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Home My WebLink AboutSFRA2025-001199L I N E F O R D O C U M E N T B I N D I N G STRUCTURAL CONTRACTOR MEP ARCHITECT CITY OWNER 3/ 1 9 / 2 0 2 5 3 : 5 8 : 0 1 P M Friede Addition 2837 Placid Cir. Grapevine, TX 76051 ISSUE FOR PERMIT | 03/17/2025 DRAWINGS COMPLETED FOR Brashear Construction VINSON ENGINEERING CONSULTANTS, LLC 3629 THERONDUNN CT. PLANO, TX 75203 CONTACT: MATT VINSON 817-975-6242 (TEL) Brashear Construction & Design Josh Brashear 214-404-9738 josh@brashearconstructiondesign.com Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 CONTACT: Morgan Friede 210-771-7680 (TEL) morganfriede@gmail.com Justin Drabek, AIA 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 CONTACT: Justin A. Drabek, AIA 469.544.3545 (TEL) Justin@texture-studio.com CITY OF GRAPEVINE DEPARTMENT: BUILDING INSPECTION OFFICES 200 S Main St, Grapevine, TX 76051 (817) 410-3165 (TEL) G0 - 0 0 - C O V E R S H E E T 07/24/202303/19/202503/17/2025 FIRST FLOOR CONDITIONED 3,938 S.F. NEW ADDITION 603 S.F. GRAND TOTAL AREA 4,541 S.F. AREA CALCULATIONS SHEET INDEX SHEET NUMBER SHEET NAME Discipline 03 / 1 7 / 2 0 2 5 - I S S U E F O R P E R M I T 01-GENERAL G0-00 COVER SHEET 01-GENERAL ● G0-01 INDEX OF DRAWINGS 01-GENERAL ● G0-02 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & GEN NOTES 01-GENERAL ● 04-ARCHITECTURAL A1-01 SITE PLAN & LEVEL 01 PLAN 04-ARCHITECTURAL ● A2-01 DEMO, CONST, RCP & ROOF PLANS 04-ARCHITECTURAL ● A11-01 EXTERIOR ELEVATIONS, DOOR & WINDOW SCHEDULE 04-ARCHITECTURAL ● A30-01 ARCHITECTURAL SECTION & DETAILS 04-ARCHITECTURAL ● 05 STRUCTURAL S1 GENERAL NOTES 05 STRUCTURAL ● S20 FOUNDATION PLAN 05 STRUCTURAL ● S21 FLOOR FRAMING PLAN 05 STRUCTURAL ● S22 CEILING FRAMING PLAN 05 STRUCTURAL ● S23 ROOF FRAMING PLAN 05 STRUCTURAL ● S24 WIND BRACING PLAN 05 STRUCTURAL ● S25 WIND BRACING PLAN 05 STRUCTURAL ● S40 FRAMING DETAILS 05 STRUCTURAL ● S41 FRAMING DETAILS 05 STRUCTURAL ● S42 FRAMING DETAILS 05 STRUCTURAL ● S43 FRAMING DETAILS 05 STRUCTURAL ● S44 FRAMING DETAILS 05 STRUCTURAL ● S50 WIND BRACING DETAILS 05 STRUCTURAL ● S51 WIND BRACING DETAILS 05 STRUCTURAL ● ARCHITECT PROJECT MANAGER CONTRACTOR STRUCTURAL OWNER CITY OF DALLAS Friede Addition 2837 Placid Cir. Grapevine, TX 76051 03/11/2025 PROJECT #2505 ISSUE FOR PERMIT Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 210-771-7680 (TEL) CONTACT: Morgan Friede morganfriede@gmail.com VINSON ENGINEERING CONSULTANTS, LLC 3629 THERONDUNN CT. PLANO, TX 75203 817-975-6242 (TEL) CONTACT: MATT VINSON Brashear Construction & Design 214-404-9738 (TEL) CONTACT: Josh Brashear josh@brashearconstructiondesign.com CITY OF GRAPEVINE DEPARTMENT: BUILDING INSPECTION OFFICES 200 S Main St, Grapevine, TX 76051 (TEL)(817) 410-3165 Justin Drabek, AIA 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 469.544.3545 (TEL) CONTACT: Justin A. Drabek, AIA Justin@texture-studio.com Brashear Construction & Design 214-404-9738 (TEL) CONTACT: Josh Brashear josh@brashearconstructiondesign.com PROJECT DATA CITY OF GRAPEVINE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) AND AMENDMENTS 2020 NATIONAL ELECTRICAL CODE (NEC) AND AMENDMENTS 2021 INTERNATIONAL MECHANICAL CODE AND AMENDMENTS 2021 INTERNATIONAL PLUMBING CODE AND AMENDMENTS 2021 INTERNATIONAL FIRE CODE AND AMENDMENTS R7.5(A) RESIDENTIAL - SINGLE FAMILY ● CODES/ LAWS: ZONING: CONSTRUCTION TYPE: WALLS - WOOD FRAME CONSTRUCTION ROOF - ASPHALT SHINGLES, STANDING SEAM ROOF. KEY DISCIPLINE 15/A11-01 A -ARCHITECTURE C -CIVIL L -LANDSCAPE S -STRUCTURAL NUMBER OF PLAN, DETAIL, ETC. ON SHEET DRAWING SERIES GENERAL NOTES 1. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS. 2. DO NOT SCALE THE DRAWING. IF DIMENSIONS ARE IN QUESTION. OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING. 3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF FINISH OF INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND TO FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF EXISTING WALLS AND TO FINISH FACE OF NEW STUD WALLS, UNLESS OTHERWISE INDICATED. 4. FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND FURNISHINGS. COORDINATE WITH THE OWNER ON DELIVERY ANDINSTALLATION OF OF/CI EQUIPMENT. MINIMUM REQUIRED OPENINGS AND ACCESSIBLE ROUTES TO THE INSTALLATION AREA SHALL BE COORDINATED WITH THE SUPPLIER. 5. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB UNLESS OTHERWISE NOTED. 6. GC TO ABIDE BY ALL CURRENT BUILDING CODES THROUGHOUT DURATION OF THE PROJECT. 7. WHERE NEW GYPSUM BOARD PARTITIONS ARE A CONTINUATI ON OF AN EXISTING PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH THE FACE OF THE EXISTING SURFACE. WHERE A ONE HOUR PARTITION IS SHOWN AS A CONTINUATION OF A TWO-HOUR PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE GYPSUM BOARD SHALL BE OFFSET AS REQUIRED TO PROVIDE FACE ALIGNMENT OFGYPSUM BOARD ON BOTH SIDES. 8. LEVEL FLOORS SO THAT THEY DO NOT EXCEED A ¼" VARI ANCE IN A 10'-0" RADIUS. 9. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES WITH THE EXCEPTION OF PIPI NG IN STAIRWAYS, EQUIPMENT ROOMS AND POWERHOUSE. COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS. 10. ALL EXTERIOR STEEL HANDRAILS, GUARDRAILS, AND BOLLARDS SHALL BE GALVANIZED AND PAINTED UNLESS OTHERWISE NOTED. 11. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ON A WALL ARE TO BE CONTINUOUS FOR THE LENGTH AND HEIGHT OF A PARTITION. 12. APPROVE FLOOR OUTLET LOCATIONS WITH ARCHITECT AND BUILDING MANAGEMENT PRIOR TO CORE DRILLING. 13. OPENINGS IN A RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES SHALL BE SEALED WITH A FIRE RESISTANT JOINT SYSTEMS OR PROTECTED WITH A FIRE RATED CHASE. 14. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED. 15. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. 16. SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT. 17. COORDINATE LOCATION OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT WORK, INCLUDING MATERIALS AND OTHER CONTI GUOUS SEALANTS. 18. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, EXTERIOR WINDOW FRAMES, AND CABINET WORK WITH ADJACENT MATERIALS. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE RATED WALL, FLOOR, AND CEILING ASSEMBLIES. FRONT YARD 30' SETBACK SIDE YARD 6' SETBACK BACK YARD 25' SETBACK SETBACKS: DRAWING NUMBERING KEY 1 DWELLING UNIT - NO MAXIMUM DENSITY MAX 35'-0" HEIGHT NOT CHANGED MAX LOT COVERAGE SHEET NUMBER Project Texture Design Studio Consultants No.Description Date ISSUE: STRUCTURAL CIVIL MEP/IM CONTRACTOR LANDSCAPING OWNER PROJECT MANAGER 3/ 1 9 / 2 0 2 5 3 : 5 8 : 0 2 P M G0-01 Friede Addition INDEX OF DRAWINGS VINSON ENGINEERING CONSULTANTS, LLC3629 THERONDUNN CT. PLANO, TX 75203 Brashear Construction & Design Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 2837 Placid Cir. Grapevine, TX 76051 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 469.544.3545 (TEL) CONTACT: Justin A. Drabek, AIA Justin@texture-studio.com 1 ISSUE FOR PERMIT 03/17/2025 THIS PROJECT WAS DESIGNED AS A BUILDER SET. A “BUILDER’S SET” IS A SET OF PLANS IS INTENDED TO CONVEY DESIGN INTENT AND ALLOW FOR CITY PERMITTING PROCESS, BUT IS NOT INTENDED TO BE A COMPLETE, FULLY SPECIFIED AND ENGINEERED SET OF CONSTRUCTION DRAWINGS. A “BUILDER’S SET” ASSUMES THAT EXTENSIVE DETAILING, MATERI AL SELECTIONS, STRUCTURAL AND MEP DESIGN WILL BE LEFT UP TO THE BUILDER’S DISCRETION AND EXECUTION AFTER THE SET HAS PASSED THRU THE PERMIT PROCESS. THE FOLLOWING DRAWINGS PRESENTED IN THE CONSTRUCTION DOCUMENT SET ARE OUTLINED UNDER THE CONSTRUCTION DOCUMENT PHASE WITHIN THIS PROPOSAL. NOTE: 07/24/202303/19/202503/17/2025 SYMBOLS LEGEND WINDOW TYPE SYMBOL INTERIOR GLAZING SYSTEM TAG (NUMERIC) EXTERIOR GLAZING SYSTEM TAG (ALPHA) LOUVER TYPE IDENTIFIER (ALPHA AND NUMERIC) PARTITION TAG FLOOR DRAIN ROOF DRAIN AND OVERFLOW DRAIN OVERFLOW DRAINROOF DRAIN GLAZING TAG GLAZING DESIGNATION ARCHITECTURAL WOODWORK NO BOX INDICATES ARCHITECTURAL WOODWORK REF A60-01 FOR ARCHITECTURAL WOODWORK SECTIONS AND DETAILS CABINET WIDTH CABINET TYPE EXISTING PARTITION / ITEM TO REMAIN NEW PARTITION / ITEM EXISTING TO BE REMOVED COLUMN GRID DESIGNATION NEW GRID EXISTING GRID NOTE TAGS "NOTES BY NUMBER" SPECIFICATIO N KEYNOTES BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL / DETAIL SECTION TAGS SECTION DESIGNATION SHEET NUMBER SHEET NUMBERDETAIL DESIGNATION ENLARGED PLAN TAG PLAN OR DETAIL DESIGNATION SHEET NUMBER EXTERIOR ELEVATION TAG ELEVATION DESIGNATION SHEET NUMBER INTERIOR ELEVATION TAG SINGLE INTERIOR ELEVATION TAG ELEVATION DESIGNATION SHEET NUMBER DOOR IDENTIFICATION TAG DOOR DESIGNATOR ROOM NUMBER (THAT DOOR SWINGS INTO) EQUIPMENT DESIGNATION EQUIPMENT TAG OWNER PROVIDED EQUIPMENT/ ITEM CONTRACTOR PROVIDED EQUIPMENT/ ITEM TOILET ACCESSORY TAG MATERIALS AT LARGE SCALES ABBREVIATIONS LEGEND NOTE 1: ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION NOTE 2: ABBREVIATIONS MAY BE DIFFERENT WHEN A PART OF A LEGEND SYMBOLS & AND ANGLE @ AT x BY (LOWERCASE) CENTER LINE [ CHANNEL X° DEGREE Ø DIAMETER ╩ DOUBLE ANGLE # NUMBER, POUNDS PROPERTY LINE ± PLUS OR MINUS SQUARE FEET ZEE COLUMN; TUBE / DIVIDED BY MAXIMUM MINIMUM RANGE PL ?XX L1 __________ A-XXX X 301A FD TA1 XX AX-XXA SIM XX AX-XXA SIM XX AX-XXA SIM 1 XX AX-XXA SIM A-XXX X Ref X Re f X Re f X Ref GL-1 FT XX/A-XXX Ref A1 24". EXISTING TO REMAIN. REFERENCE ENTIRE DOCUMENTS FOR ADDITIONAL WORK IN THIS AREA CL A 1 XX A-XXX Ref NORTH ARROW TRUE NORTH ARROW PROJECT NORTH ARROW 1 1.2 A 2 A UNDISTRUBED SOIL SAND STEEL STRUCTURAL CONCRETE CONTINUOUS WOOD FRAMING STRUCTURAL CLAY TILE ALUMINUM/ORNAME NTAL METAL CONCRETE MASONRY UNIT BRICK, COMMON FACE CUT STONE TERRAZZO ASPHALT GRAVEL, POROUS FILL FINISH WOODWORK GYPSUM WALLBOARD BLOCKING OR SHIM WATERPROOFING/ DAMPROOFING/ AIR/ MOISTURE BARRIER RIGID INSULATION PARTICLE BOARD PLYWOOD COMPACTED FILL/SOIL LIGHTWEIGHT CONCRETE CAST STONE BRICK, GLAZED ? ? FIRE RATED SHAFT ENCLOSURE GLASS GYPSUM WALLBOARD LEAD-LINED BATT INSULATION BOARD ACOUSTICAL CEILING SPRAY-ON FIREPROOFING OR INSULATION GLASS BLOCK WOOD FLOORING EXTERIOR SHEATHING SOLID SURFACING EIFS PLASTER STUCCO W/ METAL LATH XXXXX CONTRACTOR INSTALLED EQUIPMENT/ ITEM CONTRACTOR FURNISHED EQUIPMENT/ ITEM A/C AIR CONDITION(ING)(ED) ACC ACCESSIBLE ACST ACOUSTIC(AL) AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ADJ ADJUSTABLE/ ADJACENT AFC ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AGGR AGGREGATE AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZE(D) APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECT(URAL), ARCHITECT ASPH ASPHALT ATC ACOUSTICAL TILE CEILING AUTO AUTOMATIC AWT ACOUSTICAL WALL TREATMENT B/B BACK TO BACK BC BACK OF CURB BD BOARD BITUM BITUMINOUS BLDG BUILDING BM BEAM/ BENCHMARK BOT/ BOTTOM OF BSMT BASEMENT BUR BUILT-UP ROOFING CAB CABINET CB CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CEM CEMENT CF/CI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED, OWNER INSTALLED CFM CUBIC FEET PER MINUTE CFMF COLD-FORMED METAL FRAMING CG CORNER GUARD CI CAST IRON, CURB INLET CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR cm CENTIMETER CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN CONC CONCRETE CONF CONFERENCE COORD COORDINATE CORR CORRIDOR CP CARPET CPT CARPET TILES CT CERAMIC TILE CTR CENTER/CONTOUR CU CUBIC CW COLD WATER PIPING/ CHEMICAL WASTELINE D DEEP, DEPTH, PENNY (NAIL) DBL DOUBLE DEG DEGREE DEMO DEMOLISH, DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER (EXTERIOR) DIAG DIAGONAL DIFF DIFFUSER/ DIFFERENCE DIM DIMENSION DISP DISPENSER DIV DIVISION DL DEAD LOAD DR DOOR/ DRAIN DS DOWNSPOUT DW DISHWASHER DWG DRAWING E EAST EA EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELAST ELASTOMERIC ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY EMER SHR EMERGENCY SHOWER ENGR ENGINEER ENTR ENTRANCE EO ELECTRIC OUTLET EOS EDGE OF SLAB EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT ETC ET CETERA EW EACH WAY EWC ELECTRIC WATER COOLER EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR, EXTERNAL F/F FACE TO FACE FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH(ED) FF EL FINISHED FLOOR ELEVATION FLR FLOOR FLUOR FLUORESCENT FO FINISHED OPENING FOC FACE OF CURB FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF SLAB/ FACE OF STUD FP FIRE PROTECTION/ FIREPROOF FRTW FIRE RETARDANT TREATED WOOD FT FOOT (FEET)/ FIRE TREATED FTG FOOTING FURG FURRING FURN FURNISH, FURNITURE FUT FUTURE FV FIELD VERIFY GA GAGE GALV GALVANIZED GEN GENERAL GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GL GLASS GL BLK GLASS BLOCK GR LN GRADE LINE GRFL GROUND FLOOR GSB GYPSUM SHEATHING BOARD GT GREASE TRAP GYP BD GYPSUM BOARD GYP PLAS GYPSUM PLASTER H HIGH HB HOSE BIBB HC HOLLOW CORE HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HPT HIGH POINT HSKPG HOUSEKEEPING HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER ID INSIDE DIAMETER INCAND INCANDESCENT INSUL INSULATION INT INTERIOR INV INVERT JAN CLO JANITOR'S CLOSET KIT KITCHEN L LONG, LENGTH LAM LAMINATE(D) LAU LAUNDRY LAV LAVATORY LB POUND(S) LF LINEAR FOOT, (FEET) LH LEFT HAND LIB LIBRARY LKR LOCKER LL LIVE LOAD LONG LONGITUDINAL LOC LOCATION LPT LOW POINT LT LIGHT LVR LOUVER M METER MACH MACHINE MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL, ELECTRICAL, PLUMBING @ FIRE PROTECTION MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MHO MAGNETIC HOLD OPEN MIN MINIMUM MISC MISCELLANEOUS MKR BD MARKER BOARD mm MILLIMETER MO MASONRY OPENING MTL METAL N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O/O OUT TO OUT OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OFF OFFICE OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN PA PUBLIC ADDRESS PAR PARAPET, PARALLEL PCC PRE-CAST CONCRETE PERF PERFORATED PERP PERPENDICULAR PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLYWD PLYWOOD PNT PAINT POL POLISHED PR PAIR PREFAB PREFABRICATE(D) PROJ PROJECT PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT/ PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTN PARTITION PVC POLYVINYL CHLORIDE PVG PAVING QT QUARRY TILE QTY QUANTITY R THERMAL RESISTANCE, RADIUS, RISER RB RUBBER BASE RC REINFORCED CONCRETE RCP REFLECTED CEILING PLAN RCPTN RECEPTION RD ROOF DRAIN REC RECESSED REF REFERENCE, REFRIGERATOR REINF REINFORCE, REINFORCING REQ(D) REQUIRE, REQUIRED RESIL RESILIENT REV REVISION RF RESILIENT FLOORING RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RTF RUBBER TILE FLOOR RVL REVEAL S SOUTH SAN SANITARY SC SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FOOT(FEET) SGL SINGLE SHR SHOWER SHT SHEET SIM SIMILAR SJ SLIP JOINT, SCORED JOINT SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SST STAINLESS STEEL STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYMM SYMMETRICAL T TREAD T/ TOP OF TA TOILET ACCESSORY T&B TOP & BOTTOM T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPORARY TER TERRAZZO THK THICK TI TENANT IMPROVEMENT TLT TOILET TO_ TOP OF _____ TOPO TOPOGRAPHY, TOPOGRAPHIC TRTD TREATED TS TUBE STEEL TV TELEVISION TYP TYPICAL U HEAT TRANSFER COEFFICIENT UH UNIT HEATER UL UNDERWRITER'S LABORATORIES UNEX UNEXCAVATED UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UTIL UTILITY VB VINYL BASE VCT VINYL COMPOSITION TILE VENT VENTILATION VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VOL VOLUME VWC VINYL WALL COVERING W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WG WALL GUARD WH WATER HEATER WI WROUGHT IRON WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH X BY YD YARD YR YEAR ZN ZINC SHEET NUMBER Project Texture Design Studio Consultants No. Description Date ISSUE: STRUCTURAL CIVIL MEP/IM CONTRACTOR LANDSCAPING OWNER PROJECT MANAGER 3/ 1 9 / 2 0 2 5 3 : 5 8 : 0 4 P M G0-02 Friede Addition ARCHITECTURAL ABBREVIATIONS, SYMBOLS & GEN NOTES VINSON ENGINEERING CONSULTANTS, LLC3629 THERONDUNN CT. PLANO, TX 75203 Brashear Construction & Design Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 2837 Placid Cir. Grapevine, TX 76051 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 469.544.3545 (TEL) CONTACT: Justin A. Drabek, AIA Justin@texture-studio.com 1 ISSUE FOR PERMIT 03/17/2025 07/24/202303/19/202503/17/2025 FIRST FLOOR CONDITIONED 3,938 S.F. NEW ADDITION 603 S.F. GRAND TOTAL AREA 4,541 S.F. AREA CALCULATIONS MAIN RESIDENCEPROPERTY LINE 100.3' PROPERTY LINE 110.0' PLACID CIR. PROPERTY LINE 110.0' PROPERTY LINE 100.3' 6' SIDE EASEMENT 6' SIDE EASEMENT 30' FRONT SETBACK 25' REAR BLDG LINE EXISTING FOOTPRINT TO REMAIN. NEW SCOPE (LEVEL 02) __________ A1-01 2 FL EXISTING CONCRETE SIDEWALK OR PAVING EXISTING TO REMAIN NEW ASPHALT PAVING NEWLY SODDED OR LANDSCAPED AREA PROPERTY LINE EASEMENT, BUILDING SETBACK & R.O.W. NEW PARKING SPACE COUNT FIRE LANE REQUIRED ACCESSIBLE PATH EXISTING TO REMAIN TREE 12 ARCHITECTURAL SITE PLAN LEGEND EXISTING BUILDING FOOTPRINT FL 2 A11-01 9080 OVHD NEW GARAGE DOOR IN EXISTING WALL (REF STRUCT FOR OVERHEAD STRUCT) CLEQ EQ OUT OF SCOPE SHEET NUMBER Project Texture Design Studio Consultants No. Description Date ISSUE: STRUCTURAL CIVIL MEP/IM CONTRACTOR LANDSCAPING OWNER PROJECT MANAGER 3/ 1 9 / 2 0 2 5 3 : 5 8 : 0 5 P M A1-01 Friede Addition SITE PLAN & LEVEL 01 PLAN VINSON ENGINEERING CONSULTANTS, LLC3629 THERONDUNN CT. PLANO, TX 75203 Brashear Construction & Design Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 2837 Placid Cir. Grapevine, TX 76051 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 469.544.3545 (TEL) CONTACT: Justin A. Drabek, AIA Justin@texture-studio.com P L A N N O R T H T R U E N O R T H 1 ISSUE FOR PERMIT 03/17/2025 1/8" = 1'-0"1 SITE PLAN 3/16" = 1'-0"2 CONSTRUCTION FLOOR PLAN - LEVEL 01 07/24/202303/19/202503/17/2025 TV 240V D D TV 3 3 3 3 1. PARTITION TYPES ARE TO BE 3 1/2" TREATED WOOD STUDS ON ALL WALLS U.N.O. 2. ALL WALL GYP BD ON PROJECT TO BE 5/8" U.N.O. 3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF GYP BD OF INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND TO FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF EXISTING WALLS TO FINISH FACE OF NEW STUD WALLS, UNLESS OTHERWISE INDICATED. 4. DOORS NOT DIMENSIONALLY LOCATED SHALL BE CENTERED IN THE WALL OR 4" FROM THE NEAREST CORNER. 5. NOT USED. 6. PROVIDE BLOCKING AS REQUIRED AT ALL AREAS NEEDED, INCLUDING BUT NOT LIMITED TO; WALL MOUNTED TVS, TOILET ACCESSORIES, AND WALL MOUNTED CABINETS. 7. MATERIAL FINISH LOCATED UNDER ROOMNAME IS FOR CEILING FINISH, REFER TO A12-00 SERIES FOR EXACT ORIENTATION & CEILING FINISH EXTENTS. 8. NOT USED 9. ALL AREAS TO RECEIVE APPLIED BASE - PAINTED. (RESTROOM & WET AREAS TO BE 4" TILE, MATCH ADJACENT FLOOR) FLOOR PLAN GENERAL NOTES EXISTING TO REMAIN. REFERENCE ENTIRE DOCUMENTS FOR ADDITIONAL WORK IN THIS AREA ENLARGED PLAN TAG PARTITION TAG REF: A61-01 FOR CHARTS 'DMT' = DEMOUNTABLE PARTITION SYSTEM (OFOI) FV DOOR TAG REF: A62-01 FOR DOOR SCHEDULE. FIELD VERIFY NEW FULL HT PARTITION (SHADED) STUD SIZE: 3 1/2" WD U.N.O. INTERIOR ELEVATION TAG WINDOW TAG REF: A63-03 FOR SCHEDULE(ALPHA) 301A ?XX __________ A-XXX X FLOOR PLAN LEGEND XX/A-XXX EXISTING WALL TO REMAIN (SOLID) SIZE SIZE: VARIES NEW HALF HT PARTITION (WHITE) (REF ELEVATIONS FOR HT. STUD SIZE: 3 1/2" WD U.N.O. WD3 INDICATES FINISH FOR CEILING. REFER TO A12-00 SERIES FOR EXACT FINISHES & ORIENTATION. CONCRETE ROOM TAG ROOM NAME FLOOR FINISH A POWER PLAN LEGEND FLOOR PLAN NOTES BY NUMBER POWER GENERAL NOTES 1. GC TO PLACE OUTLETS IN ALL (4) CORNERS OF SOFFITS FOR CHRISTMAS LIGHTING. CIRCUIT SHALL HOME-RUN SIDE ENTRY SWITCH. 2. ALL DATA SHALL HOME-RUN TO MEDIA CLOSET - LEVEL 02 3. CEILING WIRELESS ACCESS POINTS SHALL HOME-RUN TO MEDIA CLOSET - LEVEL 02 4. COORDINATE ALL EQUIP ELEC REQUIREMENTS WITH OWNER. 5. DUPLEX POWER OUTLET (SW INDICATES SIDEWAY OUTLET) FLOOR POWER OUTLET ELECTRICAL SWITCH (MT. AT 48" A.F.F. UNO) QUADRUPLEX POWER OUTLET TV (1) DUPLEX OUTLET + (1) DATA OUTLET 60"ELEVATION HT. (60" U.N.O. ALL TVS) 18" A.F.F U.N.O. 3-WAY SWITCHED OUTLET 2X TELEPHONE/DATA OUTLET 220V DUPLEX OUTLET 220 SD CO CARBON MONOXIDE ALARM - DIRECTLY WIRED INTO ELEC SYSTEM. IONIZATION SMOKE ALARM - DIRECTLY WIRED INTO ELEC SYSTEM. EXT - D EXTERIOR GRADE OR DEDICATED 18" A.F.F U.N.O. GFCI OUTLET 2 A11-01 TILE KITCHEN WIC BEDROOM #4 WOOD FAMILY TILE BATH WOOD BEDROOM CARPET WIC UNFINISHED ATTIC CARPET STUDY MEDIA 24.8"D FHC 16.3"W 86"H 24.8"D FHC 30"W 86"H 101 102 103 105 104 106 0"W 30"H L 24"D CL 4' - 8 3 / 8 " 3 ' - 3 1 / 4 " EX I S T S T O N E 2' - 9 3 / 8 " 4 A11-01 7' - 10" H.H. A 2020 FX DL 7' - 10" H.H. A 2020 FX DL 7' - 10" H.H. A 2020 FX DL 7' - 6 " H . H . B 30 7 6 F X 7' - 6 " H . H . C 30 6 0 C S M T 7' - 0" H.H. D 2450 CSMT 7' - 0" H.H. E 4050 CSMT 7' - 0" H.H. D 2450 CSMT 7' - 0" H.H. F 4040 CSMT 25 ' - 6 " CL 11 ' - 2 " CL3' - 5" CL 2' - 6 " CL 1' - 9 " 3' - 4 5/8" 3' - 4 5/8" 4' - 2 5/8" 19' - 3" 6' - 8 " 8' - 0" CL8' - 7 5/8" 5' - 4 1 / 4 " CL 6' - 6 3 / 8 " CL 13' - 11 3/4" CL 3' - 5 " 5' - 9 7/8"15' - 3" 21' - 0 7/8" CLCLCL 4' - 6" 4' - 6" 3' - 2" 1' - 0 7/8" 7' - 0 " 2' - 0" 3' - 5" 3' - 0" 32" 32"40" 40" 40" 72" 60" 40" 40" 12" 12" 18" 40" 18" 40" 5' - 4 1 / 4 " FD20"D FHC 43.6"W 86"H Slab - 6" 2R 1S 2R 1 S 24"D 55"W 36"H C 101"W 36"H UC 24"D 3/4" wood floor 1' - 2 " OUT OF SCOPE OUT OF SCOPE OUT OF SCOPE OUT OF SCOPE EXISTING ROOF (BELOW) REMOVE EXISTING STEP 109' - 0" LEVEL 02 (LOW) 109' - 6" LEVEL 02 109' - 0" LEVEL 02 (LOW) NEW ARCHED OPENING WIC BEDROOM #4 MEDIA D01D01 D02 D03 OUT OF SCOPE OUT OF SCOPE OUT OF SCOPE OUT OF SCOPE DEMO PORTION OF EXISTING WALL FOR NEW ARCHED OPENING 4 A11-01 EQ E Q CL CL EQ E Q E Q 3' - 4 7 / 8 " 2' - 5 " CLCL 3' - 0 3/8" 6' - 0 3/4" 3' - 0 3/8" CL CL 3' - 3 " 2 ' - 5 5 / 8 " CL 1' - 5" CLCLCL2' - 10" 3' - 10" 3' - 10" 2' - 10" CL 3' - 7 3/4" 1' - 8 5 / 8 " 1' - 8 1 / 2 " CL 3' - 6" CL 3' - 5 " CL1' - 3" CL 3' - 2 5/8" CL8" CL 8" CL 1' - 9" CL 2' - 1 " SD CO SD FN1 A1A1 A1 A1 A1 A1 D4 D4 A1 A2 A1 A1 A1 A1A1 E2@ 72" E2@ 60" E2@ 60"A1 UC2 UC1 OUT OF SCOPE OUT OF SCOPE OUT OF SCOPE OUT OF SCOPE MICRO W/ HOOD 5 1 / 2 " / 1 2 " 7" / 1 2 " 7" / 1 2 " 8' -0" AFF 8' -6" AFF 8' -6" AFF 8' -6" AFF 119' - 7" 117' - 2 1/2" 4 A11-01 TO REMAIN EXISTING ROOF NEW ROOF CONSTRUCTION 8" / 1 2 " 8" / 1 2 " 7" / 1 2 " 7" / 1 2 " 7" / 1 2 " 126' - 3 1/4" 111' - 8 1/4" 127' - 11 1/4" 129' - 5 1/4" RIDGE RIDGE RIDGE RIDGE 1' - 6 " 25 ' - 6 " 2' - 6 " 1' - 6" 3' - 5 1/2"18' - 2 1/8" 118' - 3" 118' - 10" TOP PLATE HT TOP PLATE HT 29 ' - 6 " 1. REFER TO GENERAL CONTRACTOR FOR MECHANICAL, PLUM BING, AND ELECTRICAL FOR LOCATIONS OF PIPING, CURBS, VENTS, DUCTS, FANS, AND OTHER ITEMS ON THE ROOF SURFACE. 2. ALL NEW ASPHALT SHINGLES TO MATCH EXISTING ASPHALT SHINGLES IN SIZE, DIRECTION AND PATTERN. 3. ALL ROOF OVERHANGS TO BE 18" FROM EDGE OF EXTERI OR WALL U.N.O. 4. ALL ROOF FLASHING TO BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 5. REF EXTERIOR ELEVATION A11-00 SERIES FOR EXTERIOR FINISH MATERIAL LEGEND. ROOF PLAN GENERAL NOTES .SLOPE X'-XX" SLOPE FOR 1/4" PER FOOT MINIMUM FLOW TO DRAIN. UNLESS NOTED OTHERWISE. TOP OF STUDS OR TOP PLATE ELEVATION (AT RIDGE IS TOP OF RIDGE ELEVATION) ROOF PLAN LEGEND ROOF PLAN NOTES BY NUMBER 1. ALL CEILING TO BE PAINTED [PNT1] U.N.O. 2. SPECALITY DIFFUSERS SHOWN IN SPECIFIC ROOMS, GC TO SELECT & INSTALL ALL OTHER HVAC DIFFUSERS. 3. LOW VOLTAGE TRANSFORMERS TO BE MOUNTED INSIDE ADJACENT CABINETS TO SPECIFIC LIGHT FIXTURES. 4. ALIGN ALL CEILING ELEMENTS AND CENTER IN ROOM (BOTH DIRECTIONS) WHEN POSSIBLE. THIS TO INCLUDE, BUT NOT LIMITED TOO; LIGHT FIXTURES, SMOKE DETECTORS, DIFFUSERS, CARBON MANOXIDE DETECTORS. 5. ALL LIGHTS NOT SWITCHED SHOULD BE CIRCUITED TO SINGLE SWITCH IN ROOM 6. RELOCATE SUPPLY DRAIN AND VENT PIPES TO MAINTAIN SCHEDULED CEILING HEIGHTS. COORDINATE RELOCATIONS WITH MEP ENGINEERS. 7. ALL CEILINGS ARE 8'-6" U.N.O. OR MATCH EXISTING TO REMAIN. 8.ALL LIGHTS TO BE SELECTED & FURNISHED BY GC RCP GENERAL NOTES CONTROL JOINT CEILING HEIGHT DESIGNATION PER AREA. SUPPLY AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION CEILING DETAIL / SECTION TAG SUPPLY STRIP DIFFUSER RE: MECHANICAL GYPSUM BOARD CEILING EXPOSED STRUCTURE RETURN AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION EXHAUST AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION XX AX-XXA SIM 9' -0" AFF C.J. RCP LEGEND SD CO SMOKE DETECTOR- HARD WIRED INTO ELEC. SYSTEM. CARBON MONOXIDE - HARD WIRED INTO ELEC. SYSTEM. RECESSED CAN LIGHT - GC SPECIFIED CEILING FAN WITH LIGHT KIT SHEET NUMBER Project Texture Design Studio Consultants No. Description Date ISSUE: STRUCTURAL CIVIL MEP/IM CONTRACTOR LANDSCAPING OWNER PROJECT MANAGER 3/ 1 9 / 2 0 2 5 3 : 5 8 : 0 7 P M A2-01 Friede Addition DEMO, CONST, RCP & ROOF PLANS VINSON ENGINEERING CONSULTANTS, LLC3629 THERONDUNN CT. PLANO, TX 75203 Brashear Construction & Design Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 2837 Placid Cir. Grapevine, TX 76051 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 469.544.3545 (TEL) CONTACT: Justin A. Drabek, AIA Justin@texture-studio.com <<< Indicates Sheet Keynote on Plan D01 REMOVE EXISTING STEP IN FLOOR. NEW FF HT SHOULD BE 9'-0" ABOVE LEVEL 01 FINISH FLOOR. D02 REMOVE EXISTING ROOF STRUCTURE, TEMPORARILY COVER DURING CONSTRUCTION. PREP AREA FOR NEW ROOF. D03 DEMO WALLS TO LEVEL 01 CEILING, REF STRUCT FOR NEW FLOOR FRAMING. 1/4" = 1'-0"2 CONSTRUCTION FLOOR PLAN - LEVEL 02 P L A N N O R T H T R U E N O R T H 1 ISSUE FOR PERMIT 03/17/2025 1/4" = 1'-0"1 DEMOLITION FLOOR PLAN - LEVEL 02 - LOW 1/4" = 1'-0"3 REFLECTED CEILING PLAN - LEVEL 02-LOW 1/4" = 1'-0"4 ROOF PLAN - NEW ADDITION LIGHT FIXTURE SCHEDULE Type Mark Count Comments A1 13 TYPICAL 4" RECESSED LED LIGHT WITH ADJUSTABLE GIMBLE A2 1 TYPICAL 4" RECESSED LIGHT - WATER RATED D4 2 DECORATIVE PENDANT OVER PENINSULA E2 3 LINEAR WALL SCONCE AT BATHROOM FN1 1 TYPICAL 60" FAN WITH LIGHT KIT UC1 1 UNDER COUNTER LIGHT - 1' UC2 1 UNDER COUNTER LIGHT - 2' 07/24/202303/19/202503/17/2025 1. MATERIAL SYMBOLS ON ELEVATIONS ARE TO DISPLAY THE EXTENT OF THE MATERIAL ONLY. THEY ARE NOT TO SCALE. 2. ALL NEW FINISHES SHALL MATCH EXISTING FINISHES. COORDINATE WITH OWNER. EXTERIOR ELEVATION GENERAL NOTES EXTERIOR ELEVATION LEGEND A EXTERIOR GLAZED OPENING TYPE RE: A62-01 BUILDING EXPANSION JOINT. RE: X/AX-XX MASONRY EXPANSION JOINT: MATCH BRICK COLOR LEVEL 01 100' -0" LEVEL 02 109' -6" LEVEL 02 PLT 117' -3" T.O. ROOF 131' -0 11/16" LEVEL 00 99' -6" LEVEL 01 PLT 108' -1" 9' - 0 1 / 8 " 17 ' - 3 " LEVEL 02-LOW 109' -0" NE W R O O F A D D I T I O N 4' - 8 " EXISTING RESIDENCE TO REMAIN NEW LEVEL 02 ADDITION AAA NEW GARAGE DOOR PERGOLA STYLE AWNING. (MATCH DETAILING & FINISH WITH EXISTING ADJACENT GARAGE DOOR PERGOLA STYLE AWNING. NE W S T O N E - M A T C H A D J . 9' - 2 " NEW SHIPLAP SIDING (MATCH EXISTING) LEVEL 01 100' -0" LEVEL 02 109' -6" LEVEL 02 PLT 117' -3" T.O. ROOF 131' -0 11/16" LEVEL 00 99' -6" LEVEL 01 PLT 108' -1" LEVEL 02-LOW 109' -0" B C NEW SHIPLAP SIDING (MATCH EXISTING) LEVEL 01 100' -0" LEVEL 02 109' -6" LEVEL 02 PLT 117' -3" T.O. ROOF 131' -0 11/16" LEVEL 00 99' -6" LEVEL 01 PLT 108' -1" LEVEL 02-LOW 109' -0" D E D F 9080 OVHD NEW SHIPLAP SIDING (MATCH EXISTING) LEVEL 01 100' -0" LEVEL 02 109' -6" LEVEL 02 PLT 117' -3" T.O. ROOF 131' -0 11/16" LEVEL 00 99' -6" LEVEL 01 PLT 108' -1" LEVEL 02-LOW 109' -0" SHEET NUMBER Project Texture Design Studio Consultants No. Description Date ISSUE: STRUCTURAL CIVIL MEP/IM CONTRACTOR LANDSCAPING OWNER PROJECT MANAGER 3/ 1 9 / 2 0 2 5 3 : 5 8 : 0 9 P M A11-01 Friede Addition EXTERIOR ELEVATIONS, DOOR & WINDOW SCHEDULE VINSON ENGINEERING CONSULTANTS, LLC3629 THERONDUNN CT. PLANO, TX 75203 Brashear Construction & Design Kenny & Morgan Friede 2837 Placid Cir. Grapevine, TX 76051 2837 Placid Cir. Grapevine, TX 76051 8111 Lyndon B Johnson Frwy #678 DALLAS TX 75251 469.544.3545 (TEL) CONTACT: Justin A. Drabek, AIA Justin@texture-studio.com 1 ISSUE FOR PERMIT 03/17/2025 3/16" = 1'-0"1 EXTERIOR ELEVATION - FRONT 3/16" = 1'-0"2 EXTERIOR ELEVATION - SIDE 3/16" = 1'-0"3 EXTERIOR ELEVATION - BACK DOOR SCHEDULE DOOR SCHEDULE Description DOOR SCHEDULE MARK DOOR REMARKSDOOR NO ROOM NAME SIZE W HT THK LEVEL 00 108 9' - 0" 8' - 0" 0' - 2 1/8" 2-1/8" Thick Aluminum Sectional Door GARAGE DOOR WITH FULL GLASS LITE PANELS LEVEL 02-LOW 101 KITCHEN 2' - 6" 7' - 0" 0' - 1 3/4" 102 BEDROOM 2' - 4" 7' - 0" 0' - 1 3/4" 103 BEDROOM 2' - 4" 7' - 0" 0' - 1 3/4" 104 BATH 2' - 4" 6' - 0" 0' - 0 3/8" SHOWER DOOR 105 WIC 2' - 4" 7' - 0" 0' - 1 3/4" LEVEL 02 2-96 STUDY 3' - 0" 9' - 0" 106 ATTIC 2' - 6" 7' - 0" 0' - 1 3/4" WINDOW SCHEDULE WINDOW TYPE COUNT WIDTH HEIGHT SILL HEIGHT DESCRIPTION COMMENTS A 3 2' - 0" 2' - 0" 5' - 10" Fixed DL1 B 1 3' - 0" 7' - 6" 0' - 0" Fixed2 C 1 3' - 0" 6' - 0" 1' - 6" OPERABLE - CASEMENT D 2 2' - 4" 5' - 0" 2' - 0" OPERABLE - CASEMENT E 1 4' - 0" 5' - 0" 2' - 0" OPERABLE - CASEMENT F 1 4' - 0" 4' - 0" 3' - 0" OPERABLE - CASEMENT 3/16" = 1'-0"4 BUILDING SECTION 07/24/202303/19/202503/17/2025 S1 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . T S R P O N M L K J I H G F E D C B A ABBREV GE N E R A L N O T E S NAILING SCHEDULE CONNECTION NAILING LUMBER NOTES 1.PER IRC R301's ENGINEERING DESIGN: THESE DRAWINGS ONLY DEMONSTRATE COMPLIANCE OF NON-CONVENTIONAL ELEMENTS OF THE IRC. ALL OTHER ELEMENTS SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEM SET IN THE IRC. 2.THE QUALITY OF LUMBER AND THE DESIGN FOR LOADING SUPPORTING SHALL CONFORM TO THE STANDARDS OF NATIONAL SPECIFICATIONS FOR WOOD CONSTRUCTION AND ITS FASTENINGS, LATEST ADDITION. 3.ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED, AND BRACED AS TO COMPLY WITH THE STANDARDS OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, AND LOCAL CODES. 4.LUMBER GRADES SHALL BE DIMENSIONAL LUMBER No2 OR BETTER, WITH VALUES FROM TABLE 4B OF THE LATEST NDS 5.PLYWOOD SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARDS PS 1 FOR VENEER GRADE C/D. PLYWOOD ROOF PANES SHALL BE AMERICAN PLYWOOD ASSOCIATION SPAN RATED FOR EXPOSURE 1. 6.PLYWOOD ROOF DECK PANELS SHALL BE LAID IN PARALLEL COURSES WITH TRANSVERSE JOINTS IN EACH COURSE STAGGERED WITH THOSE OF ADJOINING COURSES. A 1/8" JOINT SHALL BE LEFT BETWEEN ADJOINING EDGES OF PANELS. PANELS SHALL NO BE FORCED IN PLACE. PANELS SHALL BE LAID WITH THE SURFACE AT RIGHT ANGLES TO THE DIRECTION OF THE JOISTS. ENDS AND EDGES SHALL OCCUR OVER JOISTS AND SOLID BLOCKING BETWEEN JOISTS. GENERAL NOTES 1.DESIGN CODES AND GENERAL INFORMATION 2021 IRC DESIGN LOADS FLOOR SUPERIMPOSED DEAD LOADS 10 PSF LIVE 40 PSF ROOF TOP SUPERIMPOSED DEAD LOADS 10 PSF LIVE 20 PSF (REDUCIBLE) BOTTOM SUPERIMPOSED DEAD LOADS 10 PSF LIVE MINIM LIVE LOAD PER ASCE7 WIND LOADS BASIC WEND SPEED = 115 MPH (3 SECOND GUST WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = +/-0.18 SEISMIC USE GROUP =I SEISMIC DESIGN CATEGORY = SITE CLASS = D BUILDING OCCUPANCY CATEGORY = II SS = 0.10 @ 0.2S S1 = 0.07 @ 1S R, LIGHT FRAME WOOD SHEAR WALLS SNOW LOAD = 5 PSF 1.THIS DESIGN IS BASED UPON THE INTERNATIONAL RESEDENTIAL CODE REQUIREMENTS . 2.SHOULD ANY CONDITIONS ARISE THAT WOULD WARRANT ANY DEVIATIONS FROM THESE DESIGN SPECIFICATIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION 3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OTHER ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND OTHER REQUIREMENTS OF THE BUILDING CODE ARE SATISFIED. 4.THIS BUILDING IS BEING CONSTRUCTED IN AN AREA OF NORTH TEXAS WHERE EXPANSIVE SOILS MAY EXIST. SOME FOUNDATION MOVEMENT MAY BE ENCOUNTERED DUE TO SEASONAL MOISTURE VARIATION IN THE SOIL. THE HOMEOWNER SHOULD BE ADVISED THAT MAINTENANCE IS CRUCIAL TO THE PERFORMANCE OF A HOME FOUNDATION. THE MOISTURE CONTENT OF THE SOIL SURROUNDING THE STRUCTURE SHOULD BE MAINTAINED AS TO ALLOW WATER TO EXIT THE AREA AROUND THE FOUNDATION. GUTTERS SHOULD DIRECT WATER A MINIMUM OF 5 FT AWAY FROM THE FOUNDATION. SHRUBS AND FLOWER BEDS MUST ALLOW WATER TO DRAIN AWAY FROM THE FOUNDATION. ROOT BARRIERS ARE RECOMMENDED TO DETER ROOTS FROM ENTERING THE PERIMETER OF THE FOUNDATION . 5.CURRENT GEOTECHNICAL INFORMATION IS NOT AVAILABLE FOR THIS SITE. IT IS RECOMMENDED A SITE-SPECIFIC REPORT BE OBTAINED. WITHOUT THIS REPORT, THE STRUCTURAL DESIGN IS BASED ON THE STRUCTURAL ENGINEER'S BEST ESTIMATE OF THE SOIL CONDITIONS. THESE DRAWINGS USE WHAT IS CONSIDERED CONSERVATIVE SOIL PROPERTIES, WHICH MAY RESULT IN AN INCREASED CONSTRUCTION COST TO THE OWNER. THE OWNER SHOULD BE AWARE THE GEOTECHNICAL INFORMATION IS NOT THE STRUCTURAL ENGINEERS AREA OF EXPERTISE AND ALL SOIL PROPERTIES ARE SPECULATIVE. 6.TO GAIN INSIGHT INTO THE SITE-SPECIFIC SOILS, THE UNITED STATES DEPARTMENT OF AGRICULTURE'S WEB SOIL SURVEY WAS USED TO IDENTIFY THE ON SITE SOILS. THE IDENTIFIED SOILS WERE USED TO OBTAIN THE LOAD-BEARING PRESSURE FROM THE INTERNATIONAL RESIDENTIAL CODES TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS. TOGETHER THIS INFORMATION WAS USED TO DESIGN THE FOUNDATION. CONCRETE NOTES ALL STRUCTURAL CONCRETE SHALL BE CLASSIFIED AS NORMAL WEIGHT CONCRETE WITH A UNIT WEIGHT OF 145LB/CU. FT. CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL THE SPECIFIED CONCRETE STRENGTH HAS BEEN ACHIEVED. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTH AND SLUMP: STRENGTH MIN MAX SLUMP GRADE BEAMS 3000 PSI 3IN 5IN SLABS ON GRADE 3000 PSI 2IN 4IN ALL OTHER CONCRETE 3000 PSI 3IN 5IN CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR EVALUATION. FLY ASH AND OR BLAST FURNACE SLAG CEMENT SHALL NOT BE USED IN ANY CONCRETE. ALL CAST-IN-PLACE CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301. ALL DETAILING, FABRICATION, AND INSTALLATION OF STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315 AND ACI 318, LATEST ADDITION. CONCRETE REINFORCING: REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 BARS. MINIMUM COVERAGE OF REINFORCING STEEL: CONCRETE CAST AGAINST EARTH:3" CLEAR TO STIRRUP CONCRETE CAST AGAINST FORMS:2" CLEAR TO STIRRUP GRADE BEAMS ¾" TOP, 3" BOTTOM GRADE BEAMS: GRADE BEAMS SHALL BE OF SIZE AND WITH REINFORCEMENT AS INDICATED ON THE PLANS. BEAMS MAY BE TRENCH FORMED BUT CARE SHALL BE TAKEN TO ACCURATELY TRENCH BEAMS TO WIDTHS AND DEPTHS INDICATED. TRENCHES SHALL BE KEPT CLEAN AND CARE SHALL BE TAKEN TO PREVENT SLOUGHING OF TRENCH SIDES. VAPOR BARRIER SHALL BE FOLDED INTO TRENCH TO WITHIN TWO INCHES OF TRENCH BOTTOM. DETAIL REINFORCING AND CORNER BARS SHALL BE AS SHOWN IN THE DETAILS. BEAM TRENCHES SHALL BE CLEAN AND BEAM BOTTOMS SHALL BE FOUNDED IN AT LEAST 6" OF UNDISTURBED SOIL OR PROPERLY COMPACTED FILL. BEAMS MAY BE DEEPENED IF NECESSARY TO FULFILL THIS REQUIREMENT. FOUNDATION MAINTENANCE 1.DRAINAGE: ·NEVER ALLOW WATER TO POND NEAR OR AGAINST FOUNDATION ·MAINTAIN POSITIVE DRAINAGE AWAY FROM THE FOUNDATION. THE MINIMUM SLOPE SHALL BE 5% FOR A DISTANCE OF 10 FEET FROM THE EDGE OF THE FOUNDATION WHICH IS A 6-INCH DROP IN 10 FEET. WHERE THIS IS NOT POSSIBLE, CONSTRUCT A BERM OR SWALE WHICH PROVIDES A MINIMUM 2% SLOPE ROUTING THE WATER AWAY FROM FOUNDATION. ·THE INSTALLATION AND MAINTENANCE OF GUTTERS AND DOWNSPOUTS ARE HIGHLY RECOMMENDED; THEY SHOULD BE KEPT CLEAR AND DISCHARGE WATER AWAY FROM THE FOUNDATION. 2.LANDSCAPING: ·THERE SHOULD BE A MINIMUM DISTANCE OF 8 INCHES BETWEEN THE TOP OF THE SLAB AND THE GROUND. LANDSCAPE BEDS MUST ALSO MAINTAIN THE MINIMUM POSITIVE SLOPE OF 5% AWAY FROM THE FOUNDATION. ·WHERE LANDSCAPE BEDS ARE PLACED ADJACENT TO THE FOUNDATION, THEY SHOULD BE EQUIPPED WITH A MOISTURE BARRIER AND/OR AREA DRAINS WHICH ROUTE WATER BY MEANS OF BURIED PIPE TO THAT ALLOWS WATER TO EXIT AWAY FROM FOUNDATION. AREA DRAINS MUST BE CHECKED PERIODICALLY FOR CLOGS. ·SINCE TREES REMOVE MOISTURE FROM THE GROUND, THEY SHOULD BE WATERED REGULARLY. ·TREES SHOULD BE PLACED NO CLOSER TO THE FOUNDATION THAN THE FULL HEIGHT OF THE MATURE TREE. ·IF EXISTING TREE REMOVAL IS NOT AN ACCEPTABLE OPTION, A ROOT GUARD SYSTEM SHOULD BE USED AROUND THE FOUNDATION IN THE AREA OF THE TREE(S). ·REPLACE AND COMPACT ANY LOOSE FILL ADJACENT TO THE FOUNDATION WITH NATIVE SOIL. WATER QUICKLY MOVES THROUGH THROUGH SAND OR GRANULAR MATERIALS; THESE MATERIALS SHOULD NOT BE USED ADJACENT TO THE FOUNDATION UNLESS ACCOMPANIED BY AN APPROPRIATE DRAIN SYSTEM. 3.SEASONAL CHANGES ·AVOID EXCESSIVE DRYING AROUND THE PERIMETER OF THE FOUNDATION; WHEN SOIL PULLS AWAY FROM FOUNDATION IT IS TOO DRY. ·EXCESSIVE MOISTURE IS ALSO A PROBLEM; THEREFORE, AVOID OVER WATERING, EVEN DURING DRY SEASONS. 4.SWIMMING POOLS: ·ROUTINELY CHECK FOR LEAKS. FOUNDATION INSPECTION 1.THESE PLANS ARE OF NO USE IF THEY ARE NOT FOLLOWED. EVEN WHEN ALL THE PARTS SHOWN HERE ARE PRESET AT THE JOBSITE, THEIR CONSTRUCTION RESULT IN AN IMPROPER FOUNDATION. 2.AN ENGINEERING INSPECTION IS RECOMMENDED DURING CONSTRUCTION AND AT THE VERY LEST PRIOR TO POURING CONCRETE. THE FOLLOWING IS A SUBSET OF REVIEWED ITEMS: 2.1.DIMENSIONS OF THE SLAB: PERIMETER AND SLAB THICKNESS 2.2.DIMENSIONS OF THE GRADE BEAMS: WIDTH, DEPTH, LOCATIONS 2.3.SLAB REINFORCING STEEL, SIZE, SPACING, LOCATIONS 2.3.GRADE BEAM STEEL, SIZE, SPACING, LOCATIONS 2.4.REINFORCING STEEL SPLICING 2.4.REINFORCING STEEL TIES 2.5.PIER DIAMETER, DEPTH, LOCATIONS, AND REINFORCING STEEL 2.6.WIND/LATERAL BRACING SYSTEM 3.VINSON ENGINEER DOES PROVIDE THESE SERVICES. OUT OF SCOPE PLAN NOTES: 01EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" FO U N D A T I O N P L A N S20 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . OUT OF SCOPE PLAN NOTES: ® 1ST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0"01 S44 01 S43 01 S43 01 TILE KITCHEN WIC BEDROOM #4 WOOD FAMILY TILE WOOD CARPET WIC UNFINISHED CARPET STUDY MEDIA FL O O R F R A M I N G P L A N S21 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . OUT OF SCOPE TILE KITCHEN WIC BEDROOM #4 WOOD FAMILY TILE WOOD CARPET WIC UNFINISHED CARPET STUDY MEDIA PLAN NOTES: ® CEILING FRAMING PLAN SCALE: 1/4" = 1'-0"01 S22 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . CE I L I N G F R A M I N G P L A N OUT OF SCOPE TILE KITCHEN WIC BEDROOM #4 WOOD FAMILY TILE WOOD CARPET WIC UNFINISHED CARPET STUDY MEDIA ROOF NOTE 01 ROOF FRAMING PLAN PLAN NOTES: ·· ·· ·· ·· ·· SCALE: 1 4" = 1'-0" S23 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . RO O F F R A M I N G P L A N OUT OF SCOPE PLAN NOTES: 011ST FLOOR WIND BRACING PLAN SCALE: 1/4" = 1'-0" S24 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . WI N D B R A C I N G P L A N OUT OF SCOPE TILE KITCHEN WIC BEDROOM #4 WOOD FAMILY TILE WOOD CARPET WIC UNFINISHED CARPET STUDY MEDIA PLAN NOTES: 01WIND BRACING PLAN SCALE: 1/4" = 1'-0" S25 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . WI N D B R A C I N G P L A N FR A M I N G D E T A I L S S40 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . SCALE: 1" = 1'-0" TOP PLATE INTERSECTION SCALE: 1" = 1'-0" TOP PLATE SPLICE LENGTH DETAIL NOTES:01 SCALE: 1" = 1'-0" HEADER DETAIL A S5.01 SECTION A SECTION A SCALE: 1" = 1'-0" STUDS AND HEADERS AROUND WALL OPENINGS FR A M I N G D E T A I L S S41 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . 01 TYPICAL RIDGE SECTION 04 SCALE: 1" = 1'-0" RAFTER TO RIDGE, WALL BRACE DETAIL NOTES: 01 03 SCALE: 1" = 1'-0" RAFTER WALL BRACE DETAIL NOTES: 01 SECTION 01 02 SCALE: 1½" = 1'-0" JOIST OUT OF PLANE SUPPORT A FR A M I N G D E T A I L S S42 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . 02 SCALE: 1" = 1'-0" MULTI-PLY 1-3/4" VERSA- TRUSSLOK CONNECTION01SCALE: 1" = 1'-0" ALLOWABLE HOLES IN VERSA-LAM BEAMS 1.DETAIL NOTES: 2.SQUARE AND RECTANGULAR HOLES ARE NOT PERMITTED. 3.ROUND HOLES MAY BE DRILLED OR CUT WITH A HOLE SAW ANYWHERE WITHIN THE HATCHED AREA OF THE BEAM. 4.THE HORIZONTAL DISTANCE BETWEEN ADJACENT HOLES MUST BE AT LEAST TWO TIMES THE DIAMETER OF THE LARGER HOLE. 5.DO NOT DRILL MORE THAN THREE ACCESS HOLES IN ANY FOUR FOOT LONG SECTION OF BEAM. 6.THE MAXIMUM ROUND HOLE DIAMETER PERMITTED IS: 7.THESE LIMITATIONS APPLY TO HOLES DRILLED FOR PLUMBING OR WIRING ACCESS ONLY. THE SIZE AND LOCATION OF HOLES DRILLED FOR FASTENERS ARE GOVERNED BY THE PROVISIONS OF THE NATIONAL DESIGN SPECIFICATION® FOR WOOD CONSTRUCTION. 8.BEAMS DEFLECT UNDER LOAD. SIZE HOLES TO PROVIDE CLEARANCE WHERE REQUIRED. 9.THIS HOLE CHART IS VALID FOR BEAMS SUPPORTING UNIFORM LOAD ONLY. FOR BEAMS SUPPORTING CONCENTRATED LOADS OR FOR BEAMS WITH LARGER HOLES, CONTACT BOISE® EWP ENGINEERING. 03 SCALE: 1" = 1'-0" END BEVEL 05 SCALE: 1" = 1'-0" FLUSH LVL SCALE: 1" = 1'-0" FLUSH LVL SCALE: 1" = 1'-0" FLOOR FRAMING DETAIL NOTES: SCALE: 1" = 1'-0" CEILING GIRDER LVL FR A M I N G D E T A I L S S43 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . 01 SCALE: 1" = 1'-0" PLATFORM FRAMING FR A M I N G D E T A I L S S44 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . 01 SCALE: 1" = 1'-0" PLATFORM CANTILEVER FRAMING WI N D B R A C I N G D E T A I L S S50 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . SHEAR WALL DETAIL NOTES: · · · · · CONSTRUCTION DETAILS FOR APA PORTAL FRAME DESIGN FOR HOLD DOWNS WI N D B R A C I N G D E T A I L S S51 IM P O R T A N T N O T E : Th e s e d r a w i n g s a r e a n d c o n t a i n i n t e l l e c t u a l pr o p e r t y o f t h e d e s i g n e r , W r i t t e n a u t h o r i z a t i o n i s re q u i r e d t o u s e t o t a l l y o r p a r t i a l l y t h e c o n c e p t s , id e a s , d r a w i n g s a n d e l e c t r o n i c d a t a c o n t a i n e d i n do c u m e n t . Th e s e d r a w i n g s a r e e x c l u s i v e l y f o r : CA P T I O N E D A D D R E S S . RE S I D E N T I A L R E M O D E L 28 3 7 P L A C I D C I R GR A P E V I N E , T X 7 6 0 5 1 Ap p l i c a n t / C o n t r a c t o r i s r e s p o n s i b l e f o r c o m p l y i n g w i t h ci t y c o d e s . D r a w i n g s a r e f o r i l l u s t r a t i o n p u r p o s e s o n l y , n o t re s p o n s i b l e f o r b u i l d i n g . SCALE: 1" = 1'-0" SILL TO STUD DETAIL NOTES: 1.BUILDER TO PICK ONE SILL-TO-STUD HOLD DOWN SHOWN AND APPLY TO EVERY OTHER STUD 2.REFER TO OTHER DETAILS ABOUT TRUSS/RAFTER TIE DOWNS 3.INSTALL PER MANUFACTURE RECOMMENDATIONS. 4.TRUSS-TO-PLATE CONNECTIONS NOT SHOWN FOR CLARITY. HOWEVER THEY SHALL BE INSTALLED ON THE SAME SIDE OF THE WALL AS PLATE-TO-STUD CONNECTORS. MTS12 (LTS, HTS similar)RSP4 H8 Two H2.5A SDWC NARROW FACE OF STUD-TO-TOP PLATE CONNECTION (THIS APPLICATION REQUIRES SDWC15600) SCALE: 1½" = 1'-0" ROOF RAFTER ANCHORAGE SCALE: 1" = 1'-0" HOLD DOWN SCALE: 1" = 1'-0" GABLE END SUPPORT Phone: 817.975.6242 Fax: 972.591.5612 matt.vinson@sbcglobal.net 3712 Wilshire Dr Plano, Texas 75023 Vinson Engineering Consultants, LLC Subject: Residential Foundation 2837 Placid Cir, Grapevine, TX 76051 Sealed drawings were provided by this office and dated: 03/19/25. This single-family residential foundation was designed using generally accepted engineering practices in accordance with the ACI-318, ASCE-7, and the 2018 or 2021 International Residential Code. A geotechnical engineering report was not provided for this location, and the soils conditions were provided using the Web Soil Survey. The onsite soils are likely Birome-Aubrey-Rayex, BmE. This soil was used for designed in combination with the IRC's Table R401.4.1 'Presumptive Load-Bearing Values of Foundation Materials'. This design is based on proper foundation maintenance which includes owner actions such as consistent perimeter soil moisture content, proper drainage, gutter system, periodic surveys of the foundation system, and plumbing leak prevention, including nearby pool equipment. This foundation design includes information provided to date. Should new information become available, we reserve the right to amend, as warranted, this foundation design. Sincerely, Sincerely, 3/28/2025