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ELEC2025-001272
GABEHART RESIDENCE REMODEL S25123 PROJECT INFORMATION PROJECT ADDRESS 2125 WESTWOOD TERMCE GRAPEVINE,T)( 26051 DESIGNER BUCHANAN DESIGN STUDIO STRUCTURAL ENGINEER U20 ENGINEERING B DESIGN P.O. BOX 1442 GRAPEVINE, TK Iffl. PHONE: (214) 625-2819 CONTACT: AUAKSEI PATSEVICH, PE CODES ENGINEERED PER: 2021 NRC) INTERNATIONAL RESIDENTIAL CODE 2021(IBC) INTERNATIONAL BUILDING CODE SHEETINDEX COVER SHEET...5-0 STRUCTURAL GENERAL NOTES...S-1 FOUNDATION PUN 5-2 FIRST FLOOR CEILING FRAMING PUN...S-3 ROOF FRAMING PLAN...S-4 WALL BRACING PLAN...S-5 STRUCTURAL DETAILS... SD -I STRUCTURAL DETAILS SD-2 GENERAL STRUCTURAL NOTES DESIGN CRITERIA 5, CURING: COMPLY WITH ACI-301. KEEP CONCRETE MOIST FOR SEVEN CODE: 2021 IBC/IRC & AMENDMENTS AS ADOPTED BY THE REVIEWING DAYS MINIMUM. AGENCY/COUNTY. 6, JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF ROOF LIVE LOAD .......................... .20P5F VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTOR'S FLUOR LIVE LOAD OPTION, WITH PRIOR APPROVAL FROM ENGINEER. RESIDENTIAL ....................40 PSF 7. WEATHER EXTREMES: COMPLY WITH AID 30SR FOR HOT WEATHER. BALCONY/DECK........... ..... 60 PSI COMPLY WITH ACT 306R FOR COLD WEATHER, BASIC WIND SPEED..................115 MPH, EXPOSURE B 8. WATER/CEMENT RATIO SHALL NOT EXCEED 0.50(BY WEIGHT), TYPICAL. GENERALCONDITIONS L THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND REINFORCING STEEL SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE 1. REFERENCE STANDARDS. ACT 'DETAILING MANUAL" (SP-66); CAST MAY FIND BEFORE PROCEEDING WITH THE WORK, MANUAL OF STANDARD PRACTICE(MSP-1) 2, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND 2, MATERIALS: SITE CONDITIONS BEFORE STARTING WORK. THE REINFORCING STEEL: ASTM A615, GRADE 60 ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING 3. SPLICES: OF ANY DISCREPANCIES. LAP CONTINUOUS REINFORCING BARS AS BAR DIAMETERS, UNLESS 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF OTHERWISE NOTED, PROVIDE CORNER BARS FOR ALL HORIZONTAL THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF REINFORCEMENT. THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING 4. COVER: WITH ANY WORK SO INVOLVED. FOOTINGS ..... ,..... 31NCHES 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL SUBS...................2 INCHES DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES' S. FORMED SURFACES: AND/OR "STANDARD DETAILS". WEATHER FACE ...1-1/2 INCHES, #5 BARS AND SMALLER 2 INCHES, 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, # 6 MRS AND LARGER THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK, INTERIOR FACE ..,3/4 INCH FOR SLABS AND WALLS 1-1/2 INCHES 6. WORKING DIMENSIONS SHALL NOT BE SOLED FROM PLANS, FOR BEAMS AND COLUMNS SECTIONS, OR DETAILS ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL AND MISC. STEEL THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS 1. REFERENCE STANDARDS: DESIGN, FABRICATION AND ERECTION ARE OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR U BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE AISC "CODE CAUSE DISTRESS TO THE STRUCTURE. OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. B. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE 2. MATERIALS: SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, BOLTS- ASTM A307, UNLESS OTHERWISE NOTED METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE WF BEAMS - MOM A572-50 (FY = 50,000 PSI) ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS HSS ROUND COLUMNS- ASTM A500 G, 6(Fy=42,000 PSI) DURING CONSTRUCTION. HSS RECTANGUTAR COLUMNS - ASTM A500 Gr. B (Fy = 46,000 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE PSI) LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL ALL OTHER STEEL -MIN A36(Fy=36,000 PSI) OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. STRUCTURAL STEEL WELDING 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER 1. CONFORM TO THE AWS CODES DIA AND D1.3., AND USE ONLY GENERAL NOTES AND TYPICAL DETAILS. WHERE ME NOTES, CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE 1/4' DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT CONTINUOUS FILLET MINIMUM, USE DRY E70 ELECTRODES REQUIREMENT SHALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION, 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER OOLUMENIS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE "INTERNATIONAL BUILDING CODE" (IBC), AND STANDARDS REFERENCED THEREIN, FOUNDATION 1. FOUNDATION DESIGN PARAMETERS ASSUMED PER MINIMUM ALLOWED BY INC. NO GEOTECHNICAL REPORT PROVIDED FOR REVIEW, 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ME TO BE IN ACCORDANCE WITH THE JURISDICTIONAL REQUIREMENTS. 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL. STRUCTURAL FILL IS TO BE OOMPACIED TO 95% DENSITY PER ASTM D-1557. CONCRETE 1. REFERENCE STANDARDS: ACI-301, ACI-318, IBC, MINIMUM CONCRETE STRENGTH (28 DAYS): FOOTINGS AND STEM WALIS..,....3,000 PSI - 5 BACK MIX POST -TENSIONED SIAB.......HER H-FOUNDATION NOTES BASEMENT FOUNDATION RETAINING WALJS......3,000 PSI - 5 SACK MIX SLAB-ON-GRADE............12,500 PSI - 5 SACK MIX SLAIHIN-GRADE EXPOSED TO WEATHERING.....,...3,000 PSI AIR -ENTRAINMENT 2.5%TO 5.5% FOR EXPOSED CONCRETE. 2. MIXING: COMPLY WITH ACT-301. DO NOT EXCEED ME AMOUNT OF WATER SPECIFED IN THE APPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3. PLACING', COMPLY WITH ACI-301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHIIEC IUM-DRAWINGS. 4. SLUMP: 4- PLUS OR MINUS ONE INCH. 00 NOT ADD WATER TO MIX TO INCREASE SLUMP, GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES, DIMENSIONAL LUMBER 1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL LUMBER. BEAR STAMP OF WWPA. 2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE: WALL STUDS: 2X, HF/SYP STUD GRACE, 3x HIT #2 WALL PLATES: 2X HF/SYP STANDARD GRADE PRESSURE TREATED IN CONTACT WITH CONCRETE 3015TS 2X6 HF/SYP #2 2X6 AND UP HF/SYP Y2 BEAMS, HEADERS;6x HF/SYP#2; 4x HF/SYP#2, WWPA GRADING. POSTS; 4x, 6X, HROF #2 3. PROVIDE STANDARD CUT WASHERS FOR NUTS BEARING AGAINST WOOD, 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH OR RESTING ON FOUNDATIONS, SHALL BE PRESSURE TREATED HEM FIR OR BETTER, ALL BEARING WALL PLATES SHALL HAVE 5/8"0 ANCHOR BOLTS PLACED A MAXIMUM V FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 6'-0" O.C. SPACING), ALL PRESSURE TREATED WOOD MEMBERS SHALL COMPLY WITH AWA4 Ul AND AWP4 M4 STANDARDS. 5. CAST -IN -PUCE ANCHOR BOLTS SHALL HAVE A MINIMUM 7" EMBEDMENT. ALTERNATE 5/8'0 EXPANSION ANCHORS SHALL BE NICE OR BOLT II ANCHORS EMBED 7', OR APPROVED ALTERNATE. 6, BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. 7. NAILS: NAILING IN ACCORDANCE WITH IBC TABLE 23M.10.1. 16D NABS MAY BE 16D SINKERS (0.148 X 3-1/4") UNLESS NOTED OTHERWISE. 8. PRESURE TREATED WOOD: ALL NAILS INTO PT WOOD SMALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85. OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL, SIMPSON Z-MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WIM HOT DIPPED HANGERS) MANUFACTURED TIMBER WHEN SHOWN PER PLAN, ENGINEERED LUMBER SHOULD BE SELECTED BASED ON THE FOLLOWING: L51. RIMBOARD(1.3E) RIMBOARD OR STAIR TIMBERMAND 131.(1.3E) HEADER, BEAM, OR COLUMN< 9" DEPTH TIMBERSTBAND 151. (1.55E) RIMBOARD, HEADER, OR � 9' DEPTH TIMBERSIRANU LSL(1.3E) WALL STUD 2X4&2X6 TIMBERSTRAND L5L(1.5E) WALL STUD >2X6 MICROLNM LVL( LEE) HEADER, BEAM PAPALLAM PSL(ZOE) HEADER, BEAM PAKAMAM PSC(1.8E) COLUMN WOOD STRUCTURAL CONNECTIONS 1. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR ENGINEER APPROVED EQUAL. BRICK VENEERANCHORAGE 1. RA 2135 SEISMIC VENEER ANCHORS BY DUR-O-WAL OR APPROVED EQUAL AT WOOD STUD WALL. 2 RA 5213 SEISMIC VENEER ANCHORS BY OUR-O-WAL OR APPROVED EQUAL AT CONCRETE WALL. 3, PLACE ANCHORS AT 16' O.C. VERTICAL AND 16" O.C. HORIZONTAL SPACING. PROVIDE #9 GA HORIZONTAL JOINT REINFORCING WIRE . ATTACH TO WOOD STUDS WITH #8 CORROSION RESISTANT SCREWS AND TO CONCRETE WITH 1/00 EXPANSION ANCHORS. 4. AT ALL OPENINGS LARGER THAN 16' IN EITHER DIRECTION, ANCHORS TO BE SPACED WITHIN 12' OF ME OPENING AT ALL SIDES. 5. USE TYPE N MORTAR COMPLYING WITH ASTM U70 GLU-LAMINATED TIMBER 1. GLUAAMINATED WOOD BEAMS TO BE KILN DRIED, AITC SPECIFICATION 24F-V4 FOR SINGLE SPANS (TYPICAL), AND 24F-V8 FOR CANTILEVER BEAM OR CONTINUOUS MULTI -SPAN BEAMS (WHERE SPECIFIED PER PLAN). PROVIDE ARC STAMP ON TIMBER AND SUBMIT CERTIFICATE TO ARCHIECT AND ENGINEER. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR. ALL GLU-IAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. NO SUBSTITUTION OF OTHER SPECIES. GLU-LAM ADHESIVE TO BE WET- USE" TYPE. PROVIDE 2000 9 RADIUS CAMBER, U.N.O. 2. MANUFACTURER'S CERTIFICATE SHALL BE PRESENTED TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. WOOD SHEATHING 1. ROOF SHEATHING: 7[16' MINIMUM THICKNESS APA RATED PRP-108 PERFORMANCE STANDARD, EDGE SEATED PANELS DESIGNED TO SPAN 24 INCHES EITHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF PANEL WITH 35 PSF LIVE LOAD LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, USE 10D COMMON NAILS, O.N.O. PROVIDE EXP-1 RATING. 2. FLOOR SHEATHING: 3/4" NOMINAL APA RATED PANELS, W-108 PERFORMANCE STANDARD, NAILED AND GLUED. CONFORM TO IBC IDENTIFICATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. ADHESIVES ARE TO CONFORM TO APA SPECIFICATION AFG-01. PROVIDE T&G EDGES AT LONG PANEL EDGES. LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION, NAIL 6 INCHES ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE IOD COMMON NAILS. PROVIDE EXP-1 RATING. 3. WOOD SHEARWALL SHEATHING: PLYWOOD OR OSB APA RATED PRP-108 PERFORMANCE STANDARD PER IBC STD 23�2 OR 23-3 TYPE C-C OR C-D, USE EXTERIOR ADHESIVES. USE Ed COMMON NAILS. PROVIDE EXP-1 RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER SUDS. HORIZONTAL ]CENTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING. REFER TO SHEAR WALL SCHEDULE FOR PANEL THICKNESS. 4. NAILING SPECIFICATIONS', CONFORM TO IBC SECTION 23C4.10 'CONNECTIONS AND FASTENERS.' UNO ON PLANS, RULING PER TABLE 2304.10.1, AND FOR ROOF/FLOOR DIAPHRAGMS AND SHEARWALLS SHALL BE PER DRAWINGS, NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER SUBSTITUTION OF STAPLES FOR THE PARING OF RATED SHEATHING 15 SUBJECT TO RENEW BY ME STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. SHOP DRAWINGS AND SUBMITTALS 1. SUBMIT 2SETS OF PRINTS AND 1 SET OF REPRODUCBLES FOR RENEW FOR: A) REINFORCING STEEL B) GLU-IAMINATED BEAMS C) MISCELLANEOUS STEEL D) PRE -MANUFACTURED WOOD TRUSSES 2. SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: A) CONCRETE DESIGN MIX B) CONCRETE INSERTS C) EPDXY ADHESIVES INSPECTIONS 1. REFERENCE STANDARDS: IBC 110. INSPECTIONS ARE TO BE PERFORMED BY THE BUILDING OFFICIAL INSPECTIONS REQUIRED ARE AS FOLLOWS', 1.1. SOIL: VERIFY SUBGRADE IS DRY DENSE AND ODES NOT HAVE STANDING WATER PRIOR TO POURING FOOTINGS. 1,2. CONCRETE: INSPECTIONS REQUIRED ONLY FOR DESIGN MIXES SPECIFIED GREATER THAN 2500 PSI. TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. 1.3. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. 1.4. WOOD: DIAPHRAGM NAILING, BLOCKING AND HOLD-DOWN CONNECTIONS. ALTERNATES: I. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR. REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW; CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL COST TO OWNER. SETTLEMENT SHRINKAGE: L DUE TO CROSS GRAIN WOOD SHRINKAGE, THIS BUILDING IS EXPECTED TO SETTLE APPROXIMATELY 3/8 INCH PER STORY, ALL PLUMBING AND MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS OR OTHERS MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE IS EXPECTED IN THE DEPTH OF THE FLOOR PLATES AND NOT IN THE LENGTH OF THE WALL STUDS. )OSSITE SAFETY: 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. ABBREVIATIONS AB ANCHOR BOLT DS DOWN SPOOF PSF POUNDS PER SQUARE FOOT REV ABOVE EA EACH PSI POUNDS PER SQUARE INCH AFF ABOVE FINISH FLOOR IF EACH FACE PT PRESSURE TREATED PIT ALTERNATE EJ EXPANSION]OINT RAF RAFTER ALUM ALUMINUM E. ELEVATION REF REFERENCE APPROX APPROXIMATE IN EDGE NAIUNG(PANEL) REINF REINFORCEMENT AYC ALASKFN YELLOW CEDPR EGA ENGINEER OF RECORD REQD REQUIRED BB 00%BEAM GO EQUAL REQS REQUIREMENTS BF BDROM RUSH ES EACH SIDE SF SQUARE FOOT BLOC BIILLUING EW EACH WAY SIFTS SHEATHING BLKG BM BLOCKING BEAM FB FIN FlUSN BEAM FINISH SIM SIMILAR PDT BOTTOM FL FLOOR BPF SPRUCE PINE FIR BP BOTTOM PLATE FEND FLASHING STU STANDARD E. BEARING FIND FOUNDATION SYR SOUTHERN YELLOW PINE BTWN BETWEEN FP FIREPLACE T/ TOP OF BSMT BASEMENT FT FOOT T/BM TOP OF BEAM B/W BOTTOM OF WALL ME FOOTING T/CONC TOP OF CONCRETE UK CANTILEVER GA GAUGE T/PL TOP OF PLATE C1 COMROLIOINT DALV GALVANIZED T/SLAB TOP OF SLAB DUG. CEILING GIB GLULAM BEAM T/ST TOP OF STEEL C. CEILING ]016T OR GAME T/W TOP OF WALL CIL, CLEAR GYP GYPSUM WALL BOARD U TOP FLUSH CMU CONCRETE MASONRY UNIT HDG HOT -DIPPED GALVANIZED TJ TRIPLE HOIST COL COLUMN HDR HEADER U TOP PLATE CONC CONCRETE HF HEM FIR TAP TYPICAL CONN CONNECTION HGT HEIGHT UNO UNLESS NOTED OTHERWISE DO- CONS]EUCUON HT HEIGHT ORA UNDER POST ABOVE CONT CONTINUOUS IN INCH UWA UNDER WALL MOVE CENTER IT ]DINT VCB(V.C.B.) VERTICAL CRUSH BLOCKING DET OF DETAIL DOUGLAS FOR (RATIO MAX MAXIMUM VERT VERTICAL DR DOUGLAS FIR LARCH MIN MINIMUM VIF VERIFY IN FIELD DIM DIMENSION MISC MISCELLANEOUS W/ WITH D] DOUBLE]CS NB NON -BEARING WC WESTERN CEDAR CIA DIAMETER NO NUMBER Wp WATERPROOF ON DOWN OC ON CENTER WET WOOD STRUCTURAL PANEL PL PLATE WINF WELDED WIRE FABRIC - IMEN�Na AliOPAxo aOE eno xl5nwuvs®lA"O.C. 11'-P - - �"a" m. = 4]'-b" 5 sPt HEAR.,.. MtN FgxFFCARmxllllo - 'INFO aECRax oA Molul f£xFWafANOmorts TME SmOCNRu AxI A= ---� I I I r-----_--I I r-------� I I I I I I —.I DReW1NG5 NG XF -0FrvRX�RGNY GIIXROIXXFNA D. I G�GmG� aERAE n� w«�. Frv=,G� 2. � A;B��E� I N 1. 11 G°��� Gf A.NNGG�w��1116.1P�FFIo IFF— °F F RD. 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I- xIl—N. 71 -- -_-- I E "X o�ASA m "° WRIGRDCONTY RG —N 11 Gf THE -------- L----- e —L L— ----L x�G F Ix�4GIX Ill FLDGRw.LE�RDI11 :Ar — ——)•2.•g+ — — 5lEv� r-0� Po°nGnDX — — — 13' 0• — — — —1Y 0" — — — _RWALL IXRWALL�X. r 1G. UNFI WfnPRCLGRS ABPoI6lanm 1FI R. MF EWxOAnON REST IN GI�aEa�RmA�DmaY EEDR. wE moo. - G' -BEM 2S l mR ----------— — —L L-------L 1 w.�aNEM n°,X G x<IXX.SG,a.wRb ,aw..IX mE11 .E IX RAOPOAIIa�M AGW CENFM IXxCE55FRHSURfACE -� — J &ATE B TM'1 UX FXARO WAIfA r ot1wELPx,'o.0 wmla"/ IXLIwMANOEFIMANOA J NA L_ IL DFa XFRF DwN -0r R-P r — GNDRFS MOICATS -E.. IN AAGxTRPAAAL — 1. NY V- A 3Dt IX GGNERE,E .. FDA SEVEN -1 I NGA GN i I aRPoIX Rx°T —RYwnx as e wRmwswu:x pY wm1 » E �No 11 — J L —. _ 1 L — J X Es GM W" a N o �«FN� IE"`a L — L - D N° F GRAaEaII ITWIT x.a xGN°x n e°"m-°° I AAI —LIDA MANGAL" Is a,; �F MARUL OF AcncElMSFn "D FNi(oRILIANDUAHO EroxYl ANOA " b' , { L/-DNELN1x" aIXN, NxFRFEx°wx - Faa SFIR ALL—RE,XFGRLEMENT. 4IX. IXaIX I I I �L—J L,J I Na TM0.fIZR:INme,dsa�N°1M RF,xFF..GNRs RDF. RFAIKH FOR seas AND wins l 1-1 FOR aEexs Al 11"I I A. o w Ill—, �� �sunm a I L _ I vIwA IX AWAY fG X IX aE «GX1 NDEG ro I. vn uAE, Axo wExFNraxvroxolrvGv. E I` DINVE r®x^G.c FOUNDATION PLAN CEILING FRAMING NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET 5-I. 2, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. CEILING JOISTS SHOULD BE 2X%24"0.C. ONO. 4. CEILING JOISTS 2X10 AND LARGER SHOULD HAVE 1X4 CONTINUOUS WOOD STRIP NAILED ACROSS THE JOISTS C 8'-O" O.C. MAX. 6. ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS ONO. 'DROPPED BEAM' OR "DB" INDICATES T/BEAM EQUAL B/JOISTS. 'TOP FLUSH" OR "TF' INDICATES T/BEAM EQUAL T/JOISTS AND B/BEAM EXTENDING BELOW BIT M "BOTTOM FLUSH" OR "BF" INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVE T/1OISTS. J. STUD QUANTITIES, POST SIZE, HDIDOWN, AND SHEABWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN. 8. ALL POSTS ABOVE THE FLOOR FRAMING SHALL BE BLOCKED WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKG', "VERTICAL CRUSH B1KG", OR "VCB"). BLOCKING WIDTH SHALL MATCH WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL FLOOR DEPTH. 9. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE CENTERED OVER THE TOP PLATE SPLICE, BEAM, OR BLOCKING, UN0, STRAP LENGTH PER PLAN. 10. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE ONO ON PLAN OR DETAILS. 11. EACH PLY OF ALL ZX MULTI -PLY BEAMS TO BE CONNECTED WITH MINIMUM (2) ROWS OF 16C NAILS AT 6" O.C. STAGGERED. FOR ENGINEERED LUMBER NAILING REF APPROPRIATE DETAIL 12. ENGINEERED JOISTS AND TRUSSES TO BE DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR SUBMITTAL IN FORMATION, AND DESIGN CRITERIA. 13. FIREPROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. FRAMING LEGEND M.W11.1- - STEEL BEAM (EXAMPLE) GT -GIRDER TRUSS ZX12 - WOOD BEAM CS16-SIMPSONSTRAP -LOW ROOF - WOOD IOIST Y -HANGER AS REQ'D DETAIL CALOUT PER PLAN (EX: DETAIL "1' ON SHEET SD-V ) ® -ROOFBRACE --HIGH END LOW END M In m7 m { 4 e =r i i i —Rxuua — xB_0c � i II I I xx��x4'q` I I I ,` I I la -�- _—.—_— — T _. d II �>bx3,d — I"°"1 � `I'" I I I I I I , rva III I,I 14 ROOF FRAMING NOTES L GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET 51. tALZgE2. VERIF/ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3 NOOFRAFTERSSHALLBE2X6@24'O.C.UNO.4. ROOF SHEATHING MR GENERAL NOTES. ALL SHEATHING TO BE GLUED AND NAILED TO FRAMING PER MANUFACTURER RECOMMENDATIONS. USE BG COMMON NAILS (0.131" X 21/2") @ 6" D.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED 'WITH EDGE NAILING' OR "W/EN', AND 12' O.C. IN THE HEW, UNO. PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT PANELS OF SHEATHING. PROVIDE GAP BETWEEN PANELS TO ALLOW FOR NATURAL EXPANSION/CONTRACTION (1/B" GAP TYP). 5. ALL ROOF RAFTERS OR TRUSSES SHALL BE SPACED NO FURTHER APART THAN 24" O.C. AND SHALL BE CONNECTED TO TOP PLATE WITH H2 5 TIE 111 6. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO CONFLICT WITH ROOF FRAMING MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS BY OTHERS ]. ALL BEAMS AND GIRDER TRUSSES SHALL BE SUPPORTED BY MIN TWO SUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON Q z PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. 'DROPPED BEAM" OR "DB" INDICATES T/BEAM EQUAL B/JOISTS. ^ O J Z 'TOP FLUSH" OR "TF" INDICATES T/BEAM EQUAL T/JOISTS AND w m B/BEAM EXTENDING BELOW B/JOISTS. "BOTTOM FLUSH" OR -BF- z INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVE T/JOISTS. W S. ALL NON -BEARING WALLS TO BE FRAMED MIN 0.25' UNDER FLUOR SYSTEM. z O Z u O w 9. STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN J BELOW. 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. STRAP LENGTH PER PLAN. 11, ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. HANGERS FOR ROOFTRUSSES BY OTHERS. / 12. ENGINEERED ROOF JOISTS AND ROOF TRUSSES TO BE DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR SUBMITTAL INFORMATION, AND DESIGN CRITERIA. REVISIONS 12.1. STANDARD DEAD AND ME LOADS SHALL BE USED FOR D pE`XOUPDON DATE BY TRUSS DESIGN. REFERENCE STRUCTURAL GENERAL NOTES FOR MORE INFORMATION. / ®-Fawc AT—IR3/14RS m 12.2. CHANGES TO LAYOUT MUST BE SUBMITTED TO THE ARCHITECT AND FOR FOR REVIEW AND APPROVAL. 12.3. TRUSS SUBMITTAL PACKAGE TO BE PROVIDED TO FOR FOR REVIEW. REFERENCE STRUCTURAL GENERAL NOTES FOR SUBMITTAL REQUIREMENTS. 12.4. (W LES SHEAR/DRAG) INDICATES SHEAR TRANSFER LOAD. SHEAR TRUSS SHALL BE DESIGNED TO BE ABLE TO TRANSFER SPECIFIED LATERAL LOAD APPLIED AT THE TOP CHORD TO THE BOTTOM CHORD AND INTO SHEARWALL BELOW. PROJECT NAME 12.5. ROOF TRUSSES SHOULD BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE AS SPECIFIED U THE ARCHITECT GABEHART RESIDENCE (LE. MECHANICAL UNITS, ROOF DECKS AND PATIOS, GREEN ROOFS, SOLAR UNITS AND ETC). GIGS WESTWOOD TER 12.6. TRUSS DESIGN FOR BEARING AT TOP PLATES TO BE GRAPEVINE, TX DESIGNED FOR COMPRESSION PERPENDICULAR TO GRAIN. 13, FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY PROJECT NUMBER OTHERS. 14. ROOF COVERINGS AND ROOFING MATERIAL BY OTHERS. 525123 15. ROOF DRAINAGE BY OTHERS. 16. AMC VENTILATION BY OTHERS. CHECKED BY AP SHEET DATE- 09/08/2025 FRAMING LEGEND "A" 24X36 SHEET:1/4"=VHD' -ROOF OVERFRAMING - -WOOD JOIST `r - HANGER AS REQ'D 2XI2 _ WOOD BEAM CS16 _ SIMPSON STRAP DETAIL CALLOUT PER PLAN (EX: DETAIL "1' ON SHEET SD- I") ©-ROOFBRACE �- HIGH END LOW END a�0�1S� _ STEEL BEAM(EXAMPLE) z 5 a C7 z f � � v o TI PLAN O ROOF FRAMING I I I I o- I I 1 I I 1 1 _ I III I 1 I I I I i WALL FRAMING AND SHEAR WALL NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. LUMBER GRADE PER GENERAL STRUCTURAL NOTES. 4. ALL BUNDLED STUDS SPECIFIED PER PLAN SHALL BE CONNECTED TOGETHER WITH 16d 0 6"O.C. STAGGERED. 5. EXTERIOR WALL STUDS SHALL BE 2X6 0 16"O.C. (510% 2X6 12"O.C. (>I ) UNO. INTERIOR BEARING WALL STUDS SHALL BE 2X4 9 16"O.C, UNO. ALL INTERIOR NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER FLOOR SYSTEM, 6. PROVIDE ONE KING STUD AND ONE )ACK STUD MINIMUM AT EVERY HEADER ONO. JACK STUDS SHOULD BE CONTINUOUS TO THE FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING WIHTIN THE FLOOR FRAMING DEPTH MATCHING THE WIDTH OF JACK STUDS. ]. SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER SHEARWALL SCHEDULE. ALL EXTERIOR WALLS SHALL BE TYPE SW6 UNO. 8. ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZONTAL BLOCKING. PANEL EDGE NAILING PER SHEARWALL SCHEDULE(6.O.C. MAX), FIELD NAILING AT 12"0.C. UNO. 9. PROVIDE MIN TWO 2% STUDS AT EACH END OF SHEARWALL ONO, PROVIDE PANEL EDGE NAILING INTO EACH STUD AT END OF WALL. AT 6X POSTS SHOWN AT END OF SHEARWALL PROVIDE 3 ROWS OF PANEL EDGE NAILING. 10. SHE4RWALL PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH AT ABUTRNG PANEL EDGES. TWO 2X STUDS ARE AN ACCEPTABLE ALTERNATE FOR 3X STUD5, TWO 2X STUDS ARE TO BE NAILED TOGETHER WITH TWO ROWS 10d NAILS AT 6" O.0 (4" D.C. @ SW2 AND 2W2), AT DOUBLE SIDED SHEARWALL5 VERTICAL PANEL EDGES TO BE STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF SHEARWALL. 11. LTP4 INSTALLED OVER PLYWOOD SHALL USE 8d COMMON NAILS (.1310 X IS') LTP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE Bd SHORT (.131X 1.5") RBC INSTALLED DIRECTLY AGAINST FRAMING USE 10d SHORT (.148X 1.5"). 12, WINDOW STRAP INDICATES THAT A WINDOW IS INCORPORATED WITHIN THE SHEAR WALL. REFER TO FORCE -TRANSFER AROUND OPENING DETAIL FOR FRAMING REQUIREMENTS. 13, STHD HOD OWNS ARE DIMENSIONED TO CENTER OF STRAP. HDU/HD HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT. 14. SILL ANCHOR BOLTS (]-BOLTS) SHALL BE ASTM F1554 (36KS1) HOG, ASTM A307 (36KSI) HUG OR SIM. ANCHOR BOLTS TO BE 5/8"O X T' MIN EMBEDMENT. SPACING PER SHEARWALL SCHEDULE (72" D.L. MA%). 15. ALL RANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS, ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE ONO ON PLAN OR DETAILS. 16. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. WALL FRAMING AND SHEATHING LEGEND r DOWN SIMPSON (ST � (STND/MST/HDU/HD,D, ttP) kK #] - INDICATES THE NUMBER OF KING AND JACK STUDS •---• - INDICATES SHEARWALL LOCATION(SW*- SHEAR WALL MARK) C. -SIMPSON STRAP (EXAMPLE) 2 - WOOD HEADER - HANGER AS REQ'D SW6 -SHEAR WALL CALLOUT. REFER TO SHEARWALL SCHEDULE .•0Z15�•I - STEEL BEAM(EXAMPLE) WALL BRACING PLAN g PER ua wlo q[p�1=AivEgM LfxGtII AS Y I �ppnoNa;��aDaGED,wx 1 I GRADE BEAM REINFORCEMENT AT EXTERIOR LExGrx As AD vE ¢ Gi SENS i III �. I lcl�ED maauvs p=e ac 6 I GRADE BEAM REINFORCEMENT AT EXTERIOR si} IDESED EA SDE: zxa RHEE _E u ♦e' D.G. (J) 16d WJLs 5TgCGE1=fD � `^^ / 1 ^l } Y �� �JDI^515 PEA PW! J06'IG RGFAM PFR PUN AxOwiNLER% CEILING JDUI515 NwA HEIGHT OR MOftE 11 KNEE BRACE AT CEILING BEAM fzs��o,x"M�xr uD�L�"xxF�)�mLxA%I 2X4 STUDS 3ry6• 35/Ea 2X6STUDS lira' zln6• '�`—— 16I ALLOWABLE STUD NOTCHING AND BORING SEI aloe AE4,Ir.EMe+nwa wxG AID up�o, tE�JM�x,Igx L� Y� INI III onaY 2 GRADE BEAM REINFORCEMENT AT EXTERIOR £ a E,xwAGEMEq samuE� rl� ' TADrcL ADD, o mRnncxr sL auPF�sv`nar� J INTERIOR STEP AT SLAB �,w coffin nos P3. vuiElfGRn� I1 1 1 1 1\`` I I I I I ,M� SVLIRPSNDIYv� � nPGGEaD,~EftwIGE `WA M111G VER I PUN ill ELEVATION TOP PLATE SPLICE nvrvD (P D.c) I xl PaPiD xvwE Do-'�vs ts.Ve-uo I I F H>rt1Cwmnrt�vw.l oL=s vsr. L�LLu he. uc- I xE4Ss��Gxs ens sgwx waz0lmlmrna'r=ulmpA xn :,t I I I 17 TYP SPAN TABLE Ar FEa fiu,IDER b VEu REQ'o,.AMix a. LEI —as — nD P. T(I D' S-a¢MFxt PER own 3 EXTERIOR FTG AT GARAGE DOOR ,D txs' qn) 6 �U_ D $ I BAR BEND AND HOOK DETAILS 111111 wnx =fie nAVLS DCaen Sm r l �%� NEIGIrtiD MA,cn BEAM SIR 131 POST TO BEAM CONNECTION /'��--Pa DGMwINuxuR —DI�°,"Ax�FDRi»'DiDPPu,Es � —PDR[H sUM PER wAN 181DROPPED BEAM AT EXTERIOR WALL MUM).. vMZvsa s�-xP Erofaxr CR siM, DULLAxDEwxY EMswMExt Mnl SUAFACFOFFxImNG wunDAT10ni0 BECLEAn �wwaaMErv, wrzI. n ul5�v' wD'LwniaslAr xooa 4 STEM WALL CONN. TO EXISTING FOUND. 5 SECTION AT ADDITION IARGEaREInwRa„Ew�aEAnDEPacf�,o�Dsw I T ..xmnapasx _\ wmga na mo .awM ,@ w Pwm s mwau xwI.Fn oacEMExiiG ExraacE E♦ c,a �: � xx as ,> I N CORNER INTERSECTION Rf16) I, vER SCHFWIE� T^ w(xs) m ,ui e, � e, u G� Fv AND DDiaEIxFDamnExim En FUE r m 5= U aEmwa Exrmaa e auvs eOiTON DnLY ��1 ml�aa r,m ern wn Euim'pfm), _SS IRSuQUIXw R z ra uanwu wra4n,M ss czx, siu6 Xfmnu rnD sEI INTERIORTO EXTERIOR BEAM INTERSECTION 9 CORNER BARS AT BEAM INTERSECTIONS 101 MILD REINF LAP SCHEDULE ,D §� ,.s.usaNRwF,aMxiDiDPxP,F nq�clµZo»��cln^�a,�sE�a;Pola�Es�LsaI ,D w" RIDCE RaARD AT ,. aDL. iD aexE .ANEYDRnm * �fn,FwxDx o-,am'xn.,,afDwE.ss ew+im Pi wLUI,ssNDxls v=•xo.sss') ,.=, lelayswwsxvnre� muss xorvw oamK(�xsim�Puvc`nEID ING s. smxs PTMaacnw ww wnlse mxfl,R^m.us lP,=°D.c E� L R UsG WEFRPV.FLAT 11.AA/(E )) e �m(l,ry'xs s')PtaD[_A.. I Ki W/ ao PACH 1. FIRER 1W es wE%(fMn aal@�E'xoc9xrv)DmrvwunlW Z Ls c26�oDuazFiov xPrtssuD fl'xn.l}N')NIIP%fDARG 6 fl)=oe mx llro.l=E•) O.0 saE vuismmisroa NDcarvG Pixa sxEuw .—I .s.sps vws mvaxsDlEelarzms,wDw wLff',�Mwx 11 � J� " - w is Ux'xo.lss) J/ Iq ROOF JOISfS a. ,,................................................._.... ..,.,...,......,...... a.. .......... PRIOR TD DVERINMINC PER PUx 141 FASTENER SCHEDULE (BASED ON R6023(1)) 151 ROOF OVERFRAMING �DVEa�Pro�xA,sAT ;max manmara =111m IMIN zxe wacx DFAM II'l) �=fAa snlDs ���PE«DIEu� pv=mPxEAM /• a i u _;; nvea �—=IuxmlDs J ` � I *S..00' " a�caro D 3x NmIXRw Wml vErci xOus u aE¢ux,EO wALL FUiE`lE6e5IN ERO6 PAN PE0.5NEA0.WALL A $GxEDpLf (R8O6'O.C. MAXI P 0.MCMY uN��LaNT °"'E saEBUI�IeE@6 a�cWrlAuri wAu�nnsnwi ulEA .m CR TD.xAN. d7wwi�G l °lo vr'e Xx�m Isle'mt (au0"mx trla^I I�isLwW� 6'Oc. C I I S. L� Ixw1TwOLOS"�dAi i" OCfA9Fr€19'O.0 I1I OW5 x6E AT xltita ExlENOR wALL9nmvE6lGrurtOAs$HGRWALLS,PaOVTOEAxawtewasO n'Oc. x)�AwOiNMG RANEt EWES fiTA6GFRf0ON fAOl61W OFWALLGNALLBE WFSETN FALLON 06fERfM D) NR W TOE AD11111—INO 10. fA[N u9m111 ROW Of MA IS Roof RAfTERsr6x Pux rvuls fAsxot-P(x)x6D O wRTcfl (x)MW6pj P.!A. FASIDE t6O NNL9 EAOaEI 11— SOITS PSI 1. wALL6EaW���—ii� v N��Eo 6�lAI�.5Tp05B5IpWDAwA,O1T¢TAE j ELEVATION �''BRACE SECTION 2 KNEE BRACE AT RAISED CEILING 3 KNEE BRACE CONNECTION DETAIL 4 ROOF BRACE 5 TYPICAL ROOF -CEILING FRAMING fA t%MIREmu°axENi6FOR NULiRYmEAx16 ui o�E: VV—MV.— Ano wolsivaE mo .N GrDME.I nNwwfn/KINGsluos sSSENTRE %1ED ENEEF _ wm -TNER BRt MFT Eu w III As CON. -ON B�OBAi N�11�vi R�GMS tll ES SECTION �n1 MIN. IENGRI / ROWS O.C. SPACING LOCATION OEn,in wxEUOccuRs R6¢'0 � Ai B i0 FM1 CONNEC � 3, ,q eNIX uD[ALVE0.Pux PEk AQ� z Iw-t6D Nals 1Y' 2w 12• ONE sm[ wESTFIL s E DuvEa TAa1E O SCREWS W OR SRe' 2 2a' AS RE¢o. Sr OIHEa6 O IDD xaLs 3' 30.1 AS RE¢'D, BroTHENs ELEVATION - —_ — —� 3 �,j 1 D-t6D Nals a ,' 2W t2' epm SIDES on aun(�wo sxowNl— _ xnM� EE 1r^ LUI , • 5R' ' ¢cma oR wlnoow, NFM Fux SECTION G.RraixERs LLLIDID�u' 2 2 2c Xs)Awx xlxG stuoia V _� _ —• En�EM°"ESIoEEs"SEGERR m oNE SIDE sPAxS rDR uwrsoFroR sioRl� nio roe" R TIC PAu HN"Ar a�59EF. 103 N,� 3 � An �,IM II. FASIFNEAS ON THE Fl_ SIDE 12D-t6D NARSI 31:' 2w 12 (PER PLY) Srt¢ G xEROw v6a x.An A ® xxXEua Art 186e@6 c" CNISTO DO SPACED BEMEEN ROWS OF .,.y� SCRBAS OR MC. 9x -DE 5I xUNO pN _ FASTENERS 5 e r.'6 2 24^ ONE SIDE �xUtts/16 Iryw v[ E 1 wo �1 ¢Ta 11 uxfouuuuOo n N11 as lllxa FISiENE95 PE0. TRINE (IJ ICI NN' ARE 0.128• DNUETER' I2O- D tW6 ME O.IdB" - 0A." OWA_: NOT"' b I Ix11•�4OR (1)xM I SCREE_ ME �JS, SDIY, W5. OR 1RUSs-LOKa i11OxG UGOf uxTELiO 6 NAx��%� msO g 191x�M1Oa lz)xM (2J AN AINRRONAL ROW OF NNLE IS PROUIRED WITH DEEMS OF 16^ OR GRWR. xl srEnuxTELSTa BE SMm1 'MB evARusTTIUHiR1°diNE Ox AMIN., 3xI6 GIB IdWaOalx)u6 Na) wxFM ONxEcnuc a -PLY MEMBERS. NUL -N IY TO ME GTNER AND OFFSET ISOMETRIC MIAI. ET m NS s V6G1e (8)x0 L RDWSGV r FROM ME Rows IN mE PLY BELGn. RamAxcE ON wwE¢F mRaason aESlsTlvE STEW ¢¢F ER6 MR w x 1 In°o Rrvu s°f F OF FOR Nx)�O C6e 6uuG fR TNIN IT fFIUW DOS aWf RAfrEU IFI, m�i6oauulss0i EECE L _ 6 I SHEAR TRANSFER ELEVATION AND SCHEDULE 7 I MULTI -PLY BEAM CONNECTION 2xa K((4)) RRACEWOMIA aB END C rxIGN CFIUNG JOISTS 1.1. IRE D. C `. IO CEIIIN p5 SIS1EREp iO OI TS Y i (R)I 161E BNp JOIST TO IOW CEIIING —INS PER'. PP 11 I KNEE BRACE AT CEILING HEIGHT CHANGE ROOF EkTHING, PANEL EWE N4lING NOOF RAFTERS PER PUN 2. BL., lYP H2.5 AL WN PFR PUN Tad AT a^ D.G. r �0G oC. cpT T, � vt . w - Y �. RBERS/Ai 116 OC IxcVSP`NiUOUS` tONROOf`ATM WOOD STRIP NAI 0 ACROSS CME J O 5'-0' O.0 CpUpG JOISTS REDW AS CEILN� EO IN ROOro uB ECONTINUW4I `CER1NG DOE, PA IN 12I GABLE END ROOF FRAMING 16 HIP ROOF FRAMING 17 CORNER BRACE (CORBEL) TO' ATE. D.G� � �xNO 1.FONfrtR C. 4-PER \!II GAB ENO NWASL -F (RR . F RON /SNDs°.pkTZry Tl TG RaoF vRw�iNc - yvtR°I IT ARCH BNAELT CONT SHEATHING ROOF ENLACE In 3 PIECE — PER R. pFR 1. \ POOFPER PVx N VEER E1/31' 1,.1 PER 1.PUq TO MAICN ROOF 6FIE SIZE W/ MIN (3) CEILING JOISTS PER PUN d NAILS G BRACE R 1/6 HEIGHT ONGDACK tl O e OC PROMN E/_ TO RNGE, i GH1i1 AGAINST mOGE BFAw. PER PVN INO M RN E �y1 K F RDEF RAPIERP 45= 9 1 LOOSE LINTEL AT BRICK VENEER LLC RODF SHFARIING, M M 2. W1(C M1M CE Ixc JOlsi i0 ROOF VENT HCI GENERALONOTEBNON PEP 131 GABLE ROOF FRAMING AT VAULTED CEILING 141 HIP ROOF FRAMING WITH FLAT CEILING 10 1 TYPICAL HEADER FRAMING TOE WNLR O6"O.0 RICCxING RPAN�ERMn 151 VAULTED ROOF FRAMING AT DROPPED BEAM 104112,;411111 I s wealpg 4 awaPls T4aQeO 6 00 OZL _ _.._. aava ,. a,n W N —*Z 1. EROSION CONTROL UIRED E CONSTRUCTION 2. NO CONSTRUCTION. FILLING, CUR TT NG, OR GRADE CHANGE pINTS EASEMENT WITHOUT PRIOR APPROVAL. 3. GRASS/EROSION CON ,11WI UI TT BEFORE FINAL. 4. b s 015-00101-1P, f- q Al A5 wootww- 'yvLo-e-- G E How to eet a Lot Drainage "GREEN -TAG" for final storm Hater drainage associated with House, Pool, & Commercial Construction Proiects tsrptember+11071 • STEP I — Ensure your site is properly graded and drains as indicated on the approved plan. • STEP 2 - Stabilize your site and install final cover (grass, stone, landscaping, etc.) or structural BMP's before you call in for a "Final Drainage Inspection." • STEP 3 — Call & request "Final Drainage Inspection" minimum of 72 hours (3 days) prior to the overall "Final" being requested for the site. Call (817-410-3010) to request inspection. Projects MUST be stabilized through the installation of final cover or BMP's before they will be approved and a "GREEN -TAG" issued. Final cover shall consist of landscaping to prevent erosion and discharge of sediment from the site. Typically, grass and/or stone landscaping is used as final cover. As an option to final cover. BMP's may be used to prevent erosion and discharge of sediment from the site. All BMP's must be selected. installed, and maintained in accordance with specifications to ensure proper function. As a general rule, 70% of the site must have final cover. The Public Works Enviromrtental Services Division (817410-3333) is responsible for inspecting storm water drainage for lot and pool. The Public Works Engineering Division (817- 410-3143) is responsible for the storm water drainage design and specifications for lot and pool. Environmental Services will conduct a field inspection to compare and evaluate the "as -built" site against the plan and specifications. If the project is not built in accordance with the plans and specifications it will be denied and "RED -TAGGED." The "RED -TAG" shall serve as a Notice of Violation (NOV) and the Responsible Party shall have 48 hours to address the concerts. A second "Recall" inspection will be conducted after 48 hours or sooner at the request of the Responsible Party. If the site is in compliance a "GREEN -TAG" will he issued and the site will be release&approved. If the site is "RED -TAGGED" for the second time a written NOV will be issued and the Responsible Party will be charged a fee. 1'fhat is a BNIP? A Best Management Practice (BMP) is a method or combination of methods used by the builder to manage and prevent unauthorized discharge of storm water. Some examples of Structural BMP's may include, but may not be limited: silt fence, Curlex, erosion control blankets, compost socks, rock rip rap, compost, mulch, waddle's. etc. ,00.qq, aeuwoixc �� - y— 1S BulL uNE I ` rT- ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY- SATURDAY ONLY NO WORK PERMITTED ON SUNDAY SPECIAL NOTE PROVIDE SAFETY GLAZINGS AS REQUIRED PER SECTION 308 AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE INTERNATIONAL RESIDENTIAL CODE SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL SOUND. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY RECEIVED: 4/4/2025 25-001272 2125 WESTWOOD TERRACE DETACHED GARAGE GABEHART RESIDENCE REMODEL S25123 PROJECT INFORMATION PROJECT ADDRESS 2125 WESTWOOD TERMCE GRAPEVINE,TX 76051 DESIGNER BUCHANAN DESIGN STUDIO STRUCTURAL ENGINEER U20 ENGINEERING B DESIGN P.O. BOX 1447 GRAPEVINE, TX 76099 PHONE: (214) 625-2819 CONTACT: AUAKSEI PATSEVICH, PE CONTRACTOR SHALL CALL FOR INSPECTIONS] (817)410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. CODES ENGINEERED PER: 2021(IRC) INTERNATIONAL RESIDENTIAL CODE 2021(IBC) INTERNATIONAL BUILDING CODE SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. SHEETINDEX COVER SHEET...S-0 STRUCNRAL GENERAL NOTES..S-1 FOUNDATION PUN 5-2 FIRST FLOOR CEILING FRAMING PUN...S-3 ROOF FRAMING PUN...S-4 WALL BRACING PIAN...S-5 STRUCTURAL DETAILS... SD -I STRUCTURAL DETAILS... SD-2 W CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 04/14/2025 BY: ARNOLD O RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. GENERAL STRUCTURAL NOTES DESIGN CRITERIA 5, CURING: COMPLY WITH ACI-301. KEEP CONCRETE MOIST FOR SEVEN CODE: 2021 IBC/IRC & AMENDMENTS AS ADOPTED BY THE REVIEWING DAYS MINIMUM. AGENCY/COUNTY. 6, JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF ROOF LIVE LOAD .......................... .20P5F VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTOR'S FLUOR LIVE LOAD OPTION, WITH PRIOR APPROVAL FROM ENGINEER. RESIDENTIAL ....................40 PSF 7. WEATHER EXTREMES: COMPLY WITH AID 30SR FOR HOT WEATHER. BALCONY/DECK........... ..... 60 PSI COMPLY WITH ACT 306R FOR COLD WEATHER, BASIC WIND SPEED..................115 MPH, EXPOSURE 8 8. WATER/CEMENT RATIO SHALL NOT EXCEED 0.50(BY WEIGHT), TYPICAL. GENERALCONDITIONS L THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND REINFORCING STEEL SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE 1. REFERENCE STANDARDS. ACT 'DETAILING MANUAL" (SP-66); CAST MAY FIND BEFORE PROCEEDING WITH THE WORK, MANUAL OF STANDARD PRAC'TICE(MSP-1) 2, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND 2, MATERIALS: SITE CONDITIONS BEFORE STARTING WORK. THE REINFORCING STEEL: ASTM A615, GRADE 60 ARCHRECTIENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING 3. SPLICES: OF ANY DISCREPANCIES. LAP CONTINUOUS REINFORCING BARS AS BAR DIAMETERS, UNLESS 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF OTHERWISE NOTED, PROVIDE CORNER BARS FOR ALL HORIZONTAL THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF REINFORCEMENT. THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING 4. COVER: WITH ANY WORK SO INVOLVED. FOOTINGS ..... ,..... 31NCHES 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL SUBS...................2 INCHES DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES' S. FORMED SURFACES: AND/OR "STANDARD DETAILS". WEATHER FACE ...1-1/2 INCHES, #5 BARS AND SMALLER 2 INCHES, 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, # 6 BARS AND LARGER THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK, INTERIOR FACE ..,3/4 INCH FOR SLABS AND WALLS 1-1/2 INCHES 6. WORKING DIMENSIONS SHALL NOT BE SCUD FROM PLANS, FOR BEAMS AND COLUMNS SECTIONS, OR DETAILS ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL AND MISC. STET MESTRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS 1. REFERENCE STANDARDS: DESIGN, FABRICATION AND ERECTION ARE OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR U BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE AISC "CODE CAUSE DISTRESS TO THE STRUCTURE. OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. B. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE 2. MATERIALS: SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, BOLTS- ASTM A307, UNLESS OTHERWISE NOTED METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE WF BEAMS - MOM A572-50 (FY = 50,000 PSI) ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS HSS ROUND COLUMNS- ASTM A500 G, 6(Fy=42,000 PSI) DURING CONSTRUCTION. HSS RECTANGULAR COLUMNS - ASTM A500 Gr. B (Fy = 46,000 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE PSI) LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL ALL OTHER STEEL -MIN A36(Fy=36,000 PSI) OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. STRUCTURAL STEEL WELDING 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER 1. CONFORM TO THE AWS CODES DIA AND D1.3., AND USE ONLY GENERAL NOTES AND TYPICAL DETAILS. WHERE ME NOTES, CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE 1/4' DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT CONTINUOUS FILLET MINIMUM, USE DRY E70 ELECTRODES, REQUIREMENT SHALL ARMY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT DI COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 1. 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION, 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER 2. OOLUMENIS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE "INTERNATIONAL BUILDING CODE" (IBC), AND STANDARDS REFERENCED THEREIN, FOUNDATION 1. FOUNDATION DESIGN PARAMETERS ASSUMED PER MINIMUM ALLOWED BY INC. NO GEOTECHNICAL REPORT PROVIDED FOR REVIEW, 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ME TO BE IN ACCORDANCE WITH THE JURISDICTIONAL REQUIREMENTS. 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL. STRUCTURAL FILL IS TO BE OOMPACIED TO 95% DENSITY PER ASTM D-1557. CONCRETE 1. REFERENCE STANDARDS: ACI-301, ACI-318, IBC, MINIMUM CONCRETE STRENGTH (28 DAYS): FOOTINGS AND STEM WALIS..,....3,000 PSI - 5 BACK MIX POST -TENSIONED SUB....... PER H-FOUNDATION NOTES BASEMENT FOUNDATION RETAINING WALS......3,000 PSI - 5 SACK MIX SLAB-ON-GRADE............12,500 PSI - 5 SACK MIX SLABHIN-GRADE EXPOSED TO WEATHERING.....,...3,000 PSI AIR -ENTRAINMENT 2.5%TO 5.5% FOR EXPOSED CONCRETE. 2. MIXING: COMPLY WITH ACT-301. DO NOT EXCEED ME AMOUNT OF WATER SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH UN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3. PLACING', COMPLY WITH ACI-301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHRECTUPALDRAWINGS. 4. SLUMP: 4- PLUS OR MINUS ONE INCH. 00 NOT ADD WATER TO MIX TO INCREASE SLUMP, GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES, MENSIONAL LUMBER MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL LUMBER. BEAR STAMP OF WWPA. MINIMUM DIMENSIONAL LUMBER GRADES TO BE: WALL STUDS: 2X, HF/SYP STUD GRACE, 3x HIT #2 WALL PLATES: 2X HF/SYP STANDARD GRADE PRESSURE TREATED IN CONTACT WITH CONCRETE 3015TS 2X6 HF/SYP #2 2X6 AND UP HF/SYP Y2 BEAMS, HEADERS;6x HF/SYP#2; 4x HF/SYP#2, WWPA GRADING. POSTS; 4x, 6X, HROF #2 PROVIDE STANDARD CUT WASHERS FOR NUTS BEARING AGAINST WOOD, ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH OR RESTING ON FOUNDATIONS, SHALL BE PRESSURE TREATED HEM FIR OR BETTER, ALL BEARING WALL PLATES SHALL HAVE 5/8"0 ANCHOR BOLTS PLACED A MAXIMUM V FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 6'-0" O.C. SPACING), ALL PRESSURE TREATED WOOD MEMBERS SHALL COMPLY WITH AWA4 Ul AND AWP4 M4 STANDARDS. CAST -IN -PUCE ANCHOR BOLTS SHALL HAVE A MINIMUM 7" EMBEDMENT. ALTERNATE 5/8'0 EXPANSION ANCHORS SHALL BE NICE OR BOLT II ANCHORS EMBED 7', OR APPROVED ALTERNATE. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. NAILS: NAILING IN ACCORDANCE WITH IBC TABLE 23M.10.1. 16D NABS MAY BE 16D SINKERS (0.148 X 3-1/4") UNLESS NOTED OTHERWISE. PRESURE TREATED WOOD: ALL NAILS INTO PT WOOD SMALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85. OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL, SIMPSON Z-MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WIM HOT DIPPED HANGERS) MANUFACTURED TIMBER SHOP DRAWINGS AND SUBMITTALS WHEN SHOWN PER PLAN, ENGINEERED LUMBER SHOULD BE SELECTED BASED 1. SUBMIT 2SETS OF PRINTS AND 1 SET OF REPRODUCBLES FOR RENEW ON THE FOLLOWING: FOR: LSL RIMBOARD(1.3E) RIMBOARD OR STAIR A) REINFORCING STEEL TIMBERMAND 131.(1.3E) HEADER, BEAM, OR COLUMN< 9" DEPTH B) GLU-IAMINATED BEAMS TIMBERSTAAND 151.(1.55E) MMBOARD, HEADER, OR � 9' DEPTH C) MISCELLANEOUS STEEL TIMBERMAINU LSL(1.3E) WALL STUO 2X4&2X6 D) PRE -MANUFACTURED WOOD TRUSSES TIMBERSTRAND LSL (1.5E) WALL STUD > 2X6 2. SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: MICROLNM LVL( LEE) HEADER, BEAM A) CONCRETE DESIGN MIX PAPALLAM PSL(ZOE) HEADER, BEAM B) CONCRETE INSERTS PAKAMAM PSL(1.8E) COLUMN C) EPDXY ADHESIVES WOOD STRUCTURAL CONNECTIONS 1. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR ENGINEER APPROVED EQUAL. BRICK VENEER ANCHORAGE 1. RA 2135 SEISMIC VENEER ANCHORS BY DUR-O-WAL OR APPROVED EQUAL AT WOOD STUD WALL. 2 RA 5213 SEISMIC VENEER ANCHORS BY DUR-O-WAL OR APPROVED EQUAL AT CONCRETE WALL. 3, PLACE ANCHORS AT 16' O.C. VERTICAL AND 16" O.C. HORIZONTAL SPACING. PROVIDE #9 GA HORIZONTAL JOINT REINFORCING WIRE . ATTACH TO WOOD STUDS WITH #8 CORROSION RESISTANT SCREWS AND TO CONCRETE WITH 1/00 EXPANSION ANCHORS. 4. AT ALL OPENINGS LARGER THAN 16' IN ETHER DIRECTION, ANCHORS TO BE SPACED WITHIN 12' OF ME OPENING AT ALL SIDES. 5. USE TYPE N MORTAR COMPLYING WITH ASTM U70 GLU-LAMINATED TIMBER 1. GLUAAMINATED WOOD BEAMS TO BE KILN DRIED, AITC SPECIFICATION 24F-V4 FOR SINGLE SPANS (TYPICAL), AND 24F-V8 FOR UNTIL -EVER BEAM OR CONTINUOUS MULTI -SPAN BEAMS (WHERE SPECIFIED PER PLAN). PROVIDE ARC STAMP ON TIMBER AND SUBMIT CERTIFICATE TO ARCHITECT AND ENGINEER. MATERIALS MUST BE OBTAINED FROM AN ARC APPROVED FABRICATOR. ALL GLU-LAM BUMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. NO SUBSTRUTION OF OTHER SPECIES. GLU-LAM ADHESIVE TO BE WET- USE" TYPE. PROVIDE 2000 9 RADIUS CAMBER, U.N.O. 2. MANUFACTURER'S CERTIFICATE SHALL BE PRESENTED TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. WOOD SHEATHING 1. ROOF SHEATHING: 7[16' MINIMUM THICKNESS APA RATED PRP-108 PERFORMANCE STANDARD, EDGE SERUM PANELS DESIGNED TO SPAN 24 INCHES ETHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF PANEL WITH 35 PSF LIVE LOAD LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, USE 10D COMMON NAILS, U.N.O. PROVIDE EXP-1 RATING. 2. FLOOR SHEATHING: 3/4" NOMINAL APA RATED PANELS, W-108 PERFORMANCE STANDARD, NAILED AND GLUED. CONFORM TO IBC IDENTIFICATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. ADHESIVES ARE TO CONFORM TO APA SPECIFICATION AFG-01. PROVIDE T&G EDGES AT LONG PANEL EDGES. LAY UP WITH MINIMUM OF CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION, NAIL 6 INCHES ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE IOD COMMON NAILS. PROVIDE EXP-1 RATING. 3. WOOD SHEARWALL SHEATHING: PLYWOOD OR OSB APA RATED PRP-108 PERFORMANCE STANDARD PER IBC STD 23�2 OR 23-3 TYPE C-C OR GD, USE EXTERIOR ADHESIVES. USE Ed COMMON NAILS. PROVIDE EXP-1 RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER SUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING. REFER TO SHEAR WALL SCHEDULE FOR PANEL THICKNESS. 4. NAILING SPECIFICATIONS', CONFORM TO IBC SECTION 23C4.10 'CONNECTIONS AND FASTENERS.' UNO ON PLANS, RULING PER TABLE 2304.10.1, AND FOR ROOF/FLOOR DIAPHRAGMS AND SHEARWALLS SHALL BE PER DRAWINGS, NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT U REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER SUBSTITUTION OF STAPLES FOR THE FARING OF RATED SHEATHING 15 SUBJECT TO RENEW BY ME STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. INSPECTIONS 1. REFERENCE STANDARDS: IBC 110. INSPECTIONS ARE TO BE PERFORMED BY THE BUILDING OFFICIAL INSPECTIONS REQUIRED ARE AS FOLLOWS', 1.1. SOIL: VERIFY SUBGRADE IS DRY DENSE AND ODES NOT HAVE STANDING WATER PRIOR TO POURING FOOTINGS. 1,2. CONCRETE: INSPECTIONS REQUIRED ONLY FOR DESIGN MIXES SPECIFIED GREATER THAN 2500 PSI. TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. 1.3. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. 1.4. WOOD: DIAPHRAGM NAILING, BLOCKING AND HOLD-DOWN CONNECTIONS. ALTERNATES: I. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR. REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW; CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL COST TO OWNER. SETTLEMENT SHRINKAGE: L DUE TO CROSS GRAIN WOOD SHRINKAGE, THIS BUILDING IS EXPECTED TO SETTLE APPROXIMATELY 3/8 INCH PER STORY, ALL PLUMBING AND MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS OR OTHERS MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE IS EXPECTED IN THE DEPTH OF THE FLOOR PLATES AND NOT IN THE LENGTH OF THE WALL STUDS. )OSSITE SAFETY: 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY ME CONTRACTOR SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. ABBREVIATIONS AB ANCHOR BOU DS DOWN SPOOF PSF POUNDS PER SQUARE FOOT REV ABOVE EA EACH PSI POUNDS PER SQUARE INCH AFF ABOVE FINISH ROOR IF EACH FACE PT PRESSURE TREATED PIT ALTERNATE EJ EXPANSION]OINT RAF RAFTER ALUM ALUMINUM E. REVATION REF REFERENCE APPROX APPROXIMATE IN EDGE NAIUNG(PANEL) REINF REINFORCEMENT AYC AUSKAN YELLOW CEDPR EGA ENGINEER OF RECORD REQD REQUIRED BB 00%BEAM DO EQUAL REQS REQUIREMENTS BF BDROM RUSH ES EACH SIDE SF SQUARE FOOT BLOC BIRLUING EW EACH WAY SIFTS SHEATHING E.GBLOCKING BM BEAM FB FIN FlUSN BEAM FINISH SIM SIMILAR PDT BOTTOM FL FLOOR BPF SPRUCE PINE FIR BP BDROM PLATE FEND FLASHING STU STANDARD E. BEARING FIND FOUNDATION SYR SOUTHERN YELLOW PINE BTWN BETWEEN FP FIREPLACE T/ TOP OF BSMT BASEMENT FT FOOT T/BM TOP OF BEAM B/W BOFIOM OF WALL HE FOOTING T/CONC TOP OF CONCRETE UK CANTILEVER GA GAUGE T/PL TOP OF PLATE CI COMROLIOINT GALV GALVANIZED T/SLAB TOP OF SLAB CLG. CEILING GIB GWLAM BEAM T/ST TOP OF STEEL C. CEILING ]C16T OR GAME T/W TOP OF WALL GR CLEAR GYP GYPSUM WALL BOARD U TOPFLUSH CMU CONCRETE MASONRY UNIT HDG HOT-0BPED GALVANIZED TJ TRIPLE HOIST COL COLUMN HDR HEADER U TOP PLATE CONC CONCRETE HF HEM FIR TAP TYPICAL CONN CONNECTION HGT HEIGHT UNO UNLESS NOTED OTHERWISE DO- CONSTRUCTON HT HEIGHT ORA UNDER POST ABOVE CONT CONTINUOUS IN INCH UWA UNDER WALL MOVE CeNTIR IT ]DINT VCB(V.C.B.) VERTICAL CRUSH BLOCKING DET DUAR. MAX MAXIMUM VERT VERTICAL OF DOUGLAS OR(SOUIHJ MIN MINIMUM VIF VERIFY IN READ DR DIM DOUGLAS FIR LARCH DIMENSION MISC MISCELLANEOUS WI WITH D] DOUBLE]CS NB NON -BEARING WC WESTERN CEDAR CIA DIAMETER NO NUMBER Wp WATERPROOF ON DOWN OC ON CENTER WET WOOD STRUCTURAL PANEL R PLATE WINF WELDED WIRE FABRIC CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE, CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 04/14/2025 BY:ARNOLD RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. pFRONT VIEW (COLOR) — — A4102 ScaLc , -zv NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY ACRAP E CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEAGE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPTON THE JOB SITE AT ALL TIMES. 04/14/2025 BY: ARNOLD O RAMIREZ TSBPE: 1-0898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 100.00, 5 UTLITY EASEMENT ------------------------------------- I � 6' BUILDING LINE (P:GARAGE OPOSED li 25' REAR BUIL ING LINE I f I L Lij A:' h vL2 o o r PROPOSED N "m4l•l ,��- ^ REMODELED ONE STORY HOME :il I � Pp E _30 .' BUILDING LINE �S W------------ -__ -__-- 100.00,N � Site Plan A002 S— - -,v 2125 WESTWOOD TERRACE LOT 3 BILK 3 ® CW0ght 2025 ■ Buchanan Design Studio 311 S. 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TF-R. 04/14/2021 BY: ARNOLDO RAMIREZ TSBPE: 14888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. FOUNDATION PLAN 1. GIRO. OEftd�E S'fAAAN WOALL N. °NEF NESR�RA/ HEG°SIWM1 A. DO �� 1 THI �°oGft— Gf � INAIIXFM�GXFM,�A,>E�,�°FMFAA�FR AND GNRAE ENGaRR REFIRE RADREDING WITH AR DONE ED RRARNOS 5 PRE[mENO WERE ME GENEPAE R— ANDIOOA oSTA — E. IN CZ"l— =NNNwEEANDUNERHGwoRRANDHESHALLN a ND�D A� I�ao�MA=No� O D�RNOOF IXIXOSINDAUMOATYOVFA ANYPOATIXIaTIE... 14 IS SHALL LP O0.RwIErv6 A o ER GENBVR D-1 _RRADOU1.—R-ONS ENiNREQUTAEN-,-,AwLY. II N-1-1—ALRODDINK-11NIONTOI 11, 0 N NOlEO IN I INARRIED AN OA I INN N-NAP AND oAFOS1EE1Rx¢op11MEwoxf •INRANPTIONN eUINIxG CDOE 1 N°A f0 NwnON DESIGN RARA RS XOt IW Eva gEVIRw AY -PSSUXEO 0, I,N— AN, Asw ,,.L0XVR NO PROIGIONE AND REREIAI III PREPA _ n� 1. ID DE IN —AN. AM MF I.R.—NN NINIR 10 ER VyVPoY°=E SI NREN-NIDRi WmuSN'AEa 0� THE AV IN RO O R RRn RODA w. I BA' 11 1D, IT ISRT¢.WXRMiO AESPoNSIarury TONRVF MF EWN—N REST ON E ,, wE R%o:Ysa....s-mN— NUEXT. 2 wAiEOJ�ENENF—I— NOT ENFEED D.XD H. wRGXR, RYwGE Of wAiER EXI FIIN ON OR DO RRESORf°PRACE�WPRq WHICH UX BF MRO OH 3, PLYSNNITH AC 30t RECONCRCIE NDBT R REN IN OPAL srsHis canAjNfffwanGX MIC D .FNET �R I a I ncncEins>n 'ODT HIND XANwr Hs ), IRA A— P'1°uPoINFERTRINFE. 04 IKH fox suER AND wuu I Wolfs mR AEAK CONTROL '1.' aw'. , ONErt B. s O1HFRSUNIFEo 11-11-1MEsmOn ORE,°erO mF =I.IDING �wPw°PGE wAiu Pwgv foAx GUS ZX65YP%2¢Is" 0 C. A uPSNIDA9Vl (z)tPoST BASE ' KvrrL nxrr Jury L IU'x�zle•Ly� _ M � 3 z j _ ] 1 ig1�iG 1 ryxwwxzi iJ1+ szl ;.$Hrx�va^{uz,�x'^� zxC� _ _ / X.— all II wsHt x nxG �3 qNG. 3nnG N�Gn NTRA sc �G uPs Axo A6ueez)vosT en�� T CFIu 3ar zxzx zR_ z-yLY zx6 nEcvunG xo¢Ts 2-1LYzx6 iNio 0.Wfeafna5 / wl(z)16o fuE NAus - ,L.._ 1 -I-------I ------- x1.1 11—.1111)114— a 211. T 5 �saR�:x6@�r11- �nl N M IA. o nTN snai x cx lzx6l _ 6 rtvz®za" c. \i _ ,. _ _-- xl PFq Zx6@34•a,G I I m o N' 1{ItI]II _ I (III\p {Ip 1 1 �� r ux�Axx�J�':`Posf�EJ --- zx ry e �exE E'p \- x --- sLaPEo cvuxG `TI[cvuxc lalsrs >Y wllz)lbo FACE _ }_ �TIf 'sl—L NAx T_ _-� - 9 zPLr zx6. WI(x1�AaxuL: � t,E ��/� ENEkl nx xgAx Nan«TUTU AT H,TaAx� 3x�xG �Nnxuo3" woo �o"wn°� z.unG _ I€IRST FLO ._.. ,x j�Yf,Ac�� W/D)xsV FACE twos Sruos cOM[n 0MR—irvG us zx6svvxz@x6•ac ATvauLTEo urvG cHnxo TGGIUNGATTRAYCRUNG uENafo nxe6R CEILING FRAMING NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET �• 5-I. ALIAKGEIP TSENCM 2, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. CEILINGJOISTSSHOULD BE2XfidURGER LINO. 4. CEILING ]015T5 2%T AND LARGER SHOULD HAVE 1X4 N CONTINUOUS WOOD STRIP NAILED ACROSS THE ]GISTS Qtl 8'4" O.C. MAX. 6, ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS LINO. 'DROPPED BEAM" OR "DI INDICATES T)BEAM EQUAL BT/JOIS. 'TOP FLUSH" OR AND "TP' INDICATES T/BEAM EQUAL T/OM F R -BF- EXTENDING BELOW B/]GISTS. "BOTTOM FLUSH" OR "BF" INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVE T/]OISTS. T. STUD QUANTITIES, POST SIZE, IDUDOWN, AND SHEABWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN. 8. ALL POSTS ABOVE THE FLOOR FRAMING SHALL BE BLOCKED W WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKG•, "VERTICAL CRUSH BU(G", OR "VCB"). BLOCKING WIDTH SHALL MATCH 0 WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL o FLOOR DEPTH. 9. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE III CENTERED OVER THE TOP PLATE SPLICE, BEAM, OR BLOCKING, LINO. STRAP LENGTH PER PLAN. R V 10. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON 7 W z STRONG -TIE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE L Z i O p w SUBMTTTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TOHANGER SCHEDULE FOR HANGER SIZE ONO J ON PLAN OR DETAILS. 11. EACH PLY OF ALL ZX MULTI -PLY BEAMS TO BE CONNECTED WITH MINIMUM (2) ROWS OF 16C NAILS AT 6" O.C. STAGGERED. FOR ENGINEERED LUMBER NAILING REF APPROPRIATE DETAIL 12. ENGINEERED JOISTS AND TRUSSES TO BE DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR SUBMITTAL INFORMATION, AND DESIGN CRITERIA. 13. RREPROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. REVISIONS OESO_NI DATEBY DI� FRAMING LEGEND -RM ATsu'/n 1nP M.W11.1- - STEEL BEAM (EXAMPLE) GT -GIRDERTRUSS Z®1Z - WOOD BEAM CS16 _ SIMPSON STRAP - LOW ROOF -- -WOODIOIST Y - HANGER AS REQ'D DETAIL CAILOUT PER PLAN FREI NAME (EX: DETAIL "I' ON SHEET SDa") GABEHART RESIDENCE ® - ROOF BRACE '�-HIGH END 2125 WESTWOOD TER -LOW END GRAPEVINE, TX PROJECT NUMBER S25123 CHECKED BY AP SHEET DATE 03/28/2025 SCALE 24X36 SHEET:1/4'=V-O' Z 5 can v . a 0 CITY GRAPEVINE LL Uf THIS PAGE RELEASS ED FOR CONSTRUCTION Z RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT J WITH THE BUILDING CODE OR ZONING ORDINANCE W CITYAPPROVEDPLANSTOSE KEPTONTHEJOBSITEAT u ALL TINES Of 04/14/2025 0 0 BY: ARNOLD O RAMIREZ TSBPE. 14998 LL tx] BUILDING INSPECTION DIVISION �d N RELEASE DOES NOT APPLY TO CONSTRUCTION IN In EASEMENTS OR PUBLIC RIGHT OF WAY. K o wl IS ALL CHANGES MUST BE APPROVED. w ■ CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. GITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 04/14/2025 BBCARNOLD RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. U ROOF FRAMING NOTES L GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S1. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3 ROOF RAFTERS SHALL BE 2X6@24'O.C. UNO. 4. ROOF SHEATHING MR GENERAL NOTES. ALL SHEATHING TO BE GLUED AND NAILED TO FRAMING PER MANUFACTURER RKOMMENDATIONS. USE BG COMMON NAILS (0.131- X 21/2") @ 6" D.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED 'WITH EDGE NAIUNG' OR "W/EN', AND 12' O.C. IN THE HEW, UNO. PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT PANELS OF SHEATHING. PROVIDE GAP BETWEEN PANELS TO ALLOW FOR NATURAL EXPANSION/CONTRACHON (1/8" GAP 7H. 5. ALL ROOF RAFTERS OR TRUSSES SHALL BE SPACED NO FURTHER APART THAN 24- O.C. AND SHALL BE CONNECTED TO TOP PLATE WITH H2.5 TIE UNO. 6. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO CONFULT WITH ROOF FRAMING. MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS BY OTHERS. ]. ALL BEAMS AND GIRDER TRUSSES SHALL BE SUPPORTED BY MIN TWO SUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. 'DROPPED BEAM" OR "DB" INDICATES T/BEAM EQUAL B/JOISTS. 'TOP FLUSH" OR "TP INDICATES T/BEAM EQUAL T/JOISTS AND B/BEAM EXIENDING BELDW B/JOISTS. 'BOTTOM FLUSH" OR -BP INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVET/JOISTS, S. ALL NOWBEARING WADS TO BE FRAMED MIN 0.25' UNDER FLOOR SYSTEM. 9. STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN BELOW. S0. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. STRAP LENGTH PER PLAN. il. ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. HANGERS FOR ROOFTRUSSES BY OTHERS. 12. ENGINEERED ROOF JOISTS AND ROOF TRUSSES TO BE DESIGNED BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR SUBMITTAL INFORMATION, AND DESIGN CRITERIA. 12.1. STANDARD DEAD AND LAVE LOADS SHALL BE USED FOR TRUSS DESIGN. REFERENCE STRUCTURAL GENERAL NOTES FOR MORE INFORMATION. 12.2. CHANGES TO UYOUT MUST BE SUBMITTED TO THE ARCHITECT AND FOR FOR REVIEW AND APPROVAL. 12.3. TRUSS SUBMITTAL PACKAGE TO BE PROVIDED TO FOR FOR REVIEW. REFERENCE STRUCTURAL GENERAL NOTES FOR SUBMITTAL REQUIREMENTS. 12.4. IM USE SHEAR/DUG) INDICATES SHEAR TRANSFER LOAD. SHEAR TRUSS SHALL BE DESIGNED TO BE ABLE TO TRANSFER SPECIFIED LATERAL LOAD APPLIED AT THE TOP CHORD TO THE BOTTOM CHORD AND INTO SHEARWALL BELOW. 12.5. ROOF TRUSSES SHOULD BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE AS SPECIFIED BY THE ARCHITECT (LE. MECHANICAL UNITS, ROOF DECKS AND PATIOS, GREEN ROOFS, SOLAR UNITS AND ETC). 12.6. TRUSS DESIGN FOR BEARING AT TOP PUTES TO BE DESIGNED FOR COMPRESSION PERPENDICUUR TO GRAIN. 13. FIRE-PROOFLING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. 14. ROOF COVERINGS AND ROOFING MATERIAL BY OTHERS. 15. ROOF DRAINAGE BY OTHERS. 16. ATTIC VENTILATION BY OTHERS. FRAMING LEGEND - ROOF OVERH AMING - WOOD JOIST HANGER AS REQ'D 2XI2 -WOOD BEAM CSl6-SIMPSON STRAP DETAIL CALLOUT PER PUN (EX: DETAIL'I' ON SHEET 11 ") ©-ROOFBUCE �- HIGH END LOW END STEEL BEAM UDAMPIE) ROOF FRAMING PLAN J i A WALL FRAMING AND SHEAR WALL NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-1. ALIAKbEI PATSENCM 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. GRADE PER NOTES. 1ao AUUML BU j 4. ALL BUNDLED STUDS SPECIFIED PER PLAN SHALL BE CONNECTED S SPECIFIED PER I TOGETHER WITH 160 (CD fi"O.C. STAGGERED. L 5. EXTERIOR WALL STUDS SHALL BE 2X6 0 16"O.C. (510% 2X6 12"O.C. (>I ) UNO. INTERIOR BEARING WALL STUDS SHALL BE 2X4 P 16"O.C, UNO. ALL INTERIOR NON -BEARING WALLS TO BE FRAMED MIN 0.25" UNDER FLOOR SYSTEM, 6 PROVIDE ONE KING STUD AND ONE )ACK STUD MINIMUM AT EVERY HEADER ONO. JACK STUDS SHOULD BE CONTINUOUS TO THE FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING WIRHIN THEFLOOR FRAMING DEPTH MATCHING THE WIDTH OF JACK STUDS. ]. SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER SHEARWALL SCHEDULE. ALL EXTERIOR WALLS SHALL BE TYPE SW6 UNO. 8. ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS W I OR HORIZONTAL BLOCKING. PANEL EDGE NAILING PER SHEARWALL SCHEDULE (6.O.C. MAX), FIELD NAILING AT 12" O.C. UNO. Q 9. PROVIDE MIN TWO 2% STUDS AT EACH END OF SHEARWALL LINO, o PROVIDE PANEL EDGE NAILING INTO EACH STUD AT ENO OF WALL, AT Z 6X POSTS SHOWN AT END OF SHEARWALL PROVIDE 3 ROWS OF PANEL W e EDGE 10. SHEARWALL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH 4 AT ABUTRNG PANEL EDGES. TWO 2X STUDS ARE AN ACCEPTABLE W viz ALTERNATE FOR 3% STUDS, TWO 2X STUDS ARE TO BE NAILED TOGETHER WITH TWO ROWS 10d NAILS AT 6" O.0 (4" O.C. @ SW2 AND ZO Z O 0 w L 2W2), AT DOUBLE SIDED SHEARWAUS VERTICAL PANEL EDGES TO BE - STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF J SHEARWALL. 11. LTP4 INSTALLED OVER PLYWOOD SHALL USE 8d COMMON NAILS (.1310 X IS') LTP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE Ed SHORT (.131X 1.5') RBC INSTALLED DIRECTLY AGAINST FRAMING USE 30d SHORT (.148X 1,T). 12, WINDOW STRAP INDICATES THAT A WINDOW IS INCORPORATED WITHIN THE SHEAR WALL. REFER TO FORCE -TRANSFER AROUND OPENING DETAIL FOR FRAMING REQUIREMENTS. 13, STEC HOEDOWNS ARE DIMENSIONED TO CENTER OF STRAP. HDU/HD HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT. 14. SILL ANCHOR BOLTS (]-BOLTS) SHALL BE ASTM F1554 (36KSI) HOG, ' ASTM A307 (36KSI) HDG OR SIM. ANCHOR BOLTS TO BE 5/8"O X ]" REVISIONSMIN EMBEDMENT. SPACING PER SHEARWALL SCHEDULE (22" D.L. MAX). D DESCIUP ION DATE IBY 15. ALL RANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS, ®-fawc ni sua3TT4rzsm ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE ONO ON PLAN OR DETAILS. 16. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY OTHERS. WALL FRAMING AND SHEATHING LEGEND PROJECT NAME - GABEHART RESIDENCE (STDOWNBYSIMPSON � STxo/MST/HOU/xo, ttP) 2125 WESTWOOD TER xK GRAPEVINE, TX #] -INDICATES THE NUMBER OF KING AND JACK STUDS PROTECT NUMBER L •---• - INDICATES SHEARWALL LOCATION(SW*- SHEAR WALL MARK) S25123 CSI6 - SIMPSON STRAP (EXAMPLE) 2 - WOOD HEADER - HANGER AS REQ'D SW6 -SHEAR WALL CALLOUT, REFER TO SHEARWALL SCHEDULE CHECKED BY AP �•0�•�-STEELBEAM(EXAMPLE) SHEET DATE- 03/28/2025 SCALE 24X36 SHEET:1/4"=V-D" Tj r CITY OF GRAPEVINE THIS PACE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE, CI W APPROVEO PLANS TO BE KEPT ON TEE JOB SITE AT ALL TIMES. Za 04/1412025 Q BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: Ur RELEASE DOES NOT APPLY TO CONSTRUCTION IN Z EASEMENTS OR PUBLIC RIGHT OF WAY. UQ ALL CHANGES MUST BE APPROVED. m N InJ WALL BRACING PLAN 3 o .�. 9S6DxWK IExGIl1 a5 = RED.s�eGxnDE e I � IIDEa Da GE ,L{•'♦ _ _ mvAxD whom Rvxwa�.xEnrvex vLOH 1 I GRADE BEAM REINFORCEMENT AT EXTERIOR LExGrx As AD vE ILDERDI SENS 6 I GRADE BEAM REINFORCEMENT AT EXTERIOR si} IDESED EA SDE: zxa xxEE BwcL o ♦e' D.c (J) 16d WJLG 5TgCGptw � `^^ / 1 ^l } Y �� �J01^STS PEF PW! 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DP w1N0oW FBI PLAN G BYOrNEPS Ds OVI HPAOER SECTION Xs)f�w wN KNG sxuoiD sPAANs fOR UNTF �sUVPoR I P v6a BAN ONa StE6GIE D0.1� AteO1AwBOVE �UxXs/16 ¢ -0 G6 uvLv xEpOE 51RUNP PNRuil MIn xS /xxslx6 L4o 9 6 ux60ut6uuo w+WAry I,Nva Oa lf)zx6 1212.aoR (1)xa i11 iO1 �uGOf uxrELToe Pux of mD ISlxraOa R)xrt x)slEuuxTELsm BE sxmtm erpPusrTIUNNIPOrnE Ox Ras1KE I 3V6 wa OW40alx1u6 TEwA4:CnHEu RaGPAxcE DR wwEDF CORa¢slon aEslsrrv6 stEn ISOMETRIC"" suave !i)xm 9 I LOOSE LINTEL AT BRICK VENEER LLC RODF SHEATHING, TVP AT 6 2. W1(C WLI cE Ixc JOlsi i0 ROOF VENT HOLE GENERALCNDIESnON PEP 131 GABLE ROOF FRAMING AT VAULTED CEILING 141 HIP ROOF FRAMING WITH FLAT CEILING 10 1 TYPICAL HEADER FRAMING 10E W01606"O.0 A`NN BNG vN BPN4�ERMn 151 VAULTED ROOF FRAMING AT DROPPED BEAM IG R—IfF, CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 04/14/2025 BY: ARNOLDO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. 16IHIP ROOF FRAMING ALL CHANGES MUST BE APPROVED. SQUARE FOOTAGE SCHEDULE Room Type Room Name Area (Sq. Ft.) CIIISTING DN.L HRBTFLOORAOOITON BIT MAN CAVE 9308 egfi uo oeivooee syere E CM GAMGF 11 IF COv. PATIO COY, PATIOx 4421 �fi BUILDER TO VERIFY ALL ROUGH OPENINGS OF APPLIANCES & FIREPLACES PER MANUFACTURER SPECIFICATIONS. FLOOR PLAN NOTES: AI apEGARE A'To3LOPE3 TOGA 11 oowN=l.-.—M wo'�(I F) BARE=3— EUGE`°s�E 'G AULON ROUGH FRAMING RMEMBEROR TERIOR PUTS HGT. ARE iO BE AS NOTED ON"E PI-ATEATTRR6 1. ESSURE� EATER. E L TERSANDRAILSPACERSH—BE IXTAT ' UXNDRA,LS AN N�UA11RA LG DIST B•�,aND, ll ELMs TREACE NIMDMP "NOSING RETYPE 119—ANNIBHED Cf ��.�• ABOVE NDBING. NAILRB BHALL BE °STALLED FOP ALL HANDRAI L5. GRAD CITY OFi� NE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 04/14/2025 BY: ARNOLD O RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOTAPPLV TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ w..T x --- - _ - - __ - �. • wrz f �FI�Y � •� IAI w eov. PaTwz ' z can caRae .e,.. COOKING FACILITIES w. -- ----- PROHIBITED - _ _ _ _ _ _' _ _ _ _ AaTxP run li c w "'•win � � I� 1 III J E" I: : ..,� Po --- - — — -- — ------ o - ; =t a x "o GNVENTED FIRE PLACE J „ - ♦ li t — _PROHIBITED w� B. —n w MASTER _ _ ea ..-.•- ., BEOROGM �- -- 4 :gym_ i � onY � rom= t v FDummaxc�x � �M — ,,yH--,, - - _ _ , i 3 U —I3 Floors Plan -Revised � I�— SQUARE FOOTAGE SCHEDULE Room Type Room Name Area (Sq. Ft.) FwNT BUILDER TO VERIFY ALL aooHGwnTON ROUGH OPENINGS OF _� MA cpvE APPLIANCES & REPLACES ''3095q" PER MANUFACFITURER U.—N...d GIG- G.A.GA—E Sea P SPECIFICATIONS. ov no roRTE GocHERE Gli, VI_YE Az A,rJo eq n FLOOR PLAN NOTES: L`tTPOPa1�APEVI E OVERSAaETo eE VENrEOTO ExrERIOR THIS PAGE RELEASE FOR CONSTRUCTION C STAR S25 tfY%5at2"PULL SAGE SLABT09LOPESMTO GARAIN LOAD GEo00R RELEASE DOES NOT AUTHO IZE AN N. INC�NFLI^T WfiIi THE BUILDING COD OR ZONING ORDINANCE, IPER ENGINEER) WwALLSAREvE - - - - - - - CITY APPROVED PLANS TOE KEPTON THE JOB SITE AT uU01 ALLARE LL MES. EMBER 0411 I2026 S LLOLLDAC—AMINc �RST BY:ARNQLDO FA REZ TSBPE: 14888 FtiooR wpttsroeEaE TroM PLATEPr FON BIIEDI NO INSPE TION DIVISION' RESURE THE D sMBWKASE DOES NOT AP Y TO CONSTRUCTION IN PpcED so TTHATAA�DIapsPXPERE CANNOT PASSLL � EASEMENTS OR PU LIC RIGHT OF WAY. -S'�g.'NO) FAL. GS-I V M�EUUM PLUS 1" NOSING ALL CHANGEBM TBE APPROVED. NaTALLEDPGRALLGUARDRAILS ERGGNALL u R BATH SNA I TIN. HALL First Floor Plan - 6cistinq A102 6GLE vtc= to -- lMAN SAIS i 4L.IIY9190.1 ..w,�,aa� COOKING FACILITIES 1 et PROHIBITED ® CWogM 2025 Buchanan Design Studio 311 S. Oak St • Y •'a'l RoarwkeTX 76262 j 887-674-7020 b ban besg W01 mm umNa�v�e 74 --- — ------ '___ ®1Pn ^4_ s ee.en...vwe•mewPm 11 "mac I -I aReE=EwA. I t; fly - I I I GGE -------- NVENTED N OHIBI EPLACE EXIsnxG v NASIeB __________________ FAMILY NM. ..li '------_ — — -- --- � PROHIBITED IxG l Ei a--O--- FONG ND M. M NGaM M.-N � H 7r, M 1 I First Floor Plan - Revised w A102 SCALE sits = t V U cz C f U N 0 co J) O� ox 1— �_�,Q) MQ)C cz N cz t dN6 a �I 0 FlD Plan Comparison A102 ROOF PLAN NOTES: CONPOWIDNSHINGUESPER BUILDER U.NO. (NETm SCREEN ALL MECHANICAL UNIT 4COf5 NOTED ON PLANE) I FROM STREET VIEW - a vFOM r°ooF Ri eniio rvo LEss IAN Br NO ROOF PENETRATIONS NBOVEHIGHESTPOITRONOPTOOP OHINMONOFA<LMEREHEBUIUDINGWITAN HEDAE RATED o. VISIBLE FROM FRONT OF HOME CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TMES. 04/14/2025 BY: ARNOLDO RAMIREZ TSBPE: 14888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. I I 8:12 PITCH I PLT. HT I 1 I I I � —PITCH P TCN tI PLTiHT I I I I o I ------ -- — -- — — — — -- ENTIRE ROOF TO BE METAL _ 0 II II I I III II PITCH II PET HT. = 9' t" III II ■ ® Cocynght 2025 Buchanan Design Studio 311 S. Oak St RoarwkeTX 76262 887-674-7020 .bucbana . gnsW0l— 1-0' 110" ea,"n.m"o.q"mew BUILERIFRAMER TO II II V 0 VERIFYALL ROOF ill } BUILER(FRAMERTO PITCHES BEFORE II VERIFY ALL ROOF CONSTRUCTION 'ill 22PTcH PITCHES BEFORE PLT HTI=8'1' e" CONSTRUCTION _ _ __ ___— ------ - 0 1 0 ------ - - - 612 PITCH=__------------------1 i P1 ITT = B'-r PITI i 712 PITCH T.=E't" u PLT. HT. - e- PITCCH 12'12 PITCH 11 PLTtHT.='- PLT HT=8'1" Y 1'r• 1st Floor Roof Plan Mr�TNIIP` PIT .��jTp A10a sc,IF,I< _ ,a EXISITINGSEC ION 1 f (D N LO -0 0 1.12 PITCH r- I PLTmWW aa)0 I II LL ------------- ------ ---------- -------------- —---- ---- c�Q� - 7:12 PITCH II A♦ >:t2PITCH T _ PLT. HT=8't" PITCH 712 PLT 11 /V/''J�� y{ LO Q II II u C'J N C7 ------- T :t2 PITCH PLT.HT.=8'V I' t2 PITCH PLT. HT.=B'1' rn 6" Revlsio2s ENTIRE ROOF TO BE METAL - 12]2PIT1H tzt2PITCH BUILER/FRAMER TO Pa HT=B'-P' PLT. HT=B'1 VERIFY ALL ROOF PITCHES BEFORE 0 _ I CONSTRUCTION Roof FISH ' 1D'-D•• J. I EXISITING I 0 Al03 rA i trliUH =L=VH I IUN NU I tS: LD CTIONS. SEE RY T MATs� s oar �R HnMErvDnERI.EAII NOGN�EN eIMNETS SHNITEPMINATEAMINIMUM OF z'u' ,z / cNEsi oNnoNof ''ENElNAEE ry 13 " Ecx NMI.F,u FIII NE_FD Nos�HEouaTME MALL MECHANICAL UNITS FROM STREET VIEW e _ / -J I ❑ ❑ f o I�J LJ NO ROOF PENETRATIONS SCREENIII I VISIBLE FROM FRONT OF HOME I YF DETACHED GARAGE N0T TO EXCEED 16 FT. (MEDIAN HEIGHT) sGRAG F" CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING COOS OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT O4/14/2025 BY: ARNOLD O RAMIREZ TSBPE: 14690 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ Front Elevation %2� Right Elevation \,�BJ o—E. w = , o 3 Rear Elevation 2 �D scnlE-,ro ,n 4--10 - .,I�,, LL ® C,Oght 2025 Buchanan Design Studio 311 S. Oak St ReazlokeTX 76262 887-6 c4-720 .5 narl aNsgrvswrno.�Nm U cz C � l— U) O r- ox M >N CZ N tZ C7N6 Hevision� 0 Elevations-1 Ao CAIcHIUH eLCVAIIUP1 NU —SE �VATICt ALLGNNSLEVEAaREASMUSTAISEPROPEALY -INISHEGANDSEAUEDON UNDERSIDE LLMATEFA1ASNOTEUON OFSISESAENOTED-1-0014 a FROM N ENOOF aIOGEANIo rvO L11 E55 3. CHIMNEYS SHALLTERMINATE A MINIMUM OF 2'1r SCREEN ALL MECHANICAL UNITS FROM STREET VIEW NO ROOF PENETRATIONS VISIBLE FROM FRONT OF HOME DETACHED GARAGE NOT TO EXCEED 16 FT. (MEDIAN HEIGHT) CITY OF GRAPEVINE RELEASE DOES NOT AUTRORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. /4114/2025 BY: ARNOLDO RAMIREZ TSBPE: 14899 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. \0 ----—-- --————————————— — — — — —L------—- Rear Elevation �J I 0 V I❑ ❑I I❑ �I1� Garage Front Elevation ,� E�A<E ,,< -11 ® COPNIgbt 2025 Buchanan Design Studio 311 S. Oak St RoanokeTX 76262 817-674-7020 wuvu.bucbananbesgnsW0lo.mm w�W�re�i (D (ll U cz C -0I-0 Oox N Co N z N ccz C7N6 0 Elevations-2 0 A202 ELECTRICAL NOTES iivaNimEs!LocanON HD HERE ToniLENT RTMooR oNs. RD cF.LE . IONSr Ew REomseFlFswRH �N A SIR FoAM LINERS PROVIDED AND IN ELECTRICAL LEGEND g --H — WAYAN". DUN -EX RECEPTAO-E —7 _ u�PLExnECE—LiEc—.-an � db GE �GGR o P<aELE � l ERPRGGF.UP—REGEPTAGLE FLCORRECEPTACLE # SECESSEDGANGGHT ® RECESSEDE.ESAU-LIGHT CEILINGFAN,.DG>< � ¢ CEILING HUNGFK,,,RE —SCCHCErFxTEROR CGACH UNP ® END. GEEGTGR G- IGDN.-.GEG E a TEu —NE—FT � JU— FGERG�TGGGDGHT GEGNGFAN GURERCENTDGHT �Fff," F<CURERCENTUGHT .•FLGHRESCENTUGHT NNGERCGUNTERIJGHTING CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 04/14/2025 BY: ARNOLDO RAMIREZ TSBPE: 141198 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. COOKING FACILITIES PROHIBITED ---- -- ! ---------- ® t II ® i K I, H, — — - — — -- --- ♦'exI- UNVENTEO FIREPLACE PROHIBITED AR0 - r s-- •_ �a X- . tt 451 R.>G„ pm —= ---... — --- — C d p 1 � First Flooro Plan - Revised DRNG