Standard Specification Item No. 406, "Reinforcing Steel." The silt fence fabric shall be securely attached to the posts and the wire support fence with the bottom 12 inches (300 mm) of the material buried in a trench a minimum of 6 inches (150 mm) deep and 6 inches (150 mm) wide to prevent sediment from passing under the fence. When the silt fence is constructed on impervious material, a 12-inch (300-mm) flap of fabric shall be extended upstream from the bottom of the silt fence and weighted to limit particulate loss. No horizontal joints will be allowed in the silt fence fabric. Vertical joints shall be overlapped a minimum of 12 inches (300 mm) with the ends sewn or otherwise securely tied. The silt fence shall be a minimum of 24 inches (0.6 meters) high. Posts shall be embedded a minimum of 12 inches (300 mm) in the ground, placed a maximum of 8 feet (2.4 meters) apart, and set on a slight angle toward the anticipated runoff source. When directed by the Engineer or designated representative, posts shall be set at specified intervals to support concentrated loads. * Per OSHA §1926.701, "all protruding reinforcing steel, onto and into which employees could fall, shall be guarded to eliminate the hazard of impalement". Caps must be large enough to dissipate the forces of impact to prevent impalement from a reasonably foreseeable fall distance. It should be noted that the use of impalement protection caps is but one method of protection; covers or wooden troughs can be another means of meeting the guarding requirement. For City of Austin purposes, this also applies to t-posts and wooden stakes. The silt fence shall be repaired, replaced, and/or relocated when necessary or as directed by the Engineer or designated representative. Accumulated silt shall be removed when it reaches a depth of 6 inches (150 mm). Materials A. Mulching material can be manufactured on or off the project site and may consist of: Mulch Socks: 1.Shredded bark 2.Stump grindings 3.Composted bark B. The mulch shall have the following composition: Section 1.6.2.B Wood Chip Requirements). 1.Wood chips shall be produced from a 3-inch minus screening process (equivalent to TxDOT item 161, Compost, 2.Large portions of silts, clays, or fine sands are not acceptable. 3.The pH of the mulch shall be between 5.5 and 8.5. 4.The organic matter content shall be greater than or equal to 25% on a dry weight basis. C. Mulch material must be free of refuse, physical contaminants and material toxic to plant growth. It is not acceptable for the mulch material to contain ground construction debris, biosolids, manure, or recyclable material. D. Prior to placement, a representative sample of the mulching material must be tested and certified by the project engineer or his/her designee and accepted by the city inspector. E. The sock material mesh opening shall be equal to, or less than 3/8 inch (10 mm), and the material tensile strength shall be equal to or greater than 202 psi (14.2 kg/cm 2 ). Installation A. Use 12 or 18-inch diameter mulch socks for all sediment control applications. This diameter of mulch sock material has proven to be the most consistent for all sediment control applications (TxDOT, April 2006). B. Install mulch socks per Figure 1.4.5.F in the City of Austin Environmental Criteria Manual. C. Mulch socks should be used at the base of slopes no steeper than 2:1 and should not exceed the maximum spacing criteria provided in the following table. ***These notes were taken from the COA municipal code website and are subject to change. The contractor is responsible for verifying all inspection requirements and updated codes and regulation.**** The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Tree Notes 22" X 34" SCALE: 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author SHEET NUMBER: 24.11.2024 22:35:03 A1.5 9'-1 1/2" 23'-5 1/2" 12'-11 1/2" 16'-4 1/2" 3'-8 1/2" 20'-7 1/2" W1.9 36 1/2" x 69" W1.11 84 1/2" x 41" W1.12 84 1/2" x 61" Powder 24 ft² sqft 10' / Tile floor " 2 / 1 9 - ' 4 5'-8" SHOWER D 84" x 32" Master bathroom 158 ft² sqft 10' / Tile floor " 0 1 - ' 4 " 6 - ' 1 1 8 . 1 W " 1 3 x " 2 / 1 0 2 1 " 0 1 - ' 1 " 4 - ' 6 1 D " 2 3 x " 4 8 Master bedroom 293 ft² sqft 10' / Wooden floor 0' - 0" D " 2 3 x " 4 8 " 7 - ' 3 1 " 4 - ' 3 Closet 6'-6" 18'-3" 11'-4 1/2" 0" 17'-0" W1.7 120 1/2" x 68" W1.6 120 1/2" x 241" 9'-2" 13'-5 1/2" 31'-10" 2'-0" 5'-0" 2'-0" MW/OV W1.10 120 1/2" x 31" 65'-7 1/2" t e s o C l Master closet 114 ft² sqft 10' / Wooden floor t e s o C l " 2 / 1 7 - ' 2 1 F D " 2 3 x " 4 8 Kitchen 198 ft² sqft 10' / Wooden floor " 0 1 - ' 3 " 2 - ' 4 D " 2 3 x " 4 8 D 84" x 35" Laundry 63 ft² sqft 10' / Tile floor DR 6'-8" W " 9 - ' 1 2 " 2 / 1 8 - ' 3 D " 2 3 x " 4 8 2'-6" 3'-6" " 4 - ' 3 8'-0" 5'-6" 17'-0" 3'-3 1/2" 3'-4 1/2" 0' - 0" 20'-7" 5'-11" 6'-0 1/2" 17'-0" 9'-4 1/2" 20'-1" 20'-7" 20'-7 1/2" slope " 2 - ' 1 1 " 7 - ' 0 1 " 2 / 1 4 - ' 8 slope " 0 - ' 0 1 " 9 - ' 1 2 " 2 / 1 0 1 - ' 5 " 2 / 1 0 1 - ' 5 " 0 1 - ' 9 " 2 / 1 4 - ' 5 " 9 - ' 4 4 " 2 / 1 9 - ' 7 " 2 / 1 9 - ' 7 " 2 / 1 2 - ' 5 1 G " 9 0 1 x " 2 / 1 6 9 G " 9 0 1 x " 2 / 1 6 9 . 2 1 W " 5 8 x " 2 / 1 4 8 0" 0" 5'-11 1/2" Q B B 9'-0" . 5 1 W " 7 9 x " 2 / 1 6 9 " 3 - ' 7 2 -0' - 4" . 4 1 W " 3 9 1 x " 2 / 1 0 2 1 " 0 - ' 5 " 6 - ' 3 1 " 9 - ' 8 UP 0' - 0" D 84" x 27" Vestibule 186 ft² sqft 10' / Wooden floor Garage 200 ft² sqft Concrete floor -0' - 4" . 1 1 W " 1 6 x " 2 / 1 6 1 1 " 1 1 - ' 3 " 1 1 - ' 3 " 2 3 D x " 4 D 8 84" x 32" " 2 / 1 6 - ' 5 6'-5" 6'-4 1/2" " 6 - ' 8 Powder 51 ft² sqft 10' / Tile Floor Office 184 ft² sqft 10' / Wooden Floor 13'-5" " 2 / 1 7 - ' 4 1 13'-5 1/2" Living / Dining room 725 ft² sqft 10' / Wooden floor 25'-0" 24'-5" 8'-0" FIREPLACE " 0 - ' 8 " 2 / 1 6 - ' 5 " 2 / 1 0 1 - ' 8 8'-2 1/2" 8'-2 1/2" 30'-3 1/2" 5'-2 1/2" 9'-11" W1.3 120 1/2" x 19" W1.13 84 1/2" x 43" 45'-5" " 0 - ' 3 1 " 0 1 - ' 7 2 86'-3" 6" " 3 - ' 0 1 " 0 - ' 7 1 17' x 31'-10" POOL UNDER SEP. PERMIT 40'-10" 40'-10" 40'-10" " 9 - ' 4 4 " 3 - ' 7 2 1 First Floor Plan 1/4" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: First Floor Plan 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:04 SHEET NUMBER: A2.1 R E W O H S D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" 6' height line 6' height line W2.12 60 1/2" x 61" W2.18 60 1/2" x 61" " 9 - ' 4 1 " 2 / 1 3 - ' 7 1 0 1 . 2 W " 1 3 x " 2 / 1 0 3 11'-2 1/2" " 0 - ' 5 " 2 - ' 4 1 Guest bathroom 146 ft² sqft Tile Floor 1 D " 2 3 x " 4 8 " 1 1 - ' 5 1 22'-2 1/2" 11' - 6" 12'-7 1/2" 1 D " 1 3 x " 4 8 7'-2 1/2" " 2 / 1 6 - ' 6 65'-2" 65'-2" W2.11 60 1/2" x 97" Reading room 76 ft² sqft Wooden Floor 11'-10" 7' height line 7' height line Closet 21 ft² sqft Wooden Floor 5'-9 1/2" " 1 - ' 0 1 " 2 / 1 6 - ' 3 DR D1 84" x 48" W . 8 2 W " 7 9 x " 2 / 1 4 8 W2.7 60 1/2" x 31" 1:12 11' - 6" 21'-1" 9'-5" 5'-11" 5'-9" W2.13 42 1/2" x 61" W2.13 42 1/2" x 61" W2.14 42 1/2" x 61" D 11' - 6" " 2 / 1 6 4 x " 2 / 1 2 2 Game room 358 ft² sqft D " 2 / 1 6 4 x " 2 / 1 2 2 " 2 / 1 9 - ' 2 D " 2 / 1 6 4 x " 2 / 1 2 2 18'-7" " 8 - ' 6 D " 2 / 1 6 4 x " 2 / 1 2 2 " 2 / 1 6 - ' 6 1 6' height line 7' height line 7' height line " 8 - ' 8 1 " 3 - ' 9 1 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 6' height line 2'-0" " 0 1 - ' 9 1 2'-7" 11' - 8" . 2 2 W " 6 4 x " 5 8 W2.17 42 1/2" x 61" 1:12 W2.2 60 1/2" x 31" W2.16 42 1/2" x 61" " 9 - ' 6 " 2 - ' 6 D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" Guest bedroom 371 ft² sqft Wooden Floor 6' height line W2.9 40 1/2" x 241" " 6 - ' 9 " 9 - ' 7 1 " 0 - ' 5 " 6 - ' 4 " 2 / 1 4 - ' 2 1 " 2 / 1 4 - ' 5 12'-7" 7'-2 1/2" 18'-0 1/2" " 0 1 - ' 0 1 " 2 / 1 5 - ' 5 7'-3" Hall 109 ft² sqft 9' / Wooden Floor D1 84" x 32" " 2 / 1 2 - ' 3 2 Flex room 321 ft² sqft 9' / Wooden Floor 12'-7" 1 D " 0 6 x " 4 8 D1 84" x 32" 17'-2" Bedroom 1 284 ft² sqft 9' / Wooden Floor " 7 - ' 6 1 1 D " 2 3 x " 4 8 1 D " 2 3 x " 4 8 5'-4" 5'-4 1/2" 16'-4 1/2" 11'-10 1/2" Bedroom 2 265 ft² sqft 9' / Wooden Floor " 7 - ' 6 1 1 D " 2 3 x " 4 8 1 D " 2 3 x " 4 8 " 2 / 1 9 - ' 6 " 2 / 1 9 - ' 9 . 6 2 W " 5 8 x " 2 / 1 4 8 Bathroom 1 49 ft² sqft 9' / Tile Floor Bathroom 2 49 ft² sqft 9' / Tile Floor 5 1 . 2 W " 3 7 x " 2 / 1 2 7 . 3 2 W " 5 8 x " 2 / 1 4 8 " 9 - ' 9 1 " 3 - ' 6 " 2 / 1 1 - ' 6 1 " 2 / 1 4 - ' 2 1 " 2 / 1 4 - ' 5 9'-0" 2'-0" 0" 20'-7" W2.5 24 1/2" x 61" W2.4 24 1/2" x 61" W1.3 120 1/2" x 19" W1.13 84 1/2" x 43" 19'-5 1/2" 5'-4 1/2" 43'-5" " 2 / 1 5 - ' 7 2 1 Second Floor Plan 1/4" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Second Floor Plan 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:05 SHEET NUMBER: A2.3 0" 11' - 6" 45'-10" 19'-10" METAL ROOF (VERIFY WITH OWNER) METAL ROOF (VERIFY WITH OWNER) R E W O H S " 9 - ' 8 SHOWER D 22 1/2" x 46 1/2" 2 1 : 2 D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" METAL ROOF (VERIFY WITH OWNER) 7" 19'-4" 21' - 7 1/2" 6" 6" 18' - 11" 20'-7" 18'-7" 2'-0" METAL ROOF (VERIFY WITH OWNER) 21' - 6" 19' - 10 1/2" D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" 2 1 : 2 METAL ROOF (VERIFY WITH OWNER) " 2 / 18' - 9 1/2" 1 2 - ' 3 2 4:12 4:12 25' - 4" 20' - 0" 20' - 0" METAL ROOF (VERIFY WITH OWNER) METAL ROOF (VERIFY WITH OWNER) " 9 - ' 5 " 9 - ' 1 2 " 9 - ' 1 2 F O O R L A T E M ) R E N W O H T I W Y F R E V ( I D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 METAL ROOF (VERIFY WITH OWNER) 1:12 20'-7" METAL ROOF (VERIFY WITH OWNER) 2 1 : 2 1 2 1 : 2 1 " 0 - ' 1 " 0 - ' 7 " 1 - ' 7 " 1 1 " 3 - ' 5 " 3 - ' 5 11' - 6" " 2 / 1 0 1 - ' 8 " 2 / 1 0 1 - ' 8 " 9 - ' 7 1 4'-5" 10'-2 1/2" 10'-2 1/2" " 3 - ' 7 2 25' - 4" 30' - 10" 30' - 10" METAL ROOF (VERIFY WITH OWNER) FIREPLACE 9'-0" 45'-5" 11' - 6" 0" " 2 / 1 9 - ' 3 " 9 - ' 7 1 F O O R L A T E M ) R E N W O H T I W Y F R E V ( I 2 1 : 2 1 Q B B 1:12 2 1 : 2 1 2 1 : 2 1 11' - 6" " 2 / 1 2 - ' 7 " 2 / 1 6 - " ' 2 1 / 1 6 - ' 1 " 2 / 1 2 - ' 6 " 0 - ' 1 METAL ROOF (VERIFY WITH OWNER) " 9 - ' 8 11' - 6" " 6 - ' 7 1 " 3 - ' 7 2 " 9 - ' 4 4 1 Roof Plan 1/4" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: Roof Plan 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author SHEET NUMBER: 24.11.2024 22:35:06 A2.5 EXEMPTION 12:12 1 2 : 1 2 METAL ROOF (VERIFY WITH OWNER) WHITE STUCCO TOP PLATE (SECOND FLOOR) 635' - 10 1/2" 2 : 1 2 2:12 " 0 - ' 8 " 0 - ' 8 " 0 - ' 9 0° 5.0 4 I E N L Y T R E P O R P ' 5 1 " 0 - ' 0 1 " 2 - ' 1 EXISTING GRADE EXISTING GRADE " 1 1 N E # 3 C M M Z O N E # 2 M Z O C M N E # 1 M Z O C M " 0 - ' 7 " 0 - ' 0 1 WHITE STUCCO 4 5 . 0 0 ° " 2 / 1 1 1 - ' 5 2 I = T H G E H G N D L U B I I 2 ND FL F.F.E. 626' - 10 1/2" TOP PLATE (FIRST FLOOR) 625' - 4 1/2" I E N L Y T R E P O R P I E N L Y T R E P O R P ' 5 1 MAX BUILDING HEIGHT 641' - 3 5/8" AGG HEIGHT PT 616' - 6 3/8" PRIMARY F.F.E. 615' - 4 1/2" AGG 615' - 3 7/8" AGG LOW PT 614' - 1 7/16" EXISTING GRADE 1 NORTH ELEVATION 3/8" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: North Elevation 22" X 34" SCALE: 3/8" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:13 SHEET NUMBER: A3.1 40'-0" MCMANSION ZONE #3 40'-0" MCMANSION ZONE #2 40'-0" MCMANSION ZONE #1 MAX BUILDING HEIGHT 641' - 3 5/8" TOP PLATE (SECOND FLOOR) 635' - 10 1/2" " 2 / 1 1 1 - ' 5 2 I 2 ND FL F.F.E. = T H G E H G 626' - 10 1/2" N TOP PLATE (FIRST FLOOR) D L U B 625' - 4 1/2" I I AGG HEIGHT PT 616' - 6 3/8" PRIMARY F.F.E. 615' - 4 1/2" AGG 615' - 3 7/8" AGG LOW PT 614' - 1 7/16" " 1 - ' 1 METAL ROOF (VERIFY WITH OWNER) " 0 1 - ' 5 " 0 - ' 0 1 1 WEST ELEVATION 1/4" = 1'-0" EXISTING GRADE I E N L G N D L U B I I METAL ROOF (VERIFY WITH OWNER) WHITE STUCCO " 0 - ' 9 " 0 - ' 0 1 WHITE STUCCO BRICK IMITATION " 4 - ' 1 " 2 / 1 1 - ' 1 EXISTING GRADE The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: West Elevation 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:20 SHEET NUMBER: A3.2 12:12 1 2 : 1 2 N E # 3 C M M Z O N E # 2 M Z O C M N E # 1 M Z O C M METAL ROOF (VERIFY WITH OWNER) EXEMPTI ON 2 : 1 2 2:12 WHITE STUCCO 1 1:1 2 1 1:1 2 " 0 - ' 6 0° 5.0 4 BRICK IMITATION BRICK IMITATION " 0 - ' 8 " 6 - ' 8 BRICK IMITATION " 3 - ' 1 " 8 - ' 9 " 0 - ' 8 " 2 / 1 1 - ' 1 I E N L Y T R E P O R P ' 5 1 " 1 1 MAX BUILDING HEIGHT 641' - 3 5/8" TOP PLATE (SECOND FLOOR) 635' - 10 1/2" 2 ND FL F.F.E. 626' - 10 1/2" TOP PLATE (FIRST FLOOR) 625' - 4 1/2" AGG HEIGHT PT 616' - 6 3/8" PRIMARY F.F.E. 615' - 4 1/2" AGG 615' - 3 7/8" AGG LOW PT 614' - 1 7/16" 4 5 . 0 0 ° " 2 / 1 1 1 - ' 5 2 I = T H G E H G N D L U B I I I E N L Y T R E P O R P 1 SOUTH ELEVATION 3/8" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: South Elevation 22" X 34" SCALE: 3/8" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:28 SHEET NUMBER: A3.3 40'-0" MCMANSION ZONE #1 40'-0" MCMANSION ZONE #2 40'-0" MCMANSION ZONE #3 4 : 1 2 4:12 WHITE STUCCO METAL ROOF (VERIFY WITH OWNER) " 0 - ' 6 BRICK IMITATION " 0 " 2 / 1 8 " 2 / 1 5 EXISTING GRADE " 0 - ' 0 1 WHITE STUCCO " 0 - ' 0 1 WHITE STUCCO " 0 - ' 0 1 " 0 - ' 0 1 EXISTING GRADE " 2 - ' 1 I E N L G N D L U B I I " 1 1 MAX BUILDING HEIGHT 641' - 3 5/8" TOP PLATE (SECOND FLOOR) 635' - 10 1/2" " 2 / 1 1 1 - ' 5 2 2 ND FL F.F.E. 626' - 10 1/2" TOP PLATE (FIRST FLOOR) 625' - 4 1/2" " 2 / 1 1 1 - ' 5 2 I = T H G E H G N D L U B I I AGG HEIGHT PT 616' - 6 3/8" PRIMARY F.F.E. 615' - 4 1/2" AGG 615' - 3 7/8" AGG LOW PT 614' - 1 7/16" 1 EAST ELEVATION 1/4" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: East Elevation 22" X 34" SCALE: 1/4" = 1'-0" 11" X 17" SCALE: HALF SCALE ISSUES DATE: DRAWN BY: Author 24.11.2024 22:35:35 SHEET NUMBER: A3.4 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 e n i l t h g e h i ' 6 C B D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 D " 2 / 1 6 4 x " 2 / 1 2 2 e n i l t h g e h i ' 6 e n i l t h g e h i ' 6 e n i l t h g e h i ' 7 e n i l t h g e h i ' 7 572 SF D 22 1/2" x 46 1/2" 740 SF D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" A e n i l t h g e h i ' 6 e n i l t h g e h i ' 7 e n i l t h g e h i ' 7 e n i l t h g e h i ' 6 D 22 1/2" x 46 1/2" D 22 1/2" x 46 1/2" 1 House Attic Exemption 3/16" = 1'-0" Attic Legend Area with ceiling height > 5'-0" - 7'-0": 740 SF Area with ceiling height 7'-0" or greater: 572 SF 7'-0" A.F.F. 6'-0" A.F.F. Total attic area = 1312 SF (100 %) 0'-0" A.F.F. 1 1:1 2 1 1:1 2 " 0 - ' 6 1 1:1 2 " 0 - ' 7 " 0 - ' 6 2 Attic Section A-A 3/8" = 1'-0" 1 2 : 1 2 2:12 " 2 / 1 6 - ' 8 " 0 - ' 7 " 0 - ' 7 " 0 - ' 6 12:12 " 1 - ' 3 3 Attic Section B-B 3/8" = 1'-0" 2 : 1 2 2:12 " 0 - ' 6 " 0 - ' 7 " 0 - ' 7 7'-0" A.F.F. 6'-0" A.F.F. 0'-0" A.F.F. 7'-0" A.F.F. 6'-0" A.F.F. 0'-0" A.F.F. 4 Attic Section C-C 3/8" = 1'-0" The drawings, specifications, ideas , designs, and arrangements presented herein are and shall remain the property of Urban Building Services of Texas LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they were prepared and developed without the written consent of Urban Building Services of Texas LLC. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions. H T 0 3 2 0 7 - -1 N O I T A M R O F N I T C E J O R P CONSTRUCTION DOCUMENTS DRAWING TITLE: House Attic Exemption 22" X 34" SCALE: As indicated 11" X 17" SCALE: HALF SCALE ISSUES DATE: 24.11.2024 22:35:36 DRAWN BY: Author SHEET NUMBER: A4.1