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HomeMy WebLinkAboutNSFR2025-002935RECEIVED: 8/4/2025 �+ 25-002935 DATE OF ISSUANCISJ EP 1 R ?n%z 2970 KOSSE COURT '.VL NEW SINGLE FAMILY RESIDENCE PERMIT #: 25-002935 BUILDING PERMIT APPLICATION ELECTRONIC REVIEW (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM) JOB ADDRESS: 2970 t,�,-, s e.- r4- SUITE # LOT: 6 BLOCK: ` SUBDIVISION: BUILDING CONTRACTOR (company name): (' r11016 CURRENT MAILING ADDRESS: I v G l,-drq- CITY/STATE/ZIP: (' .,11 T, ; 11�; =�K -71lf72 !j PH: # 81? S Z 1.2A S Fax # PROPERTY OWNER: _L4tv.Q —r;jL_ %), b kk a I—t- c CURRENT MAILING ADDRESS: 11-O S CITY/STATE/ZIP: — "-�1„ i (� -7fd A 3 c/ PHONE NUMBER: ik 1 "Z **.7 PROJECT VALUE: $ 587,097.00 FIRE SPRINKLERED? YES ✓ NO WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC ✓ PLUMBING yI MECHANICAL ✓ DESCRIPTION OF WORK TO BE DONE: 5 t %It V,96--r i b. 9h t c 1 USE OF BUILDING OR STRUCTURE: G , j _ JQ a, y NAME OF BUSINESS: Graham Hart Home Builder Total Square Footage under roof: 4459 Square Footage of alteration/addition: 4459 ff� I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for I & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: ���,�_%„ ,,G.t: SIGNATURE PHONE #: )�Z Q[ai(- Z EMAIL: �E t — — �� IF PREFERRED TO BE CONTACTED BY E-MAIL TIJ,L FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: ,,� Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: ,� , 3 I Fire Sprinkler: YES NO Front: zo Electrical Division: I Building Depth: Zoning: A7 SO Building Width: 'Occupancy Load: �, _ Grease Trap . Plan Review Approv Date: Site Plan Approval: c� vDate: Fire Department: Date: Public Works Department: Date: Health Department: Approved for Permit: Lot Drainage Submitted: P,O. BOX 95104, GRAPEVINE, TX 76099 (917) 4143165 Date: Date: wa./pn9r�_ _ Approved: OPEN SPACE PAID 1/12/2024 Left: Plumbing ✓ Rear: /� + Mechanical Right: ,� Hood w Building Permit Fee: 2.452.45 Plan Review Fee: Lot Drainage Fee: 150.00 Sewer Availability Rate: 845.00 Water Availability Rate: — A , Total Fees: P RRR nn Total Due: p i;,nq as (AJ��f�m�F Iounit �VO.��yp7,111p9,AJ11,7/19 O:FORL�3PAPPLICATIOI City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 ADDRESS 2970 Kosse Ct Grapevine, TX 76051 LEGAL Dove Station Block 1 Lot 6 PERMIT HOLDER Jerrod Goff Graham Hart Home Build er (214) 626-8590 COLLABORATORS • Jerrod Goff Graham Hart Home Builder (214) 626-8590 • Taylor McMinn Graham Hart Home Builder (817) 691-1254 OWNERS • Meadows Llc Mufasa Building - Single Family Residence Project # 25-002935 Project Description: Construct New Single Family Residence [ELECTRONIC REVIEW] Issued on: 09/18/2025 at 4:25 PM INSPECTIONS 1. Building Tree Inspection 2. Building Setback 3. Building Foundation/Footing 4. Building Pier 5. Building Framing 6. Building Bracing / Sheathing 7. Building Wall Tie Inspection INFORMATION FIELDS `*APPLICANT NAME (Individual) **APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage • CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 * ZONING DISTRICT APPROVED TO ISSUE ELECTRIC APPROVED TO ISSUE MECHANICAL APPROVED TO ISSUE PLUMBING SETBACK: FRONT SETBACK:LEFT SETBACK: REAR SETBACK: RIGHT WATER DEPT. LOT DRAINAGE FEE WATER DEPT. IMPACT FEES (SEWER) 13 8. Building Drive Approach 9. Sidewalk Inspection 10- Building Termite Verification 11. Building Energy Code 12. Lot Drainage Inspection 13. Building Final Taylor McMinn 8176911254 587097 4459 VB R-3 APPLICATION.pdf CONSTRUCTION PLAN.pdf, LOT DRAINAGE.pdf R-5.0 YES YES YES 20 5 15 150.00 845.00 Page 113 MYGOV.US 25-002935, 09118,2025 at 4:25 PM Issued by: Courtney Cogburn INFORMATION FIELDS WATER DEPT. IMPACT FEES (WATER) FEE Residential Lot Drainage Fee "Building Permit Pee, R-3 (New Construction) SF TOTALS READ AND SIGN 1543.00 TOTAL PAID DUE $ 150.00 $ 150.00 $ 150.00 $ 2.452.45 $ 2,452.45 $ 2,452.45 $ 2,602.45 $ 2,602.45 $ 0.00 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Signature City of Grapevine Building - Single Family Residence Project # 25-002935 September 18, 2025 bate NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. ** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. Page 2r3 MYGov,us 25-002935, 09M812025 at 4:25 PM Issued by: Courtney Cogburn I LOT INFORMATION FINISH PAD 1 613.8 ,,,._—'-'MNISH FLOOR 1 614.8 I` AREA COVERAGE I LOT AREA 1 5000 SF. I PAD AREA I 2574 SF I SOD AREA 241 SYRD I COVERAGE %u 5'1% FLAT WORK AREA LEAD WALK 46 SF I CITY WALK 200 SF I DRIVEWAY 391 SF I I APPROACH I 94 SF I IMPERVIOUS AREA TOTAL I 3305SF I FENCE LENGTH 11RONT I 10'-0" WOOD IREAR LEFT I 20'-6" WOOD I RIGHT 1 28'-1"WOOD I EST. DRIVEWAY SLOPE' 1 2.3% I I NORTH 50.00 _N _ TI 612.5 Conc. Screening Wall --- — = -- — TI 612.1 Inlet zo _ '♦_ 10' P.D.E. & U.E.i _ Inlet Lo 612.9 PAD Porch 612.5 40'-0" ` .' PROPOSED TWO STORY - SINGLE FAMILY RESIDENCE O O `t � O OGarage For 5-0" 613.7 I 20' 01- 613.3 LEGEND-� -•r`-:-_---_--- 10'U.E.&Al N PROP. CURB INLET a `• ' ' A;' FIRE HYDRANT 4 ' 50.00 �— WOOD FENCE 613.4 `' .' a a ...��� IRON FENCE —�� MASONRY FENCE I " I AC COMPRESSOR TC 613.2^ TC 612.8 RETAINING WALL EXPOSED BEAM ❑ PAD WATER METER t►++++++++►�++i+++i SILT FENCE ® TRASH BIN SCALE: 1" = 20' 1. EROSION CONTROL .REQUIREC BEFORE CONSTRUCTION STARTS. 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. � 5 -moo a q3.5 C5 9/1 Z10025 NS F-IL I LOT INFORMATION FINISH PAD 1 613.8 r -- frNISH FLOOR 1 614.8 AREA COVERAGE LOT AREA 5000SF I PAD AREA j 2574 SF I SOD AREA I 241 S Y I COVERAGE % 1 FLAT WORK AREA I LEAD WALK 46 SF I CITY WALK 200 SF I I DRIVEWAY 391 SF I I APPROACH 94 SF I IMPERVIOUS AREA I TOTAL 3305 SF I FENCE LENGTH I FRONT 10'-0" WOOD I IREAR - LEFT 20'-6" WOOD RIGHT 28'-1" WOOD I EST. DRIVEWAY SLOPE: 2.3% I I NORTH ICJ LEGEND PROP. CURB INLET FIRE HYDRANT --13 WOOD FENCE IRON FENCE —0 MASONRY FENCE I " I AC COMPRESSOR RETAINING WALL f EXPOSED BEAM PAD WATER METER i�iunnuirr.:: SILT FENCE ® I TRASH BIN 50.00 TI 612.5 Conc. Screeninn Wail _ _ - --��-�-- TI612.1FE] -� �. . Inlet �0_ _ i_ 10' P.D.E. & U.E. _ Inlet Ln 612.9 PAD Porch 612.5 40'-0" PROPOSED TWO STORY - SINGLE FAMILY RESIDENCE v O O p `* '0 O O ° O Garage �4 Porch 613.7 I I 20' 0L 613.3 0 10' U.E. & A.E. ° Z. ° a • a 50.00 _ TC 613.2� TC 612.8 SCALE: 1" = 20' . - 1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 4. GRASSIEROSION CONTROL REQUIRED BEFORE FINAL. � 5-00 ag35 Cs 8/J Z/ZOZ5 NSPIL Sheet Index Sheet Title A1.00 Foundation Plan A1.01 First Floor Plan A1.02 Second Floor Plan Al .03.1 Exterior Elevations - Front $ Rev A1.03.2 Exterior Elevations - Left & Right A1.03.4 Section A1.03.5 Section E1.01 First Floor Electrical Plan E1.02 Second Floor Electrical Plan S1.03 Roof Plan COIN TkVT19N HOURS 7: - J 00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY CONTRACTOR SHALL CALL FOR INSPECTIONS: (817)410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. _..1 )RAN :111E CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONF UC T VVITH THE BUILDING CODE OR ZONING ORDINANCE. CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TINES. 09roen025 BY: ARNOLDO RAMIREZ TSBPE: OM BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ PLAN REVISION HISTORY DELTA DATE REVISION DESCRIPTION DO W100mD PIANCREATIONDSCRIPRON NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL SPECIAL NOTE PROVIDE SAFETY GLAZINGS AS REQUIRED PER SECTION 308 AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE INTERNATIONAL RESIDENTIAL CODE RECEIVED: 8/4/2025 25-002935 I DRIVEWAY MUST BE 2970 KOSSE COURT CONCRETE OR ASPHALT NEW SINGLE FAMILY RESIDENCE NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. SQUARE FOOTAGES TRANSITIONAL MITROOR m S.F. SECOND FLOOR 161f F.F. TOTALWING 3Q4 S.F. WIT BOOR I946 S.F. SECOND BOOR 1619 S.F. CARAGSI) COVE,® PORCH f I.F. COVERED— 116 S.F. TOTALRAW 4171 S.F. MIT ROOK m S.F.. GARAGES) 4m S.F. COVERED PORCH 14 S.F. COVER ®PATIO II6 S.F. m OTAL FOUNDATION "76 S.F. i OVERALL WDTH 1tl 0' z O WFRAII. DEI'IN O Q ALL CHANGES REQUIRE �_ D APPROVAL OF REVISED PLANS o 0 APPROVED PLANS SHALL BE I g z 8 KEPT ON JOBSITE AT ALL TIMES G SMOKE DETECTORS SHALL BE LINKED Q SO THAT WHEN ONE SOUNDS, ALL = SOUND. Q IY _ WALL LEGEND 2X4 STUD WALL N� 2X6 STUD WALL 2X4 PLUMBING WALL N� 2X6 PLUMBING WALL ce W 1 0 a _� 0O u U O O z IT IS THE RESPONSIBILITY OF THE OWNER/ H m LU DESIGN PROFESSIONAL/ CONTRACTOR TO o u > o a HAVE PLANS REVIEWED AND THE BUILDING S N 0 INSPECTED BY A CERTIFIED ENERGY CODE DATE INSPECTOR IN ACCORDANCE WITH STATE LAW. 07A2.2025 PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH SCALE' THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED TO THE BUILDING rL SHEET TITLE IJ6 DEPARTMENT. COVERSHEET 8 SHEET: CS.00 I NO TREE REMOVAL PERMITTED LOT INFORMATION PRIOR TO WRITTEN APPROVAL FINISH PAD 613.E 1 FlNISIT FLOOR 614.5 I AREA COVERAGE I 1 50.00 LOT AREA 5W0 SF I TI 6125 Conc Screening Wall -- PAD AREA 2574SF I �%' TITf1f111� I SOD AREA 9AL` yan 1 u �U COVERAGE PC Intel si — ~— 10' P ETE & U.E~ . Inlet _ FLATWORKAREA y, s1z;6 PAD IIn LEAD WALK. 46 SF 5'-0"f', CRY WALK F Porch 6125 (DRIVEWAY 1 F I I I APPROACH 94 SF I IMPERVIOUSAREA II TOTAL 1 3305 SF 40'-D" FENCE LENGTH FRONT IU-IR WOOD 1 1 REAR — PROPOSED TWO STORY - I LEFT 2P-6"WOOD I SINGLE FAMILY RESIDENCE RIGHT 2&-1"WOOD I - - k EST DRIVEWAY SLOPE: 23% J O tl O NORTH Garage Porch 5613 _ L 133 S13 ] 20' L ° n .. — -a^ LEGEND R -+ —..�-- ------ b I0 U.E. & A.E. I PROP. CURB INLET �l1.y!� FIRE HYDRANT 4, 50.00 I WOODFENCE • }�iY3D IRON FENCE 6134'Y�'. °i, a a a MASONRY FENCE n \ AE AC COMPRESSOR TC 613.2 �TC 6128 I RETAINING WALL EXPOSED BEAM ❑ PAD I ' WATER METER DRIVEWAY MUST BE NMIRNIMIMIF SILT FENCE ® TRA3HBIN CONCRETE OR ASPHALT SCALE: 1" = 20' SpBDIV610 N: IA111TA1lON PFNFRI NO1FR W PLAN NAME_ aoE xN LOT 6 '6L OCK ADnRE" Z11n KO5SE CO0RT u..•^enwewvnxue GRAHAM HART HOME CPr/STaTE GRAPEVINE, TS BUILDER OTfS OATS •"•'"�''�' m.,m.,.. PO. BOX 2167 N 17 2(Q5 GRAPEVINE, T% 76OW GRAHAMHART.COM ALL CHANGES ND ST BE APPROVED 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 ON THE JOB SITE AT 09/0812025 BY: ARNOUDO RAMIREZ TSSPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. 7h A HF 1 I? II' 10 117' 21'-4 1 ft (D 9 18'-2 1 ft 6- 1 1 /2 4 .6 rz 21'-4 1 rZ 64'.31& FOUNDATION PLAN TRANSITIONAL z z 0 z 0 Z 7: i U z >7 > 0 < c, '0 07.02.2025 SCALE: 1X, = 1,4y, SHEET TITLE: , 0 UNDATIONPIAN. TRAM z SHEER A1.00 FLOOR PLAN NOTES I. ALLDRYEIE TO eE VYx1ED TO O-KR N WOE LOOP OR CNCIETVENTNG WHERE CODE 2. NLOWAIB IENGM DOESHOTPFRMLRE TMP TO. LbcAlro aFLCW HOOK Foe EWlD VENT"I ALLWALLS SINLLIEZNIp I/21SPFSMOGMDE• 16' 3, SN ORDWE� ~.Q E(.WMISB REYA6151/YISMF a ALLAN.a WM 'RESETAT 4E DEGREES IDNOI 5. ALL DSVBKIONRARE TO—— a NTFR%lOE%1ER10RPUTEM.METOaEATNOTEDg1 EIEVATOH AND RCTOH RNFETS 7 ALL BOTUMPMTEAI FIRST fIOd WAVE TORE PRFSLRE OIMTEO IffOOE R TFm O PIEIGMW DO FIRSTR.Cl0.MILN01 W... v-D' FRED FLCW.M MO) SECOND HO'DHOI �lO ORB•IGE CLOHGT:pb"Rp0(UIOI R 9 ctc HGi:N svO/nf HMTNG5IELVER iIA (RU 9 IS AfF ro a✓PLYW NCSTAT 10. PRE)3r4'MAM RMM IPMNINRMPIIE I-Nos'IHG XANDRAIIER.. N TFPE1Xx AFNeHWM%INO II. HEIGHTOPOnOfi AwVT xWNG T2. 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BATH _.IN .�i� PRIMARY 2'-d• - lo7 P �27' b w"oowln� 12•. 1" 3.i91 � C oOI nET �II.D 1 1pT.W 4'3 112' IHH IWl I I /2" STU DY 5 - - WDDwID � al �_ a a kEr _ I I4 v y FOYER ;P woomnF 78 1I h h 2-CAR GARAGE N R core. 5'-0 9 = L- — — — — — Jro O b CSHcIRD � 1 30F0 M M -01/ 16'-7 sue• 45*7117 64-6 IT R •101 • R • 18'-1 1,7' ll 18 b �1 V � g Z O aR�CH Q � u s z o: 0 o = LL O- piiU WI H m Y W b a O DATE 07.02.2025 SCAIE SH8I FIRSTEETTFLOOE:R PUW b 518ET: A1.01 FLOOR PLAN NOTES I. nu-. 10FE V—DTOFiI1 . P¢OMDE LOOP OP CceW RVfN1WO WHERE CODE R. A OB NOi PERMEIIFIRM roeE WCATED BFEOW FuwR fcP RIANO MN11NG. <LLWAEIS SNALLFEID I/TesPFSIUD-GRAr IMS' 3. a.O.MID MRlsEMD FD WALL49NALLRFRNs RIYl15PF END-GRME WI4' OA. (LWOI 41 q. ALLANGIf➢WA—ESETA—DFGRES(LNO) 3. RLL DWRNNONS— ROUGH FRAMNG M;Mx3G b 1E%1ERIFR�RPU.1F HE. Al I NHOBO ON lN AHD sfCRON eHEEG LLMTI ,__ATFIRsi ROORW_ 10 eEPRE NR IEYA1MIIR — DOOR: N a NDGM RBTPIOOk C G'HEIGHRW IV PR16TfL 0.G. MIYNO) R. 4'-EPHFICNTW 9'-Pflesi FL OIO. M(WOI /A SFOOND FLOOR: 50'-3' ` m ALWAIS 6'@(UNOI Ye ROattxe4N0: 8'-21P1 47'-0' I'-11�" < la aoxrn; ee•seo lulol - F vcEC Hcr:ese011N01 1�3 I7Y_ 9'-d' _ 5'-412' _ 9'd 12' _ 6'-6" _ 8'-I 77' nwmcsHa� nulFes RF: 9. sx9'Af.f. PW �I roco v W ecs A1RwA, ry samPW la. RFF 7Wx'M1M r_____________�, • x:k �D• i1.e�."ia� N.N. nv HN�ie� iRfAD6 Ia'MNEJLIMPUEI'N09NG O II, IMNDRN 34nXWFNN(IDNbYEA PNRK.D.RAIIWc ,NA, 3'-01/4(3'•r 3=(� '-01/4" If. RA1LFvssxALLeFNsuEIFD foe AU NANDRAM BEDROOM ` BATH2 bLLIE1EF5 ANDR PDA'C65HALL eESPACED SO DN a t I �CFIOMY� I �u 13. EINTAf DAPS AANP CIADM�MOI�PA55 TIROUGH.ttP, ATgkI�ON O x NOR N dSk 1 NRSP,r n�AN IA 1�ueFMNP,uMGFaRAUNGWSEIF i fi i�I � R 8 13-4 �. (, (p��g� CLDOSETR attEN�I SIWLLeE \ 5l0' / (� sFlaV a. fP MlD Rb AIDCARFA ex3A _ 72" — 1/Yl� 6I2",m I 1n,.1• i OPENro A�efAe LL 1 ' lrbea i� H�Ar 1c._ _ II—�'..31/7 8Q 00 'sa -' — D n $ I:sFPAeAIm n "' L ____J I ,.Ot- H+. UNPERSOF N BAH x e aN I Ytl'ttPFR II Q m b 41— m i h ® 4'.r 4 Im as L 12' S" � ti � �/ `T• LFF rl. i 1 AL63�nCIStiilq GAME. 4') Iff 3-B rL S'-5 1f2" . 4'-I 112 N b A SY' _ 1V-9 12' 22'-10 12' O BEDROOM4 m �' Z BEI)ROOM3 ° — ftiIP:YI�EW-, vN, av AENFN� I 0 L_____________ O O = .2'3' l 8'-J I, - II IT 9'-3' L 25'-5 12' 1 ^ ~ O U 49'6" F U W W CITY OF GRAPEVINE B 1/" ZQ. � O 0 > THIS PAGE RELEASED FOR CONSTRUCTION _ 50'-2 TIP w rn m O w Y RELEASE DOES NOTAUTHORIZEANY WORK IN CONFLICT 9 > < WITH THE BUILDING CODE OR ZONING ORDINANCE l 0 N jF'RY APPROVED PLA INS TO TRAES. ON THE JOB SITE AT SECOND FLOOR P�N ALL Ttt.£S. CATE' 09/08/2025 RANSITIONAL 07.02.2D25 BY: ARNOLDO RAMIREZ TSBPE: 138N SCSI BUILDING INSPECTION DIVISION: 1 a, = 1'-0' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RGHT OF WAY, SHEET TIRE: SECOND FLOOR PLAN ALL CHANGES MUST BE APPROVED. Z< SHEET: = A1.02 EXTERIOR ELEVATION NOTES I. ee 3. iENiiiwi�i.i �. �.,i..i. ¢iwveaeerr rNexEu.wo rl,44411.P„�,xrnx, . 10,°My��nn.�ii�.i'�:.'.rlr,vltrcntoNN�oetnMMrXwgK SPECIAL NOTE PROVIDE SAFETY GLAZINGS AS REQUIRED PER SECTION 308 AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE INTERNATIONAL RESIDENT AL CODE HIGHEST RIDGE2T-r 412 ROOFING AS SPEC. _ RFOF ING AS SPEC. 4:17 4 21' S' PLATE ?IYa'PI ATF - 1X2 TRIM ,' • • 1X2TRIM 1X2 TRM . STLI:CO . ASSPECIFIED ' . .. ROWLOCK .p�R. LINE IIII II IIII III IIII I1 IIIII II IIII II IIII III IIII II III 10_-1-1 1/8" PLATE 4 EN IIN, FLP I INF - &�-- — — — — — — — — — — — — — LE.N T E L E V A T I Q N v �vv 1 _ vvr ;o�wxxr 2L1:= SNOOD A SPECEEU —INGA4-C. 12 C� �"oe4'Y AM77x%9 CEOA¢ CW1M1 ASSPE(n rtI REAR ELEVATION TRANSITIONAL ■ r® a i u._ G� ■ r� STON E AS S PECIFIED TRANSITIONAL F _FL LINE . �W CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFUCT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TILES. 09/08/2025 BY: ARNOLDO 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. �I U, � g i (a Q Z 0 H Z H a O i r p > WI rn m Y W b a O ��[e DATE: 07A2-W.5 SCALE SHEETTIRE: u, EXTERIOR ELEVATIONS. 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ALL CHANGES MUST BE APPROVED. 2 cqY e�wee J 1 - SECTION TRANSITIONAL � enrHa TRANSMONAL ___—_.___1 >I, ILI" � r neasr»w�er onus • J IJ s i krtCHN L I — F I onnc � � Ean I L I�1 i i zz O zz ro. r O itU z P-, 7 I u] Y W w w o a O ~ O^ < DATE: 07.02.2025 SCALE: I B" = 1'-D' SHEETTITLE: SECTION O Z SHEET: <= A1.03.4 ELECTRICAL NOTES f „�,r�Krw FKDa�t�"ex"'DAC�aJNNDJa,awxNrx T �ouOvrWGfn[glu e�foA�ulwa I[NJIXwwFarN.Nu wiero°eeF,v`x.FdiiOfn�Fs nao ax"or Fmw �y9 ELECTRICAL LLi3LND uo — — awncN -W H I—YJ awncx mlx.MEq f" — — OIPIE%f15A.w1 ouPur ns w � NDJJ — — — A,• �u� — DIRIFN [A4M7 OLPIEx �IANP Ik Nbp — — — �.n �r.� — O�FF%IGFJF.I IEx DNP.GF.4G.1 — — — dY°ui ay^'_ _ ouPVNt<Wxrm HFlam LLN (xFF.JF:tcxH — — — �• "— — DIFIENIl041CWNRR HNGHH ux IxNFFsfA<FJ — — — �" ay^— — o�vLLNlosxwgsf.Pt �••- — ow�Ex to �qy w lvFxr xoaoJ — — — Qp^". — — D—(cEwNGJ (FLOOW — — — — OIPIEN nWIExt7atVC1.Jl _ — — _ my°v {�— — cnuxGnwuNrMJUK odvuNFanRE — — — — �- {�}— — WgT91WO0F GNFNSMPMLRF �EdgLL CqN faflKR ---^� -- — oFWwFK ueumlmG N N FWORFSCFNTFINRRF — — �— — NEIWOKK PANR —{}r ♦ ,------Q PHLLCNVH— �(--CEWHGfgH ---- T — —WALL NpUJT Rx1UE db ----44 osuPF uP uaur CAMRA Q — — x F DEIECJOx T — — xceFea PJDe WIJ A:Isrue WfJ T ®— — nF<nIGLMNM FIMI - FININF9NdRogs9PFc•R SPECiICAJIOH FORAvuwlnn W&WPE dttPF A- -. pili— ALL ELECTRICALTO COMPLY w/2020 NEC REOUREMEN6 I I/ -, b— —1— —1 _— b III � II 1 1 1 I� III I IIOCNOdWkF fOR I ` I IT fNI III \ FIRST F1 QQR �UCTICAI PI AN TRANSITIONAL ---------- ---------- II II III _ Illl — IF-- �TOMHT-Aeox J 1 y •r _JJ ❑ 1� ,GRA V :.`E 2 U#,— 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 09/08/2025 BY: ARNOLDO RAMIREZ TSBPE: 1,1= BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. DATE: 07.02.2025 SCALE: t J9„ ,1,_D, SHEET TRLE FIRST FLOOR ELECfRIGL PLAN SHEET: E 1.01 ELECTRICAL NOTES DR D.4e��Nl�. ELECTRICAL LLC[ND 9 — —swncx _ ■ swncx IXwnr) 9' — — BwncNHwAri swncx WINwERI — — — — f�' Qb — — DLPIIR USANYI �n�� — DLPLLM EAANTj WR -.-I— DLaLPx Icn.c4 D— W-A..I ---m DLPLLKIC—TER HtK%Rf — �" �.---.IEN(RET.TETGHR (KHFESPUAGE)(LGWACEJ — — — ��• DEPLLR106H WASNE% DLpLEK fmcxown�El — — — �'". DLPLLR 169PCS41 KP�(CEWNGR '�-- DUPLEX (FLOOR) — — — — "� — DLPIER (IIOVIXIJ DLPLEKC—OU) �— — CflUN6 MWHTMNRE — — WARRPROOF GN LK:MfIKfINE AMeNLL CAN fIrtWE — — — �— — wDEEl—RuE—. 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I III 11I � I � uKSF.iw � III n a MnxE — OFKNE III II / II� I III Af II II`�H I 4 1 I l� of I �----- I \FDR L-------- I INAxanGSKWSIR J I \ III I III ,1T IRI h I BLOC�W 1 III I / IMI � III III t II t 4W 5'-10' 5'.10" A'-e L DATE: 07.02.2025 SCALE: I R„ = 1,-0' SHEET TITLE SECOND FLOOR ELECTRICAL PLAN G SWEET: E2.02 It O 9 8 �aa ('.IiA `'115E CRY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES, 09108/2025 BY: ARNOLDO RAMIREZ TSBPE: 13898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. ROOF PITCH ROOF PLAN 4:12 Front to Back -2-0"O.H. UNO TRANSITIONAL 4:12 Rea Roof 2-0" O.H. UNO F DATE: 07.02.2025 SCA E: 1 /8" SHEET TITLE: ROOF PLAN b SF#ET: S1.03 —�-------------------- 1, == .4-1 - - - ----- w ---� I ! . — I I .� IIIjIII I _______________ ASSUMED CEILING DIRECTION I Has M • lez. O.C. b _ L p _ wq • 7 Ft I °I °I IIND FLOOR FRAMING a1• Me QW L M Fines ew wutea well AbD la Lapel OescriP[IPn WitlNJ De OH Plies Prs LennN B wpeno w Bs nFP o0 1 tlrdJ 1 C Nm JY4 B 2],l 151 TVBI LF: � 00 I TaalI = • L66E1 DeScrapHon WitlNJ DeI J triV Pllea P¢ Leq& ® /�y (TjA�4R 4afil I 9 LAO ^Nrv�Bv� o a °8"'wx�eivaoeel Lehel riotlPn WitlNl Deopl) OH Plies Pes LengHl 531xorvruBs�o I- AR J, 1 3� 16E'I B eoa 1. >m P m YC"I J 1S i 1P n ny �I 3.5J 1E1 ;0 P00 TRIM TRUSS S CUSTOM TRUSS GENERAL NOTES b w i-n�ucuvss xPTuvo[Pxmu _ (<w^ s la1 3. 1a 2 T°W.LF. N 'BD x.ObavlaetiurB`.Soreer apenio zivneru n` ELIBIL _ _ _ Pmw°xxevuxs OLabel Desc �flion WidN DePN ON Plies Pcs Lep}pIL se 9ree ze eFs xcnaaw s ° Plar oaomeu suravczx"°"xLm S wlcl at uxumu,ewsPF.Imry H21—I em WLD-SP SP 1 14 1 J PAIL w . .nr au to n Tv il%: n�P aL.m WLOFmsP ,� 1e , - a.l z 1 MSTRIE- 1,,mJJ pp 0$p w mean, mre elnNecnnomsmme,P«n.. ,nea x,�a _�.oTarxsrex wuL,oxssmPNnsP.e Harz PL.m WLaF°arsP Lac I IDes Ion Wi,., 16tlN Denq 1 OH Plies Pcs LenPM y.a ns ulava'reran.�nma Tane.b Plre,.,z,x,61 1 B ,2.no .aos. TB PE F-17872 ,qer nvR BeaMGetler SUD Member ominu c OF T tsna=i ° Nam. nxeppuea. FLOOR TRUSS: SIGNED AND tE E�iP Laee1 Poe Desornpon rasBener9 IKr. %cP.............. Pcuss f5;' He 1 z2,aa an. a°solves?n le-1R, SEALED CUT SHEETS REQUIRED �' `� m uBawlelxl+p noml Hz AT FRAME INSPECTION _? .:..........................:._. a IyI�'�o9„a za,az rz,ad a Pwnlsml nwri �l�°" r` °° JUAN M. GONUIFi N1i x IlrtGtalMul M1m aea •r n 122U8 !�q•, �•`�'— clot are:izaeaw wIeeMmers'Ireo v°a eeo r'at2 J^ ftt��ONy��p �,lP/e�11:5J�gHyoyn WIEL DeDl Pcaz� VATON8s nEnow ev mneaa aUd' mB(l �y UEStiy]y ,, x r�1 O Pce LOAD CRITERIA (VV/ 0]NB12Q25 L/ a k Ald<w tz 1"x 1' z COMPOSITION ROOF: 2a LIVE I1a DEAD EILING la LIVE I S DEAD CEILING W RAGE- 2aLIVE I ic nEAo 4GL R' .. . �a IV I IC DFAG llOeaLL-UIfiO TL ® or es� M \Q� N,4 ZWPI)RTR�F ..we - CBz��e re.Py WPTEgnaa„=OPPDRT 01 �.P�a XX NA R-'N� e� °z ® urmzr Iwwn nuaew.a-mu., Dealer S i .m rea+ BIG D LUMBER Builder Plotted Ju e11, 2a?5 SS am wxa,.. w.e Layout Name y� JADE Project 2025 6-71RS A iem> P® NAIL PATTERN a°�o°. vma�y,PIm LVL SCREW PATTERN a . 1: ,rax us 4. .��. ITB B a ana �.Prr POINT LOAD SUPFOaT ROD/ .Sy �,�a, aanse POfnp'r �•� � a °GIs ItYO[I Iw LVLewlhaaapN e ,xwme.Pxa2w aP rP� I I ner�1,°A,m`wI� �N 1 wv no�a,ultree ca,evore NwageNmmear LVLtmmamm dpula J IMAP CRY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE ORZONING ORDINANCE. CRY APP ROVED PLANS TO BE KEPT ON THE JOB SITE AT ALLTINES. 0910812025 BY: ARNOLDO RAMIREZ TSBPE: lomll BUILDING INSPECTION DIVISION', RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. CODE: INTERNATIONAL RESIDENTIAL CODE EDITION: 2021 CITYIMUNICIPALITY: GRAPEVINE, TEXAS BASIC WIND SPEED: 115 MPH GRND SNOW LOAD: 5 PSF TABLE OF CONTENTS PAGE# DESCRIPTION REV. DATE LB -la 1 st FLOOR LATERAL BRACING PLAN LB -lb 2nd FLOOR LATERAL BRACING PLAN FR-la 1 st FLOOR CEILING JOISTS FRAMING PLAN FR-1b 2nd FLOOR CEILING JOISTS FRAMING PLAN FR-2 ROOF RAFTER FRAMING PLAN DTL-1 LATERAL BRACING DETAILS DTL-2 STANDARD DETAILS DTL-3 STANDARD DETAILS DTL4 STANDARD DETAILS DTL-5 STANDARD DETAILS GFD-1 GENERAL FRAMING DETAILS IBD-1 INTERIOR BRACING DETAIL WSWD-1 WOOD STRONG WALL ALTERNATE 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OFTHIS STRUCTURE IS INTENDEDTO MEETTHE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY/COUNTY OF GRAPEVINE,TEXAS 12 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR A BASIC NAND SPEED OF PER. INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION, 13 PER IRC R301.1.3 THE EXTENT OF THE ENGINEERED DESIGN "SHALL ONLY DEMONSTRATE COMPUANCE OF THESE NONCONVENTIONAL ELEMENTS WTH OTHER APPUCABLE PROVISIONS AND SHALL BE COMPATIBLE WTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS" IA ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPUANCEWTH THE I.R.C. I. TEPLITSKIY .................... 94973 rd 7 /6. A U 0 Nl c ONE 8 z ro c O y r- m 0 F Y�OAOD M Q U v z = 3 o O� m LLIO�d A` W Xa 0 @ zoo J z z F- O Q z 0 1 p 1- <�w� (nm0> S 0 > OL CD (� Z N z a TX FIRM REGISTRATION# F-6417 JOB NUMBER 25-196443 SHEET NOTES: 1. ATTACH B(TERIOR POST OF PRESENT) T0. FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR -TO -FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL.2. 4. FOR LATERAL BRACING DETAILS & DESCRIPTIONS. SEE SHEETS DTLA . DTL-2 & DTL4 .L INSTALLTIE-DOWNSAT 7� INDICATED LOCATIONS HOLD DOWN NOT NECESSARYAT THIS LOCATION IF HEADER IS B CONTINUOUS OVER SUPPORT SEE SHEET NOTE 1 - I I I I I I I I I I I I I I I � I I I I 4 p.. HI I I I I I I ^ I r I I I I I I 8 I * I F' A ^ "A 1st FLOOR LATERAL BRACING PLAN �N (:NA Y :A�E CITY OF GRAPEVINE Li THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT N Z WITH THE BUILDING CODE OR ZONING ORDINANCE. CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT W Q .� E ALL TIMES. O O N 8 09108/2025 0 o 0 BY: ARNOLDO RAMIREZ TSSPE: 13898 F Y H m iD BUILDI NG INSPECTI ON DIVISION: Q U o v = Sl RELEASE DOES NOT APPLY TO CONSTRUCTION IN Z FI- m EASEMENTS OR PUBLIC RIGHT OF WAY. 7 W 0U. J O iz- m W ALL CHANGES MUST BE APPROVED. X 0 H. Y Im ° O 0 V LL C Z " � IGOR I TEPUTSKIY 94973 11 OA . �iCENSE� a�� 1� sS/ONAI�G\- .. LIE/la TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 1' SHEET NOTES: 1. ATTACH BTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOORJ&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL.2. 4, FOR LATERAL BRACING DETAILS &DESCRIPTIONS. SEE SHEETS DTL-1. DTL-2 & DTL-3. D �� II II II �II II II I II II D II II II I II II II II II II T- 2nd FLOOR LATERAL BRACING PLAN GR4 1 \F CITY GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION Li RELEASE DOES NOTAUTHORIZE ANY WORK IN CONFLICT z WITH THE BUILDING CODE OR ZONING ORDINANCE. fN Z CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT (9 ALL TIMES. W 0 E 09/0812025 0 0 � 8 BY: ARNOLDO RAMIREZ TSBPE: 13898 =O co m o BUILDI NG INSPECTION DIVISI ON F= Y X 1 N RELEASE DOES NOT APPLY TO CONSTRUCTION IN Q 0 0 'o EASEMENTS OR PJBLIC RIGHT OF WAY. Z 3 2 m x_ R ALL CHANGES MUST BE APPROVED. O ai 0 _j x X 2' O Lu O 0 V ILLC Z Z ~ F � azoYo- U Lj Lu O Z 3C o> O a F Y ZN g a _� �.• ............ 1f::... ...� / IGOR I TEPLITSK .IY / /..........................:.... / /i� ,- 94973 .. �iCENSE.. atv� 1 sS/ON ?AIG\- 7�2 �1111� LBl1b TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 1' BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS FLOOR TRUSS: SIGNED AND SEALED CUT SHEETS REQUIRED AT FRAME INSPECTION (2)86 xi s � ) M_ 10'2x12's 3�)6I'I,2LYE1(�2§ WITH 12 2112 CT2H IQ"DSCONTWTH 12"OSB C ONTOSB FILLER 2.OEMMI-0—LVL2.OE Word—LVL FI I OPENTO 7�/. ABOVE j OPEN TO I I n /FLOOR SYSTEM BY / // ABOVE II e� LL OTHERS 8 S, z. VERIFY +DROPPED / P)B'2.12's iV r 10' SHOWER Wl, / BUILDER TO 4'2x12's _ (dH'2x72's _ _ /(3)4'2x72s / .� ABOVE V� III 12' �6. C Y FLOOR SYSTEM BY OTHERS .OE )Roll L -VERIFY / 4' h �+ tv 4, /^ DROPPED �I,'I✓ FLOOR SYSTEM BY (gp SHOWER W / I I OTHERS g 4' t' �I JI h 4' !:// / BUILDER/ il• / // C. FLOOOTHERSM BY 4 4 OTTERS �1T JjIIIIII,� II FLOOR HERS r [.)Ii 2141A„Y9�11V 4 y/ OTHERS Iwo lRoll L I/D--�� 12)6'2x12's WITH U2"OSB CONT. FILLER DESIGNATED STORAGE AREA WHERE CEILING JOISTS ARE SIZED TO ACCOMMODATE 1020psTATTIC STORAGE LOAD. PER I.R.C. TABLE R802.4(2). BUILDER TO ADVISE HOMEOWNER THAT USE OFAREAS OUTSIDE OF HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND ' CAUSE CRACKS IN JOISTS esdlor CEWNG COVERINGS. 1. JOISTAND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS DTL.3 8 DTL-6 FOR PREAPPROVED HANGER SIZES. 2. MULTIPLE -STUD COLUMN SUPPORTS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH 10d COMMONS® V O.C. (2 ROWS OF NAILSREQUIRED FOR2x6 STUDS). 3. DECKING FOR UNINHABITABLE ATTICS WITH U Z UMITEDSTORAGE SHALLBE MINIMUM 7/16' PLYWOOD or OSB,WITHASPAN RATINGTHAT N MEETS or EXCEEDS THE CEILING JOIST SPACING. z 0 4. MULTIPLE -PLY BEAMS,WHERE SPECIFIED, Uj Q E SHALL HAVE EACH PLY NAILED TOGETHER WITH 2 ROWS OF 16d SHORTS xO.131 GUN NAILS ® 12' 0 O N 8 O.C. (3 ROWS OF NAILS REQUIRED FOR BEAMS Z 0, EXCEEDING 12* MIN DEPTH), 0 u) Xn r Q 5. REFER TO 20211.R.C. TABLE R5023.1(2) FOR (� r •Wp �j FLOOR JOISTS SPANS WHERE APPLICABLE. p = _ c z Fn� Z) M •g 6. REFER TO 20211.R.C. TABLES RB02.4(1) AND R8024(2) FOR CEILING JOISTS SPAN CHARTS W (Y J O n 0 j O 'wuulrAt,M ULeAH srAry ruH uelurvG Julsi-vw GrrauM jxX0 1 ,1 c CLG.10 LBS LIVE , 5 LBS DEAD (NO ATTIC STORAGE) F (Y aU F 12"O.C. 16"O.C, 24"O.C. O O 0 2x4 11'.10" 2x4 10'-W 2x4 9'-3" Z LL C 2x6 18'-8" 2Y6 16.11" 2Y6 13'-11" 2.8 247 2.0 21' 2.8 17'-7" r •I 200 26'0" 200 25'T 2.10 20'-11" #2 TY. MAXIMUM CLEAR SPAN FOR CEILING JOIST.W.! GYPSUM CLG20 LBS LIVE . I OLBS DEAD (ATTIC STORAGE) 12, D.C. 161,O.C. 24"O.C. J 2.4 9'3" 2.4 8'-0' 2.4 6'-7" a 2x6 13'-11" 2x6 12'-0' 2,6 9'-10" z 2.8 17.7" 2xS 15'-3' 2x8 126" F O F, 200 20'.11" 200 18'1" 2x10 .�R E CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITYAPPROVEO PLAMB TO BE KEPT ON THE JOB SITE AT ALL TIMES. 09108/2025 BY: ARNOLDO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 1ST FLOOR CEILING JOIST FRAMING PLAN ALL CEWNG JOISTS SHALL8E 42 TX FIRM REGISTRATION#: F-6417 SY.P.2Y6's®24'O.C.(U.N.DJ Q zOYk0 0 W Z cn DO _ 0 LU CL (� z N a a m QQ FRl1a JOB NUMBER 25-198443 �I BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS DESIGNATED STORAGE AREA WHERE CEILING JOISTSARE SIZED TO ACCOMMODATE 1020p lATTIC STORAGE LOAD, PER I.R.C. TABLER602.4(2), BUILDER TO ADVISE HOMEOWNERTHAT USEOFAREAS OUTSIDEOF HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND CAUSE CRACKS IN JOISTS end/or CEILING COVERINGS. FLOOR TRUSS: SIGNED AND SEALED CUT SHEETS REQUIRED AT FRAME INSPECTION (2)B'2x12'. WITH if OSB 0ONT FILLER �,�IIIIIII1 R2 12' 202b WITH !2"OSB CONT. FILLER el III III el III elII II �I �I 'I I NJI `I I `I I 1 II 2x2'.@1124"dC II IILH =T� N8 Ao� CCLL 0 �y n� 2ND FLOOR CEILING JOIST FRAMING PLAN ALLCEWNG JOISTS SHALL BE IV S.Y.P.2.6'. Q 24" O.C. (U.N.O.) 1. JOIST AND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS OTL38 DTL-6 FOR PREAPPROVED HANGER SIZES. 2. MULTIPLE -STUD COLUMN SUPPORTS,WHERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH 10d.COMMONS ® 9" O.C. (2 ROWS OF NAILS REQUIRED FOR 2.6 STUDS). 3, DECKING FOR UNINHABITABLE ATTICS WITH U ? UMITEDSTORAGE SHALL BE MINIMUM 7/16" PLYWOOD or OSB, WITH ASPAN RATING THAT y MEETS or EXCEEDS THE CEILING JOIST SPACING. Z 0 4. MULTIPLE -PLY BEAMS, WHERE SPECIFIED, E SHALL HAVE EACH PLY NAILED TOGETHER WITH ROWS w Q O 0 8 2 OF 164 SHORTS.0.131 GUN NAILS 0IT O.C. (3 ROWS OF NAILS REQUIRED FOR BEAMS A Z x - C EXCEEDING 12"MIN DEPTH). F Y H W W S. REFER TO 2021 I.R.C. TABLE R502.3.1(2) FOR FLOOR JOISTS SPANS WHERE APPLICABLE Q U O 'O Z = F O) ,Tpt 6. REFER TO 20211R.C. TABLES R602.4(1) AND 0 X LC J O R802.4(2) FOR CEILING JOISTS SPAN CHARTS. I� LC MAXIMUM CLEAR SHAW FOR CHUNG JOIST-WJ GYVSi1M Y so CLG.10 USE LIVE . 5 LEE DEAD (NO ATTIC STORAGE) V 12"O.C. 16"O.C. 24'0.C. O O 2x4 11'-10` 20 10'-9" 2x4 9'-3` 2x8 10'-S' 20 16'-11' 2A 13-1V 0 LL C Z 20 24'.7' 2,8 21'7" 2x8 177" 2.10 26'-0" 2r10 25'-7• 2.10 20'-11" ill YP. MAXIMUM CLEAR SPAN FOR CEILING JOIST-WJ GYPSUM CLG20 LBS LIVE . IOLBS DEAD (ATTIC STORAGE) 12"O.C. 16"O.C. 24'0,C. J 2.4 9'•3" 2.4 8'.0" 2,4 6'-7" Q 2x6 IT-11' 2x6 12'-0" 2x6 9'-10" Z 2x6 17'•7" 2x6 153` 2x6 12'-6` 0 ~ 200 20'-11' 2.10 18'-1" 2x10 14'-9" F Q z O Y p 1� \F. 29H0ULLi �0w? Q w w° O a F Y QQOoo� 0 (7 CITYOF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION Z N Q RELEASE DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT 0_ ALL TIMES. 09/0BI2025 BY: ARNOLDO RAMIREZ TSBPE: 13898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. =tE�F.rF h x s i ci�. ••;I,9'p / IGOR I TEPLITSKIY / /i 94973 FR/1b TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS PER SECTION R802.3.1 OF THE I.R.C. RAFTER TIES or SOME OTHER METHOD OF RESISTING OUT THRUST SHALL BE INSTALLED WHERE CEILING JOISTS ARE PERPENDICULAR TO or ARE OTHERWISE NOT CONNECTED TO RAFTERS. SEE'CEIUNG PERPENDICULAR TO RAFTERS" DETAIL ON SHEET OTL-4 FOR TYPICAL INSTALLATION. 4` N pl tj Ivl ---M T- 10 za 1� RI m sI g -IFF 10 14' 2- - n 14' 14' — —� — 4' 14' — � V < 8' — 14' _ 14' II )Q b 1 2 2, _ II� 2, - II 1I p�l JJ I� II I 10'— III - 16, I�r l- -=---- — -_ -JI �11 J,� 14 - of 44— 72 12' / I I I I I I I III III I I I 12 I 10, j I �r 10 I �- 2 JJ —il - �I III l l I III NI NI NI NI ry II I I I ml ^I �I el 6,1 II bl I ° =T I - CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE, EM' APPROVED PLANS TO BE KEPT ON THE JOB BITE AT ALL TIMER. 09/08/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUI LDING I INSPECTION DI VISI ON RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. 1. RIDGE,HIP, VALLEY, AND PURLIN LOADS SHALL BE DISTRIBUTED TO WALLS OR BEAMS BELOW BY "T' BRACES. REFER TO "T-BRACE SCHEDULE' ON SHEET DTL-4 FOR SIZING INFO. THE'T' BRACES SHALL BE INSTALLED AT AN ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL. BRACE PURUNS AT 4'.0" O.C. MAX. 2. RAFTER SPANS EXCEEDING I, R.C. SPAN CHARTREOUIREMENTS (U STED IN NOTE #4) WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WITH A PURUN. SEE SHEET DTL-4 FOR DErALS. Z 3, THE ROOF SUPPORT FRAMING IS DESIGNED TO ul SUPPORT AN ASPHALT or COMPOSITION SHINGLE Z ROOF. VARIATIONS FROM THIS TYPE OF ROOF (� COVERING SYSTEM MUST BE BROUGHT TO THE W a E ATTENTION OF THE FRAMING ENGINEER FOR RE -DESIGN, V c O NVN 4. REFER T02021 I.R.C. TABLES R002.5. 1(1) AND (p p RB32.5.1(2) FOR ROOF RAFTER SPAN CHARTS, FOR COMPOSITION ROOFING MATERIAL. Q () N V 5. REFER T02021 I R,C. TABLES RB025.1 LS) AND R80251(5) FOR ROOF RAFTER SPAN CHART$ FOR 3 C7 J SLATEROOFINGMATERIAL C Q r LL 6. ANY CHANGES IN THE FIELD REGARDING W x0 C ...� ROOFING MATERIAL MUST BE EROUGHTTO Y NOMRg1T�IX'Is ATTENTION FOR REDESIGN. � Q O NO GYPSUMMCEILING STAND DROOF ING y� Z V I C 2r11 B I IWE 10 1 pR 0 12"0,C, 16"O,C, 24'O.C. " 2x6 14'-B" 2.6 14'•1"�b2x611'-0" 2x8 19'•6" 2x8 18'-6"2A131.112x70 23'-5 210 Z3'-2"102x1226''. 2x12 26'-0"2x12 1B'-6" 02 YP. I' GYPSUMSTANDARDROOFCOV W/GYPSUM CEILING STANDARD ROOF COVERING. CEILING. Q Z $ LIVE 0" 12". OC'2 28 13.6" 16"OC 2 24' OC. 2x6I,.. 0 2x8 •1 2B 14'- 28 x 21" N x17' ZQQ `1 Z 0 20'•3" 2.10 23` 20017• 202 20'-B" 1014'4 2161.10, x122x12 QQZ•10" 2 YP. ~�mfA9 S p j Y a F Q gD��rC� C7 z N J a _� Z." ................11 ...... ...� IGOR I TEPLITSKIY / �........................... .../ �i 94973 77V. 2` �ONAIL �\�� O N ALL RAFTERS SHALL BE #2 S.Y.R 2x6'x @ 24"O.C. (U.N.O.) FR / 2 ALL HIPS, RIDGES 8 VALLEYS SHALL BE 42 S.Y.P.2x8's (U.N.O.) USED RAFTERS SHALL BE TX FIRM REGISTRATION#: F-6417 ROOF RAFTER FRAMING PLAN 02S.YYTP28.e02G4M�0E( JOB NUMBER 25-198443 NO) —7116' PLYWOOD or 08B SHETHINGWTH ad ' AT MONPANE NAILS ATND AT AT PANEL EDGES -ANOAT 12'DD INFIELD WINDOW. DOOR OPENING (WHEN PRESENT) ./ /� 12' DU ANCHOR ROD; DRILL AND INSTALLW/SIMPSON (ATERNATI EEMBEDMENT (ALTERNATIVELY, INSTALL 12 dBOLT BEFORE GrW nnc,t orn In1 TOP PLATE E EVATION 2-811,PSON HTT4w158" CIA ANCHOR BOLT, INSTALLED W18IMPSON SET EPDXY, 7" EMBEDMENT, (ALTERNATNELY, INSTALL 2-81MPSON STHD10 AND (P)10 J-BOLTS (7' ESED) BEFORE CONCRETE POUR( / DETAIL N WALL STIFFENER PANEL wl (2) HOLD DOWNS SCALE, N.T.S REFER TO LATEWIL BRAONQ PUN FOR EXTENT OF SHEATHING REQUIRED / TYPICAL HALLWAY OR / ROOEN DOOR M TYPICAL , PRESENT) '/ OPENING ('MIEN PRESENT) r� DETAIL I INTERIOR SHEATHING DETAIL SCALE: N.T S NOTE: THE ELEVATION SHOWN IS FOR LLUSTRATNE PIA IM. (P4VON(1 HMV DIFFER FROMACTULL GONOMONS TOPPUTE ELEVATION TOP PLATE I I REFERTO LATERAL BRACING PUN FOR ELEVATION - _ EXTENT OF SHEATHING REOURED _ TOP PLATE lot I I ELEVATION / / \ 711E'RYN WITH d Sd ABOVE, SHEATH AND ADJACENT BELOW, AND ADJACENT COMMONGIMTH /COMWNNAILS 0.T ATPANEL OPENINGS WITH Y6"PLYWOODo4'O.C. OSB. 2x BLOCKING SHALL BEMNDOW. EDGESANDAT12" O.C.IN FIELD INSTALLED AT ALL HORIZONTAL 7A-, WAND O''N / 12'DU ANCHOR / / / TYPICAL '/ ROO;ORILL AND 151MPSON HTT4 w154T' DU ANCHOR BOLT, OOOROPENIN/ (WHEN PRESENT) / / / / PANEL JOINTS,AC VERTICAL PAN EL JOINTS SHALL OCCUR OVER STUDS.USESd C ONTM)NNAILS OPENING /' (WHEN / DOOR �' INSTALLwI SIMPSON / PRESENT) / / OPENING I SEf EPDXY, 7" INSTALLED WYSIMPSON / / / / @4"O.C.@PANEL EDGES AND O.C. IN THE FIELD. PREEN ,� (ALTERNATIVELY, (ALINSTALLATIVELOLT SET EPDXY,?"EMBEDMENT, (ALTERNATIVELY, INSTALL 2-SIMPSON STHOIO / / / / @12" BEFORE CONCRETE / \' POUR) AND P)12" IBOLTS� /,1 1 0 CREATE OURJE L—� / '/ NOTE: THE ELEVATION SHOWN IS FOR - }I, •�' �,;, ILLUSTRATIVE PURPOSES ONLY AND M4Y DIFFER FROMACTUALCONORIONS I.' _ ., y }. 1••12.OIAANCHORR00; •, :"` DETAIL OTE NSEE ORILLANOINSTALL wISIMPSON SETEPDXY, PENEEDNENT(ALTERNATNELY. INSTALL CONTINUOUSLY SHEATHED WALL PUN FOR HOLD DOWN PLACEMENT 12' J-BOLTSEFORE CONCRETE POUR) SCALE. NT S DETAIL B WALL STIFFENER PANEL INSTALL SINPSON 12". 5" LG. 71TEN HD (THD50600H) ®4'-0"O.0 PER NFG'S INSTRUCTIONS w/ HOLD DOWN IN CORNER SCALE: RLS TOP PLATE ELEVATION 4'-0" MNIMUM r TOP PU1F 7H8" PLYWOOD OR O68 ELEVATION - - WITH Sd COMMOSHEATHN (LSAT ''��''�� [[ COM.tON NAILSAT 7116" PLYWOOD OR OSB \ 4" O.C. AT PANEL- EDGES SHFJITHINGIMTHBd ` AND AT I2"O.0 INFIELD. COMMON NAJLSAT PROVIDE 2X BLOCKING 4"0:C. AT PANE- EDGES ATALL HORIZONTAL \` AND AT I2"O.C. IN FIELD, 1 PANEL JOINTS. ALL EDGES SHALL BE BACKED INCLUDING \� 12" DA ANCHOR ROD; DRILL F7 HORIZONTAL JOINTS \ AND INSTALL wI SIMPSON OR WHICH OCCU RIN AKLIDE2X -SET EPDXY, (ALTERNATIVELY, ABOVE B-0",PRDVIDE2X (ALTERNATNELY, INSTALL BLOCKINGAT ALL 12"J-BOLT BEFORE 1x4NOTCHEC INTO / HORIZONTAL PANEL CONCRETE POUR) STUDS NOTCH MUST JOINTS, l,\ BEARONDIAGONAL WITH / OR / \ \ BE REINFORCED WITH ix4 NOTCHED INTO / \ METAL STRAP.11 STUDS, NOTCH MUST) BEM ON OI,AGONAL a BE REINFORCED WITH L— - _\ y-,� 45 DEGRffS (MIN.) - - er 3,000 PSI CONCRETE METAL STRAP.. • ,�_... . ,�. TO I . }j 60 DEGREES I f , AREASZOOO PSI CONCRETE 45 DEGREES (M9N.j� SHEATH ELOYKAND TO ABOVE,BELO OPEN( 60 DEGREES (MAX.) ADJACENTTOOPENINGS ET WITH 12" GYPSUM SHEATHING ON BOTH SIDES . 2. BLOCKING SHALL BE INSTALLED ATALL HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALL OCCUR OVER STUDS. USE 12'CALV ROOFING NAIL OR STAPLE x 159"LONG; OR I5B" SCREWSTYPE W OR S AT7" GC � FOR EDGE AND FIELD, I ILL NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES D AILA PERFORATED SHEARWALL DETAIL SCALE NT S 4-0" MNIMUM y x- WALL CORNERor PANEL EDGE CLOSESTTOCORNER —12" DIA ANCHOR ROD; DRILL AND INSTALL WISINPSON SET EPDXY, 7' EMBEDMENT [ALTERNATIVELY, INSTALL 12" DIA. J-BOLT (P' EMBEDMENT) BEFORE CONCRETE POUR]. r SIMPSON HTT4 w/5E" DZ140HOR ROD, INSTALLED WBIMPSON SET EPDXY, (P EMBEDMENT). (ALTERNATIVELY, INSTALL SIMPSON STHDIO BEFORE CONCRETE POUR] (NMX.) NOTE: SEE PUN FOR HOLD DOWN PLACEMENT DETAIL G PERFORATED SHEARWALL CORNER DETAIL SCALE: RTS NOTE 11AE O TFEREIO-RY I6 ANALL Oq.UBLE SUB6TITUNONFOROSBPLYW000 SHEATHING SEE GFO-I FORADDITION4L INFORMATION. SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE BELOW, AND BETWEEN OPENINGS) WITH ENERGY BRACE OlW STRUCTURAL WALL SHEATHING (RED LABEL) OR EQUAL. PROVIDE BLOCKING AT OIL HORIZONTAL EDGES, AND VERTICAL EDGES SHALL OCCUR OVER STUDS. USE NO. 11 GAUGE 1114' GALVANIZED STEEL ROOFING NAILS OR 711F CROWN X 1 101' LEG NO.16 GOUGE GALVANIZED STEEL STARES@TO.C.®PANEL EDGES AND @T OC. IN FIELD PANEL EDGES MAY BE BUTTED OR LAPPED GV' MINIMUM. LATERAL BRACING DETAILS U Z z Z E 0 0" 8 Z x c p Y X 0 o 2 2 0 j L, Of �7 w o -jo�r x Lu o C K ("Of O p V LL C Z " � IGOR I TEPUTSKIY 94973 �1 OA . �ACENSE� atv� 1 sS/ONAIG\- .. 77� 2 �1111�__-- DTL11 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 FRAMING GENERAL NOTES 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUED BY THE CITY OF GRAPEVINE,TEXAS 12 THEENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR A 8ASIC WINO SPEED OF115 MPHPER INTERNATIONAL RESIDENTIAL CODEAD21 EORION 13 PER IND R301.12 THE EXTENT OFTHEENGINEEREDOESIGN 'SHALL ONLY DEMONSTRATE COMPLIANCE OFT ESE NONCONJENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERM FINANCE O F THE CONVENTIONAL FRAMED SYSTEMS.' I ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPLANCE WITH THE I.R.C. 2. WOOD SPECIFICATIONS 2A ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT. 2.2 SILL PLATES SHALL BE PRESSURE TREATED k B.Y.P. 2.3 RAFTERS AND JOISTS SHALL BE 02 S.Y.P. WITH A NO DULLS OF ELASTICITY, El AMADO PN UNLESS NOTED 0THERNISE. 2A HEAOERiS AND SEAMS, WHEN SPEOFIED; BHALL HAVE A MINIMUM MODULUS OF ELASTICITY, E-1,870,000 PL AND TABULATED BENDING STRESS, Fb-24O1 PC UNLESS NOTED OTHERWISE. 3, EXTERIORWALL BRACING 3.1 THIS SW TREPRESENTS THE EXTENT OF THE LATERAL BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH SECTION WO2.100F THE IRC. THERE ARE AREAS WHICH 00 NOT CONFORM TO THIS SECTION. ENGINEERED SOLUTIONS AS SHOWN ARE PROVIDED TO ENSURE ADEQUATE PERFORMANCE WITH THE SYSTEM 32 All STRUCTURAL PANEL SHEATHING, LOCATED AS SHOWN ON THE PLAN SHALL BE 7AS" THICK PLYWOOD GROSS, PANELS SRWLL BE SECURED TO FRAMING WITH 110 LONG, IS GAUGE STAPLES OR Sd COMMONS SPACED AT 3" O.C. AROUND THE EDGE ANDW OO.IN THE FIELD, 3.3 AN HORIZONTAL BLOCKING MEMBER SHALL BE INSTALLE OAT ALL HO RQONTAL JOISTS FOR STRUCTURAL PANEL WOOD SHEATHING. THE BRACING PUN AS SHOWN ONTHS SHEET SHALL BE REFERREDTO FOR THE BRACING LOCATIONS, 3A IF SIMPSON STRONGWALLS ARE TO BE USED, CONSIDERATION SHALL SE GIVEN TO PLACING THE ORDER WITH APPROPRIATE LEAD TIME (POSSIBLY AS MUCH AS 2WEEKS)AS ALL PRODUCTS MAY NOT BE IN STOCK. 3.5 WHENDRWNG INTO THE SLAB FORHOLDOWNG ORANCHOR BOLTS, CARE SHOULD BETAKEN 70 AVOID DAMAGE OF PO ST-TENSIONED CABLES. ■ 1� 1 CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. c ITY APPROVED PLANE TO BE INEPT ON THE JOB SRE AT ALL nNEs. 0910M025 BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUY LDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION INd EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. TOP PLATE ELEVATION EXTEND HEADER ACROSS ALL OF THE JACK STUDS 7N6"PLYWO0DORCSS N'Sd COMMON PROdIDESOUD2X TOP PLATE NAILS ®6" O.C. AT PANEL EDGES AND BLOCKING BETWEEN 12" O.CAN FIELD HEADERS TOP PLATE r ELEVATION 4 ELEVATION GHT STUD. �" '� I ADDADEADDITIONAL FULL -HEIGHT • / ADD PACE PERMITS, S CRIPPLE STUDS - AS REQUIRED (TYP,) ZUZ 16' MN. FORS'HEIGHT '(FIEF -TO W�WD•1 FORWOODSTR4 G 7MS"or OSB / _ i6' MN. FORS' HEIGHT WALL ALTERN4TEWHE. MIN. y / 4 2V MN. FOR 10' HEIGHT WIDTHS W NOT BE ACHIEVED z �• L HEADER- I 2-SINPSONSTH010 (INSTALL N p STRAPSACRCSS BEFORE CONCRETE POUR) 1y Q E HORIZONTAL PANEL JOINTS, IF SEEP LAN FOR HEADERTR4NSITION ., p _ O N U •� •• Lali 12"DIA ANCHOR BOLT. (� O i HORIZONTAL SHALL OCCUR JOINTS, BEAM BEAM SZE (lYP' I, Z w C OF MO -HEIGHT. PROVIDE 2X BLOCKING s INSTALLwI31MPSON SET C X Ep w/ 16d SINKERS 7O.C. ON EACH VA4 LACK STUDS O EPDXY, 7" EMBEDMENT F U N 0T� SIDE OF SEAM EACH END (TYR) a Q — 00•j»f Bd CONMON / NAILS ®3" _ O.C,E.W. THIS AREA 2-SIMPSON H774 W/S9" DIA P: ANCHOR BOLTS; INSTALL W5IMPSOM SET EPDXY, 10" EMBEDMENT (7" EMBEDMENT „! =Lr WHEN NO CURB IS PRESENT) OUTSIDE FACE OF WALL NOTE RED THERMO-PLY IS AN ALLOWABLE SUBSTITUTION FOR OSBIPLYWOOD SHEATHING. THE FASTENERS S ATTACHMENTPATTERN SHALLBEIN ACCORDANCE WITH TABLE ON GFD/1. SEE GFDJ1 FOR ADDITIONAL INFORMATION. EAPEL00MERm EOOFOF PMO 9AROOR— LATERAL BRACING DETAILS 0 (ALTERNATIVELY INSTALL r 10DIA. J-BOLT BEFORE Z KING STUD FASTEN 2X PLATE TO ___ of CONCRETE POUR.) = W 2-SIrVPSON MST27 / EACHEND HEADERM1142ROVVS �^ r 1-1 O i STRAPS or EQUAL OF 16d SINKERS@3-DIA.--��--- w 1iM REBAR INSTALLED X W � � C R) MS TA30 = (1) NST27 2-SIMPSON STHD10 (INSTALL i W Y F-- "� / IN SHEAR CONEPER F R' Ua BEFORE CONCRETE POUR) - - KO Y_. SINPSON INSTALLATION 0 o REQUIREMENTS Z UL C INS EARL CONE � ��ALTERNATIVEATTACHEMENT IN SHEAR C ONE PER 8 PSONINSTALLATION ,✓,' TO FOUNDATION REQUIREMENTS c la, DIAANCHOR BOLT; DRILL AND INSTALL [ALTERNATIVELY, SET EPDXY, 7" EMBEDMENT y..` •' E JALTERNATIVELV, INSTALL 12' DU. J-BOLT T{I' (7" EMBEDMENT) BEFORE CONCRETE POUR] J 12"MIN NOTE: I2PANCHOR BOLT IS NOT INSIDE FACE OF WALL a REQUIRED WHEN 2-SIMPSON HTT4'S *HOAL PROJECTION Z ARE USED. F F BRACED WALL PANEL BETWEEN GARAGE DOORS - z Z Z � Y Q 0 � Q - "WHEN HEADER NOT CONTINUOUS o w Li J a 13 w ID 0 = p ] .. OL BUILT-UP PORTAL FRAME Q uD��CO SCALE: NT.9 Ur 7t N UNLESS NOTED OTHERWISE, FLOOR -TO -FLOOR SHEAR WALL PANEL a STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY a A1P"PLYPp00m -'�A— OBB&RIRPANB. �I� OODmOeB WIEEAN MHL PM£L �� � PUIEE�LEMR ON��iION IBr RDNR PLwro00a1 � OEB 9NPNi P1LLL PANEL R"HENPPEBFMI A `Ano lBrnooRcrlw rB NEeuNEowXEuerw A MOVEmI BiLKwrFPNWE 8IIOOEIE08flb� RN DETNL FLOOR f- XiIAwALL OBBe?AF100R g n u� —P Yi ^ �TU FILIXt iRFNIxO u �L a� i - RN JdBinBIOCRINO � ¢f 5 !\\ `I�fLOOR bNLUL SECTION A -A TYPICAL FLOOR -TO -FLOOR SHEARWALL PANEL STRAP DETAIL SCALE'. NT.S PULYNNL PRAP6i0 �iLW�RPop AIPtm f pB WBPWOR FIFYATIOH m .� PL M EIEYA110X FLOOR BROOIBT 18" MAX ALTERNATIVE STAGGERED STUD STRAP DETAIL DTL 12 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 I rm PEBMETERNVUNG: 10d COMMON NAILS PLYWOOD AT 6"O.C.LYW00D . O68 / ;NTERIORSUPPOR7 NAILING Od COMMONNAILSATI20.C. Y, TI / CHIMNEY FRAMING ELEVATION TYPICAL CHIMNEY WIND BRACING DETAIL SCALE: NT.S 2x4 CONNECTED WITH 10d COM4DN NNLATIT O.C. 2A BLOCK TYPICALATCORNERS AT"' O.C. EACH RD P)20 EACH CORDER PERIMETER OSB MOUND PEH.S ATE'; NPILWI MEL COMMON I0C ATIN ERIORS PMELEDOEBANDI2 O.C. AT INTERIORSUPPORTS SECTION Y-Y CHIMNEY FRAM NO PLAN SCAIE:RT.S 3SIMPSONSD IAIA.5WOOD SCREW$ INTO EACH SIDE OF CHIMNEYFNAME AT RAFTERAND CEILING PENETBITIONS. Elul I I SECTION X-X CHIMNEY FRAMING PLAN SCALE: NT:S "L"INTERSECTION POST HUCaTF CAP BEE 9CHEDIAE "T"INTENBECTIONPOST Nt OEPTH OFJOIST)--\,", CAP SEE SCHEDULE POST COLUMN POST COLL"N SEE SHEET NOTE I POST BASE SEE SCHEDULE /— POST BASE / .POST \\\ / 56'ANCHORROD INSTALLED WITH SIMPSON SET EPDXY O'EMBEDMENT) TYPICAL EXTERIOR POST ATTACHMENT DETAIL SCALE: RT.S BEEPIANFOR 11, HEADERSI2E ARCHITECTURAL FASCIA 12"DI0 THT4Y. — I®24.TIFIP � OPENNG BELOW STEEL UNTEL-SEE SCHEDULE TYPICAL LEDGER ANGLE SUPPORT DETAIL SCALE: NT.S EXTEND SHEATHING 2 STUD SPACES (O.C.E"A' W MPSON LSTA30 a EQUAL HIGH TOP PLATE (�oW W22-10d NAILS ELEVATION ELN/ TllON ATI -- 12" DIAANCHOR ROD (T' EMIEDNENT)13 614' WASHERAND O.C. MWWMALONGEXTEMOR WALL LINE, NUTREQD — WITHIN I2"OFWNLL CORNERS, AND WITHIN 4"10 iT OF SILL RATE BUTT JOINTS DRILLAND PRESSURE TREATED N SILL INSTALL W SIMPSON SET EPDXY (ALTER—ELY, PLATE IN SY.P. a EQUAL) INSTALL J-pJLTS BEFORE CASING THE BLAB) TOP OF CONCRETE JR WVAT M • I SEESFEETNOTE2 O ANCHOR BOLTS STUD BEYOND SINPSON MAS NUOSILL ANCHORS ® 5'-D' O.C. NMNUMALONG EXTERIOR WALL LINE, WITHIN 17 OF WALL CORNERS, AND WTHIN 4' TO 12" PRESSURE TREATED 2. SILL OF BILL PLATE BUTT JOINTS QNSTALL BEFORE PLATE (42 S.Y.P. N, EQUAL) CASTING THE SLAB) TOPOFCONCRETE ELEVATION L.. O2 NUDSILLANCHORS TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL (USE METHOD 1Q or 20 ) SCALE:N.T.8 POST COLUMN CONNECTION SCHEDULE (SIMON) I POST CAPS POSTSQE "'INTERSECTION'T"INTERSECTION POSTBASE POSTSRE 4x4 LCE4 (EACH SIDE) AN QEACH SIDE) ABU44 0)2.6 6x8 LCE4(EACH SIDE) A - (EACH SIDq ABUSE (4)2x6'S I 8.8 BB BB ABUBB (6)bb t1x 10 11E4(EACH SIDE) "C. (EACH SLUE) CB1010 M6)2x10S I 12x 12 LCE4(EACH SIDE) Q)LCE4(EACH SIDE) CB1212 ()202s NOTES: 1. UBE SIMPSON2AIAX FNISHIX LISP EQUIVALENT FOR POST CONJECTORSWITH PERIAMENTEXTERIORDTOSURE. 2. USE PRE SSLRETREATEDWMBERWHENWOODIS PERMANENTLY EXPOSED TO THE EWWRONMENT, GENERAL FRAMING DETAILS / 7 "Z \ / /� � � OBL2x SOLID / //- / BLOCKING 7116' PLYWOOD OR OSB SHEATHING wIBd COMMON NAILS@6' OC ®PANEL EDGES AND ®12"O.C. IN FIELD _ R)17Y DIAANCHORBOLTS I INSTALLED WISIWPSON SET EPDXY (N MIN EMBEDMEM TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE: RT.S PRE -APPROVED STRUCTURAL CONNECTORS O IU6PS eTVVNJICO SIMP60N PN I LISP STRUCTURAL STRONG-RE CONNECTORS STRONG-TE CONNECT00.S A34 MP34 LTS12 LTS12 I ABU44 PAI LTP4 MP4F ABL68 PAUBB WSm JL628 AN PBSN LUS2&2 JUEl8 I ADS PBSEB LL192W JU6283 I CS18 MSG LUM JL628 I H3 R73 LU9282 JUSM-2 1 H4 R13 U5283 JUS283 I MA10 HGA10 WS2O JL6210 I MIU3110 THO410 LU8210R JU32103 I HHAS6MAO THD510 LUS21G3 MOO I HTT16 HTT76 MMS FA9 I HTT22 HTT22 MST27 KST22T I HI2163 HI2103 SPHM 9PTH4 I HLQ1m HUM23 SPHS SP THS I HU40 W48 LJ410 SUH410 I I LSTA24 LSTA24 UN4 SUM14 I LSTA30 LSTA30 BUILT UP POSTS TREATED BILL NV0OD SPEICES A OF BOLTS PLATESIZE 2x4x41 SYP74 I 2i6x' SYP 4R I 2x8 x9" SYP1R 2 2x10x B" SYPA2 .. 2x12 x12' SYPA2 3 TX FIRM REGISTRATION#: F-6417 U Z z O ca G O N $ Z Q C O (p�4o 0 F Y�o4OD W Q U qq v Z 1 3 �J s Uj Lo �0� 02 XWLL W C F R zoo 9 J a 2 F O Q 14z cO kQ~ r O W Omm> S 0 > CL F (� Z N J a m WW a DTL13 JOB NUMBER 25-198443 4.109 COMMON NAILS ROOF RIDGE BEAM of ROSE PLATE 4.10d COMMON NAILS ROOFRAFTER ` 2X4 COLLAR TIES'S Q 48' O.C. (LOCATE IN UPPER 1A OF ROOF RAFTER) COLLAR TIE CONNECTION DETAIL SQALE: N.T.6 NAILHORRONTALLEG OFSTRONGBACK NAILVERTICAL LEG OF TOEACHCEIUNG JOIST W(Z)BC COMMONS 6 TRONG BACK TO RAFTER Id(4nW COMMONS �CONTINUOUS (2LLi ) R)2+8 BiRONGBACK(`@4B"O.C. BRACES®- 4'-0' O.C. BLOCKINGAS CEIUNGJOISTS REQUIRED (OPTIC RAL) ONE SIMPSON Ma EQUALAT48"O.0 CEILING JOISTS PERPENDICULAR TO RAFTERS SCALE: N T.9 \ TO RAFTMMONNAA3 . • FROM CEILING JOIST TORAFTER GJOISTITED CE WNGS ONLY INSTALL ONE RAFTER TAIL UNDER CEILING JOIST (OPRONAL) ONE "MP"' HOA106 EACH RAFTER. IF RAFTER SIZE IS BIGGER THAN 2rB, APPLY SHEETROCK MAILER BETWEENRAFTERS VAULTED CEILING DETAIL SCALE: NTS PURJN TO MATCH RAFTERBIZE T-BRACE NAIL FLANGE TOWER FLANGE WVIOOGOMMONS®M'O.C. T-BRACE WEB q SECTION AA T-BRACE PURLIN SUPPORT SCAlE:N.TS NPJLVERRCAL LEG OF - STONGBACK TO RAFTER WI(4)1OE.COMMONS REQUIRED EACH CEILING JOISTW/ (2)06 COMMONS CONTINUOUS RLL2YA OR RRre STRONGBACK (`) ® 48' MC I IFRAFTERSIZE IS BIGGER THAN-N `(OPTIONAL) BIMPSONIG.A10® 2XO,APPLYSHEETROCKNAILER EACH RAFTER BETWEENRAFTEM VAULTED CEILING wl CEILING JOIST PERPENDICULAR TO RAFTERS SCALE: N.TA 44U COMMON NABS FROM CEIUNGJOISTTO RAFTER (OPTIONAL) ONE SIMPSON H3 EQUALAT48' O.C. NOTE: NOTCH IN R70F RAFTER SHOULD NOT EXCEED 1A OF IITHERAFTERCEPTH II 9 RAFTER ATTACHMENT TO TOP PLATE DETAIL SCALE: N,T.S "T' BRACING SCHEDULE HEIGHT REQUIREMENTS SECTION 1-10 FT. 2A"7 BRACING t4_4 11.20 FT. b6&4'T'BRACING �r8 MINIMUMDOUBLE ROOFRAFTER [EXCEPT WE TRIPLE ROOF 21.30 FT. 24&,S8 T' SRACING r8 MINIMUM F)IOdNAILS RAFTER IAIBGERBEAM9[ FOR TRIPLE240 OR RAFIERB� RAFTERS \\ RAFTERS �\ COMMON NAILS PER PL — fir �\ , \ ��__ _ NOTES GEILINQ BEAM ! 1. REFER TO SHEET DTL-t FORFFAMING GENERAL NOTES. CEILING BEAM 2. RAFTERS, EQUAL RER$ROGEEHIPS LLBE (OPRONAL)A SIMPSON / HGA0 / 3, RICO E,HIP,VALLEY. AND PURUNLOADS I 8HALL BE DI8TKBUTEO TO WAUS IT BEAMS BELOW BY"T' BRACES, REFER TO 1-BRACE !\\\ _ — SCHEDULE'ON THIS SHEET FOR SONG. THE"T' BRACES SHALL BE INSTALLED AT AN MOLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL BRACE PURUNS AT 4'A' 0,C. MAX `CEIUNO BEAM FAFTER TAILS --RAFT ER TAILS .—RAFTERTAILS 4. RAFTERSPANB EXCEEDINGIA.0 SPAN CWIRT(USTED ON SHEET TWO) WITH THE HORZONTAL DISTANCE SHALL BE BRACED WITH A PURLIN - - - - - -- - - - MATCHING THE RAFTER SIZE IT IS BRACING. NUMBER OF ROOF RAFTER TAILS TOMATCHNIMBEROFPUESIN 5. THE ROOF SUPPORT FRAMING ISDESIGFEO.TO SUPPO RT AN ASPHALT _ CEILING BEAM DOUBLE -PLY CEILING BEAM SUPPORT ALTERNATIVE DOUBLE -PLY CEILING BEAM SUPPORT TRIPLE -PLY CEILING BEAM a COMPOSITION SHINGLE ROOF.VARUTION3 FROM THIS TYPE OF SUP02T ROOF COVERING BY8TEMMU6TBE BROUGHTTO THE ATTENTIONOF IF RAFTER SIZE IS BIGGERTHAN THE FRAMING ENGINEER FOR RE -DESIGN 216,ANAILER ROOF SUPPORT JOIST DETAIL RAFTERS BETWEENEEN RAFTERS : SCALEN.i,9 GENERAL FRAMING DETAILS Z Nl zt rn E a O C-4 $ Z m C o V) w O F Y�o4OD W Q U 4 v Z = F 0 o Lu �o� aT "W3�0 r � V z io i y'lpt��•jOF-rFgs�� •• + / / IGOR L TEPLITSKIY / ..................... .... ..:.. /l o' 94973 (t1���FS3/ONALENGa��' 7 � � Q DTL14 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 NOTES; 1. REFER TO SHEET OTLA FOR GENERALNOTES, 2. ALL FASTENERS (INCLUDING NAILS,SCREWS,BOLTS, AND THREADED RODS) IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (NORTEK RECOMMENDS 005 GALVANZINO). ALL SIMPSON CONFECTO RS IN GO NTACT WITH PRESSURE TREATED WOOD SHALL HAVE THE Z-MAX FINISH, 3. SRICKONWO0 D SUPPORT BEAMS ARE SVEO TO MEET LSID DEFLECTION CRITERIA A. ALLBRICK SUPPORT BEAMS SHALL BEAR S.Y,P. a EQUAL BRICK ON WOOD DETAILS BRICK ON WOOD- PARALLEL FRAMING SUPPORT SPAN I BRICK I HEIGHT PROVE BEAM 0' 3 E Csas 6P-0 SpNs I SPAN SPAN s10L"WOs R �p2a 1I+33)fS22/-gG2' s QI�''I'll'7'2{, 1114- 0-1- SPAN s 1740 ENN:E BEAN PEIXAFEL A-1 I I I I III I I I 1 I 1 I I I 1 I I I BMCKVENEER I I I I I I I I I I I I I BTUC WALL I I I I I I I 11II11 I I 1I1IIL-i EfilSHGx1M FOR I I 1 II 1 1 I 1 1 I 1 I CLARITY ,—TYPICAL WALL ,! SUPPORT BE -ON BRICK SUPPORT BEAM SPAN PRESSURE TRFATEO BRICK SUPPORT BEAM -SEE SCHEDULE TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PARALLEL TO FRAMING BRICK OR STONE 50 OLAMLAG SCREWS STEEL LINTEL, IS 12' LONG)@ 32' O.C. PAINTEDAND FLASHED SEE CHART WALLSTUD I ATTACH UDWIORPLYTO TO EACH SNDERIORTH PLY UM 3J40 WOOD SCREWS ADJACENT (4-MIN, LENOTHI NAILEACH ADDITIORAL PLY WITH3.100 RAFTERR JOIST —/IIII/jAV,lLlll COMMON NAILS 0 EACH STUD PRESSURE TREATED BRICK SUPPORT BEAM SECTION A -A SCALE: NT.S WALLSTIID� BRICKW STONE 59' DIAM. LAG SCREWS STEEL LINTEL, P I2"LONG) Q32"O.C.�A PAINTEDAND FLASHED -SEE CHART RAFTER GIST NAIL EACH PLY TOGETHER W 2 ROWS NAIL EACHENDOFEACHPLY , OF134 COMMON NAILS®12"O.C. OF BLO CKING TO JOIST WITH PRESSURE TREATED 0)2A BRICK MINIMUM p) B4 COMMON TOE SUPPPORTBLOCKING BETWEEN NAILS JOISTS TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PERPENDICULAR TO FRAMING SCALE: PLT.S 10 01AM LAG BOLTS (4" LUNG) R+24' O.C. TYP A35 STEEL RISE -SEE ARCH PUN CLEAR SPAN BEARING LENGTH TYPICAL EACH END OF LINTEL BEARING LENGTH ARCH CLEAR SPAN MNIMIMLINTEL 9RE MNIMIMBEARING LENGTH SPANS s S-C L31R 13112 x 114 41NCHES V01<SPAN s 12.0 IS x4x 12 ONCHES TYPICAL BRICK ARCH LINTEL RIDGEBEAMm OTHERR00Frr QjaI+SPIN _ FRAMNG MEM3ER (<EFFECTIVE SPANWHEN NO M111 11 RAPIER OPP09TE ADOITIONALT-SMCESPROVIDED) BRICK ON WOOD SUPPORT A BEAM T-BRACE SUPPORTED BY STUD WALL OR BEAM BELOW @l I I 1 I ) I Z—BiICK VENEER STUDWALL ROOF9.OPE BEYOND NOT (SEE ARCHITECTURAL SHOWN FOR PUNS) PRESSURE TREATE CLARITY ADDITIONAL T-BRACEAS REOUIREDTO MICK SUPPORT REDUCE EFFECTIVE SPAN(SUPPORTED BY BEAM SEE PUN A WALL SUPPORT BEL0IN STUD WALL OR BEAM BELOW) EFFECTME $PAN TYPICAL DETAIL - BRICK ON WOOD RAFTER SUPPORT AT ROOF SCALE: N.T.S WALL BTU BRICK BRICK m STONE SAS" DAM. LAG 6CREW (112" LONG)0320.C� IMATTACH INSIDE PLYAT EACH MO STEELLEL, A )52'.DIAM LAG SCREWS(B' LONG) PAINTED AND ATTACH EACH ADDITIONAL PLYAT FLASHED -SEE EACH STUD WANW Q)10J COMMON CHART NNLS • LOW ROOF FRAMING IN PRESSURE TREATED (Jyx6 L.EAM.MF APPLICABLE (SEE PUN) FLOORFRPTAING OR HEADER IF APPLICABLE (SEE PLAN) STUDWALL, WAPPLICABLE -�- (SEE PLAN) ARCH CLEAR SPAN LESS THAN 6'-0": 1. STEEL LINTELS ARE OPTIONAL. FOR SELF-SUPPORTING MASONRY: 2. USE TYPE N MORTAR CEMENT. PROPER SHORING AND AMPLE MORTAR SET TIME ARE INPERATIVE. 3. EXPANSION JOINTS SHALL NOT OCCUR OVER THE ARCH OR WITHIN 6OF EITHER SIDE OF THE ARCH OPENING. 4. ATTACH 7/16' OSB TO THE WOOD FRANE BACKING BEHIND THE ARCH AND CONTINUE A MINIMUM OF 3' ON EITHER SIDE OF THE ARCH OPENING. USE Ed COMMON NAILS @ B' O.C. @ PANEL EDGES AND 12' O.C. IN THE FIELD, GENERAL FRAMING DETAILS TYPICAL BRICK ON WOOD SUPPORT @ LOW ROOF SCALE: N.T.S ARCH CLEAR SPAN OF6'-0' OR MORE: 1, STEEL LINTELS ARE REQUIRED. SEE DETAIL BELOW. 2, ATTACH LAG BOLTS TO SOUD WOOD HEADER OR BLOCKING 3, LINTEL SHALL BE PAINTED AND FLASHED (NORTEX RECOMvENDS 40-ML, RUBBERIZED ASPHALT FLASHING) I TX FIRM REGISTRATION#: F-6417 U Z 4J) Z E 0 0 8 Z C F Y H m m Q U o v Z H O LUOf1hw o �o�r J � o xLU mC Y 1- K � O 0 V LL C Z J Q Z F _ Q z U 1 p 1 OU Ld Z =oLUtOOa F Y O CD ZN IL IL cu -UL. DTLl5 JOB NUMBER 25-198443I ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS HEADER SCHEDULE TABLE"M- INSTALLATION SCHEDULE FASTENERS M. 2021 I.RC. G TABLES RS@JO)'RED2.7R) 8 RX2.7p) SHEATHING IME0.10R8 TEPoORWIT ROOFANO CEIWG Ph.ING BRAND PRODUCT LABEL TYPE PANELEDGE INFIELD LOCATION SIZE SPAN WOFJACRSTUW 7118'CROWNx 1-lAP LEG, No. 16 GAUGE GALVANIZED 9)w,V)Zwo 51. 7 RP�'e 54' 2 ENERGY BRACE 0.106" STRUCTURAL BRACE RED STEEL STAPLES or No. 11 GAUGE, 1-1/4'GALVANIZED STEEL ROOFING NAILS 3"O.C. 6"O.C. RpN04 6'b 2 RPx174 Tb" 2 THERMGPIY 0.113• STRUCTURAL GRADE RED SAMEASABOVE 3"O.C. 6x 0.C. EXTE OR WITH O) OORABOVE (STORM RACE) SHEATHING LOADER LOCATION SIZE SPAN WOFJACX SIUOS STAR RSTRUC 0225' RED SAMEASABOVE 3"D..C. S•O.C. R21B'4 3'-7" 2 THERMO-PLY 0.137"SUPERSTRENGTH BLUE SAMEASABOVE 3"D..C. OWS 4'-B 2 6"O.C. (?)Mft MAP 2 SHEATHING 1Px174 Bb' 2 71W' CROWN x i-12" LEG, No. M GAUGE GALVANIZED IMER bRWITH O) F OORABOVE FIBER BRACE ObOO"STRUCTURAL NIA STEEL STAPLES. No. 11 GAUGE, 1-12 "GALVANIZED STEEL ROOFING NAILS 3"GO, S'O.C. HEADER SIZE SPAYS,N WOFJACX STUDS LOCATION OG2wo 4's z TAKE"EIMINIMUM LENGTH OF PANEL FORVARIOUS PLATE HEIGHTS RRbO4 Sb" z SHEATHING PA?. 6'3" 2 BRAND TOP PLATE PRODUCT LIBEL��HEAOER HEIGHT ABOVE FLOOR MMMJMLENGTH OF PANEL EXTERIORW ig)CLEARSIN FLOORABOVE H 5 10 7'$" LOCATION SIZE "PAN YIFJACR"TIIDS ENERGY BRACE 0.106" STRUCTURAL BRACE RED 1B < H s 12' g'O" 0?"% 11' 2 17 < H s 14' 1'0• RPM 3'11W 2 0.113'61RUC1URALGRADE Hs 10 "1 R)mv. 44r 2 g¢HYs 36" 3 1HERMDPLY (STORM BRACE) SHEATHING RED 10' < M s 12' 9'a" IT <Hs14' 9D" NOTE. 1. ANY HEADER SPANS AND SIZES NOT COVERED ABOVE TO BE NOTED ON PLAN H5111 7'6 2. SIZES Am SPANS BASED ON YQ 6.YP. OF OTHER SEE PLAN) STAR RSTRUC 0825" RED 10 <H 512' g0" 3. FASTENFLYSTOGETHERWITH 1 So COMMON NALS 010' O.C. ALONG EACH EDGE 17 <Hs 14' 9L" 4. ANY HERDERS FALLING UNDER A FLOOR SYSTEM NOT DESIGNED BY'NORTEX. SFWl BE DESIGNED AND SIZED BY FLOOR SYSTEM MANUFACTURER H s 10 78" THERMDPLY 0.137" SUPER STRENGTH SHEATHING BLUE 1B < H s 12 9'17" 12'cHs H s 10 71b" FIBER BRACE 0.500"STRUCTURAL NIA 10'<Hs 12' 91. 17 <Hs 14' 9'1" H s 1O 5'11. DENS GLASS 0.500" STRUCTURAL SILVER MOLD RESTART 1V < H s 1T 6'-B ITH. 14' 7'0" NOTES: 1. VEPoFY THAT ENOUGHWALL SPACE IS AWLABIE FOR OSB PANEL SUMnTURONS R-0PLY) 3A1"OSB RPAQMBO.0 BSAM[MATCH HEIGHT 2. THE HEIOHTNG$HALNOTERATIO CETHESE PANELS 9HALLNEVER EXCEED TO 3. SHALL OF WORT FRAMING] gUBFL00 4, PA ELEDO ES PAYBE BUTEDor I-A6"O.C. �.�B��3/POSB SUBFW OR 5. ALL ANELED ES9HALAPPE03 OVER STUDS. ALL VERTICAL PAML B. ALL LRORQOMA PANEL HORIZONTAL EDGE$ SHAULL EDGES SHALL BE BLOCREDWRH2R LUMBER BE BLOCKS WITH �� M O O SIMPSON FANNER SCHEDULE FOR MULTIPLE -PLY BEAMS a1d CEILING JOISTS _ 0' - O' (TYPICAL (MESS NOTED OTHERWISE ON PLANS) MEMBERSIZE FACE MOUNT TOP FIANGE I 26 W83i im I 17y.� HU282 RSRTf MI HLP I I\,R`lliylg 83 NIA INSTAILWABHERB I WS26 - ®EACH. BOLT - I IT@3 IUSM-2 LUBB4TF } �[- + + } + + + HLR6a NIA I \ W826 IB211 I 0 LLWO.2 HJ3 047 [I3QJ�ifX�J�y QPA4 KICKER BRACE®1B'O.C. I HU2103 HU004 ( ATTACH TO GUAM AND MINIMl.0.1 Qp00 CON9A0N NAILS I `LN2 WSZI.O JB212 gp,IpCENiIJ013T (NOT SHOWN) UNDER EACH DIAGONAL STRUT z LR0 2R LEOGERWIMOB -3 HUH2-3TF 2 1RRI23 HIR123TF COMMON NAIL"®4 O.C. NOTES 1. SCHEDULE BASED ON NO POINT WAGE APPLIED TO BEAMS 2. SPECIIAUTYBEAMILM.LSIA PSL%at4.)HANGERS WILL TYPICAL CANTILEVERED LEDGE BE CALLED OUT ON THE PLAN. 3. REFER TOSIMPSONCATALOG FOR INBTAU.ATIONGUIDELINES. FRAMING DETAIL 4. RANGER SCHEDULE BASED ON THE USE OF S.Y.P. LUMBER. GENERAL - FRAMING DETAILS SCALE: NT.S NOTES. REFER TO SHEET DTL-1 FOR GENERAL NOTES 2. ALLFASTEPERS(NRE (INCLUDING NALB.SCREWS,BOLTS, AND THREADED RODS) IN CONTACT WITH PRESSURE TREATED W000 "HALL BE HOT0PPED GALVANIZED VORTEX RECOMMENDS 0185 OALVANZING} ALL SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE THE Z-MAX FINISH. STEEL LINTEL SCHEDULE HEIGHT OF VENEER w I I I I I w STEELANOIE I I I Q Q 0 Q PER TABLE. I I I I I I I I I I CLEAR SPAN BPoCR =40LSS, IFT. SOLNRED LINTEL CLEAR SPAN (FEET) S1ZE 3 1 4 1 5 1 8 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 IS I Mj HEIGHT OF BPoXCR � x 3111 z31RX1N t1l 7B 10 6 3 2 i I 4 x312 ziA ?3 15 3 5 3 2 1 X x xX 5A312x3B 23 14 9 B 5 3 2 2 1 Bx4 x3,S 24 16 11 8 8 5 3 3 2 2 1 1x4 z1R lXh' 23 17 12 9 1 8 5 4 3 24 . B x.4x12 STONE-60 Ue./FT. SQUARED 11 9 7 8 5 LINTEL CLEAR SPAN(FEET) SIZE 3 1 4 1 5 1 6 1 7 1 0 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 HEIOMOFSTOIE 13111.11,11111 21 illS 3 2j IX31RX1q 5 3 1 I 5z312 x3B P2 ib B 4 3 2 1 I 8z4 X3A7 22 16 ] 5 4 3 2 2 1 I 7z4x112 18 11 S B 8 4 3 ? I 8R4A112 22 16 17 9 1 0 4 4 ? NOTES: A. STEEL ANGLE SIZES ARE BASED ON LB00 DEFLECTION CRITERIA B. REFER TO PLAN FORAREAS PATH HIGHER CLEAR SPAN THAN IT C. CHART NOTAPPLICABLE FOR GARAGE AREAS (SEE PLAN) D. GABLE AREAS NOTINCLUDED (SEE PLAN) 1'$ MAX BEAM LENGTH 777'''DOUBLE L4z4x1A / (ARB STEED xd 6) `R)M POSITIONED / iR"-pAM. BOL78 / TIGHTAGAINST BEAM h } +} 2x4 9TRM EACH SIDE. ATTACHWI(Q100 COMMONNAIIS. 2#LEOGER FURR OUT LEDGE AS REQUIRED SECTION B-B SCALE: RT.S A U Z z 0 a O N $ Z m C 0 (A 40 O F co W Q U qq vs Z =F ^J = ��4n 0U. J O i m x LU 0 Y H 0 LL `c_ Z a 2 F O Q z 000 1 p O W w GO = p Lu Y 6 F Q D _j U (� Z N a 0- a ' IGOR I. TEPLITSKIY 94973 :lz- I i �] S�ONALEN GFD! 1 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 41 (;RA Nk 'if . CRY OF ORA PEVINE 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. 09/08/2025 BY: ARNOLDO RAMIREZ TSSPE: 13M BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. REFER TO ITERAL BRACING PUN FOR SFEAT"IALL.AREAS ABOVE, EXTENT OF SHEATHNG REQUIRED BELOW, AND ADJACENT TOOPENINyI SHEATHIINNNG ON BOTH SIDES N LEPA '� ALL HORIZONKING TAL BE PANEL ALLED JOINTS, T r j ALL HORQONTAL PANEL JOINTS, AND VBi11CAL PANELJOINTS OCCUR OVER STUDS. UBEI SHALL / Z \/ TYPICAL GAIN. ROOFING NAIL OR STAPLE z HALLWAY 1616 LONG; OR15)B" SCREWS OR TYPEIAI OR SATS O.C. FOREDGE / (SHE / / TYPICAL AND FIELD, OR LET -IN BRACE@ / OPENING / BOTH ENDS OF WALL / PRESENT) / RED T-PLY IS AN ALLOWABLE SLB811TUTION / / / PRESENT) FOR GYPSUM SFEATHI AL BEEFOR NAILING PATTERN &OTHER REQUIREMENTS. PROVIDE BLOCKINGa� ALL HORIZONTAL JOINTS. NOTE: THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER FROMACTUAL CONDITIONS ADED TR3:BSAH OR N DIED- M%) 1MIDTOIEDINTO SlOs. HDTCH FAST BEARONNAGONN.w BE IiINTOROD ARI WT9$TWP. DETAIL IL FIRST FLOOR INTERIOR SHEATHING EM- REFERTO LITERAL BANGING PIANFOR SHEATH WALL AREAS ABOVE, 1_ EXTENT OF SHEATHING REQUIRED BELOW, AND ADJACENT TO OPENINGSWITH10 GYPSUM wATB SHEATH G $HALLOE INSTAL. DES21 YAmry l� / BLOCKING SHALL PANEL JOINTS, ALL HCRQONTALPANEL JOIN75, / ANDVERTICAL PANEL JOINTS BRA OCCUROVER STUDS. USE 10 TYPICAL 1 Se LONG, NAIL OR SCREW LE z HALLWAY / 159' LONG; OR 15R' SCREWS OR TYPE W OR S ATT O.C. FOR EDGE ROOM , TYPICALAND / BOTH (ENDS ELD. OR OF WALLLET-IN BRACES / PDOOR RESENT) j'/' OPENING (AMEN RED TPLY IS AN ALLOWABLE SUBSTITUTION / PRESENT) FOR GYPSUM SWATHING, SEE GFON FOR NAILINGPATTERN&OTHER REQUIREMENTS. PROVIDE BLOCKING® ALL HORZONTAL JOINTS. NOTE: 1 ---�— -- - - - -- THE ELEVATION SHOWN 16 FOR } — — — — — — — — — — — — — — — ILLUSTRATNEPURPOSES ONLYAND WAY DIFFER FROMACTUAL CONDMONS 4 DEGMESINN. TO ...-Spool NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES TOP PLATE ELEVATION INSTALL SIMPSON 1,2" v T LG, TITEN HD (THD50500H) WITHIN 0-0" OF BOTH END OF WALL PER MFG.'S INSTRUCTIONS [Jo.. PSI CONCRETE TOP PLATE ' ELEVATION ////// �FLOORJOIBT OR 1MroTNEDIM —S MTOINUsi SEARNJN/DONILm BE 10MR,ED MHRH NET.STW DETAIL IU SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE: RTS INTERIOR BRACING DETAILS 7/p. A U Z z c ONE 8 Z Q m c (O O Q U~ODv Z S F LU m - Old dXWLU O zoo J Q Z F o � Q z O Y p LOU On S p > Y a F Q D U' (� Z N J a IGOR I. TEPLITSKIY .0 ..,...94973 D 1 IB11 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196443 (;R.WEI INE PLATE AND STRAP NAILING SCHEDULE % C ITY OF GRAPEVINE V THIS PAGE RELEASED FOR CONSTRUCTION Z RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT N WITH THE BUILDING CODE OR ZONING ORDINANCE /j) 2-BIMPSONNST2TBTRAPBa EOUAL(1YP,)R)MSTA30-D)NSM7 ( j{ r� Z CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. HORf10NTALSTRAPB(NSTA3)OR EQUIVALENT) HEADER TO KING W Q •p E p STU06 OF PIERS, CENTERED SYMMETRICALLY ON KING STUD- (18) 10d NAILS IN p 7 p 0910812025 LO HEADER-(9) PER SIDE.(4) 10d NAILS INTO KINGSTUD - NAIL QUANTITIES B = X 8 BY: ARNOLDO RAMIREZ TSBPE: 1.38913 AREPER 1` Q Inr o BUILDING INSPECTION DIVISION. LIEADER HEADEI}+ Q U o v RELEASE DOES NOT APPLY TO CONSTRUCTION N ❑ VERTICAL PLATE(TP37 OR EQUIVALENT) CONNECTING HEADER TO KING STUDS _ _ EASEMENTS OR PUBLIC PoGFiT OF WAY KING KIND Z (- STUD C1 AND )10d NAILSINT JACK IUD OF PIER OD)IL UAILSIMO REMNIING UD,ANO yTw > W K M •g (9)10tl NAILS INTO JACK STUD OF PIER -NAIL QUANTITIES ARE MNIMUM PER Q J 0 ^ N ALL CHANGES MUST BE APPROVED. `JACK PLATE. . .. W 3 0 STUDS STUDS x Lu I HORIZONTAL PLATE(IP37 OR EQUIVALENT) CONNECTING HEADER TO KING ^^ +��+ O O SU SAND PIERS-(12) 10d NAILS IN HEADER,(6) 10d NAILS INTO KING SR)D, VL Z LL C FRONTPERPLAifENAILS INTO JACK STUD 0FPIER -NAIL QUANTTESARE MNIMUM BACK ELEVATION ELEVATION J Q OPTIONAL PONY WML 172" SIS 11111 ".ISPLUS Z TOP PLATE CONTINUUOUS FROMTOP PLATE TO BOTTOM EDGE (•-- F (— ELEVATION OF HEADER BEAM- ALL EDGES BLOCKED S N Z z X F FASTENED ®3" O.C. ON ALL FRAMING MEMBERS.3 Q Z O Y U H' MN. (n-2%12"WP 117 DEB SPACER I I ROWS OFFASTENERS ON HEADER 0TOC.-FOR = I— U U W HEADER OR EQUNALENT SHEAR LOADSGREATER THAN 300 PLF, THE LLJ ENGINEERED 00 BEAM BUILDING DESIGNER SHALLVAUOATE THE LOAD H O Z TRANSFER CONNECTION FROM PONY WALL a' N GO N L j 2-SIMPSON MST27 TOPORTAL FRAME _ > F d STRAP Sa EQUAL (TYP.) R)TXI2"SW/1R"OBE SPACER HEADER SECTION O o R)MSTA30=(1)MST27 1`\ OREOUNALENT ENGINEERED WOOD BEAM \\v` ZQ 12"T024" ` (TYvPSON T27STRA�i EQUAL J �!. � 1 TFH 1 . R WN 1-1O' LONG IS SIB PLUS INSTALL 3"X7"X21T)jSEE R6OF TIEPLATESAND TRAP OR AATH I"CROWN OF.LONGO II STAPLES �SONNALEN8 SEE'C1' FASTNE SINFORMAMON LNG (MINIMUM). AT IT ON -CENTER ON THE EXTERIOR N `q� SCHEDULE BELOW FOR FASTNERS INFORMATION WALL- USE CONSTRUCTION ADHESNE ASTM 1,117 1R" DEB FASTENED BETWEEN (4) FLATAIISE DWS. OVER 4200 LEIS HOLD-DOWNS FORATTACHMENT IF 2X4 FRAMING MEMBERS TO BE NAILED WITH 7) 3 X 0.131 NECESSARY Y� NAILS. EVERY S' ON BOTH SIDES OFTHE PIERS. OFFSET 12' MN. OF CONTINUOUSLY 2-81KPSON STHD10 (INSTALL 3' FROM OPPOSITE SIDE NAILS TO AVOID CONFLICT. INSULATED (CI) SHEATHING BEFORE CONCRETE POUR) ) NAIL KING STUD W1 R}31/d"X0.131"NAILS NS" NOPo20NTALPROJECTION O.C. EACH PIER FILL CAVITY OF PIERVATH [ 1-1M THICK PIECES OF OX STYROFOAM (OR EQUNALENT) ,.. 2 "ose i �.�P •'x'gs�1 2"x4'FUT-WISE ... 2`%4"STUD .... ..... / ' / •IGOR I. TEPLITSKIY /....1......................1..../ SECTION 'A' 'A' SECTION 'B' 'B' (w/ / 4•. 94973 w OPTIONAL INSULATION OF JOIST CAVITIES) ,�� FSSjpNALEN�'��� - 8 — �1? WSWD/1 WOOD STRONG WALL DETAIL TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198443 �*MVE CRY OF ORAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORN IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. APPROVEDCITY N THE JOB ALL TIMES. 09108/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIM SIGN. 63'-6" '-6" RELEASE DOES NOT APPLY TO CONSTRUCTION IN - EASEMENITSORPUBLICRIGHTOFWAY. 13 SPACES®4'Sx _ 3'-0° 1'-6' ALL CHANGES MUST BE APPROVED. F F 41 t Sir Bsse I y y ��I I �ml N I � h at, I :am I I I I I I I I I I ----I 1 -- -ram J ------I�---a ---L---------!-� ---1--tea-- l II —^ III I I II I I I I 111 I I III I ' 'BS67Q III I I EL LL- � 1 1 I I II III r I III ° ��3*4�@TOPI S67 BOTTOM D ss6 � h I---��--`- yy-11------I------�y*-1--�-- y-r ---`�H I_��� I I I11 I _ I I see �I1����666 86 ylI r- II —TI—_ S6�—---I r---r_-r-1I Ir1--- ?--_1I--- I--- a— i4 i JRIFDROPPVED —�-- --o 11 1 1 S66 I ---' -I---I - = HQ1"E81EQ---- 1--- I - I I I I I ILDER I l 4 I I I I I I I I I I I I I S66 II I I I II I __ -_� _ 6666 SPECIAL FOUNDATION NOTES 1. THIS DRAWING IS PRIMARILY FOR BEAM AND CABLE PLACEMENT. THE CONTRACTOR IS REQUIRED TO COORDINATE THIS FOUNDATION PLAN WITH THE ARCHTECTURAL DRAWING FOR OFFSETS, DROPS, OPENINGS AND INSERTED ITEMS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE CONSTRUCTION OF SLAB. ANCHOR LOCATI DNS MAY BE ADJUSTED TO NO MORE THAN 6" TO PROVIDE PROPER CLEARANCE FROM PIPES. VORTEX CANNOT BE HELD LIABLE FOR ANY CONTRACTOR OVERSIGHT IN THIS REGARD. 2, REFER TO SOILS REPORT FOR: SITE PREPARATION AND FILL PLACEMENT. ,\ Cable Material List -10% Elongation +10% QtY I Cable ID I (In) I (in) I (in) 15 S42 23/4' 3 fA" 33A° 12 8S42 23/4' 3 fa' I 33A" 2 SS43 T 31A" 35A" 6 S66 41Q" 51'a I 55A" 6 BS66 410 51A" I 55A" 2 S67 4314" 51A' I 5314" I 2 BS67 43/4" S1A" I 53/4" Total Cable Quantity 47 lTotal Cable Length 2412 Estimated Materials Interior LF: 338' Exterior LF: 210' Concrete YDG 60 —APPROXIMATE NO WASTE FACTOR"" i t C1 z z 2 t9 E c oC" 8 Z w to C 0 Y�to 0 co a Q U_ O v Z F o W 7 worth OOI�V o OQ _0Q tL Z V C J z Z O_ XX Q Z01p � �aLU J = o W O p NO z J EL � N H Z2 O O W � C s s s m SF;EET 1 of 2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198442 DESIGN 1 I The post tenslon design of this foundation structure has been evaluated using acceptable engineering pradiCe In duding considamdon ofthe i latest recnmmendatiens as set forth by the Qpwe tensioning lnstkute i 9Dwlgn and Construction d=of Post Tensioned Slabs on Ground 2 Designed beam sums, beam spacing, strand quamshow des and spacings shoare minimum regnsements needed to allow the ral system to adequately erform,T The le of to eliminate al movement, but to I foundation flexure dui Inevitable dl aremid move q Yp h n m Ornate IMt !dig 8 mom. 3 This design does not allow for Improper drainage, or trees loafed tlmser than 12 their mature height to the foundation, positive drainage mud Ibe maintained at all times and Finding ofwaler around the foundation should never bs allowed. 4 Uniform, systematic wearing on all sides ofthe foundation to maintain a stable foundation. 5 I Apm-pour Inspection mud be performed by a Nortex representative or ar ifled lab. MATERIALS 1 Pod tendonlng indent, Win be 112" diameter 270 kcal, seven -wire strand, greeae with plastic sheathing. Brand shall be h accordance with AS T.M A416 and shall be dressed to 33 cps and anchored at 281 kips. Plastic sheathingg shall here a minimum 40 mil thickness 2 A anchorage hardware shall most test aiterm establIshed by the'PTI Guide Spedfiatlonslor Post -Tensioning Materials'. 3 All anatte shall has a minimum compressive strength of 3000 pat at 28 days. Strands shall not be dressed to final required fora until anode strength Is a minimum of2000 as I. 4 Pod Tensioning lde lute remmmendefinal dressing him 7.10 days after pouring of foundation. 5 I All comemlonal refmorcing shall be in medkto wit grade and shell conform to A.S.T.M. A615-60, CONSTRUCTION 1 At beams should be excavated as follows unless specified othenvl» by the gedechnlul rgqyyort: a Allbeams mustextend l2"Infoundisturbed (virgin)soll,orsoll compadedimeameXtothe geetechnology report listed onlhe plan. Beam depths may be sloped orincreasedto34"dighoutaddPoonel reinforcing. when beam depth exceeds 34'use detail 'G"for additional reinforcement. to All 111 under slab must be compaded lo95%ofdandardprodor density AS.T.M.-D698 and conform to FHAsheet 79G. All till sail under" dab shall be plead In ecmrda dice with the geotechnlcel report sped0oetlmns. The soil engineer shall artgy compaction of the IN sail. 2 Pan elpiering a fine foundation is prohibited. Piers may be used only if the are specifically shown In the doelgn Romrtapierschedulefor diameter, depth, end reinforcing required. Piers maybe terminated when mild rack (auger refusal) Is encountered. Pier tops should be dean and exposed to the beam. 3 Final grading shell be done usingsand or a non -capillary materiel Waterproofing is required In accordance wlthlIntern one mat Residential Code R406.2 for residential strudures or International Building coda 18073 for commerdel strudree unless local miles are more stringent Minimum 10- mil PatyVlnyl. Split poly at beams to mold air pockets and prevent Insulation ofgrounding electrode. No poly allowed In bottom of beams. 4 Site grading and drainage a round the foundation must be maintained at all times In sudl a manner the surtece or ground waterwlll not called under, near or adjacent to the slab. 5 The antrador le responsible to advise owner of proper foundation mahtensdco. Moisture content should be kept consistent annually wnh co Ideralbn tooaasanal changes oftemperature and moisture varlatbns. Proper drainage away from slab is required to preserve the performance ofthe foundation. B Trenches for deep plumbing lines should not be located directly under be comer compaction of back tll at plumbing lines is required. ] If pudic sleets Is domeg ad and strand Is exposed for more then 3', it should be repaired to prevent bonding of concrete to able. Me dmum 12' exposed at be end Is acceptable, 8 Concrete must be well consolidated a rou nd all ends anchors to avoid beading (allures at time of dressing. 9 Ad mixture s an ould not contain any chemicals In qu entity that may have a harmful effed on the pre stressing ale ei or come M. Chlorides, sulnes and nliretes should not be used. 10 Stressing pockets shout be grouted within 7 days of the final sVessing cop station to prove dt= orrosbn of the anchor and wedge amembly INSTALLATION 1 At anchors shall be installed a minimum of 4"below rayuired elevation of concrete at edge of slab and a minimum of 4"-12" away from corners 2 I Securely fasten anchors with pocket formers to proven(cemant paste from entering wedge and (2-20 d none are reammadded). Fixed anchors 1shouldbeattachedwith3K"dear irmfrom form board.wlrhyofendhomIsnot recommended. 3 Pleat asheathing must be dripped a medmum of i"behind lire end anchor assembly. 4 Strands must be tied at all intersections starting at laid end andhomworking toward live end to remove stack and eliminate oxassbe displacement during pour. I At dradda and bars shall be supported on chairs not to exceed 4' on center. GENERAL 1 This drawing is prlmadlyfor beam and able placement. The connector is required to mordlnate thisfoundation plan with the architectural drawing for offsets, drops, openings and inserted items Contractor shall verily all dimensions and geld conditions before constructed ofslab. Anchor lomden. may be adjusted to more than 6' to provide proper clearance from pipes. 2 Slab shall be final stressed approximately seven to ten days after pour, Pedlar stressing 72 hours anal pour call reduce (no eliminate) necks from concrete shrinkage. 3 Waterproofing ofthe foundation, Including dropswith woodded vapor barriers,demwall drains, perimeter drains, eta is not Included In this design and lathe respondbllty of others Including the aerner and builder, 4 Care should be taken by the owner and builder to ensure that ails here proper moisture content beforelhs foundation is poured. Tihe presence of dry or wet soils when the foundation Is poured, may contribute to excessive foundation movement when moisture Is reintroduced der removed. These plans do red amount for foundation more mint that may resullfrom dry or wat sell conditions that may exist at the time the foundatbn Is poured. 5 Owner and builder should follow all recommendations in any Boll report to help insure that the foundation functions properly. "A PRE -POUR INSPECTION FOR THIS FOUNDATION'• Must be aaompllshed by the design engineer of record for the foundation, or a adifled lab. Notice: All pad tension materiels to be supplied by a post tendon Insteute certified fabricator. 'DO NOT USE THIS PLAN TO SET FORM BOARDS' INSPECTION NOTES: 1 eraantainable on Job site lnerder to provide opts -pour lnepecilbm. ,maplons ohould be sdhedined 24 hours Inadvance.However, we will make ovary atlemplto schedule same dayinapedlons collectIn before tlls outside the metro lax raquhea24 hour notice�Infilmd* P��uTons mud be done a er a nsta at on a amp a an sae ours prior o pouring coma a oun a nl s cubed for all Nortex foundation designs. 'NORTEX INSPECTIONS CAN BE ORDERED AT817.3794866- NOTE. the up *(these plane antl spedpcalon6.1111 be ro 111-it to the orig trial dte for which in ey were prepared. This do come in and any aaopanykrg design document Is null and void t not aaempenled by an odgin*I design letter, signed and sealed by the engineer of record, Any r.Productlon or reuse, or dhd.sure by any method, In whole or In part, Is prohibited. This plan and its modifications contain proprietary Information and are the sole property of Nines Foundation Design. Ina, Fort Worth, Taxes. F' SLAB CABLE iB" 7 © FOR DEEP BEAMS fTVP1, 3 a #4'O.C. MAX MIN38' O ry 24" O.C. MAX i / <i U Ht I µt 1'.49LOPE _ I ADD 2#4'aaMID y r DRAPED 1 BBOT. IFD>40' _ BEAU CABLE ANCHOR PLACEMENT 9 DRAPES"OFF UO BOTTOM(SEE PLAN) O N p "0' /—POLYVINYL Z 0' x0 C T-0" BEAM CABLE /! ADD 2allQ BOT. C So X r0 :=h 4" TO 8"DOA. I 1 I BELOW PIPE _ — _ — a� IF 34" 1 D > 40" Q () F— -Wp N PLUMBING PIPE AT R &CHAIR --_-- ------ CENTER OF BEAM `(2) 04's ABOVE PLAN VIEW .--------,t (2)#41s BELOW �� I 5 LU O n N BEAM MUST EXTEND 12" �XLLpXW(( W STU�i p INTO UNDIRSED SOIL F Y PREFERRED ORIENTATION OF Qa LO PIPE THROUGH BEAM Q y LL C Z V DROPPED BRICK BRICK LEDGE ] LEDGE DETAIL SLAB STRAND OE �IF REQUIRED SLAB STRAND O N 'Z" BARS be -` la"O.C. Jv POLYVINYL _ J c #4's "L" BARS #4 TOP, MID,77;;E_!t4lc1 Z 8 POLYVINYL &BOTTOM 24" O.C. y14's®12"4 DROP>8' ♦— #4'sHORIZ. n 0: ~ X 0 12" O,C. jPOLYVINYL Q N O Y DRAPE 3" qZ 8. 111 OFF BOTTOM STANDARD 36 F LVmJ LU Z_ SET *4's HORIZ. 16' (SEE PLAN) l OFF10" Do >> _ Z-BAR DETAIL = Q W to O W > Y O SLABSTRAND O SLAB STRAND O / p (� # O rDRAPE 'Z" BARS n o Ztof^ / ' 1 18' O.C.POLYVINYL ( _ a#-0 TOP, MID,a POLYVINYL&BOTTOMS w DRAPE 3" DROP > 8" OFF BOTTOM (SEE PLAN) DRAPE 3" �rOFFSOTTOM-{ t0" (SEE PLAN) 10" OO_a © / / SLAB STRAND O '^ SLAB STRAND POLYVINYL N POLYVINYL —_ ���"\\\ w DRAPE 3" DRAPE 3" SE OF TF i� OFF BOTTOM N OFF BOTTOM '�P'•' x'� 1 < 0 f (SEE PLAN) y (SEE PLAN) %t 5'.•• •''� a 0 n 0 / �.' ............ .......:....I S Y t Z is o" °' IGOR 1 TEPLITSKIY 94973 OC L SLAB STRAND sus STRAND O �1 OL </CENSE�:ratV- ? o p �I FSS/ONA1 ENv� 12" MAX 7/8 1 :65LOPE rDRE POLYVINYL REFER TO INTERIOR BEAM SF EET DETAIL IF REQUIRED L--1 TX FIRM REGISTRATIONM F-64172 of 2 10JOB NUMBER 25-198442 y.l 4 -J FD Nortex Foundation Designs, Inc Texas Firm Registration No: F-6417 4416 Keller Hicks Road Fort Worth, TX 76244 Office: (817) 379-0866 info@nortexfoundation.com July 14, 2025 Attn: Building Department (Permitting Department) City of GRAPEVINE Builder: GRAHAM HART Reference: 2970 KOSSE COURT Lot: 6 Blk: 1 DOVE STATION GRAPEVINE, TX Plan Number: JADE TRANSITIONAL Workorder ID: 25-198442 GV CRY OF GRAPEVINE TiIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE MY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVFN PI M jtr gV7T ON THF.IOH iITF AT 09I0&'2025 BY: ARNOLDO RAMIREZ TSBPE: II BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. The foundation plan for the above -referenced location has been designed using acceptable engineering practices including consideration of the Post -Tensioning Institute's "Design and Construction of Post -Tensioned Slabs -on - Ground". The above -referenced foundation was also designed with loads applied in accordance with the 2021 International Residential code. This design is also based on the requirements of the Post -Tensioning Institute's "Construction and Maintenance Procedures Manual for Post -Tensioned Slab -on -Ground Construction" regarding proper drainage and site preparation. These areas of work are beyond the scope of this contract. Concrete in the beams shall be placed directly on undisturbed soil. Vapor barrier shall not bridge over the beams and shall lie freely on the sides or bottom of the beams and be secured to the top of the pads supporting the slab. The soils information necessary for the design of this project was provided by: Soils Engineer: EWI Report Number: HC247347 Report Date: 2-26-2024 Soil Parameters: Plasticity Index: 17 Bearing Capacity: 1500 Potential Vertical Rise: 2.0 Sincerely, r IGOR I. TEPLITSKIY / /J L _ ............................... 94973 tt O,n :(/CENSOR•+'�W % GN Igor I. Teplitskiy, P.E.