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HomeMy WebLinkAboutNSFR2025-002931RECEIVED: 8/4/2025 t 25-002931 2U (r�DD 2964 KOSSE COURT DATE OF ISSUANCE: `liRA 1�'E NEW SINGLE FAMILY RESIDENCE 25-002931 PERMIT #: BUILDING PERMIT APPLICATION ELECTRONIC REVIEW (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM) JOB ADDRESS: 2964 14_,r c a, SUITE # LOT: 7 BLOCK: 1 SUBDIVISION: n BUILDING CONTRACTOR (company name): e 'j CURRENT MAILING ADDRESS: leg C_ L- J ,: V 1 CITY/STATE/ZIP: C .� jl T tl� T-Y -7j.D9 y PH: # 819 8L3 LZF 5 Fax # PROPERTY OWNER: It, M ►l A Ll. c CURRENT MAILING ADDRESS: CITY/STATE/ZIP: _ [ ni : i L Z 4rD 2 I/ PHONE NUMBER: S,• 1 Z 2 A, 5 PROJECT VALUE: $ FIRE SPRINKLERED? YES ✓ NO WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC ✓ PLUMBING-Z MECHANICAL_/ DESCRIPTION OF WORK TO BE DONE: ,' +fit USE OF BUILDING OR STRUCTURE: :J .1; L NAME OF BUSINESS: Graham Hart Home BuildPr Total Square Footage under roof: 4459 Square Footage of alteration/addition: 44.54 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) ❑ I 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 PROFESSIONALIOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: - �G.�' SIGNATURE PHONE #:_Qj? / 7 fa EMAIL: _-1, ,� a �h ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: � i Permit Valuation: $ Setbacks Approval to IIssye Occupancy Group: 3 Fire Sprinkler: YES ✓ NO I Front: 20 Electrical Division: Building Depth: Left: �' I Plumbing ✓ Zoning: - S' V J Building Width: Rear: Mechanical Occupancy Load: _ Grease Trap Right: < Hood >c:� Plan Review Approve` ` Date: 11714 Building Permit Fee: 2,452.45 Site Plan Approval: _ Date: Plan Review Fee: Fire Department: Public Works Department: Health Department: _ Approved for Permit: Lot Drainage Submined8/5/2025 P_O. BOX 95104, GRAPEVINE, TX 76099 (617) 410-3165 Date: - 1 Lot Drainage Fee: 150.00 Date: Sewer Availability Rate: 845.00 Date: I Water Availability Rate: 1.543.00 Date: Total Fees: _ 2.388.00 Approved: Total Amount Due: 2,602.45 OPEN SPACE PAID 1/12/2024 IMglce_6 ��`� Z�Z O:FORNISIOSPE APPL ATt S 1102Rev 1 ,5105,2107,11l09,4111,2119 City of Grapevine Building - Single Family PO Box 95104 Residence Grapevine, Texas 76099 817) 410-3166 Project # 25-002931 Project Description: Construct New Single Family Residence [ELECTRONIC REVIEW] Issued on: 09/18/2025 at 4:23 PM ADDRESS 2964 Kosse Ct Grapevine, TX 76051 LEGAL Dove Station Block 1 Lot 7 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 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 DOCUMENT - LOT DRAINAGE PLOT PLAN (CITY STAFF USE ONLY) DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 * ZONING DISTRICT APPROVED TO ISSUE ELECTRIC APPROVED TO ISSUE MECHANICAL APPROVED TO ISSUE PLUMBING Fire Sprinkler System? SETBACK: FRONT SETBACK:REAR SETBACK: LEFT SETBACK: RIGHT 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 taylor.mcminn@grahamhart.com 527100 4459 VB R-3 25-002931 - Lot Drainage Review.pdf APPLICATION.pdf, LOT DRAINAGE.pdf CONSTRUCTION PLANS.pdf R-5.0 YES YES YES YES 20 15 5 5 Page 1/3 MYGOV.US 25-002931, 09/18/2025 at 4:23 PM Issued by: Courtney Cogburn INFORMATION FIELDS WATER DEPT. LOT DRAINAGE FEE 150.00 WATER DEPT. IMPACT FEES (SEWER) 845.00 WATER DEPT. IMPACT FEES (WATER) 1543.00 FEE Residential Lot Drainage Fee —Building Permit Fee, R-3 (New Construction) SF TOTALS READ AND SIGN 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). September 18, 2025 Signature Date City of Grapevine Building - Single Family Residence Project # 25-002931 e a a 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 Page 2/3 MYGOV.US 25-002931, 09/18/2025 at 4:23 PM Issued by: Courtney Cogburn Sheet Index Sheet Title A1.00 Foundation Plan A1.01 First Floor Plan A1.02 Second Floor Plan A1.03.1 Exterior Elevations- Front A1.C3.2 Exterior Elevations - Sides A1.03.3 Exterior Bevations- Rear A1.03.4 Section E1.01 First Floor Electrical Plan E1.02 Second Floor Electrical Plan S1.03 Roof Plan ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES PROVIDE FALL F IRE PROT ECT0N SPRIN KLER I PROTECTION AT ELEVATOR SYST EM REQUIRED CHASE ON 2ND FLOOR SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY RECEIVED: 8/4/2025 25-002931 2964 KOSSE COURT NEW SINGLE FAMILY RESIDENCE PLAN REVISION HISTORY DELTA DATE REVISION DESCRIPTION DO 00100ND PUN CRFAMN USCRI—N IT IS THE RESPONSIBILITY OF THE OWNER/ DESIGN PROFESSIONAL/ CONTRACTOR TO HAVE PLANS REVIEWED AND THE BUILDING INSPECTED BY A CERTIFIED ENERGY CODE INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. SQUARE FOOTAGES FRITFLOOR I., S.F. SECOND FLOOR ZAS S F. TOTAL LNING 386R S.F. MST FLOOR 1.7 S.F. SECOND FLOOR 11n S.F. CARAGRSI 4M COVERED POCS.FF VAPAO — SF. TOTANIE — .. FRST ROOK 107 S.F. RA IN 4R S.F. COVERED PORCH . S.F. COVER® PAM 2M S.F. J TOTAL FOLk1DA110N 2584 I.F.. OVERALL WD. 4a-V a OVERALL DEPTH ev '- z O U PROVIDE SIGNED AND SEALED ENGINEERED CUT SHEETS FOR TRUSSES AT FRAME INSPECTION D SPECIAL NOTE PROVIDE SAFETY GLAZINGS AS REQUIRED PER SECTI ON 308 AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE INTERNATIONAL RESIDENTIAL CODE CONSTRUCTION HOURS 7: 00 A. M. - 7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY CONTRACTOR SHALL CALL FOR INSPECTIONS: (817)410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERM IT EXPIRATION. WALL LEGEND - 2X4 STUD WALL MMMMMMMI 2X6 STUD WALL - 2X4 PLUMBING WALL misimmimmism 2X6 PLUMBING WALL NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL DRIVEWAY MUST BE CONCRETE OR ASPHALT SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL SOUND. c>k.a nE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WTH THE BUILDING CODE OR ZONING ORDINANCE CT' APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: kM98 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. 0 U Z G7 R n ti w O U a �I our Z O0> w uw Q 0PD< N DATE 06.30.25 SCALE ISHEETTPLE LN COVERSHEET 8 SHEEF: CS.00 LOT INFORMATION FINISH PAD I 614.3 FINISH FLOOR 615.3 AREA COVERAGE I LOT AREA 2 PAD AREA 25J6 SF I SODAREA23J 52 VRD I (COVERAGE% 52% I 1 FLAT WORK AREA LEAD WALK WA92 SF CITY WALK 1.11 DRIVEWAY 360 SF I APPROACH 95 SF I IMPERVIOUS AREA OTAL 3325 SF FENCE LENGTH FRONTT 10'-U"WOOD REAR - ILEFT 25'-9"WOOD I RIGHT 26'-5" WOOD EST. DRIVEWAY SLOPE: 3.]% I /NORTH v � LEGEND PROP CURB INLET ma FIRE HYDRANT WOOD FENCE IRON FENCE -11^1/� - SKI MASONRY FENCE I AC COMPRESSOR I RETAINING WALL I EXPOSED BEAM PAD } WATER METER I xxxxxxxxllH SILT FENCE I I ® TRASH BIN I SUBDIVISION' FLORENCE_IRA AODRE55 2964 POSSE COURT CITY/FATE. GRAPEVINE TX NOTES: II DATE' ).12025 50.00 Inlet In �t In 613 o Conn. Screening Wall y 4 § TI612.5 10' P.D.E.& U.E. �n 5.0�46134$. PAD Porch 6129 40 -9 I PROPOSED TW O STORY - SINGLE FAMILY RESIDENCE O 4 4 4 O O n O o d d o O f Gproge INSTALL 5A ♦ TYPE T J W Q DRYWALLAT m 6142 prp GARAGE CEILINGS AND 613.] H a N N DXDER STAIRS BIL 7> O19 4K o Q W — — — — — 613,9 50.0 6134 K �� Z � Q• Q �a,4. e TO 6137 TC 6132 f SCALE: 1"= 20' 0 GRAHAM HART HOME BUILDER PO BOX 2167 GRAPEVINE.TXJW% GRAHAMHART.COM 36'-S 1!Y' CRY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WTH THE BUILDING CODE OR ZONING ORDINANCE FOUNDATION PLAN CRY APPROVED PLAN( TO B. PT ON THE JOB SLEE AT ALL T E . 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: I-nBS BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. n 65'-If' a j 11/2 24'-4' 0 II-- F�IF� III L -JL❑� U �_ II II W u O im .wre G 34'-B' 24'.4' lavtsS h E+ 117 r-1 5 b L -J 0 U 53.5" - 4'-S 1/7 I". Ind Z } ^ 59'-0 lit" .�. S U 65'tCr L O Z �2Oz H m W Y O > N O O �-: ° O . N DATE: 06.30.25 ICA E: SHEETTIILE FOUNDATIO N PLAN b SHEET: A1.00 FLOOR PLAN NOTES I. M DRYER TO UVENTED TO EXYSEKR PR WOE LOOP OR CRICIEFVENING WHERE CODE 2. ERIENGM DOEHOTPFRMLDE IMProR LOG1ro REICW NAOR FOR DUNDYENDNQ W nILALLs ENWE2N .R4O 1MSPFSNDGRADeP 16' 3, SIC AND DE YI6"O.CE( WANbEMLLIRTAb IS IITIEPF 4. NLANGIED WAEIE ARfSET AT 4S DfOREFS IDNOS 6 nuoswRaxsARFroeoucH FwwwaFxNrtEZR 6 iINTERIORVE%IERIORPUTFM.AREro—NOTEDOIR HNAMxI AND SECTaN sN@15 7 AIR PIATEATFIFSTFIOd WALIETOREPRFSURf TRTTO FRONiDOOM FIRST xA P: o P.1 HTW— FIRST K. CLO. M ISNOI 8. b•.0 W... 9-o•FpsT FL DLO. IT MO) 2oM1NOI 1BBlOs� •sRm., 9 Din HGi:N —."Cl FLW TNG sSELVE NAlI1R4 (2U 9. SSS�f.F lo. RIDE i9 QNAMYw xC STAgVIAT �RMDs MNxwIMvllE l'xm'IXG II N. NDREIALL RE iTPEEAW.MAFNEHW MIINO HEDIT OFo1DT AwVE N W Nc 12. NARERS—EWSW.IED FOR ALLIANDMus ALL RP116TER AND RAILSPACR SHALL RFSPACED EO 13. MATABDA. SFAR—NNOTPARETIPOUGR RP.AT A—DRNISAND Q ARDMR. �9 P�Uh�(OR LESI: I4. 2s 11—(. -HE.) wx 10'pLATF (OR HGHFSN 2EI/Tx6T pWLDOMN 13. CARAGEDOORSHALLRF MNMLMOF•e'RAlNGW SNF IODXG HWGE IA DARA(k5UET0 ROPF 3'TO GAMCFDOOR SWULRESEMMRD 6Y NOIES MAN 5CTIPF XO� SEPARATED WQMII'R PEOE.CY_DD ITS ATIa APMRY In'--D. THE WADS OF MMANE 17. NO OTM u [oenD1ACFNTTD CARAO6THAT ARE XP EAPHENATIaARMR CCEDIRE FROMTHF GRAGFISIALLREEfPNATED EROMIHEATRCARM EY IIT GYP. ROARD. DNDERSOE DFAUATTIC ACCES STARS TO RECENT Y9'M1PE X _ p1fS0MpO.cn 0 I PROVIDE SIGNED AND SEALED ENGINEERED CUT SHEETS FOR TRUSSES AT FRAME INSPECTION 5'-71/7 21'-10• 1 9'-10la l I K�O d.....,,, evl 26'-10 12" 19'-3" 5' 6 I M I fl LW I 23'-5' ® PVVDR %z INSTALL 518 TYPE-X ® Id -51Y DRYWALL AT GARAGE aV al .wo`wxE CEILINGS AND UNDER 2,a — DNE ti STAIRS GAME 't� l'-101/7 I'-10" = A ROOM 7 _ s'-a I/7 (-,AR ARAGE .' n 5. 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AND GIWDRALa . 9 PIAIISOR IB:1: 14. zlo �� rrrw.Dwm IOR IfGxB) zs lc x4GPuunavN 15' FCUSRrc r"iw�aFAuaEMxrmm�of rRAnxcwsFlr la RAcfsuerosLorEarowacED I B AH CR4 L 1'I1F. PROVIDE SIGNED AND SEALED ENGINEERED CUT SHEETS FOR TRUSSES AT FRAME INSPECTION 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 JOR SITE Al ALL TIMES. 09/17/2025 BY: ARNOLDO RANRREZ TSBPE: 13898 BUILDING INSPECTION DIVISION'. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY t 20'A 7/1" 1 1% - + IDd"C"n. 37 e1'2� 14�01/Y------". �li�' ALL CHANGES MUST BE APPROVED. _ r F 12'-O 1tl 7'"S Ill wr , x 6 71!' ■ O 2lSu� — — - _I sI PRIMAFY a v a PI Pa � CLOR m 41 H 3BA1 CLOSET Do BATF 4 BEDROOM4 I 0 O tx 6-01/2x T-61rgp A �I4 I,7 '6 12 3' 6' � 5'-6 2'.2 lit 1. f$P-=4'-�1' 12'-S I /T � ;;, 191'. lw. 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L-----------J 4' PROJECTED BRICK DETAIL m — — — — — — — — — — — \ 4" PROJECTED BRICK DETAIL 20-5 PLATE PROJECTED BRICK GABLE ENDS WINDOW BEYOND i4 o FIN FIRLNF _—• CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT W TH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AI ALL TIMES. 09/17/2025 BY: ARNOLDO RAMREZ TSBPE: 13B98 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTI ON I N EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. HIGHEST RIDGE37-6Il? 4" PROJECTED BRICK DETAIL SEE OTLI/A1.03.01 ��ROq❑NG AS SPEC. -1? - - � -_1� - �` 8:12- _14 V - -71 � a — 1 20'S" PLATE- PROJECTED BRICK SI GABLE ENS LH.B. PAINTED PANELS ?. 2ND FLR. LINE '—SPECFIED - , �`'r f �iIAABER BEAM��\ PLATE � nRICK Pa i,� ��� �-�--�— r 1 II SPECIFIEn11 II H.B. 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EPECIRpp lo-nre••PurP - --- , v�;��InTInIIIInrnIwIIIIIInnudnl�ITINIIIIIINnnNlnNlilmnrnllllj eamnee Serce �_��I Ilr II'NI� S FFo ,LFT FI FVATION 1 NN .. rwL CRA .111— CRY OF GRAPEVINE THIS PAGE RELEAS D FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITYAPPROVEDPLANSTOBEKEPTOKTHE— nns— L E . 09/17/2025 BY: ARNOLDO RAMIREZ TSSPE: WWII BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTI CN IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. a I z O U I rc a ��I III m III g G Q F— e, QQ Q Z 9� 4 II = G a �I I d u � ou z Q a w w m u w O O ° Gae D� Li DATE 06.30.25 SCALE: 1 /✓3„ = i,-0, SHEETTIRE: EM ERIOR ELEVATIONS b -SIDES SHEET: — A 1.03.2 pummmuu uupum uuwwui0uwuu uunuu nw uu uuuuuw -- EOCNIbSPEG —X AS5IE<. mar no. REAR ELEVATION J Q Z 0 9H 4 H E I i a Z 71 U Op-z W CRY OF GRAPEVINE w m w THISPAGE RELEASED FOR CONSTRUCTION O �ggqy RELEASE DOESNOTAUTHORIZEANYVVORKINCONFUCT Ey In N WITH THE BUILDING CODE OR ZONING ORDINANCE. CRY APPROVED PLANtO T O TH JOB 8 A DATE: ALL TIMES- 06.30.25 091 ICA E: BY: ARNOLOO RAMIREZ TSBPE: 1-3898 I /g„ _ 11-91 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN SHEETTRL9 EASEMENTS OR PUBUC RIGHT OF WAY EXTERIOR ELEVATION - REAR ALL CHANGES MUST BE APPROVED. L) SHEET: All A 1.03.3 SECTION NOTES a IIw Ee,�I1R1oR�oueKui T' {NNINc Koof.O'flcMwnw'Rvvoof 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'08 SITE AT ALL TIMES. 09/1712025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBUC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 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SPECXIGTKW fOP AVAEA6WIY BTIPF CffY APPROVED PLANS TOTBE K IMES. ON THE JOB SITE AT DATE' aLLSNORF DE1FCroR5aRE WIERCGNECRFDANO ALLLL TIMES. 06.30.25 MARDYJRPD PR CCOE 09117=25 SCALE: BY: ARNOLDO RAMIREZ TSSPE: IJ898 I JIT„ = T,_O, BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN SHEET TR E: EASEMENTS OR PUBUC RIGHT OF WAY. FIRST FLOOR ELECTRICAL PLAIN ALL ELECTRICAL TO COMPLY I O w/2023 NEC REQUIREMENTS IS ALL CHANGES MUST BE APPROVED. SHE' El.O2 ELECTRICAL NOTES IEUIx+N L LLU k ,, AL I.LC.-LN IJ y — — swncn 9' — — sNmcnlawerl swbcnlDiE�NtiRI — — — — g"' — — DUPtfe IIL1M1 b IIPLtsnSAMiHofl --- ��� m �� - DDP.Eelwvry DUFLEM 121AM # Ho0 — — — �°n_ _ DUPIEe Ie.f.Lc.l DUPIEIIIWP. O.FLC.7 — — — f�^I Q6•= — DUPIEX (CMNM HI —I) DW.I—� — — — �•r UPU:e(Lm CWNTER HEM:MI DUHEII IENEESMCEl Q�""— — DUPw IDEM WASXFPI DUPtFNIMCRONAVEI — — — dp^•�— — DunFs lb¢rosw uPFFe IYENrwoDl — — — �"•:"' ® — — bunEN lcEtNcl DUPuts IH.00el — — — — 14 bUPw rmwln---- W'" — — C... 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N T NT JO DATE ALL TIMES. 06.30.25 091171225 0 SCALE: BY: ARNOLDO RAMIREZ TSBPE: 13895 1 /8" = I''-D' BUILDI NG I NSPECTION DIVISION RELEASE DOES NOT APPLY TO CCNSTWCTI ON IN sHEEr m1E: EASEMENTS OR PUBLIC RIGHT OF WAY SECOND FLOOR ELECTRICAL PLAN ALL CHANGES MUST BE APPROVED. "': E 1.02 CRAP NE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE C PRO 4 O B N 0 ALL TINES. 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.9896 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. I ,u I � i I m ROOF PITCH (2PI A N 8:12 Front to Back- 1'-0 J" O.H. UNO ) 14:12 Left to Right- 1'-0 4" O.H. UNO TRANSITIONAL 6:12 Rear Roof- l'-0 J'O.H. 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D 0 1 �R11B21MW IU 11111e1Mml 161M xt0a.l PCs CIA mOm8i� ux LOAD CRITERIA 6A_1 � COMPOSITION ROOF: • %1 %2 , 20 LIVE 110 OEAD CFI ING: DC 9rick GrlMelrer' 10 LHEISDEAO !ww CEILING WI STORAGE- 20 LIVE 110 DEAD FLOOR _ 10 LIVE 110 DEAD LI080 LL- IpBG TL CRAP I\TOFGRAPS— v.mm NSTRUCTION TNICIL ANCE T III T snaasns RT. IPP'o—VLaN,V apy I1N THE oe9TEAT Ew✓1nw+Dlamisunox us 0911 7I2025 ..,•..m .s...w rps anarvs uspcuLaw As< BY: ARNOLDO RAEZ TSBPE: I —I a MIRuANGEL SAU BUILDING INSPECTION DIVISION'. /.�� aW D¢BI¢r RELEASE ODES NOT APPLY TO CONSTRUCTION IN "J.mmm.=x.a.cwa BIG DLUMRER EASEMENTS OR PUBLIC RIGHT OF WAY. Builder ALL CHANGES MUST BE APPROVED. •usixpcmxe a.. saranxwasu Plotted IN AI IS, 2025 Layout FLORENCE CE TRANSRIONAL TBPE F-17872 °"� Project ,yam �F itT7� 2--06- 428 ? NAIL PATTERN Ir �YJUAN,MGONZALEZ rcn MULTIR£ MEMBER LVL COVNE�Ci y1 pETNL FOR VER L IDAO L0N0 NS h N 1228 8 BBnlnoz6 � � WI�� n Rdp.,P.prl6ewmwmminnrpcl rsLW.wm,mPmol+r„iw,. -^=wamm.••®^'^• zl zRmrem l6ewmmmwronz°Pcl,> Lw�»;In,awmalr, ,6 �r Fo aP Lw .mlrA nm.e wm om11-lN.nmimmv w.w�mmnm.a.,rr •"" 'vvifwnmi wean uR. wme., LeLcm..mm wuu wr i_I I WAR —NE CITY OF GRAPEVINE .W PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFUCT W TH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TNES. 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: 13898 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCT ON IN EASEMENTS OR PUBLIC RIGHT OF WAY. 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 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY/COUNTY OF GRAPEVINE,TE%AS 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 COMPUAlCE OF THESE NONCONVENTIONAL ELEMENTS MATH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE VATH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS" IA ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPUAICEWTH THE I.R.C. A U 0 Nl G O NE $ z (rro c O y r- m 0 F Y � OAOD W Q U v z = 3 o O� m LLIO�d I` UJ Xa 0 co @ zoo z 0 Of Fz Q �0x 10F' FLU 3W? Qz(n,0 ) >O Q w ~ O a, -J g o L N u z I a ALL CHANGES MUST BE APPROVED. TX FIRM REGISTRATION# F-6417 JOB NUMBER 25-198440 1' SHEET NOTES: 1. ATTACH BTERIOR POST (IF PRESENT) TO 1� FOUNDATION BELOWAND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL-3 2. INSTALL PER TYPICAL SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET OTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL.2. CITY THIS PAGE RELEASED FOR CONSTRUCTION OF GRAPEVINE 4. FOR LATERAL BRACING DETAILS 8DESCRIPTIONS. Li SEE SHEETS DTLA. OTL-2&DTL-3. RELEASE DOES NOTAUTHORIZEANY WORK IN CONFLICT ? .L INSTALLTIE-DOVMIS AT WITH THEBUILDINGCODE OR ZONING ORDINANCE. C 7� INDICATED LOCATIONS CRY APPROV® PLAMS TO BE KEPT ON THEJOS SITE AT Z ALL TIMES. � HOLD DOWN NOT NECESSARY AT o9mn025 w Q E THIS LOCATION IF HEADER IS °' A A O N 8 II�I 1��...---...111 11..---.��.I BY: AR DING I RAE TI ON SBPE: 13898 CONTINUOUS OVER SUPPORT d� r I I Z er o- c BUILDING T SPECTI ON ONSTR t` '0 p _ I RELEASE DOES NOT APPLY TO CONSTRUCTION IN Y X 2EE 2HEEI NOTE 1 EASEMENTS OR PUBLIC RIGHT OF WAY. Z �_L ILL ALL CHANGES MUST BE APPROVED. > CC x" I - l� O0 w O I� 0, II I X Y� 0 INSTALL 5/8 TYPE-X Im � 0 I DRYWALL AT GARAGE 0 "t LL c I I CEILINGS AND UNDER Z I I STAIRS I I I I I I I z BEE 2HEEI NOIE J ~ ZO\L �X I _ =P�vOULU I �wLU9 I o =wLUmOLU Q 0 00 °o°LD II i ii g u BEE 2HEE1 NOlE J ��P�EOFTfx9'p x o IGOR I. TEPLITSKIY /.............................../ 94973 "J '111 � S31ONALE�� � .. LB/la 1st FLOOR LATERAL BRACING PLAN TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198440 SHEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL-3 2. INSTALL FLOOR -TO -FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET OTL-2. 4. FOR LATERAL BRACING DETALS&DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. -L7 I 1-7 in GI;11� lei i CRY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WTH THE BUILDING CODE OR ZONING ORDINANCE CRY APPROVED PLANS TO HE KEPT ON TNEUOR SITE AT ALL TIMES. OW17/2025 A BY: ARNOLDO RAMIREZ TSSPE: 1.3898 BUILDING INSPECT ON DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN _ - EASEMENTS OR PUBUC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. IN Lzu-1L-- +f- Ii o �o D 2nd FLOOR LATERAL BRACING PLAN -1/-------9497------------ ,1���F m S/CENS6�G����� LB/lb TX FIRM REGISTRATION* F-6417 JOB NUMBER 25-198440 1 BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS PROVIDE SIGNED AND SEALED ENGINEERED CUT SHEETS FOR TRUSSES AT FRAME INSPECTION (2)8' 2x12's (3)8'2A2" WITH 12. OSB CONT. MATH 12' OSB CONT. FILLER FILLER s�ww.r — IVERIFY //�f / VERIFY 7 17— I DROPPED / 1 DROPPED / II I SHOWER VWII / SHOWERWI FLOORR= IBY / II / /� --BUILDER/ I BUILDER f/s y/ _/ cT/I/ ✓J % EI eel �/ /• / J �jl II SYST� THERS FLO / YSTEM BYHERS I I6�- �y NIT I / DROPPED EL R I 6' _ / —/ BLDER OWER I _ — (3)1 4.42 2.OE troll LVL j�/ �� /^ No / ///.i / I"° i/� / / �/ °ABOVE fL00R SYSTEM B� // FLOOR SYSTEM BY OTHERS I V PI �- OTHERS / ,�I{ IF Aol "I I:— VNI rr OPENTOLL )OPEN TO A§j 6 L .(26' ri2'a� / /' FUR OWN j,R� Al VE z I ABOVE _ z--2jL DVE__ IJ WITH 12' OSB CONT, (2)10' 20Vs (3)10' 2xl2's FILLER WITH 1/2'OSS CONT, WTH12"OSBCONT. FILLER FILLER DESIGNATED STORAGE AREA WHERE CEIUNG JOISTS ARE S"ED TO ACCOMMODATE 1020psf ATTIC STORAGE LOAD. PER I.R.C. TABLE R802A(2). BUILDER TOAD VISE HOMEOWNER COULD RESULT IN EXCSOUTSIDEOF 1ST FLOOR CEILING JOIST FRAMING PLAN HATCHED AREA FOR STORAGE COULD REBULT IN EXCESS DEFLECTION AND ALL CEILING JOISTS SHALL BE A2 CAUSE CRACKS IN JOISTS and/or CEIUNG COVERINGS. S. Y.P. 2A SO 24' O.C.(UA.O.) I. JOISTAND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS DT0 A 071-6 FOR PREAPPROVED HANGER SIZES. 2. MULTIPIE-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). U 3. DECKING FOR UNINHABITABLE ATTICS WITH UMITEDSTORAGE SHALL BE MINIMUM 7/16' ? PLYWOOD or OSB, WITH A SPAN RATINOTHAT N MEETS or EXCEEDS THE CEUNG JOIST SPACING. Z 4, MULTIPLE -PLY BEAMS, WHERE SPECIFIED, W E SHALL HAVE EACH PLY NAILED TOGETHER WITH 2 ROWS OF 16d SHORTS x0.131 GUN NAILS ® 12' Q O O 8 O.C. (3 ROWS OF NAILS REQUIRED FOR BEAMS 4 Z Of co C EXCEEDING 12' MIN DEPTH), 0 U) X w a 5. REFER TO 20211.R.C. TABLE R5023.1(2) FOR Q U ~ O 'WO FLOOR JOISTS SPANS WHERE APPLICAELE. C, = _ 01 6. REFER TO 2D21 I.R.C. TABLES RB02.4(1) AND Z 7 W D: R802.4(2) FOR CEILING JOISTS SPAN CHARTS OU. J O n 0) MAXIMUM CLEAR SPAN FOR CEILING JOIST.W./GYPSUM CLGA0 LBS LIVE 5 LBS DEAD (NO ATTIC STORAGE)ll� Lu _ 12" O.C. , 16" O.C, 24" O.C. 1-- V D: � O O 2.4 11'-10" 2.4 10'-9' 2x4 9'-3" O "t LL C Z 2x6 10'- 2.6 16'-11' 2.6 13'-11" I 2x8 2a'-7^ 2.0 2r-7• 2.8 17'.7^ 2xiG 26'-0' 200 25'-7• 200 20'-11" Ad TP. MAXIMUM CLEAR SPAN FOR CEILING JOIST.W./ GYPSUM CLG20 LBSLNE. 10LBS DEAD (ATTIC STORAGE) J 12'O.C. 16"O.C, 24"O.C. Q 2.49'3' 2x6 13'-11" 2,1 .1' 2.6 12'-0' 2x46'-7" 2x6 Z 0 2.8 17.7` 2.0 15'-3' 2,8 12'8` F ~ �% 2x10 20'-11" 200 18'-1' 200 74'9" Z Z iF1 TP. Q Y F =LaLU oLUz Gli D > DO=1ZycC)pa LU a � '> 0 O LL CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION N RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT qZ WITH THE BUILDING CODE OR ZONING ORDINANCE APPROVED a CRY PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 09117 /2025 BY: ARNOLDO RAMIREZ TSBPE: IJ898 BUILDING INSPECTION DIVISION Y� RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. �.�rcOFTF���11 o x I TEPLITSKIY / / IGO.R..:. / ................. ..../ /i.....: 4: 94973 FR/1a TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198440 BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOTAUTHORIZEANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CRY APPROVED PLANS TO RE KEPT OX THE JOB SITE AT ALL TINES. 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: 13898 BUILDING INSPECTION DIVISION', RELEASE DOES NOT APPLY TO CCNSTRUCTICN IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. SO DESIGNATED STORAGE AREA WHERE CEILING JOISTS ARE SIZED TO ACCOMMODATE W20p lATTIC STORAGE LOAD, PER I.R.C. TABLEllW2.4(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. PROVIDE SIGNED AND SEALED ENGINEERED CUT SHEETS FOR TRUSSES AT FRAME INSPECTION M�T- 14 — 14r e I— RS (3)10'2xl2'e WTH 12" OSB CONT. FILLER I 1. JOIST AND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS OTL3 & 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 ? UNIITEDSTORAGE SHALL BE MINIMUM 7116" PLYWOOD or OSB,WITH ASPAN RATING7HAT C MEETS or EXCEEDS THE CEILING JOIST SPACING. Z 0 4. MULTIPLE -PLY BEAMS, WHERE SPECIFIED, EE SHALL HAVE EACH PLY NAILED TOGETHER WITH ROWS �F W Q V O 0 8 2 OF 164 SHORTS 4.131 GUN NAILS ®12" O.C. (3 ROWS OF NAILS REQUIRED FOR BEAMS A Z X co C EXCEEDING 12"MIN DEPTH). 0 1n H- 10 O F YFco W S. REFER TO 2021 I.R.C. TABLE R502.3.1(2) FOR FLOOR JOISTS SPANS WHEREAPPLICABLE Q U O 'O Z = 3 6 LU ,Tpt 6. REFER TO 20211R.C. TABLES R802.4(1) AND O 0 J O R802.4(2) FOR CEILING JOISTS SPAN CHARTS. MAXI MUM ULEAR SHFW FOR CEUNG JOIST-WJ GYVSi1M LU �' O U CL3.10 LBS LIVE 5 LBS DEAD (NO ATTIC STORAGE) 12"O.C. 16"O.C. 24'0.C. 1-- V I 0 0 No 2x4 ll'-10` 2x4 10'-9" 2.4 9'-3` 2.6 10'-8" 20 1VA 1' 2.6 13-11" Z UL C Zo S 20 24.7' 2.8 21'7" 2x9 177" `zF 2.10 26'-0" 2.10 25'-7" 2x10 20''.11' �S 62 YP. MAXIMUM CLEAR SPAN FOR CEUNG J015T-Wl GYPSUM CLG20 L13S LIVE. 1 OURS DEAD!ATTIC STORAGE? J 12"O.C. 16"O.C. 24'O,C. Q 2.4 9'.3" 2.4 8'.0" 2x4 6'-7" 2x6 13.11' 2x6 12'-0" 2x6 9'-10" Z 0 2x8 17'•7" 2x8 15'3` 2x8 12'-8` 200 20'.11' 2x10 iB'-1" 2x10 14'-9" E ~ O% LYP. a r,�Zx�, OY�F. 2 FH=0 cLLi W Q 0 W Z = w W m O a Qoc~Y O 0 O 0 o lL C4 Z g o. 2ND FLOOR CEILING JOIST FRAMING PLAN PLLCEWNGJOISTS SHALL BEIV TX FIRM REGISTRATION#: F-6417 S.Y.P.2x6'e Q 24" O.C. (U.N.O.) FRl1b JOB NUMBER 25-198440 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. CR.A CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZEANY WORK IN CONFLICT W TH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE K EPT ON THE JOB SITE AT ALL TIMES, 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: 0890 BUILD NG INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ROOF RAFTER FRAMING PLAN ALL RAFTERS SHALL BE #2 S.Y.P.2x6's @ 24"O.C. (U.N.O.) ALL HIPS, RIDGES 8 VALLEYS SHALL BE 42 S.Y.P.2x8's (U.N.O.) IF SLATE ROOFING MATERIAL IS USED RAFTERS SHALL BE 02 S.Y.P. 2a'.024" O.C. (U,N.O.) 1. RIDGE,HIP, VALLEY, AND PURLIN LOADSSHALLBE 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 CHARTR EOUI REMENTS (U STED IN NOTE #4) WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WITH A PURUN. SEE SHEET DTL-4 FOR DETAILS. z 3, THE ROOF SUPPORT FRAMING IS DESIGNED TO ul SUPPORT AN ASPHALT or COMPOSITION SHINGLE z 2 ROOF. VARIATIONS FROM THIS TYPE OF ROOF COVERING SYSTEM MUST BE BROUGHT TO THE ATTENTION OF THE FRAMING ENGINEER FOR W V E RE -DESIGN, c O N 4. REFER T02021 I.R.C. TABLES R802.5.1(1) AND rp p CHARTS, FOR COMPOSITION ROOFING MATERIAL. Q U 5. REFER T020211ROOTABLES RAFTS RS025. MRNTD ft�251(5) FOR ROOF RAFTER SPAN CHART$ FOR O'm N � � 47 -1 SLATE ROOFING MATERIAL O n LL 6. ANYCHANGESINTHE FIELDREGARDING W 4O C ... - ROOFING MATERIALMUSTBE EROUGHTTO 0 Y NOMRTEXM''sA�TCTLEENpTTIIOgN FFryORpRpEgDEEFSIIGGNN.. � ry0 O O NO GYPSUMCEILING-STANDADROOFK6ING z V W C 711I SIw 101 RR 12"O.C, 16"0,C, 24"O.C. 2x6 14'•9" 2x6 14'•1"�2112 2x6 11'-0" 2x6 19'•6" 2x8 18'-6"2x8 131•11' 2x70 23'-5" 2x10 23'-2"Zx10 16'-6" 2x12 26'-0" 202 26'-0" 19'.6" 02 YP. J a z W/GYPSUM CEILING 0 STANDARD ROOF COVERING S LIVE O .'2 12"0C. 24 "O9C'. 16"O,C'- 26 13.6" 2.6 11''.8" 26'8" m X 2x8 17'•1" 2.0 14.9" 2812'•1" F- aOYO0'•3 2x10 " 200 17-6" 2x 10144' F- 23`•10 202 20'B" 22x12 x12161.10 LU a O W Z 2 YP. U in In = LL. 0. awo�YI Q O o 0 0 N z I a =P.�rGOF•TF�,��11 U m � IGOR I TEPLITSKIY / Ala. 94973 f S a rU—n— FR/2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198440 0 TOP PLATE _ _ TOP PLATE I _ I FEFERTO LATERAL BRACING PUN FOR _ ELEVATION - - ELEVATION - EXTENT OF SHEATHING REOMREO TOPPUTE ELEVATION -7116'Pll LYWOODR'd IMF PLYWOOD or OSB SHEATH WALL AREAS ABOVE, 7 COMMOIN AJLSAT / / SHEATHINGW[THBd BELOW, AND ADJACENT COMTNN NAILSAT4"O:C.2-SIMPSON HTT4w15.B" ( AT PANEL EDGES -AND AT ' COMWNAILSNE 0.T OPENWITH m'XI DIAANCHORBCLT, 1T O.C. INFIELD 4'OG.ATPANEL INSTALLED HORIZONTAL TYPICAL INSTALLEDWISIMPSON Vv1NDOWm % IMNOOWm EDGESAND AT I2" INSTALLED AT ALL HORIZONTAL 1AINC AN / f iR"OIA ANCHOR SET EPDXY, 7'EMBEDMENT, DOOR OPENING f 12' DIA ANCHOR ROD; DRILL / OOOROPENING / O.C. IN FIELD PANEL JOINTS, AND VERTICAL OPENING / / TYPICAL '/ ROD; DRILL AND lALTERNATNELY, INSTALL WHEN PRESENT) AND INSTALL.) SIMxSON "IMPSONH7T4w15Sf' (WHEN PRESENT) PANEL JOINTS SHALL OCCUR OVER (WHEN / DOOR INST' SIMPSON 2-SIMPSON 5TH0f0 SET EPDXY, 7"EMBEDMENT DIA ANCHOR BOLT, / / / STUDS. USE Bd CONTM1JN NAILS / PRESENT) / / OPENING �\ SEf EPDXY, 7" AlD (2)1 N SBOLTS ) (ALTERNATIVELY, INSTALL INSTALLED WYSIMPSON �4"O.C. PANEL EDGES AND / (WHEN / EMTEDMENT (/' EMBED) BEFORE / LT 10 J BOL7 BEFORE -/ %'� (ALTERNATIVELY, SET EPDXY, 7" EMBEDMENT. @12" O.C. IN THE FIELD. CONCRETE POUR] CONCRETEPOUR) (ALTERNATIVELY, INSTALL / INSTALL Iff"CONCRETE A D P)l N STHO10 / / \ BEFORE CONCRETE AND jd)1R)BEFORE1 / POUR) 0 CREPE POUR) NOTE: .. "41C .. 1;•.: ") THE ELEVATION SHOWN IS FOR rI, ILLUSTRATIVE PURPOSES ONLY AND -Y 4]+',\ }. •• '� �•` DIFFER FROMACTWLCONOTROHE 1 DETAIL N I r •• `irl DIAANCHORROD DRILLANOINSTALLMSIMPSON DETAIL D NOTE: SET EPDXY, PEMBEDNENTALTERNATNELY. INSTALL CONTINUOUSLY SHEATHED WALL WALL STIFFENER PANEL SEEP ANFORHGLDDgWNPUCEMENT 17AOLTBEFORECONCRETEPOUR) w/ (2) HOLD DOWNS SCALE N T6 SCALE, N.T.S DETAIL B WALL STIFFENER PANEL REFETO IATEWIL BAgNG PUN FOR wl HOLD DOWN IN CORNER 4.0"MNIMUM R = EXTENT OF 9HUTHING REQUIRED SCALE: NT.B TOP PUTS � WALL CORNERof PANEL EDGE 4'LO"MNIMUM ELEVATION ---•L� T� CLOSESFTO CORNER TOPPUTE I - - 7118" PLYWOOD OR OSB r \ ] ELEVATION TOP PLATE_ ELEVATION SHEATHING COMMON AILSA \ VAIV7115' PLYIW000 DGES OR OSB AND4'0 A 12" O.G L FIELD \\ / SHEATHINGWTTHBd AND AT I2"O.CINFlELO.� COMMON NAILS AT PROVIDE 2X BLOCKING fla' DIAANCHOR ROD; DRILLAND 4"O.C. ATPANEL EDGES \ ATALL HORIZONTAL INSTALLWISINPSON SET EPDXY, AND AT I2'O.C.INFlELD,� PANEL JOINTS. 7RTAWDMENT[ALTERNATIVELY, ALL EDGES SALLBE \ INSTALL UT' DIA. J-BOLT / TYPICAL '\ / j BACKED INCLUDING \ "\ AND ANCHOR SROD; DRILL On (!"EMBEDMENT) BEFORE / HALLWAYGR / HORIZONTAL JOINTS R CONCRETE POUR]. ALL ROOM �' TYPICAL �' A11.1000RIN11DE2X -SET EPDXY, 7"EMBEDMENT / INSTALL SINPSIX412"xS ABOVE S-0", PROYIOE2X (ALTERNATIVELY, INSTALL A/ / PRESE(APB4T) OPEN NO (T ) BLOCKING \ 1R"J-BOLT BEFORE j \ SINPSON14w/5,F' LO. IITEN HD HD50600H \\\ 1x4 NGTCHED INTO / (WHEN Q4'-0"O.C. PER MEWS HORIZONTAL PANEL CONCRETE POUR) STUDS NOTCHMUSI / �DIAANCHOR ROD, PRESENT) JOINTS, INSTALLED W.SIMPSON INSIRUCT10N8 OR BEARON )AGONALa� SET EPDXY,(P ENEEOMENT). BE REINFORCED WITH (ALTERNATIVELY, INSTALL lx4 NOTCHED INTO / NETALSTHAP. / y �. J SIMPSON STHDIO SNDS.NOTCHM T BEFORE CONCRETE POUR] BEAR ON DIAGONALa / BEREINFORCED WITH \ - 450EGREES(h11N.) -• - - ' •, 1 .. •? ( 4�• :� 3,000 PSI CONCRETE METAL BTAAP. r �• _. .. •� TO I ' .• :...' I IITI }• - •' 60 DEGREES IMAX.) NOTE I SEE PUN FOR HOLD C. PUCEMENT I I SHEATH WALL AREAS AOOO PSI CONCRETE 45 DEGR O S (MN. DETAIL G ABOVE, BELOW,AND 60 DEGREES(MAX.) ADJACENT TO OPENINGS DETAIL A PERFORATED SHEARWALL CORNER DETAIL WITH 12^ GYPSUM DETAIL I SHEATHINGONBOTH PERFORATED SHEARWALL DETAIL SCALE: NTS INTERIOR SHEATHING DETAIL SIDES. 2. BLOCKING SHALL BE INSTALLEDATALL SO4LE. N T S NOTE SCALE: N.TS HORIZONTAL PANEL JOINTS REDTHERMO RYISANALLOWABLE c3.: ••• 'O,, SUBSTITLITIONFOROMPLYWOOD / AND VERTICAL PANEL JOINTS SHALL OCCUR OVER SHEATHING SEE GFG.I FORADDITIONAL / • • ! STUDS. USE 12" GALVINFOR.NTION. / NOTE ............ .......7..../ THE ELEVATION SHOWN IS F00. ROOFING AIL OR STAPLE x / �• / SM LoeG;oRlss^ IGOR I. TEPUTSKIY / ILLUSTRATIVE PURPOSES ONLYAND IMv /.... :.........................../ DIFFER FROMACTWN. CONDITIONS CREWSTYPE E AND FIELD, SHEATH CONTINUOUSLY AROUND CURVED WALL BELOW, AND BETWEEN OPENINGS) WITH ENERGY SPACE SAW /�� 94973 O.0 FOR EOOE AND FIELD. I 4_ •- M NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES STRUCTURAL WALL SHEATHING (RED LABEL) OR EQUAL. PROVIDE SLOCKINGAT ALL HORIZONTAL EDGES, AND VERTICAL EOLES SHALL OCCUR OVER STUDS. USE C. 11 GAUGE 1114' GALVANIZED STEEL ROOFING AILS OR 7116' CROWN X 1 114' LEG N0. 16 GAUGE GALVANIZED STEEL STARMA STAPLES EDGES AND OC. IN FIELD PANEL EDGES Y BE BUTTED OR LAPPED 3N' MINIMUM. LATERAL BRACING DETAILS 7/8 TX FIRM REGISTRATION#: F-6417 U Z FN Z 0 0" 8 Z x I C a 1,H-o 0 2 2 rn 7 j w � f O 0 J O n r XU. Lu O K O O V LL C Z J a Z O Q Z LI S l<0OUw m w ~ O to - = W W GOO w Q K O ~ Y ItOOO� o LL N ii Z g O N DTL11 JOB NUMBER 25-198440 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 8AGIC WINO SPEED OF115 MPHPER INTERNATIONAL RESIDENTIAL CODEAD21 EORION 13 PER IND FWJ2 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$HALL BE SPF STUD GRADE OR EQUIVALENT. 2.2 SILL PLATES SHALL BE PRESSURE TREATED k B.Y.P. 2.3 RAFTERS AND JOISTS SHUL BE 02 S.Y.P. WITH A NO DULLS OF ELASTICITY, El AMADO PN UNLESS NOTED 0THERNISE. 2A HEADERS AND SEAMS, WHEN SPECIFIED; BHALL HAVE A MINIMUM MODULUS OF ELASTICITY, E-1,1100,0DO PL AND TABULATED BENDING STRESS, Fb-24OD 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 PUN SHALL BE 7AB" THICK PLYWOOD GROSS, PANELS SHALL BE SECURED TO FRAMING WITH 110 LONG, i6 GAUGE STAPLES OR Sd COMMONS SPACED AT 3" O.C. AROUND THE EDGE ANDW O.C.IN THE FIELD, 3.3 AN HORIZONTAL BLOCKING MEMBER SHALL BE INSTALLE OAT ALL NO 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 SUB FORHOLDOWNG ORANCHOR BOLTS, CARE SHOULD BETAKEN 70 AVOID DAMAGE OF PO ST-TENSIONED CABLES. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT W TH THE BUILDING CODE OR ZONING ORDINANCE. CRY APPROVED PLANB`TO &1, .PT ON THE JOB SrTE AT 09117/2025 BY: ARNOLDO RAMIREZ TSBPE: I-W98 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. TOP PLATE ELEVATION EXTEND HEADER ACROSS ALL OF THE JACK STUDS 7N6"PLYWO0DOROSS W'8d COMMON PRDdIDESOUDZX 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 FORWOODIM4 G 7MS"or OSB / _ i6' MN. FORS' HEIGHT WALL ALTERN4TEWHE. MIN. Vj / 4 2V MN. FOR 10' HEIGHT WIDTHS DAN NOT BE ACHIEVED z �• L HEADER- I 2-SINPSONSTH010 (INSTALL N p STRAPSACRCSS BEFORE CONCRETE POUR) )y 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 BZE (lYP' I, Z w C OF MO -HEIGHT. PROVIDE 2X BLOCKING s IN9TALLwI31MPSON SET C w/ 16d SINKERS 7O.C. ON EACH VA4 LACK STUDS O EPDXY, 7" EMBEDMENT F U N SIDE OF SEAM EACH END (TYR) a Q — Bd COMMON/ NAILS ®3" _ O.C,E.W. THIS AREA 2-SIMPSON H774 W/S9" DIA PP% 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. EATELCORNERm 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-SITVPSON MST27 / EACHENO HEADERM1142ROVVS �^ r 1-1 O i STRAPS or EQUAL OF 16d SINKERS@3-OA.--��--- 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) - - EO Y_. SINPSON INSTALLATION 0 o REQUIREMENTS Z UL C INS EARL CONE � ��ALTERNATIVEATTACHEMENT IN SHEAR C ONE PER 8 MRSON INSTALLATION ,✓,' TO FOUNDATION REQUIREMENTS c la, DIAANCHOR BOLT; DRILL AND INSTALL SET EPDXY?" EMBEDMENT [A •' E NALTERNATERNATIVELV, INSTALL 12' DU. J-BOLT (7" EMBEDMENT) BEFORE CONCRETE POUR] J Q Z 12"MIN NOTE: I2PANCHOR BOLT IS NOT INSIDE FACE OF WALL o REQUIRED WHEN 2-SIMPSON HTT4'S *HOAL PROJECTION ARE USED. F to F BRACED WALL PANEL BETWEEN GARAGE DOORS _ a < o Y o HX- "WHEN HEADER NOT CONTINUOUS = ' ¢ o CJ L ULn DO�9 DETAIL J a W LJJ r- p a BUILT-UP PORTAL FRAME a o o o Y SCALE: NT.S Ur LL N UNLESS NOTED OTHERWISE, FLOOR -TO -FLOOR SHEAR WALL PANEL u Z STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY g A1P"PLYPp00m -�A— 0- OBBNIEIR PANB.� �I� OODmOeB WIEEAN MHL PM£L IBr RDOR PLwroOOm � OBB 9NPNi P1LLL PANEL R"HENPREBFMI 4 `Iwo lBrnooRcruo KREowRFOHHEuerw A neovcauiennnnuiniooE�o s BiRN DETNL FLOOR f- XfIAwRLL �, OBBB�AFIOOR g n u� —P Yi ^ �TU FILIXt iRFNIxO u �� i - Pw JdBTmBIOCRINO � 5 !\\ `I�fLOOR oNLUL SECTION A -A TYPICAL FLOOR -TO -FLOOR SHEARWALL PANEL STRAP DETAIL SCALE'. N.T.S PULYNNL erRAPBTO TLPLW�RPop AIBtm �OGt f pB WBPWOR FIFYATION IBrLao •� PL FIEYA110X FLOOR BRUOIBT 1ooALTERNATIVE STAGGERED I STUD STRAP DETAIL 7/8 I. TEPLITSKIY 94973 </�ENSE.: aVi S/ONAI...Ito DTL 12 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198440 / - PERMETERNVUNG: 1111111101 MILS 7116' AT 6"O.C. PLYWOOD O68 / INTERIORStPPORT WILWO: - 1Od COMMON WULSATI20.C. Yr j� Y► -A, i .- CHIMNEY FRAMING ELEVATION TYPICAL CHIMNEY WIND BRACING DETAIL SCALE: NT.S y'�P�E'OF TF��sIr+ IGOR I TEPLITSKIY , 94973 rQ Fss�o ENv� 7./$ 2y�\\11 2x4 CONNECTED WITH 101 CONMDN NVLATIT O.C. 2A BLOCK TYPICILATCORNER6 AT"' O.C. EACH SO P)20 EACH CORDER 2A8' PERIMETER' NDa OBB MOUND PEH.S ATE'; NPILWI AN L COMMON NAHO.C.ATINTERI RS PMELEDGEBANDI2 O.C. AT INTERIORSUPPORT8 SECTION Y-Y CHIMNEY FRAMING PLAN SCAIE:N.T.9 3SIEPSON SD91MA.5 WOOD SCREW$ INTO EACH SIDE OF CHIMNEYFMME AT RAFTERMD CEILING PENE7MTIONS.1 I I SECTION X-X CHIMNEY FRAMING PLAN SCALE: NT:S "L'INTERSECTION POST HUCaTF CAP SEE SCIEDIAE NIDEPTH OFJOIST)� CAPSE SCHEDULE CAP SEE SCFEDULE POST COLUMN POST COLUMN SEE SHEET NOTE I POST BASE SEE 9CHECULE POST BASE / SEESCHEDULE \\\ / 56'ANCHORROD INSTALLED IYITH SIMPSON SET EPDXY _i:l� (4' EMBEDMENT) TYPICAL EXTERIOR POST ATTACHMENT DETAIL SCALE: NT.S BEEPIANFOR 11, HEADERSQE ARCHITECTURll. FASCIA 12"DI0 THRY. — ®24.C,IYP OPENNG BELOW STEEL UNTEL-SEE SCHEDULE TYPICAL LEDGER ANGLE SUPPORT DETAIL SCALE: NT.S EXTEND SHEATHING 2 STUD SPACES (O.C.EiA' SIMPSON LSTA30 a EQUAL f22-1A NAILS HIGH TOP PLATE 7-7y ELEVATION ATE � —.— /// 12" DIAANCHOR ROD (T' EMBEDNENT) ® 61.p' WASHERAND O.C. MWWMALONGEXTEMOR WALL LINE, NUTREOD — 1NNHIN iT OFYWLL CORNERS, AND W4THIN 4"10 17 OF SILL RATE BUTT JOINTS DRILLAND PRESSURE TREATED N SILL INSTALLM SIMPSON SET EPDXY (ALTERNATIVELY, PLATE (42 SY.P. a EQUAL) INSTALL J-pJ4T5 BEFORE CASING THE SLAB) TOP OF CONCRETE ELEVATION • I SEESFEETNOTE2 O ANCHOR BOLTS STUD BEYOND SINPSON MAS M)OSILL ANCHORS ® 5'-D' O.C. NMIVUMALONG EXTERIOR WALL LINE, Y4THIN 17 OF WALL CORNERS, AND WTHIN 4' TO 12" ILL PRESSURE TREATED 2. SILL —" OF SILL PLATE BUTT,OINTS QNSTALLBEFORE PLATE (42 S.Y.P. I, EQUAL) CASTING THE SLAB) TOPOFCONCRETE ELEVATION L.. O2 MIDSILLANCHORS TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL (USE METHOD 10 or 20 ) SCALE:N.T.S POST COLUMN CONNECTION SCHEDULE (SIMON) ) POST CAPS POSTSQE INTERSECTION 'T"INTERSEC110N POSTEASE PO9TSRE 4x4 LCE4(EACH SIDE) ANIEACH SIDE) ABU44 0)2.6 6x6 LCE4(EACH BIDE) AC8(EACH $IDE) ABUW (4)2x8'e I 8xB BB B8 AB(6B ((6)2x88 I t:10 LCE4(FACH SIDE RXCE4(EACH SIDE) CB1010 (6)2x10e I 12x 12 LCE4(EACH SIDE) RXCE4(EACH SIDE) CB7212 (8)&2, NOTES: 1. USE SIMPSON2AIAX FNISHa LISP EQUIVALENT FOR POST COMECTORSWIIH PMMANENTEXTERIORDMSUW. 2. USE PRE SSURETREATEDWMBERWHENWOODIS PERMANENTLY EXPOSED TO THE ENVIRONMENT, GENERAL FRAMING DETAILS / /� OBL2x SOLID / - / BLOCKING 7116' PLYINOOD OR OSBSHEATHINGW COMMON NAILS@S� OC ®PANEL EDGES AND ®12"O.C. IN FIELD _ R)17Y DIA ANCHOR BOLTS, 1 INSTALLED AISIMxSON SET EPDXY (r MN EMBEDMENT) TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE: NT.S PRE -APPROVED STRUCTURAL CONNECTORS CROSS REFERENCE TABLE SIMPSON UOPSTRUCTURAL SIMPSON TIERCTlX:07URAL0.9 STRONG-TIEl6 CONNECTORS STRONG- COPST A34 MP34 LTS12 LTS12 MU44 PAU4 LTP4 AP4F ABUSE PA U66 WSm JL628 AN PBW LUS282 JU92B2 I AC6 PB96B LU9283 JU6283 I CST 8 RSiW LUM JLB28 I H3 R73 LLW62 JU628.2 I H4 R13 LUS283 JU82S3 I MA10 HOA10 WSZO JL6210 I M LIS410 THDHO LUS2102 JUM02 I HMS5M 0 THD0f0 LUS2103 JUS2103 I Hrn6 HTT16 MAS FA3 I HTT22 HT722 MBTT 'sun I HU2 " HI2103 SPHN 9PTH4 I HLQ12.3 HU2123 SPHI SP THIS 1 HU46 M48 w SUHN10 I LSTAZ4 1 LSTA30 LSTA24 LSTA30 U414 SIJM14 BUILT UP POSTS TREATED SILL NV000 SPEIG[S W OF BOLTS PLATESIZE 2x4x41 SYP iR i 2<6 x ' SYP'. i 2x8 x9" SYP in 2 2x10 x 9" SYP iQ 2 2x12 x12' SYPOe 3 TX FIRM REGISTRATION#., F-6417 U Z z O ca G O N $ Z Q g O ') 0 F Y�Q`°o W Q U v Z = 3 s X m 0 Uj 63 iC W o k' x Aa O `c_ Z a z O X Q g 01 Ju W z Qz�ODW LU 7 rIL Q Oct Of Ir J cq L N Z I DTL13 JOB NUMBER 25-198440 ,I 10 4.103 COMMON NAILS ROOF RIDGE BEAM or ROSE PLATE 4.10d COMMON NAILS — ROOFRAFTER ` 2r4 COLLAR TIES'S Q 48' O.C. (LOCATE IN UPPER I OF ROOF RAFTER) COLLAR TIE CONNECTION DETAIL SCALE: N.TS NAJLHORRONTALLEG OFSTRONGBACM NAILVERTICAL LEG OF TO EACH CEILING JOIST W(Z)BC COMMONS 6TRONGSAC9 TO RAFTER w/(4nW COMMONS CONTINUOUS (3 x4a R)2re *CKING, �BLOSJ CEILING JOISTS REQUIRED (OPTIC NAL) ONE SIMPSON MaEQUALAT48"OZ CEILING JOISTS PERPENDICULAR TO RAFTERS SCALE: NTS \ 10000MMONNAll3 .. FROM GEIILN 1GJOIST TO RAFTER OISTITED CE WNGS ONLY INSTALL ONE RAFTER TAIL UNDER CEILING JOIST (OPTIONAL) ONE "MP"' HOA706 EACH RAFTER. IF RAFTER SIZE IS BIGGER THAN 2xB, APPLY SHEETROCR NAILER BETWEENRAFTERS VAULTED CEILING DETAIL SCALE: N. TS PURJN TO MATCH RAFTERBIZE T-BRACE PURLIN SUPPORT SCALE-. N. TG f0 WEB NS ®M' O.C. NJLVERTICAL LEG OF - STOWBACB TO RAFTER WI(4)10E.COMMONS REQUIRED EACH CEILING JOISTW/ (2)06 COMMONS CONTINUOUS RLL2YA OR 9P 6 STRONGBACN (`) ® 46' MC I IFRAFTERSIZE IS BIGGER THAN-N `(OPTIONAL) BIMPSONIG.A10@ 2XO,APPLYSHEETROCSNAILER EACH RAFTER BETWEENRAFTERB VAULTED CEILING w/ CEILING JOIST PERPENDICULAR TO RAFTERS SCALE: RES 44W COMMON NABS FROM CEIUNG JOIST TO RAFTER (OPTIONAL) ONE SIMPSON H3a EQUALAT48" O.C. NOTE: NOTCH IN RAFTER SHOULD NOTOT EXEXCEED 1A OF TF$MFTER DEPTH RAFTER ATTACHMENT TO TOP PLATE DETAIL SCALE-'. N, i.S "T' BRACING SCHEDULE HEIGHT REQUIREMENTS SECTION 1-0OFT. 2A"7 BRACING t4_4 11.20 FT. b6&4'T'BRACING �r& MINIMUMDOUBLE ROOFRAFTER [EXCEPT WE TRIPLE ROOF 21.30 FT. 24&,S8 T' SRAONG r8 MINIMUM F)10o RAF TER FOR TRIPLE 2x10 OR IAMERBEAM9I RAFTERS RAFTERS \. RAFTERS COMMON NAILS PER PL _ '1 1 — . N _ NOTES _ (OPRONAL)A 9IMPBON CEILING BEAM CEILING BEAM 1. REFER TO SHEET DTL4 FORFRMING GENERAL NOTES. 2. RAfiE(i9,RIDGES, NPS AID VAUEYSBRALL BE III IVY, a EQUAL HGA10, / / 3. RIDGEHIP, VALLEY, AND PUN -IN LOADSACES, RACE TO REFHALER T 1-BIS WALLS a BEAMS BELOW BY"P' BRACES. REFER TO 1-BRACE — BCHEWLE'ON THIS SHEET FOR SONG. THE "T'BRACES SHALL BE SHALL INSTALLED AT AN MOLE GREATER THAN 48 DEGREES WITH THE HORIZONTAL BRACE PURUMB AT 4-P 0,C MAX CEIUNO BEAM RAFTER TAILS--RAFTERTAIIB .—RAFTERTAILS 4. RAFT ERSPANSEXCEEDING IA.0 SPAN CWART(USTED ON SHEET FR-3) WITH THE HORZONTAL DISTANCE SHALL BE BRACED WITH A PURLIN - - ---- -- -- MATCHING THE RAFTER SIZE IT IS BRACING. NUMBER OF ROOF RAFTER TAILS TO MATCH NIMBEROF PILES IN 6. THE ROOF SUPPORT FRAMING I8 DESIGNED. TO SUPPORT ANASPH4LT _ DOUBLE -PLY CEILING CEILING BEAM BEAM SUPPORT ALTERNATIVE DOUBLE -PLY CEILING BEAM SUPPORT TRIPLE -PLY CEILING BEAM SUPPORT a COMPOSITION SHINGLE ROOF. VARIATIONS FROM THIS TYPE OF ROOF COVERING BY8TEMMU6TBE BROUGHTTO THE ATTENTIONOF IF RAFTER 612E 18 BIGGERTHAN THE FRAMING ENGINEER FOR RE -DESIGN 216,APPLY N4ILER ROOF SUPPORT JOIST DETAIL EENR RAFTERS BETWEEN RAFTERS SCALE N I GENERAL FRAMING DETAILS i U Z 4N z 0 E 0 0C-4 8 Z X 4o C F Y H m i0 Q U o v z 2 F 0) o CC0° x X 0 W � c `L 1-- m °O O LL C Z J z 0 QzZ- s9�UUUW w¢0Wz QzLucoLo "'w aUJIW 0'o~sl �000C,(D c lL N Z g a If o%f 94973 . 1�l FSS/ONA�ENG�a 7/� 2������.•�` — DTL / 4 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198440 NOTES: 1. REFER TO SHEET OTLA FOR GENERALNOTES. 2. ALL FASTENERS (INCLUDING NAILS, SCREWS, 80 LTS, AND THREADED RODS) IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED O&VANIZED (NORTEK RECOMMEND$ 005 OALVANZINO). ALL SIMPSON CONFECTO RS IN GO NTACT WITH PRESSURE TREATED WOOD SHALL HAVE THE Z-MAX FINISH, 3. SRICKONWO0 D SUPPORT BEAMS ARE SIZED TO MEET LTiD1 DEFLECTION CRITERIA A. ALLBRICK SUPPORT BEAMS SHALL BEAR BYP..EQUAL BRICK ON WOOD DETAILS BRICK ON WOOD- PARALLEL FRAMING SUPPORT SPAN I BRICK HEIGHT PROVE BEAM s4'-0° Ss (3 I RXB'a 2MI's x8s 4'-0" < SPAN s 8'-0"pJ)Ss s B. Bgt 4�"< SPAN s 10'L" ((C�]Rj,�nN'a + }7pWs (3 *12N 1ff3���C I,,Qzz2 QQ)z�a IA 2a 10-1" < SPAN s /7-0' tT tzs TSRXICre 1 l P ➢N:E DBE. RELATED A-1 �SRICKVENEER I I I I 11 I I/I I I I I I I I I I I I I I I 1 I I I I I 1 I 1 I I 1 I I I I I I I L I I I 1 1 I 1 I I I 1 I 1 I I I I I 1 I I �� � i STUD W1LL BEYOND NOT SHOx1M FOR I I I II' 1' 1' I' 1 1' I 1' I' i i t CLARITY I SUPPORT BELOW \j,'.,—TYPICALWAl BRICK SUPPORT BEAM SPAN PRESSURE TRFATEO BRICK SUPPORT BEAM -SEE SCHEDULE TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PARALLEL TO FRAMING SCALE: NTS BRICK OR STOW 50 GLAMLAG SCREWS STEEL UNTEL, IS I)T LONG)@32'O.C. PAINTEDAND FLASHED SEE CHART WALLSTUD I IR .( PLYTO ORPLY ATTAEACH EACH SNDINTERIORTH MINIMUM 8 UDWI 3J40 WOOD SCREWS ADJACENT (4-MIN. LEWTHI NAILEACH ADDITIONAL PLY WITH3.100 RAFTERR JOIST —/Ilx/fjV,-lalll COMMON NAILS @ EACH STUD PRESSURE TREATED -'`"- BRIGS SUPPORT BEAM SECTION A -A SCALE: N.T.S WALL STIAI BRICK STONE Sm'DL5R'2. ALOLAG SCREW$ LIMN4 AONG)G SCREW$. YY��11jr1111 PTEEL UN E FLASHED -SEE CHART RAFTER .JOIST NAIL EACH PLY TOGETHER W 2 ROWS NAIL EACH END OF EACH PLY—,\ OF166 COMMON NAILS@IT O.C. OFBLOCKINOTOJOISTWITH `-PRESSURE TREATED PRM BRICK MINIMUM(J) Btl COMMON TOE SUPPPORTBLOCKING BETWEEN NAILS JOISTS TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PERPENDICULAR TO FRAMING SCALE: UTZ VC-DIAM LAG BOLTS p" LONG) @24' O.C. TYP. _ _t A36 STEEL O O RISE -SEE ARCH PLAN CLEAR SPAN 1-MN.- _ _ MN. BEARING LENGTH BEARING LENGTH TYPICAL EACH END OF LINTEL ARCH CLEAR SPAN MNIMIMLINTELSIZE MNIMIMBEARINGUNGTH SPANS s S-O' L31Rx31J2 x 114 41NCHES 6.0'-SPAN s 17-0 IS x4x 12 ONCHES TYPICAL BRICK ARCH LINTEL ARCH CLEAR SPAN LESS THAN 6'-0": RIDGE BEAMm OTHER ROOF FRAMING MEMBER MN, DEL RAFTER OPPOSTE — ERICK ON WOOD SUPPORT BEAM T-BRACE SUPPORTED BY — STUD WALL OR BEAM BELOW ' ROOF SLOPE (SEE ARCHITECTURAL PLANS) ADDITIONAL T-BRACE AS REQUIRED TO — REDUCE EFFECTIVE SPAN (SUPPORTED BY STUD WALL OR BEAM BELOW) 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. Ql&RAI $PAN (-EFFECTI(E SPAN�INHEN NO ADDITIONAL T BRACES PROVIDE D) A ®- BRICK VENEER SIUDtNALL BEYOND NOT SHOWN FOR PRESSURE TREAT E CURRY BRICK SUPPORT WALL SUPPORT BELOW BEAM SEE PLAN A EFFECTIVE $PAN TYPICAL DETAIL - BRICK ON WOOD RAFTER SUPPORT AT ROOF SCALE: KITS WALL 9No� BRCKmSTONE SR" DAM. LAG SCREW 5 --� (112"LONG)OJ@37SC0.OW$. \ ATTACH --DLAINSIDE PLY AEACH BND MEL UMEL,—_\ Bt1'J)S.GN"-0IAM LAG SCREWS (S'LONO) PAINTED AND ATTACH EACH ADDTIOML PLYAT FLASHED- BEE EACH STUD WIMW Q)10J COUMON CHART NAILS LOW ROOF FRAMING MIN PRESSURE TREATED (3)2d BEAM IF APPLICABLE (BEE PUN) FLOORFRPTAING OR HEADER IF APPLICABLE (SEE PUN) STUDWALL, WAPPLICABLE -�- (SEE PUN) 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 (VORTEX RECOMMENDS 40-ML. RUBBERIZED ASPHALT FLASHING) 7P?� O f• TF.., j1� IGOR I TEPLITSKIY / /....�......:.. ......... / 94973 raj Do' �!CEN.... SSTONALENG\- U Z U) z E 0 0 8 z LY p C F YHmiD Q U o v z H O � Ll x 0 _j 0 x LU ,3: o `L 1-- K O 0 V LL C z J z z 0 F �FA _I QzZ- 19rIUUW Lu W z Q to Z N coN W W 3CLu � O U U lL N z g a DTLl5 GENERAL FRAMING DETAILS TX FIRM REGISTRATIONA F-6417 JOB NUMBER 25-198440 NOTES: 1. REFER TO SHEET DTL-1 FOR GENERAL NOTES ALLOWABLE SHEAR WALL OSBOR 2. ALLFASTENERS(NCLUDINGNABB,SCREWS,BOLTS, AND THREADED RODS) NCONTACT WITH PRESSURE PLYWOOD PANEL SUBSTITUTIONS TREATEDWOOD SHALL BE HOT DIPPED OALVAMQED VORTEX RECOMMENDS 0185 GALVANIZING) ALL SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE THE Z-MAX FINISH. TABLE"M- INSTALLATION SCHEDULE HEADER SCHEDULE STEEL LINTEL SCHEDULE FASTENERS M. 20211.RC.®TABLES RSD2.7OjR812.7RJ8 M.7P) HEIGHT OF VENEER Li SHEATHING IME0.10R8 TEPoORWIT ROOFAND CEILNG ? TYPESPA:ING LEA➢ER SIZE SPANiWOFJACKSTUDS BRAND PRODUCT LIBEL PANEL EDGE INFIELD LOCATION Rio 4Y 1 _ 7116"CROVINx TAW LEG, No. 16 GAUGE GALVANIZED P)W, 51. 0 ENERGY BRACE 0.106" STRUC'URAL BRACE RED STEEL STAPLES or No. 11 GAUGE, 1-1/4"GALVANIZED 3"O.C. TO.C. STEELAl01E I I y 61Efl ft00PING NAILS Rj1x1Y4 T6 2 t7 QO PER TABLE. In G O o THERM6PlY (STORM STFIACE)RAATHIN RED SAMEASABOVE O'O.C. 8"O.C. EXTE OR WITH O) OORABWE T� Z m 40 C (STORM BU,CE)SHFAIHING HEADER TD . LOCATION SIZE SPAN WOFJACX STUD& s I I I C Y �( 4D STAR RSTRUC 0225' RED SAMEASABOVE 3"O.C. S"O.C. Q�s 46 2 I I I I I I Q U N CQO C 0.137"SUPERSTRENGTH I I O D, 2 dJ THERMO-PLY SHEATHING BLUE SAMEASABOVE 3"D..C. B"O.C. RpnON re 2 CLEAR SPAN I I I U.1 ~ C^x1 ,TpQC 71W'CRONNxi-1R"LEQNo.MGAUGE GALVANIZED R INTER, RWITHO)F OORABOVE II U. JU7� FIBER BRACE OM'STRUCTURAL NIA STEEL STAPLES. No. 11 GAUGE, T-12"GALVANIZED 3"GO, S"O.C. HEADER BRICK 40LB3, IFT. SOLARED J O STEEL ROOFING NAILS LOCATION SIZE SPAN #OF JACK STUDS LINTEL CLEAR SPAN(FEET) x LU �C1 R)nO'P O6' 1 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 11j IL x Q' V OG2wo V,1" 2 HEIGHT OF BRICK O V 0 TABLE "B'-MNIM)M LENGTH OF PAN EL FOR VARIOUS PLATE HEIGHTS Ry 1O4 56^ 2 1112x1111,114 t12 7B 10 6 3 2 J., _X �J .,Y1. Z V SHEATHING TOP PLATE HBGHTABOVE FLOOR MNIMUMLENGhi OF PANEL Rgx1Ye 8-0" 2 4x31Rx14 ?3 15 8 5 3 1 BRAND PRODUCT LABEL EXMRIORW l40)CLEAR8 NFLOORABOVE 5X312 XSIR 23 14 9 5 3 2 2 1 'I H . TO 7'8, LOC4110N SIZE SPAN MOF JACK STUDS Sx4x39 24 16 8 8 5 3 3 2 2 1 ENERGY BRACE 0.108"STRUCTURAL BRACE RED 10 <H s IT g'-0" RRz'A O-0' 2 7x4 x1R I, _I_ :.x x1]1B4 3fY <H s 14' g'-0" RR�'s 3'40^ 2 Bx4x112 x x24 1B 14 11 9 7 4 5 R)mv. d'4P 2 STONE*eOLBS:fFT. SQUARED 0.113'61RUC1URA GPADE H51q 74R pw Ys ". 3 LINTEL CIEPRSPAN(FEET) Q THERMOPLY RED 10' < H s 12' 9'-0" (STORM BUCFa SHEATHING NGTE'. SIZE 3 1 4 1 5 1 8 1 7 1 B 1 0 1 10 111 112 113 114 115 118 117 Z 1Y <N514' 9'-0" 1, ANY HEADER SPAfM AND SIZES NOT COVERED ABOVE TO B: NOTED ON PLAN HEIOMOFSTONE O Hs 10 7'6 2. SIZES AND SPANS BASED ON92 S.Y.P. OF OTHER SEE PUN) 131Rx31Rx1N 21 iIl8 321 STARRSTRUC 0825" REO10'<H 512' g'-0" 3. FASTEN PLYS TOGETHERWITH 1 So COMMON NALS 0 IS' O.C. ALONG EACH EDGE [ 4:31RXiH 10 5 3 2 1 N ~ 1. ANY HEADERS FALLING UNDER A FLOOR 9YSTEMNOTOESIGNEDSY'NORTEX, Z x 1Y <H514' 9'-0" I 6x312 x3B 12 M S 6 4 2 1 Z 7 SFWl BE DESIGNED AND SIZED BY FLOORSYSTEM MMUFACTURER Q Q U Y ~ I 6x4x39 22 18 11 ] 5 2 3 2 2 T - U 0.137"SUPERSTRENGTH H s 10 7'8" [ 7x4 x12 I J. 15 I'l 32=F- H LA LUTHERMO-PLY BLUE 10 < H s 12' 3'-0 (x� SHEATHING s 14' 9'0" 8xix1R x ) 22 8 12 9 1 e. 4 4 3 ULu 'n GO U> N s 1O 7'8" NOTES: = W LU I, d FIBER BRACE 0.500"STRUCTURAL NIA 10'<Hs 12' 9'-0. A. STEEL ANGLE SIZES ARE BASED ON LbUO DEFLECTION CRITERIA K>[-Y B. REFER TO PLAN FORAREAS PATH HIGHER CLEAR SPAN THAN iP Q O O O 12 < H s 14' 9'-0" C1.. CHART NOTAPPLICABLE FOR GARAGE AREAS (SEE PLAN) a O J U DENS GLASS 0.500" STRUCTURAL SILVER TV < H s012' 8'-0' D. GABLE AREAS NOT INCLUDED (SEE PLAN) ik MOLD RESTART Z fY < H s 14' NOTES: R-0PLY) 3A1"OSB 1 1'9' MAX BEAM LENGTH d 1. VERIFY THAT ENOUGHWALL SPACE IS AVAILABLE FOR OSB PANEL SUBSTITUTIONS (2PA01FO.0 BBAR[MATCH HEIGHT gUBFL00 2. THE HEIOHT-TO•LENGTH RATIO OF THESE PANELS SHALL NEVER EXCEED 2 TO OF WORT FRAMING] S DOUBLE L4x4OA //� 3/1"06B /f STEE rd ` POSITIONED 3. PA ELEDO ES SHALL BUTEDor I-A6"O.C. �'B / / U S) / RI�AGAINST BEAM 1, PANELEOGE9IMYSE SLATTED. LAPPE03M"MINWI.M. / SUBFLOOR iR"-pAM. BOLIB 5. ALL VERTICAL PANEL EDGES SHALL OCCUR OVER STUDS. 7 8. ALL HORIZONTAL PANT EDGES SHALL BE BLOCKED WITH 2x LUMBER �� SIMPSON HANGER SCHEDULE �O - _ O' F +} FOR MULTIPLE -PLY BEAMS and CEILING JOISTS (TYPICAL lNIE88 NOTED OTHERWISE ON PUNS) 1 2x4 STRUT EACH SIDE. MEMSERSIZE FACE MOUNT TOP FLANGE �-'f S ATTACHW/(Q10d I 26 W6B im I COMMONNAILS, MI I I7y.� HU28'11I I\,R`lliylg HLP83 NIA INSTAILWABHERB I W.B - 0EACH. BOLT FA1S2S-2 HJ32B2TF + N- + + + + + + tGc 0 f ��, y c 2 I L%10 HL26a NIA - �� �• y/ �� �� \` TC• 1 T) I GGGG11111�11u LU328 JTino �P,.•••••••••,• �'1',9 �1 i g; 4f I yxI 0 LLWO-2 HJ92102TF RY 4 KICKER BRACE 018'0.C. 2#LEOGER FBRROUi LEDGE �,j1 I f#2 I#12103 HIR7D•3i( MINIMI.Al RR0000MMON NAILS ATTACH TO BFJM AND ASFEOUTED • l7lT •••,•*'. I Yif22 USBoo 2IO JB212 UNDER EACHDAGONALSTRUi �ACENiIJ013T(N0T9HOWT!) SECTION B-B .••• •//%//%���•L••••••••.••••/ [[22p�}2 LLS2102 HNS212.TF 2R LEDGERW110tl t•• / 1'dTlIO2 NRI23 HIRI2JTF COMONNAIL804O.0 SCALE:RT.6 �/ IGOR I. TEPLITSKIY / NOTES'. ..:.........................../ 1. SCHEDULE BASED ON NO POINT LDADS APPLIED TO SEAMS B 94973 ORJOIST 2. SPECANTYBEAM(LM .LSU PSLb,9t4.)HANGERS WILL TYPICAL CANTILEVERED LEDGE 11 O,(.•:�/CEASED.'��,� BE CALLED OUT ON THE PLAN. (t FSS�•••••••' Gar N 3. REFERTOSIMPGONCATALOOFSRINMTAU.ATIONOUDEUNEB GENERAL FRAMING DETAILS FRAMING DETAIL 4. HANGER SCHEDULE BASED ON THE USE OF S.YP. LUMBER. SCALE: RTC3` FD / 1 MIS TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-198440 ,I 10 RA T. 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 ALLTIMES. 0911712025 BY: A RNOL DO RA MIREZ TSBPE: IJ898 BUILDING I NSPECTI ON DIVI SION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. REFER TO IATERAL BRACING PUN FOR SWATHWALL.AREAS ABOVE, 1 EXTENT OF BHEATHNG REQUIRED BELOW, AND ADJACENT TO OPENINGS WITH 111" GYPSUM TOPIR SHEATHING ON BOTH SIDES, 2< EU'vanoN r-�� �.LL_LL // BLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, AND VERTICAL PANELJOINTS SHALL OCCUROVERSTUDS. RST P \/ TYPICAL GAIN. ROOFING NAIL OR STAPLE z HALLWAY / 1515' LONG; OR15)8" SCREWIS OR TYPEWl OR SATS O.C. FOREDC-E ROOM / / TYPICAL AND FIELD, OR LET -IN BRACES / (WHEN / / DOOR / BOTH ENDS OF WALL PRESENT)/ OPENING / RED T-PLYIM SWATHING.ALLOWABLE GFINIlFOR % / PRESENT) FOR GYPSUM SWATHING. BEE GFD11 FOR NA 1LING PATTERN& OTHER REQUIREMENTS. PROVIDE BLOCK ING@ ALL HORIZONTAL JOINTS. NOTE: y'1:.:" •..Y .: .� -v., THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER FROMACTUAL CONDITIONS uOEGR.BBnN 0 NDEGREs lNRz7 SHEATH WALL AREAS ABOVE, BELOW, AND ADJACENTTO OPENINGSWITHUT GYPSUM ravraaTB SHEATHING ON BOTH SIDES, 21 FiEvanNH BLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, ANDVERTICAL PANEL JOINTS SHALl� OCCUROVER STUDS. USE 10 GALV, ROOFING NA OR STAPLE z 15e LONG, OR 150 SCREWS TYPE W OR S AT7" O.C. FOR EDGE AND FIELD. OR LET -IN BRACE BOTH ENDS OF WALL RED TPLY IS AN ALLOWABLE BUSS TITILTON FOR GYPSUM SHEATHING SEE GFDN FOR NAILING PATTERN & OTHER REQUIREMENTS. PROVIDE BLOCKING® ALL HORZONTAL JOINS. NOTE: THE ELEVATION SHOWN 16 FOR ILLUSTRATNEPURPOSES ONLYAND WAY DIFFER FROMACTUAL CONDMONS NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES IE TOP PLATE ELEVATION INSTALL SI PSON 1,2" v T LG, TITEN HD (THD50500H) WITHIN 0-0" OF BOTH END OF WALL PER MFG.'S INSTRUCTIONS �I� 0,000 I& CONCRETE OR I1 snos. ND.H WEST HEARONNAGDNN.c, BE RJNTOR® 4. WT9 $T-. DETAIL IL FIRST FLOOR INTERIOR SHEATHING DE-T4T L 8 L. LS REFER TO LATERAL SPACING PLAN FOR ` ttPICAL HALLWAY / RZA / / QAMEN TYPICAL / v//w/ PRESENT) /' OPENING (AMEN / PRESENT) — — — — — — — — — — — *mlmlMN.Y TO ` OR 600EORffSAANJ 1ANDTNEDIM — IOTOHNIBi BEaRONN/[iONILm BE RBNrol MHRH M .STW DETAIL IU SECOND FLOOR INTERIOR SHEATHING DETAIL S—E N.Ts INTERIOR BRACING DETAILS TOP PLATE ' * ............. IGOR I TEPLITSKIY / 94973 OA'.�!CENSE�: 1'] SSTONALENG\- U z EN z E Do,, 8 z x c 0 Y X . o 2 2 O z X � f`O 0 � O X Lu C Im °O 0 V UL C z J z z 0 H N F QzQaOYcO � = FHOU LLw 2 LU¢ O LL l z QzNmu0)w W a�'0��� OOO L7 o Ll N ik z g try U n � Y O Z IBD / 1 TX FIRM REGISTRATIONA F-6417 JOB NUMBER 25-198440 1' 14 SPACES® 41-51/4"2 F A A L esei M y lI Ilk II I 221 I S67 1o4* III 10.4* 1 I I 1 1o�-S�• 1 F III I I II I I I p�1�•��f1 I I �567—T�-�I��—��T'—`T"J�L��.����T��"T•�J tls67 V 'I h 1 1 I I 1 1 I I I&BOTTT TOP I I I 1 S67 ---�TI w�nr�---�;;�----=11 ,\\,•".r---�---I g¢ I S,7 --- I I I III \ X� I I_6 1 1 III ^' I I I B I III I I I I I I _ I I S65 ILL I _— I _LL 1 I --'� —T —T—r---T-- •T�---1 ---I' l T-- I' II II II II I I6m III 1 1 II 1 1 III 1 1 II 1 1 1 LT---_.---'TI L----�—J LT---T---JIL--_r j L—I----I--J _ef_4� r= .i==1 � � � *4'x @ TOP 111 I 1 I1 3 & BoI TOM I � II II II I � S67 ,I I i I I i lil 1 1 1 1 I 1•-6" in n` 3R4'e®TOP I` `&�B„O,TTom SPECIAL FOUNDATION NOTES 1. THIS DRAWING IS PRIMARILY FOR BEAM AND CABLE PLACEMENT. THE CONTRACTOR IS REQUIRED TO COORDINATE THS FOUNDATION PLAN WITH THE ARCHITECTURAL DRAWING FOR OFFSETS, DROPS, OPENINGS AND INSERTED ITEMS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE CONSTRUCTION OF SLAB. ANCHOR LOCATIONS MAY BE ADJUSTED TO NO MORE THAN 5" TO PROVIDE PROPER CLEARANCE FROM PIPES. NORTEX 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 1 (In) 1 (In) 1 (in) 15 S42 23A" 3118" 3SIB" 12 SS42 2 39' 31181, 3 3R" 2 SS43 3" 3114" 351" 3 S65 412' 5113" 550" 2 BS65 412^ 51R" 55R" I 7 S67 4314" 51/4" 53/4" I 8 BS67 43/4" 51/4" 53/4" Total Cable QUantlty 49 Total Cable Length 2550 I, Estimated Materials 4 InterlorLF: 432' ExteriorLF: 213' Concrete YDG 65 ""APPROXIMATE NO WASTE FACTOR— . CITY OF GRAPEVINE CAA ELEVATOR DETAIL EANCXITEOTUML�PAWIN�e PLAN ��.e.om,x mx1 RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLAN 8 TO BE NEPT ON THE JOB SITE AT ALL TIMES. 09/17/2025 BY: ARNOLDO RAMIREZ TSBPE: IJ898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. �PtE OFrt ......... .t,11 l7lT C• # / GGG"'NNl / IGOR 1 TEPLITSKIY / ................................/ rr 94973 ; "fit 0,o�ss CENSE 2 it TX FIRM REGISTRATION#: F-6417 w z Z z UA 0 G O N $ Z (r ( c O toI-0 F C) F. 00 W Q U v Z =3 5 OLU�O�d t` LU 0 co ER zoo z z O �U Q�O1p = FP= 0W W ¢ J W z =Wwr- >~YCC < "Of 0 (� ll N z J a mom- N ? o a� 3 98 M. SKEET 1 of 2 JOB NUMBER 25-198439 DESIGN 1 Tha ost tension deal ofthkloundation structure hoe bean evaluated uain aces table en Ineerin media lndudin oinslderallon ofthe D. An 9 P A AP 9 latest recommended ene as set forth b'(�theyod tension mg Inatkma i "Dealgn and Conatmctlon of Post Tensioned Slabs on Ground", 2 De.lgnedboamslxes, beamspaang, stile R(I quantifies and spacings show lim minimum requirements needed to allow the structural 3ystemto adequately perform. The Intent le not to eliminate sell movement, but to Unit foundation fiexure during Inevitable differential movement. 3 This design does not allow tot Improper drainage, or trees located cover than 1 M their mature height to the foundation, positive drainage must be maintained at aJ� jp� yypQ �jy yfyfg(j found the Itndatlon should never be allowed. 4 1/nlForm, syslamailc {ffn�6R All IA60 A11f11�bundalion to maintain a stable foundation, 6 i1. Dre-pod nspedlon moat performed bye rtex representative or.rI lab. MATERIALS 1 PostlMskoning matetlal Will be 12" tllame111210 ksl, aeveM1wlre btrana, greaeewith phishcormthing. Strand shall be k1 accordance amh AST.M A416and shollbe stressedtoll endandhored al289 Wya.Pleagc sheathing shallhere a minimum40 milthickness 2 Nl anchorage hardware s@ryall mealtap aN(Ili establlehed bythe'PTI Gu1da'/S. dflcatlonslor Poet-Tensloning Materials" 3 Z concrete shall have a Il m mum cam preserve strength of 3000 pa, at2d day, u6wl shall not be grossed to final required fordo until mncm a M.7yth Is a minimum of2000 a. 1. 4 PodTensloning Ina ds rawmmenQQ Anal creasing within]-1Q days after pouring offoundation. b All conventional rei rcing shall be yttermedom grade and shill conformlo A.S.T.M. A615-60, CONSTRUCTION 1 At beams should be excavated eafollows unless specified otherwise by the geotechnicel r7gyod'. a. bmust extend 12"Imo undiisturbed(virgin)soil, or sell compacted in a merd6h. to the gootechnoiogy report listed on the plan. Bespihe may be sloped or increased to 34" Whout additional minforang. when beam depth exceeds3V use detail •G"for additional reinforcement. b. All NI un der slab must be compa died to 96%ofMan dard proctor den slly AS.T.M:D698 a nd co nform to FHA sheet 79G. All fill call and at Web shell be placod in ec. de no. with the Ifatechnlcal report spedficatl+ne, The soil engineer shall certffy compaction of the fil soil. 2 Pert 1A11ameanm l'taring Othe foundation is prohibited. Plot. maybe used only ff the are specifically M—In the design Refertopliniamdulefor dl.me/er, depth, and reinforcing required. Pion may be terminated when wild rod (auger refusal) Is encountered. Pier tops should be dean and yosed to the beam. 3 Ffnal grading shall be done using nand era non -capillary material Waterproofing Is required In accordance wlthllnternatlonal Realde Mial Code R406.2ferresidential struaurae or International Building coda 18073 for commerclalewNee unitea local codes are more aldngam Minimum 10. mil polyVlnyl. SPIN poly at beams to mold air pockets and prevent Insulation of grounding electrode. No poly allowed In bottom of beams. 4 Site grading and drainage a round the foundation must be maintained at all times In soot a manner the surface or ground water will not collect under, near ore acont to the slab. 6 Th. conhadw I rexportable to advise owner of proper foundation maintenance. Moisture content should be kept consistent annually with consideration to seasonal changes of temperature and moisture variations. Proper drainage away from slab is required to preserve the performance ofthe foundation. 9 Trenches for deep plumQQIng lines sho Vld not be located diretctt under beams. companion ofback rill at p bing tinsel1s required. ] If Pit Is l9 damaged andsfrand la axpoaetl for more thin 3',N Mould be repaired to prevfnt bontllH, coneref0 to cable. Maximum l2" xyosed al dead and la acceptable. 9 ■"6 crate must be well conesJ1data around a1I ends enchora to awol4/^ a rig fa N to, at t1 n 1a messing. y Pdmlx(ures should notmMllF en cnenxcefi In quent fly that may hat a �� ar�leffeoi fiipre alressing sleet or txme M. Chlorides, sull9e3 B�Ld nNrat.. should rim be.sad. 10 Stressing pockets ahouN be grouted within ] days of the final stressing operation to prevent corrosion of the anchor and wedge assembly INSTALLATION 1 All anchors shall be installed a minimum of 4" below rgy'red a ev rr�� of conge1, et.dye of slab and a minimum ol4"-12" a{v p rr PPhh merIe 2 Securely fasten anchors with pocket former eto proven(cameo pea ahem entering wedge canal(2-20 d nails are recommended.Fles�anchors should be attached with 3A"dearan efromform board. wiring ofemchom Is not recommended. 3 Pleatic sheathing must be stripped a maximum of i"behind live end anchor assembly. 4 Strands must be tied at all interaction. staining at fixed and anchors working toward live and to remove slack and eliminate samialre dkylanhq APofng pour. 6 a lumen A d edd(f9A Abell be supported on anaua not axnea 4' on enter. GENERAL 1 This drawing is primarily for boom end cable placement. The contractor Is required to coordinate this foundation plan wth the architectural drawing for offaeto, drop., openings and inserted items. Contractor shall verify all dimensions and field conditions before construction violate. Manor Iomtions maybe adjusted to more than 6" jig yrgyl�9 yJgpgr gJ9afg0sp from gipes. 2 Slab shall be Mal a a.ad approximately seven t EIIfE AN1f PA((I NIIIAI sire AEf p 72 hours agar pour will reduce (not eliminate) cracks from amain. MrIMIm, . 3 Waterproofing oflhe foundation, Including drops with w-dated vapor barriers, stem wall drains, perimeter drains, eta is not Included In this design end Is the responsibility of others Including the ewner and builder, 4 Care should be taken by the owner and builder to ensure that tolls here pro per moisture content before the foundation is poured. Tthe presence of dry or wet Bolls when the foundation Is poured, may can to exosclre foundation movement when moisture Is reintroduce ar removed. yTyhs dplens do rid movement that may resuamount for foundation ltfrom dry orwat sell condbions that may exist atthe time the foundation 1. 0 UWner and builder should follow all recommendations in any call report to help insure that the foundation functions property. '" A PRE -POUR INSPECTION FOR THIS FOUNDATION'• Must be amompllshed by the design engineer of record for the foundation, or a cortilled lab. Notice: All pool tension materials to be supplied by a post tendon Inatiftm certified fabricator, 'DO NOT USE THIS PLAN TO SET FORM BOARDS' INSPECTION NOTES: Emglneeredprints moat be RrsaeM or obtalneQle on ,alto Inemet toprovid e a pm -Dour Inepealon. 2 Inapeal—Mould6ichdauled24hoursln doer However, wa will mak..... y attempt to schedule acme day 1, go oleos col led in last. to 8:00 am. In ctions Darold: the met2ylex raquhe a 24 hour notice. 3 Prspour In"(p����'tlterm mud ba do7s attelthe Installation Is complete and at least 24 hours prior to pouting concrete foundeton 4 mapeolons ire required lot all Nrtex foundation designs, 'NORTEX INSPECTIONS CAN BE ORDERED AT817.37941N8' NOTE. the was *111e1e plane anti spacNcetiona shell be raatrlded to Iha original rite for which theywere prepared. This doament and any accepenybfg design document Is null and void 8 not accompanied by an original design letter, signed and seated by the engineer of record. My reproduction or reuse, or disclosure by any method, In whole or In part, Is pmhlbhed. This plan and No speadntlans contain proprietary IMormatlon and are the sole property of Names Foundation Design, Ina, Fort Worth, Taxes. SLAB CABLE Is, FOR DEEP BEAMS fTVP1 w y te�,q•Ilar.—'®ITT ' 3 #4.MINiB' a ry 24" OO.C. C. MA OX t { I I S I U µif I ADD 2 #4'a a MID 1'.4 SLOPE y tX �r LD RAPEDI 1 &BOT. IFD>40' _ BEAM CABLE ANCHOR PLACEMENT 0 /—DRAPES"OFF DO O E BOTTOM(SEE PLAN) M. O N p /—POLYVINYL C 2'-0" 2'-0" 1 BEAM CABLE /! ADD 2#4's0 BOT. C X t0 :=h 4"TO S"DIA. y BELOW PIPE _—_— IF 34"<D>40" Q () F— -Wig N PLUMBING PIPE AT��'\ !\ &CHAIR --_-- ------ CENTER OF BEAM `(2) 04'c ABOVE PLAN VIEW .--------,t z LU (2)#41c BELOW �� ` 0 -1 O f� I 10' BEAM MUST EXTEND 12" �XXW( W C O 1. INTO UNDISTURBED SOIL F LU PREFERRED ORIENTATION OF FFQ. LO 00 PIPE THROUGH BEAM Q y LL C Z V DROPPED BRICK SRICK LEDGE A LEDGE DETAIL SLAB STRAND OE IF REQUIRED SLAB STRAND Ory C - 7 BARS J x3 Le - �7� O.C. Q c POLYVINYL ( _ Z #4's "L" BARS #4 TOP, MID, l O s 24" O.C. POLYVINYL & BOTTOM to P DROP>6' F to #4%012"4 IY v z il4'6 HORIZ. 10" Z Z 7 0 12" O,C.POLYVINYL Q Q O Y to DRAPE 3' 36' _ w OU W OFF BOTTOM STANDARD W Q J W Z it HORIZ. 16, (SEE PLAN) OFFSEr 10° ' U Q Z !n m Z-BAR DETAIL IS = W LU ^ O D' Y Or SLAB STRAND O SLAB STRAND O A � � O p rDRAPE 7 � BAR616' O.C. Z POLYVINYL POLYVINYL #4 TOP, MID, DRAPE 3' & BOTTOM 0 OFFBOTTOMDROP> 6" (SEE PLAN) DRAPEOFFBOTTOM— t0" (SEE PLAN) 10" y oo_o SLAB STRAND O ,SLAB STRAND_ _I u1l / —� --- PCL-I tEOF TE �1� POLYVINYL f;�,—DRAPI 3" ^' DRAPE T'FF BOTTOM N OFF BOTTOM % g,•• • • '� re to (SEE PLAN) (SEE PLAN) / •; '4' 'ov n O toIGOR I. TEPLITSKIY % b� i ce Oct D i n 10" 10' /....�...................... ..../ /I o'• 94973 © C\SLAB STRAND © ^ �1 SLAB STRAND r ` 12" MAXrDRE �1b SLOPE FPOLYVINYL 8REFER TO INTERIOR BEAM SF EET DETAIL IF REQUIRED L.__TX FIRM REGISTRATIONM F-64172 of 2 JOB NUMBER 25-198439 'I 4 4y -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: 2964 KOSSE COURT Lot: 7 Blk:1 DOVE STATION GRAPEVINE, TX Plan Number: FLORENCE TRANSITIONAL Workorder ID: 25-198439 CR. E CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROULD PI ANc TO aF NFPT ON THE JOR SITE AT ALL TIMES. 09n7i20zs BY: ARNOLDO RAMIREZ TSBPE: 1a898 RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. P 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................. A C IGOR I. TEPLITSKIY / .............................. ti 94973 Igor I. Teplitskiy, P.E. t1t`S\ 0"`ENG- -2c