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HomeMy WebLinkAboutOrdinances (O-26-2374)-07/21/2026Exhibit "B" - Site Plan and Elevations ACTUAL 1/4"=1' JOHN CULLEN G. S. DETACHED GARAGE SERVICES 8000 US 380 S#100, Crossroads,TX,76277  P: 469-879-6130 | www.thedrafterguy.com RESIDENTIAL COMMERCIAL PLANS REV DESCRIPTION DATE --- --- --- --- --- --- --- --- --- SHEET NUMBER: SCALE DA TE PREPARED BY SHEET TITLE OWNER/CLIENT/ TENANT ADDRESS PROJECT NAME 3505 BLUE QUAIL LN, COLLEYVILLE, TX, 76034 SHEET SIZE 24"X36" © 2025 G. S. CHECKED BY G.100 7/20/2026 COVER PAGE DETACHED GARAGE AT 3505 BLUE QUAIL, COLLEYVILLE, TX, 1.THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ARCHITECT. 2.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, LOCAL, AND STATE CODES AND AMENDMENTS 3.- 4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 5.ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING, IMMEDIATELY. 6.IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 7.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 8.CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME. 9.CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 10.THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS AND INFORMATION REQUIRED FOR THE INTERIOR FINISHES OF THE PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER. 11.STORE MATERIALS IN SPACES DESIGNATED BY OWNER. 12.REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN CLEAN AND SAFE PROJECT. 13.ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER. 14.- 15.THE OWNER SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OR APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THESE CONTRACT DOCUMENTS. HE OR SHE SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. 16.THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER AND ARCHITECT, OR OWNER, ARCHITECT AND ENGINEER. 17.DRYWALL INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING AND CORRECT STUD SPACING. 18.THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, OPENINGS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE STARTING ANY CONSTRUCTION RELATED TO SAID WORK AND/OR EQUIPMENT. 19.ALL MATERIALS SHALL BE NEW AND OF PREFERRED DOMESTIC MANUFACTURE AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR RECOMMENDATIONS UNLESS INDICATED OTHERWISE IN THE DRAWINGS AND SPECIFICATIONS. ANY CONFLICT FOUND BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE DRAWINGS OR SPECIFICATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER/ARCHITECT PRIOR TO INSTALLATION. GENERAL NOTES: ABBREVIATIONS LEGEND ABV – ABOVE LIV – LIVING ROOM ADJ – ADJACENT LVL – LAMINATED VENEER LUMBER AFF – ABOVE FINISHED FLOOR MAX – MAXIMUM ALT – ALTERNATE MECH – MECHANICAL APPROX – APPROXIMATELY MIN – MINIMUM AS-BLT – AS BUILT NIC – NOT IN CONTRACT CL – CENTERLINE NOS – NOSING CLR – CLEAR / CLEARANCE NTS – NOT TO SCALE CMU – CONCRETE MASONRY UNIT OC – ON CENTER CONC – CONCRETE OPNG – OPENING CONT – CONTINUOUS PAN – PANTRY DBL – DOUBLE PL – PROPERTY LINE DIM – DIMENSION PT – PRESSURE TREATED DN – DOWN REQ’D – REQUIRED DW – DRYWALL RO – ROUGH OPENING EQ – EQUAL ROOF – ROOF EXIST – EXISTING SD – STORM DRAIN / SLIDING DOOR FF – FINISHED FLOOR SOG – SLAB ON GRADE FFE – FINISHED FLOOR ELEVATION STOR – STORAGE FLR – FLOOR T&G – TONGUE AND GROOVE FUT – FUTURE TOS – TOP OF SLAB GWB – GYPSUM WALL BOARD TOB – TOP OF BEAM HDR – HEADER TOP – TOP OF PLATE HT – HEIGHT TOW – TOP OF WALL HVAC – HEATING, VENTILATION & AC TYP – TYPICAL INFO – INFORMATION UNO – UNLESS NOTED OTHERWISE KIT – KITCHEN VAR – VARIES LAV – LAVATORY VB – VAPOR BARRIER WC – WATER CLOSET WD – WOOD WIC – WALK-IN CLOSET CODE SUMMARY APPLICABLE CODES IN EFFECT FOR CITY OF COLLEYVILLE,TX ADOPTED CODE 2024 INTERNATIONAL RESIDENTIAL CODE (IRC) 2024 INTERNATIONAL MECHANICAL CODE (IMC) 2024 INTERNATIONAL PLUMBING CODE (IPC) 2023 NATIONAL ELECTRICAL CODE (NEC) 2024 INTERNATIONAL FIRE CODE PROJECT DATA SCOPE OF WORK: 1- DETACHED GARAGE OWNER: JOHN CULLEN PROJECT ADDRESS: 3505 BLUE QUAIL LN, COLLEYVILLE, TX, 76034 LEGAL ADDRESS: QUAIL CREST ESTATES, LOT 7 -------------------------------- EXISTING LIVING SPACE: 2,368 SQ FT PROPOSED DETACHED GARAGE: 880 SQ FT LAND: 0.37 ACRES 26.7' 10.4' 6.0'29.4'32.3'11.4'6.8' 22.2'10' SETBACK10' SETBACK30' BL LOT 8 LOT 2 LOT 4 LOT 5 LOT 6 ONE STORY BRICK AND FRAME LOT 7 6' EA BLUE QUAIL LANE ACS 88°56'00" W 160'S 88°56'00" W 160'NORTH 100' SOUTH 100'N1/4"=1' JOHN CULLEN G. S. DETACHED GARAGE SERVICES 8000 US 380 S#100, Crossroads,TX,76277  P: 469-879-6130 | www.thedrafterguy.com RESIDENTIAL COMMERCIAL PLANS REV DESCRIPTION DATE --- --- --- --- --- --- --- --- --- SHEET NUMBER: SCALE DA TE PREPARED BY SHEET TITLE OWNER/CLIENT/ TENANT ADDRESS PROJECT NAME 3505 BLUE QUAIL LN, COLLEYVILLE, TX, 76034 SHEET SIZE 24"X36" © 2025 G. S. CHECKED BY A.101 7/20/2026 SITE PLAN SCALE:1"=10' SITE PLAN01 A.101 01 A.101 RETAINING WALL REMOVE SHED REMOVE PAVEMENT TO SHED PROPOSED DETACHED GARAGE EXISTING DRIVEWAY GFCI GFCI GFCI 3'-0"16'-0"3'-0" 22'-9"EQEQEQEQ11'-0"EQ 22'-0"40'-3 1/2"26.7'10'-2"EQ3'-0"10'-2"3'-0"EQ1'-0"1'-0"21'-1" X 39'-0" GARAGE EP D01D01 Top of Subfloor - Foundation -3 1/2" Highest Ridge 13'-6 1/8" D01D01 W01W01W01W01 Header 6'-7" Top of Plate 8'-1 1/8" Highest Ridge 13'-6 1/8" W01W01W01W01 W02W02W02W02W02W02 D02D02 Header 6.6' Ridge 13.5'6'-10 1/2"W02W02W02W02W02W02 D02D02 W01W01W01W01 DOOR SCHEDULE NUMBER QTY LABEL WIDTH HEIGHT DESCRIPTION COMMENTS D01 1 16070 192"84"GARAGE-GARAGE DOOR P02 D02 1 3068 36"80"EXT. HINGED-SLAB WINDOW SCHEDULE NUMBER QTY LABEL WIDTH HEIGHT DESCRIPTION COMMENTS W01 3 2630SH 30"36"SINGLE HUNG W02 3 3040SH 36"48"SINGLE HUNG 1/4"=1' JOHN CULLEN G. S. DETACHED GARAGE SERVICES 8000 US 380 S#100, Crossroads,TX,76277  P: 469-879-6130 | www.thedrafterguy.com RESIDENTIAL COMMERCIAL PLANS REV DESCRIPTION DATE --- --- --- --- --- --- --- --- --- SHEET NUMBER: SCALE DA TE PREPARED BY SHEET TITLE OWNER/CLIENT/ TENANT ADDRESS PROJECT NAME 3505 BLUE QUAIL LN, COLLEYVILLE, TX, 76034 SHEET SIZE 24"X36" © 2025 G. S. CHECKED BY A.102 7/20/2026 PLANS SCALE1/4"=1' FLOOR PLAN01 A.102 01 A.102 SCALE1/4"=1' WEST ELEVATIONE1 A.102 E1 A.102 SCALE1/4"=1' RIGHT SIDE ELEVATIONE3 A.102 E3 A.102 SCALE1/4"=1' LEFT SIDE ELEVATIONE4 A.102 E4 A.102 SCALE1/4"=1' EAST ELEVATIONE2 A.102 E2 A.102 DIMENSIONS FROM FACE OF FRAME TO FACE TO FRAME; UNLESS SPECIFIED OTHERWISE 12" OVERHANG LP SMARTSIDE VERITICAL PANEL SIDING WOOD ENGINEERED FASCIA AND SOFFIT WOOD ENGINEERED TRIM BRD 16'-0" X 84" OVERHEAD GARAGE DOOR 12" OVERHANG 12" OVERHANG 12" OVERHANG DETACHED ACCESSORY GARAGE NOTES DETACHED ACCESSORY GARAGE SERVING EXISTING RESIDENCE. NON-CONDITIONED STRUCTURE FOR PARKING AND STORAGE ONLY. BUILDING AREA 880 SQUARE FEET (22' X 40'). INSTALL MATERIALS PER MANUFACTURER INSTRUCTIONS. PROVIDE WEATHER-RESISTIVE BARRIER BEHIND EXTERIOR SIDING. WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. USE STRUCTURE SHALL NOT BE USED AS DWELLING OR HABITABLE SPACE. FRAMING EXTERIOR WALLS 2X6 STUDS @ 16" O.C., DOUBLE TOP PLATE. HEADERS PER IRC TABLE R602.7 OR ENGINEERED DESIGN. PROVIDE APPROVED CONNECTORS AND ANCHORS. ANCHOR BOLTS 1/2" DIA. @ 6'-0" O.C. MAX AND WITHIN 12" OF ENDS. PROVIDE REQUIRED BLOCKING AT BEARING POINTS. ROOF 12" EAVES TYPICAL. MINIMUM 7/16" ROOF SHEATHING, PROVIDE DRIP EDGE AT EAVES AND RAKES. ATTIC VENTILATION PER IRC , ASPHALT SHINGLES OR APPROVED EQUIVALENT. EXTERIOR FINISH LP SMARTSIDE SIDING OR APPROVED EQUAL. FLASH ALL OPENINGS AND PENETRATIONS. CORROSION RESISTANT FASTENERS AND TRIM. INTERIOR INTERIOR UNFINISHED. NO DRYWALL OR INSULATION. FOUNDATION CONCRETE FOUNDATION PER APPROVED FOUNDATION PLAN. MINIMUM 3,000 PSI CONCRETE. PROVIDE ANCHOR BOLTS AS NOTED. CONTROL JOINTS AT 10'-0" MAX SPACING. ELECTRICAL (2023 NEC) GENERAL PROVIDE 120V 20-AMP RECEPTACLE CIRCUIT. ALL 125-250V RECEPTACLES GFCI PROTECTED. PROVIDE MAIN BREAKER ELECTRICAL PANEL AT DETACHED GARAGE. 4-WIRE FEEDER (H-H-N-G). EQUIPMENT GROUNDING CONDUCTOR REQUIRED, NEUTRAL ISOLATED FROM GROUND IN SUBPANEL. PROVIDE GROUNDING ELECTRODE SYSTEM: TWO GROUND RODS MIN. 6'-0" APART UNLESS ≤25 OHMS. GROUNDING ELECTRODE CONDUCTOR SIZED PER NEC. PROVIDE DISCONNECT AT STRUCTURE (MAIN BREAKER ACCEPTABLE). BOND ALL METAL BOXES AND EQUIPMENT. DOOR TO BE CENTERED ON POOL GARAGE OPENER INSTALL PER MANUFACTURER SPECS BRICK VENEER WATER TABLE BRICK VENEER BRICK VENEER 42" BRICK WAINSCOT42" BRICK WAINSCOT