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HomeMy WebLinkAboutNSFR2025-000311 ECEIVED: 1/2 7/2 25-000311 ATE OF ISSUANCE: 71 KOSSE COURT NEW SINGLE FAMILY RESIDENCE E MIT tiBUILDING PERMIT APPLICATION ELECTRONIC REVIEW (PLEASE PRINT L.EGIEL4'— COMPLETE ENTIRE FORM) JOB ADDRESS: 'Zj LOT. 1.. BLOCK: SUBDIVISION: � S yBUILDING , CONTRACTOR (company name): CURRENT MAILING ADDRESS: 1.w CITY/STATE/ZIP: i..:.._. s II: # ► Fax PROPERTY OWNER: CURRENT MAILING A, 14 CITY/STATE/ZIP: "l. t> i t PHONE NUMBER: 1 < VALUE -PROJECT , .,;r r. .. FIRE S N LE E? YES N WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE. c i NAME OF IN Total Square Footage under roof: _.... Square Footage of alteration/addition: 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) 13 I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for l & 2 family dwellings) 13 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 E OLITIOItiS, . ITIONS 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 ad E ST THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE SIGN PROFESSIONALJOWNER. IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM HE APPROPRIATE STATE AN OR FEDERAL A ENCY(S). PRINTE: �, �;° SIGNAL M_. PHON1G _ I. _ E-MAIL: _ .. =/" .. CHECK X IF PREFERRED TO BE CONTACTED BY - AIL THE FOLLOWING IS TO BE CO MPLETED LETED BY THE BUILDI NG INSPECTION DEPARTMENT Construction T° ;5e: % j Permit Valuation: Setbacks )roval to Issue: Occupanc, Grour Fire prinkler: YES NO Front: Electrical Division: Buil i :.: Der:,th: Left: .,. Plla bin}.: a . onin;w: �ildim. Width. Rear: Mechanical C.7ccul;c% Load: Grease Tra: ht. Hood,. Plan Review A.,,,;<rovl® :.:" °"..' ate:. fr/ N;.' ildlrl. Permit Fee: Site Plan ;�;lroval: Date: Plan Review Fee: Fire enartment: Date: Lot raia.,e Fee: Public arks e, a ment: Date: Sewer vaila ilit% Rate: 2,8.00 er,a rnent: Date: Water Availa ilit , Rate: �,r Approved for Permit: ate: 'Total Fees: � Lot Drainage Submitted: Approved: Total AmountDue: OPEN SPACE FEE PAID 1/12/20 4 DFOR F'�G'G.'*;`..5••Cs,r,.F.F.F'E'-t9t#E.3K a602p CP7M1xna9P3i6>v ),•S' Sik"+2Rru°P!3.5=`Cf 7.l�a.P efi!^+_c8ti.71f9 City of Grapevine Building - Single Family P 0, B a x 95 Residence 7@ tl Project # 25-000311 Project Description- COI� 1 SPUrt Nev, ,"ELE-CTI ROW RE,/I I,ss,ed 03:: 13 2025 a� 8 2,0 AM ADDRESS INSPECTIONS 14 2971 Kosse Ct. I KIfSC Bwkfinq V%Iafl'Fe Inspec!Jon Grapewne, X 760,5 1 2, Buis Tree Inspection Buildwvg, Drive Approach LEGAL 3. Buddmg,-Setb.,idk 10, &de,,vaR InsPeclon Dove Siation Blk 1 LiA 4 BLfltding Foundation,Footwg 11, BwIdinq Terfnite Venfkcation &iildmg Pi�sr 12. Bukfinq Energy Code PERMIT HOLDER 6. Buildin"-.1 Franimq 13, Lot Drama(ie !nspectww ierrod Goff 7, BwIdmg Bradng : Sheathing 14, Bwldino Final Glahao� Ha�, Home Budd Err INFORMATION FIELDS 626-8590 -APPLICANT NAME 0ndmdua, Jerrod Goff COLLABORATORS "APPLICANT PHONE NUMBER 8178636289 - Jerrod Goff APPLICANT E-NWL jerrod.goff@grahamhart.com Hal Hon7e VALUATION 500000 8, i214 t 626-8590 Square F=age, 3867 CONS TIPUCTION TY PE VB 'OCCUPANCY GROUP R-3 DOCUMENT- LarDRAINAGE PLOT LOT DRAINAGE REVIEV1,,'.PDF PLAN i,C11 Y STAFF USE ONLY b DOCU'I'vIENTS MISC 01 APPLICATION - 2971 KOSSE C T,pdf FOUNDAI !ON LET TER,,)df CONSTRUIC FION PLANS.I)df, SITE DOCUMENTS MISC ()2 PLAN - SURVEY,pdf, FOUNDATION PLAN.p(,ff. FRAMING.pd! D0CUr-.1ENTS - MISC 03 LOT DRAINAGE.pcif 'ZONING DISTRICT R-5.0 APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE fAECHANICAL YES APPROVED TO ISSUE PLUMBING YES Fire, SprinKler System? YES SETBACK FRONT 20 SETBACK. LEFT 5 SETBAICK REAR 15 SETBACK, RIGHT 5 'ti'4ATERDEPT. LOT DRAINAGE FEE 150 FEE TOTAL PAID DUE "'Building Perm(t Fee R-3 212&85 il Nev,, Cc)nstrucfion � SF Residz,ntia! Lot Drainage Fee, 5 150,00 1 S 150,00 TOTALS S 2.276.85 S 21 276.85 S 0,100 INWTOUTIffilmwill I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF NIY KNOWLEDGE AND ALL WORK WILL BE PERFORIAED ACCORDING TO THE DOCUl'JENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE V%II-TH THE CITY OF GRAPEVINE ORDINANCE REGULATING CONSTRUCTION. IT IS UNDERST 00.0 THAT THE ISSUANCE OF THiS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VICLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEWNE. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT RE` IE'AIED FOR HANDICAPPED ACCESSIBILITY BY THE CITY; ND THAT THE DESIGN PROFESSIONAL OWNER IS RESPONSIBLE FOR OBTAiNiNG SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCYI'S), I'Jarch 13. 2025 Signal[Jre Dale City of Grapevine BUilding - Single Family Residence Proier't # 2"�-00%0131 I ZV, eft NOTICES 1) ALL work must be done. in con-ipIiaIce with the 2021 INTERNATIONAL BUILDING CODE, " ALL work ISSUED prorto JanUary 1. 2024. must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE, 2) Cify Approved Stamped Plans must be on -site for ALL INSPECTIONS, 31 Project ad0'ress fnust be clear;y posted at the Job site, NOTES > 24 HOUR INSPECTION NUMBER Page 2' T� METRO (817)410-30-10� CUTOFF TIME FOR A, M, INSPECTION IS 7:30AhI. --- CUTOFF TiNTE FOR P.M. INSPECTION IS 12-130 PAI, THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED kAIITHIN 1180 DAYS p OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS), THE ISSUANCE OR GRANTING OF THIS PERMIT AND.i OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE, THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT "THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS,, AND OTHER OR REQUIRING CORRECTIONS OF 'THE CONSTRUCTION ITSELF, City of GrapevineElectrical Permit Single PO Box 95104Family Residence ° Grapevine, Texas 76099 817) 410-3166 (SQUARE FEET) «" ,u Project-001290 ,, Project Description: Installing electric for new construction Issued on: 04/02/2025 at 5:12 P ADDRESS INSPECTIONS 7 2971 Kosse C# 1. MISC. Electrical Inspection 5. Electrical Service Grapevine, T 76051 2. Electrical T-Pale 6. Electrical Temporary Service LEGAL 3. Electrical Underground 7. Electrical Final Dove Station Block 1 Lot 4. Electrical Rough 18 INFORMATION f L S PERMITL Larry Causey "APPLICANT NAME (Individual) Larry Causey C&b Electric "APPLICANT PHONE NUMBER 972-790-0707 (972) 790-0707 Square Footage 3868 COLLABORATORS • Larry Causey FEE TOTAL Cb Electric Electrical Permit SFR / SFR (972) 790-0707 ADDITIONS & SFR $109.73 $109.73 $ 109.73 ALTERATIONS OWNERS TOTALS $219.46 $219.46 $ 0.00 • Meadows Llc Mufasa • ' i; 'r' it s I FURTHER CERTIFY THAT •. THAT i - r TO • s ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PER•* • IN ACCORDANCE • r THAT VERIFICATIONOF •rCOMPLIANCE SUBMITTED TO THE CITY UPONREQUEST April 02, 2025 Signature Date - Page 1/2 MYGOV.US 25-001290, 04/02/2025 at 5:12 PM Issued by: Victoria Hecko City of Grapevine Plumbing Permit Single PO Box 95104 Family Residence Grapevine, Texas 76099 817) 410-3166 (SQUARE FEET) Project # 25-001008 Project Description: Plumbing for New Single Family Residence 4 Issued on: 03/18/2025 at 4:40 PM ADDRESS 2971 Kosse Ct Grapevine, TX 76051 LEGAL Dove Station Block 1 Lot 18 PERibilIT-AULUER Clarence Kidd NCTPlumbing (817) 431-5958 - Clarence Kidd NC T Plumbing (817) 431-5958 OWNERS 1. Plumbing Sewer 2. Plumbing Water Service 3. Plumbing Rough In 4. Plumbing Shower Pan 5. Plumbing Tub Seal 6. Plumbing Top Out 7. Plumbing Water Heater i i INFORMATION FIELDS —APPLICANT NAME (individual) "APPLICANT PHONE NUMBER Square Footage 8. Plumbing Gas Service 9. Plumbing Temp Gas 10. Backflow Device Inspection 11. Plumbing Customer Sevice Inspection 12. TCEQ Backfiow Certification Submit 13. Plumbing Final FEE TOTAL PAID Plumbing Permit Fee SF R $109.73 $109.73 TOTALS $109.73 $109.73 71TTDMV�, RWO F.11061VA011 Im-1-ky '06nuer" il:Z1111115i V ZIN a I k"IM-16.1 0'", INNU =0 N1Y11211111 10 WWI-• I %=1 MYGOV.US 25-001008, 03/1812025 at 4:40 PIA Issued by: Connie Cook PO Box 95104 Grarvine. Texas 76099 P. ADDRESS 2971 Kosse Ct Grapevine, TX 76051 LEGAL Dove Station Block 1 Lot 18 PERMIT HOLDER Rance Thornton Rance Thornton Ist Choice Air Solutions (817) 564-2755 OWNERS awtkf Mechanical Permit Singl Family Residence (SQUARE FEET) Project # 25-002074 Project Description: New Construction Hvac 3 ton and 2" complete system install Issued on: 05128/2025 at 2:54 PM . 4 1. Mechanical Ceiling 2. Mechanical Duct INFORMATION FIELDS **APPLICANT NAME (individual) "APPLICANT PHONE NUMBER Square Footage Is Duct or Being Installed? FEE Mechanical Permit SFR SFR ADDITIONS & SFR ALTERATIONS UTTIUFTNI�� 3. Mechanical Rough 4. Mechanical Final El Rance Thornton 817-415-0865 3867 YES TOTAL PAID DUE $109.73 $109.73 $109.73 $219.46 $219.46 $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 CODES 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 FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. May 28, 2025 Signature Date Page 112 MYGOVILIS 25-002074, 05/28M25 at 2:54 PM Issued by: Courtney Cogburn .... ...... LOT AREA .. . 5175 SF AD AREA, 2545SF SOD AREA 262 SQ. YRD COVERAGE 49% FLAT WORK AREA LEAD WALK 37 SF CITY WALK 128 SF DRIVEWAY 396 SF APPROACH F M PERVIOUS AREA [ To—ITA-r 320' FENCE LENGTH FRONT 10'- 1 " WOOD REAR 50'--U'WOOD LEFT p 28'-T'WOOD RIGHT ­ ESf.bkIV—tW Y SLOPE ..... .. ... 11.3% NORTH LEGEND o PROP. CURB INLET FIRE HYDRANT I WOOD FENCE IRON FENCE MASONRY FENCE AC COMPRESSOR RETAINING WALL EXPOSED BEAM PAD WATER METER SILT FENCE TRASH BIN RECEIVED: 1/27/2025 25-000311 2971 KOSSE COURT 615 6 x 6151 PAD -------- 6154 Por-h 39'- 11 5'- 1 PROPOSED TWO STORY, SINGLE FAMILY RESIDEN'E c' Garage 614 3 6148 20'B/L 4 b C4 18'-0 6131 46136 of') TC 612 9 TC 613 4 SCALE: I"= 20' cmill ag;e' (#ur-i- cp 041— f) w 3 11 N 9 r-)Z-1 LEGEND OFABBREVIA'171ONS AND SYMBOLS 0 PROPERTY CORNER IKON ROD FOUND BUILDING LINE CONTROL MONUMENT El LMLITY BOX mh. MAN HOLE Lp. LIGHT POLE T3POFFORM5 SURFACE WATER FLOW DIREC"nON -E- OVERHEAD UTILITY LINE TIN TNPQFWALL 6W BOTTOM OF WALL APPRE55:2971 Kosx Court 1/211117 1.90' "p N, 0 LOT Forms 1 iv /0 �S p �' LOT 19 LOT 17 0 0 .V,�' CAPPED IPDN POP SET -X- FENCE LINE th. FIRE HYDRANT BACK OF CURB FIN15140 FLOOR GAS RISER 18 6D Inly .78 moo; 4lFu v. 1�10 1b QI, Lot 18, Block 1, of Dave Station, a subdivision in the City of Grapevine, Tarrant County, Texas, Imor4ing to an unfiled plat. 0"" 131941 a I'maJ or- JAWZS JOE cL VVILHITE on the basis of my knowledge, information and belief, i certify to Graham Hart that as a result of survey made on the ground to the normal standard ofcare of Registered Professional Land Surveyors practicing in the State oi`Texas. I find the plat kemon Is true, mrtectancl accurate as to the boundaries of the subject property, and if shown, location and type ofbuilclinqs 4n4 visible imprm ents heeeon. NDM- (1) source bearing is based on recorded plat unless otherwise noted. (2) Drairm9e arrom, If shown, were determined by e6qtions, shown hereon. (3) surveyor seal will appear with red ink on originals. (4) 5uNect pro" is affected by any and all notes, details, and easements, and other matters, that are shown on or as part of the recorded plat and/or as part of title commitment/survey request. P.0, Voy, 07 Date:- 0AU= VoUey Vin-.:Y, 76272 Revised: P,v wLs job No. 202504a filed in 2W-9= IECC 2015, Performance Compliance Property organization Inspection Status F' �-1 K Nf,RGY fALOSI S Kv-i�. 'L'or, i-Y N kl-: r a i Builder K. "n g lo, P AnnuM Energy Cost Design IECC 2015 Performance As Designed ; Cj SubTotal - Used to determine compliance $1,475 $1,440 Total $2,333 $2,379 Requirements i fo f 20 1 .`� P fi:') t) Y 2 , 4 M QsgariaTataOrt 50dor n ;nspection Status Name 4tbrafy Type Peelmeter Floor Grade Carpet R Exposed Masonry Surface Area Loc3bon Enclosing Area Slab Library List Name Wall Construction VoIc Completely Undersiob Perimeter perdmxrtef Perimeter Thermal Sreak Effective R-VcOua Type Insulated? lneulatton Width insulation Depth lnsulatron R Value ?risulatvsn is it: Exterior X� Building Summary Rim Joist Library List Name effectwo cnsulation M•v:Oue Nf,RGY A L OS I S Floor Grade Surface Area L"ation It Library List Name Building Summary Skylight Library U RRMIZVOM ZFEWIMM Opaque Door rx2mc Libr3ryType WaR Assignment foundation Yvali Assignment opaque Door Library List Narne Effective R»value Nf,RGY A i.. OS I S Emiliance Schyr Absorptance Surface Coor Surface Area Location Roof Insulation Name Library At6c clayor Does the Roof Stope Ce4irrg EaveHei Pitch,; Framing n,, Length h! Surface Siciat Surface Location Type Exterior Concrete Rooffrava, h jColo, Absorptancc t: Area ? Area Its: floofTilos Eaves? Height Building Summary Property Organ,z3tuan ;nspection Status 7 0, 50der Roof Insulation Library List Name Has Radiant Safriet Effective R-iralue Whole House infiltration AA eas uvemo nt Typt Shelter Class f,,rr Nf,RGY A L OS I S Mechanical Ventilation VenwationType ventilafion Rate jt'� Opefatronal hours Pan watt, Runs once every Energy Accovoky Model Number Manufacturer Minute: per day three hour!, Poment Lighting 1v Wericir Fluorescent -o §nteviiar LED Lighting Exterior Fluorescent -v Exset;w LEOLighting at Garage nuoreseent as Garage LED Lighting Ughbrig Lighbrig Lighting Onsite Generation Onsite Generation Library List None Present won. MM;MaMMwj-= Whole House Fan Whole House Fan Library L11 Conditioning Equipment Name Ob,ary Type ;nspection Status 50der 219MMERTM MIMMEM7M, IMMUMM F E,NE',RGY A L OS I S Scriz" humber Heating Peccent Load Cooling Percent Load Hot Water Percent Load Location Building Summary Property Org an,z3uo n 50der Equipment Type.* 8O.OAFUE Natural gas Furn 48.0k,.,,.ECM ;nspection Status f,,rr Nf,RGY A L OS I S F *;4x A L OS I S Building Summary Property HVAC Grading Ceiling Fan Org an,z3uo n 50der ;nspection Status f,,rr Nf,RGY A L OS I S Building Summary Property Appliances and Controls Notes Org an,z3uo n 50der ;nspection Status f,,rr Nf,RGY A L OS I S I LOT AREA - --- ---- 5175 SF PAD AREA 2545 SF SOD AREA 262 SO, YRD COVERAGE %, I 49.% - F LAT WOk-K—AREA LEAD WALK 7 37 SF CITY WALK 128 SF DRIVEWAY 396 SF APPROACH 185 SF IMPERVIOUS AREA TOTAL 329 _15F FENCE LENGTH FRONT 10'- 1 " WOOD REAR 5az,wooD EF' 281-7'" WOOD FE)RIRIGHT 34'-4" WOOD EST, VEWAY SLOPE: as" lielmil PROP, CURB INLET FIRE HYDRANT WOOD FENCE IRON FENCE MASONRY FENCE MF AC COMPRESSOR RETAINING WALL EXPOSED BEAMi_ PAD WATER METER SILT FENCE TRASH BIN RECEIVED', 1/27/2025 25-000311 2971 KOSSE COURT .30 1 5'- I„ PAD .� 6154 Por h PROPOSED Two STORY . SINGLE FAMILY RESIDENdE C6 Garage orc 6143 tas a C) 20' B/L 6148 613 1,& 6136 X -Z TC 612 9 TC 613 4 SCALE: I"= 20' EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. INA k P6.U.LR __dRASSIEROSION (�ktONTR6L—RE-07UIR—tb""-B-ETORE FINAL. LFC-UND 0F,AtiN',i-VlA'l0N15 AIN, I " 5YMOR.OLI; �17 TZ 9f P IN 70"', Of iViIM IF C 1 10 N 5 1 Pr' 1, t -'i- _4" L'I Vv"'! ArV:,F'55: 2971 Ko55c Court LOT 17 11P Lar 18 KI/11-1p LOT 19 LWS, Block 1, 1 suhjvj5jon in the City county. I'exa5, accottimg 10 An urtfile'lp[Ai. simsm GraiianP Hari tl: 0 11 Z P: ".11 v'd�in,l;+ i'_j :'iq otiqfri11:� :n]A"')i' j" pl�" of W�-"cnr„fn fam:rt;'&%'a'y L J T ,7Q25CA4Q E J, P� B V-V N 7 P J C T; A!, A ----------------- -V Aaax - V,� _OrK PERFy'll 'MM OIN St"iti;'A'i 4 WALKER / M F —Zymaa ar d, a REVISION HISTORY - — --------------- DFLF,l j LITE-- TABLES I I ----------------- , Ugj­ P r T Z7­ JQ Modern Farmhouse - SQ. FT. 11,111-1--l" ?IV FLO- IN T IT -L Ul,ir IG 3131 if 1 rl 1101F` 191 F �l :[ v FT— P rill 'IF 452 'IF 104 FF 48 IF T ITI=L rp„NIE 3'4^ FT dame I I ILO C 1 r<ren 1.1 a Sr C ARH 471 U IPATIO 10 'IF 1411 TOTAL F,-,Ut IDATIOIl :OTF 'IF Modern Farmhouse Master Set ;he Ot IIIh,,, Sheet flvne A-] A flrT rL—P F'L�t I 1-1 ; Al � 11 ID F L 17, P rl r.t I f K t If tPP LLL` :u I l�. S 2n LEWAICHTELEVATFA 6 ­3 A, ­s .,­f ?TIDFLOIA EL[l TRrlLRlFI 4 T11 5:t,� T!Fl jv- STIT At t LLA- 0"FO(" LU LU U) AIE LIJ ry C14 c) C14 -n 0 C) LL w w CI ti) (D > w 0 U) z - C) v U) w C) C) w L6 Uj N C14 z FLOOR PLAN NOTES 1. ALL DPIEPi APE fO BE Ir[I I'EDT,-' E,CIEO;lf` 3. ALL WALL'o,HALL BE I:-1(311-` 1:2'F STUD -4ADE 16' �?AND DAFTI, SHADED MALLS SHALL BE2=1 15 112") W,TIiC`-GRALIE tw1 �P Cl C.IUNCGI 1. ALL—L14 APE'0'IT a�DFGP.FFS fI RU;,i ;. ALL DIE„IENSIGNS APE TO POUPIH F F'£,h,FNG P.1ENIBEPS r.. 11T HOPIE I ENJP PLATE Hf, ATE 10 BF.AS NJTED ON ELE`,-JLaN AND SECTION SHEETS 7. ALL DOTTI AT PLATE AT FIP>T FLOOR WALLS lu BE PPES;UPE I PEATED 8. D2z l F. FRt_ NT D r, aP- 5' l HE11 HT DKI FLOOD: g ( HEI GHT ILL A FIPN IF. CLG. Hi IU-101 o' 9" HEIR: HI AS 9 IT'FIP`.} `L. (111. HT IUN01 SECOND FLDC`P: ALD—S A' R fUNOI IHFF} pr-,'t FNINf. i Ill' PLATE, SKI iIINO) --A.TLATE:a'sF'C UNO) 1. GAF:AGE Di`.``P:;HALL BE P.1INDS! II„01"N" RAI IN(i - ;ELF I LOSRAG HINGE Iu. FNE-x PISE 3 4' K. TF'E-IS ic, Mtn P.Mlp1 PLUS I"1,0SING 11, HANDP+ILS SHALL BE T,PE 11& HPII,F A FINISHED PAIL IG HFI,_HT �IF34 3g ABC'IF N SLPF-, 1'2 NAILEPS 511ALL BE INS1ALLED PDA ALL f IANDPAILS lz. AIL BAUJSTEPS AND PAIL SPA'- ES SHALL BE <PAC:EU SOIHIT A .f UL-. ;PIIEFPE+-ANtJOf PA» THE OUGH. hP AT ALL HAHIGPAILS AI D GUAPORAILS- W. A771C Ifo%Il?: 5' PLATE i P 10+ Pt-TE (OP WG ARD 1 7 = fl KILL C 'V.AJ Imo, r-AFAGESIlb'V. LCPE.i fr)C-tf IAEDOOR FLOOR PLAN NOTES L ALL DR) EP3 AD UQ BE trEMED fU E:HEHUP 3, ALL %NALLS'ATALL BE 2::.1(31/-' I SGF NUD -4E,DE 16 O.,. AND D-FK SHADED RIILLS SHALL BE 2`6 15 112"; ;FFSLUE, „F'A LIE Cl C. ItJNGi S. ALL AFIGLEWALU, µRE SEI AT 45 DE`_PEES IUN(D ,. ALL DEHENSIONS ✓.FE TO POUGH F F'£,NlNG MEMBERS G. INTFHOP E I ENJI' PLATE H f, APF TO BF. Ai NJIEU ON ELE`,-JLN AND SECTION';HEETS !. ALL Bi`TTUA'I PLATE AT FIP>U FLOOR WALLS lu BE PRESSURE 1 HEATED B. PDC S: FPOf IT D 1,+aP: P N HEIGHT f'PSI f-O,-Fl 8'1"HEIGHT P 11' UIN F I, CLG. H7 IUNOL r; -ItP HEI CHI I•rv,/I "+ Cf FIRST FL. C LG. HT ENO) SECG`ND FLOOP: n' 8' (UN,O .HFFT P('I �PFNIIJl;� h"PIMP:" SPG LUNCH PDLE;8' SRO tUt1,J1 v. G,tRAGE DC:OP SHALL BE I.1INUTlJUII)F"B" RAHPL:, r..!',ELF C. LCI�NG HINGE TPFnDS . TIP D,11r. p,j,I j PLUS 1" NO SINS : 11, HANDP+ILS SNALt. BE TI PE II& HAI, F A FINISHED P,:It It1:, Hfl!=HT OF 34'-SE" PBli',F N "SIN, 12. NAIILF, SHALLBEEINSTALLED FaRAIL HANDPAJLS 13, ALL BALUSTERS uPjD FAIL SLAT-ES',H.!' BE SPACED SCE I HAT A .f S IA.'HESSE G;'" C' PA» T HE L T.P. AT ILL HA NDPAILS AND CnUAPDPI,ILS, W. A7TIC IfAjp: 5' PLATE III` 10+FL-TE (OP HGHEflj 1.^" , Jr PULL C,: VJq I.+. ,-ARAGE SU b TO BLOPE.1' TO GARAGE DOOR EXTERIOR ELEVATION NOTES T. F+TEPIDP 4k,,LL M(JERIRL AS NOTED Oh! EL ,,,IT]DN; _. CIE EPIC B,1 lEFIALS APE FPYED 01,4 ELE'AITIOL IS UNLESS .SPECIFIED. C;h-0TP— `P T�-� INSTALL ILL E,'TEPI�P SFLECTb'RL; PEP NW HIJF,TCTUPEPS '.PFC FIC/+TliOtc nPlll PPCOp<.N4FNDATk DNS 3, ANECA`AND DOP SIZES AS NC-TE[ DPI FLO',P Pl-Ah,.i I+N.^ NOTES -1, D:NP:,PND WIT DCI'MTO BE INSTILLEDAFID FLASHED PECIFK AILDIT, AND PECOI, 9MEFIDATION' -A,Hltlt 10 BE IN: TALLED AS F'EXIFEC' ALL SIDING PAC hED 00 T:, [,,TAT! Fl BPF- ALL', ,ANHLE`./FF' APF16 MUST BE PNIA'ET'L'! FI1`41', 1ED AND SEALED ON LINDEP:IDE 8, i+LL SCLDIER;PCAMLOA _OUFIE, &;.IU'.0 BANDS ARE TO BE P„ISED 1' IIIND OF' SHOWk PIDGE `i EEtl1 S PLACED `Dtl ILL F'OOF F'ID _ ES NO 8:4_ PE T HAFIA'E' FRS,FBI END OFP-D, EAND NO I F;+THAN::=+r ITI. <-HINILIE,;:;.HIL TER.'Mi111TE,+1,.71NIM1,P.ih;i,"F'+'D' ABA"HIGHE`T VIPTI Jll OF THE BL&I.DINK; UdHLti 1.)'E,^i A 1111,1111-1hAOF 3'-C' N.'IIEF'E IT PENETRATES? HE PGGF. CHININET', :H,LL BE FLASHED ASPEC,UIPED. ll. tDC SE ST EEL LI t ITEI S Fl: P BPICk+/FNEEP 'JPELI N,: Mlf4.4" BF++PIPIG: -4'+)"ftHA%, AN::i" x 'Zt 16 ;,So STEEL ANGLE 60"l,AA, SPAN:.4 d"" A36 STEEL A t IGLE 6' 0" FIV,:. SP++N: ;' �3' 1!4" A36 STEEL INGLE A' E. FSB :. SPA 11: 6"'d" 3;ET Ain STEEI, ANGLE SCREEN ALL MECH. EQUIPMENT FROM STREET VIEW NO ROOF FENETRATIC'NS VISIBLE FROM FRONT FRONT ELEVATION 1„ l A" TI I'll ....................................................................................... .0 EXTERIOR ELEVATION NOTES 1. E..TEPIOP N,nL L MniEIPIL AS NOTED ON Imo. Et F, t,TIC1N5 - G. GE EPIC E,1 1EPIALS APE FPOED O4 ELE',/ATIOL IS UNLESS .SPECIFIED. C -,tJ TP—P sP T� � INSTALL ALL E,'TEPIIP SFLECTb'RU PEP NW N! IF,+CTtIREPS '.PEi7HC%+LIONS n [ IT, Pecop<.M1.$:N[ ,+Tk ;t J'; 3. vd NEON+AND DC`P SIZES A S NC-TE[ DPI FLC' ,P PU+ht.i TN, NOTES -1, D:OP:,PND SO DCIMTV, BE INStALLED,+FID FLASHED PEF' F'ECIFit AIIC`N, DAT+CIUf'ER', AND PEA r �t,1MF.VNEFIDi=710N. ;. fLASHIt IV I O BE iN:TALLCO AS F'EXIFEC' g. V, ALL SIDING"11EG •1i.4 TI l,lT!'H 6PICF ____��y __ .__.____. __ _._____ __ ______. HLL t:,',NfILE`.rEN Ap" MtISI BE PF'4J'F.f'L'! i FINISHED AND',EALED C41 UfJGEP:IDE ti. /+LL SiLDIEP; Pcit"Av�A _+?U=�E:. B.;•IU':CV RntJCJ3 ARE TO 6E R%`I SED 1' IIINE OF' SHi,`.MJI. PIDGE `%'etJ1S PLACED `�tJ ALL F'O� �F F'ID _ E:, FIB F:4_ PE 7 HAFIA'U FRStF•I END OFP-D, EAND NO t IF,, TITAN , T` ILL :�HIP,iNEt:::.HntL TEF.'fuliiJnTE++i,•71hIIM1,P.IF;1,?F ?'D' �.._.__...._ ae.,rr• H ICHE`T P,"`FTICXJ OF FEE 2l&I.DI K; Vd HiP! 1.)'(1" a 1111,1111-1hACF 3N• '-C' 'HEF'EIT PENETRATES THE PVG-E IFININE1', SH,LLEE — _— _ .— _ _— _ — _ _—_ — —_ _ _ _ _ _ _ _ _ _ _ = FLASH_, ,lSPECIUPEEI. --- - 11. LOOSE STEEL LIt ITEI S FCP BPICk s/FIJEEP •i�w+.. are srr• 'JPENIN`: ML4.4" REAPING: -I'+)"ftHA%:PNN, 3" x 'Zt 16'V,<B, STEEL INGLE 60"l,AA, SP/.N:.1": d".�'td°A36 STEEL PNGLE 6' U FIV, :. SP%+N: ' ;' �3' '; 1!4" A36 STEEL ANGLE r. r s.rs A'FLN� SP%+IF 6" d"'; 3;vs'%+36-1 EEL. ANGLE f" M SCREEN ALL MECH. EQUIPMENT . rlayt rr,^da , n i ri .See LEFT ELEVATION FROM STREET VIEW NO ROOF FENE(RATIO'NS VISIBLE FROM FRONT +.il> `€' 3E::;':'E `= Ft :+,:i;;: ':. i; E F:: P7 %: OTZ AT A' 1 ^• `:i kiE c,ul't"i;A.:`; 1:'d:i-0 t'ts= , I." RIGHT ELEVATION F� v - --------- iF :A% NMVSU arkz9l to :31va N L U01139S ELECTRICAL NI -.)TES - 1, FLE/.TPICI,+N SHIIIL AFINFY FtA WMENT OULFIFITIESI IS:.IIV L N HERE i, OMI'OPM HC I'LL ni'PLICABLE:.1n1ELO::AL CODES &.HALL BE PESPt �NSIBLE FOPINSTALLdNION CIF THE Et F,-.TRIC,,L ; I;TENI +,CCOPEIIN C 10 c:CDE & Nry,NI;F.`,CTHPEP PE",,I IIPENIENTS 2, PFC,,:DE G,F.i. CIPCIaITS IN t ITC HENS, 8ATHPOGS'l,GA PA,.E & E:TEPIC:PLOCATIONI. PP,:,IUF TRIP PELE! UFk:EPT„4t ES NMFPE NOTED. ¢,,C 11EN G.F.I. PECEPI,1CLE.; SHALL N` YBE MvED IN'.EDEI�,e,, :,TIIEP C-.F.1. LCC,1111 L*S 3 1,11 F..IRMOP iDNTt ET; .;H/aLL BE Nd1TEPPROOF, ,,EEVI RP Fo lN.,t LINFP, PPOIiLFO ANL, INS111LED BISLIB-'_C,NTF'+,CfOP AT ALL E TEPH)P WALL S114,TC HE;; & PEC EPT,,C LES F. +,tt SNCKF DETP'TOPi TO BE INTEPC0NNE,7ED 4 H/,RD SA RED VATH BATTER( BAI-r IIS PL/,C ED ->UI;IDE HLL SLEEPING AFEA, 1, ALI. 1_0'OU MLJ,,-LE PHn;E, 15 d:_, Af„IPEPE BRANCH UUP,-IUTS SUPPLYING CUTLETS INSTALLED D Fa,.9L'e, DINING L,1 NC=, BED. vF' SI1,11L,P PO��hhS �P APEAS SHE BE PROTECTED 6'1 +, -LIsrF.D AK FAIILT CIP/:L;il INIEPPLIP1EP '.i N..'HTINAH' 4J T, PE INSI AL LED TG PPO e fliF, - ePorEC uoN or 1 H E eP.;N:_ a clFx uH. ELECTRICAL LEGEND SH+i_LEP,dkEMH-.H 4' SCANIEPSWTCH a iNR'i IRATL IT S' 4IIAIY;SMTCH 11Fn+DUPLE' CUTLET QfGFCI CUTLET 2201!01 ffLET F1,00Pi41Tl ET V"RITEP PPS DGF GH ® DATT, i. :Nlt +pE DEtEi:CIF' .„ CA PBOT 114:410:3 DE );hA N,F DRIFT iW ELECTRIC +,L PANEL +I% F:tHhI ET FAN /:ALL Lll•'_'NT FI .TLIPE I-- FLCK�DU HB H+,HGiNC, R�TIIPE FLIIaH WLR;TH TIFE ,ANITi NTLIRE ULIDENC ABIDE] f17URE PECE:6ED LAN -- F.'IFiAI,iP,NAIt. I - FI,TUPE J-'` HI TIJPE / 1 . x ao 8 Q BE f gagmgy 'c3fC � - S as — Qi X 1 " ti r FIRST FLOOR ELECTRICAL PLAN ELECTRICAL NT"TTES - 1. FLE/.TPfC1,+N SHIIIL AFINFY FU IPMENT OULFIFITIESI IS: HC)L N HERE CC MI OPM TO I'LL MIPL11CABLE Sli,IER0,41_ CODES &.HALL BE PESPt �NSIBLE FOP INSTAL 4ITION C,F THE EL F,7JRIC,IL ; I;TENI +ICCOPEIIN C I C, C:(1[IE & MryV4IR',CTIIPEP PE",II IIPENIENTS 2, PFCI,:DE G,F.i. CIPCIJITS IN t ITC HENS, 8ATHPCOM GA PA,.E & E:TEPIC:PLOCATION`, PP,:IIUF TRIP PELET UFk:EPT,aCt ES NMFPE NOTED. k ITC 11EN G.F.I. PECEPI,1CLE3 SHALL NOT BE MvED IN'. EDE:� .p,, :,TI IEP C,F.1. LC4.nil'iNS, 3, 1,11F..IEMOPiDNT1 ET;.;H/aLL BE Nd1TEPPROOF, ,,EEVI RP Fci/.h,t LINFP, f'F'(iviGFD ANL, INS11ILED BISLIB-'_ONTF'+II`Cp U ALL E TEPH)P WALL S114,TC HES & PEEC EPT,,C LES F. +ItF SNCKF DETP'TOPi TO BE INTEPC0NNE,7ED 4 HnPD SA RED VATH BATTER( RAI-r IIS PLA( ED ->UI;IDE HLL SLEEPING AFEA, 1. ALI. 1_0",U MLJ,,-LE PHn;E, 15 d:_, Af„IPEPE BRANCH CUP,-IUTS;UPPLr ING CUTLETS INSTALLED D {'ah.9L'f, DINING L,l NC=, BED. vF' S,1,1ILAP PO��hhS �P APEAS SHA{t BE PROTECTED 6'1 +i LIsrF.D AK FAIni( KAit INTEPPUP IEP ".i N..'HTItJAi F'PD ECTION L: NJ r PE INSI At LED TJ PRi't.: IIiE OPINE NSIM 11 TP. U0. ELECTRICAL LEGEND y` IN LE P.-N.E SVNT�--Al - 4 DR.:NIEPSWTCH :i.`NA, 1VJItH $ 11-14M;SJTCH l l�n+ DUPLE' CUTLET ¢}" GF,_i CUTLET " 2201, UUI LET - « FL'_><DRGUTLET ;h• V,JIITEP PROOF 19 DAT4 . :NIt +KE DC-tEi:tiNs CAPBCNI f,1,'4Itl;3IlE );hA N,F DFTEC iP -y Et EC TPIC+,L P/, t III OF Ft H l+I ET FAN ':ALL t, 1. 12T47 F I, TLIPE I-- FLCK�DD IB k� H+,HGlHG FH'ITI IPE FLASH WL'PIT H TUFE ,ANITY N TLIRE ULIDENC ABIDE] FI 7URE y ,ECE;;ED/:aN --i E'TE,IOP`NALL F .1 URE - '' ;FI ,T UPI F FIL It IC; FIN "fry. i I S i,A SECOND FLOOR ELECTRICAL PLAN ROOF FRAMING PLAN CODE: INTERNATIONAL RESIDENTIAL CODE EDITION: 2021 CITY/MUNICIPALITY: GRAPEVINE, TEXAS BASIC WIND SPEED: 115MPH GRND SNOW LOAD: 5PSF TABLE OF CONTENTS PAGE# DESCRIPTION REV. DATE LB-1 a 1st FLOOR LATERAL BRACING PLAN LB-1 b 2nd FLOOR LATERAL BRACING PLAN FR-la 1st FLOOR C E ILI NO JOISTS FRAMING PLAN FR-lb 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 DTL-4 STANDARD DETAILS DTL-5 STANDARD DETAILS GFD-1 GENERAL FRAMING DETAILS IBD-1 INTERIOR BRACING DETAIL I ENGINEERED DESIGN 11 THE ENGNEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEETTHE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY; COUNTY OF GRAPEVINE, TEXAS, 12 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FORA BASIC WIND SPEED OF PER INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION 13 PER IRC R301 1 3 THE EXTENT OF THE ENGINEERED DESIGN 'SHALL ONLY DEMONSTRATE C OMPLIAN C E OF THESE NONC ONVENTIO NAL ELEMENTS MATH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WTH THE PERFORMANCE: OF THE CONVENTIONAL FRAMED SYSTEMS 14 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPUANCEVOTHTHEIRC J RECEIVED: 1/27/2025 25-000311 2971 KOSSE COURT TX FIRM REGISTRATIOW: F-6417 NEW SINGLE FAMILY RESIDENCE `N; JOB NUMBER 25-194307 SHEET NOTES I ATTACH EXTERIOR POST IIF PRESENT) TO FOUNDATION BE OINAND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL-3 2 INSTALL FLOOR -TO FLOOR SHEAR WALL PANEL 'FRAP' PER TYPICAL DETAIL ON SHEET DTL-2 3 FOR GENERAL NOTES, SEE SHEET DTL-2 4 FORL TERAL BRACING DETAILS& DESCRIPTIONS SEE SHEETS DTL-I,DTL2&DrL3 INSTALL TI EDOWNS AT INDICATED LOCATION' HOLD DO PM NOT NECESSARYAr FHO LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT ti R D - - - - - - - - - - - - D B 1st FLOOR LATERAL BRACING PLAN I 7 N, LB/la TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 25-194307 SHEET NOTES I ATTACH EXTERIOR POST IF PRESENT) TO FOUNDATION BE OINAND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL-3 2 INSTALL FLOOR -TO FLOOR SHEAR WALL PANEL 'FRAP" PER TYPICAL DETAIL ON SHEET DTL-2 3 FOR GENERAL NOTES, SEE SHEET DTL-2 4 FORL TERAL BRACING DETAILS& DESCRIPTIONS THESE PERIMETER)CALLS ARE INTERIOR AND d SEE SHEETS DTL-I,DTL2&DrL3 NOT A. PART OF i,AND BRACING DESIGN SHO'AN ON THESE PL94S THESE IWALLSWILL BE SUFFICIENTLY BRACED )?,IrHSHEETROCK ONTHE INSIDE FACE uj j3 2 'IT A A OR 20 "o to oc to 's :3 0 w cr x 0 t U- x U.1 ox @ _0 0 U- a Z 'IT x ly- W 4 uw) GO U.) 3: *> z 0 .......... IlPpr`4f:D SE Kt 0 C'I (L D D D D LB/lb TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 2nd FLOOR LATERAL BRACING PLAN 25-194307 BUILDER SHALL PROVIDE CONNECTIONS AND 1 JOiSTANL)BEWHANGERS,)jsliERESPECIFIEri, SUPPORTING ELEMENTS FOR FRAMING SHALL BE FULLY NAILED PER MANUFACTURER'S SHO SIN ON THIS SHEET PER I R C, ADD LOCAL CATALOG SPECIFICATIONS SEECHARTON CODE REQUIREMENTS SHEETS DTL 3 &DTL.6 FOR PRE -APPROVED HANGER SIZES 2 MULTIPLE -STUD COLUMN SUJPPCPZ�NAILED 1�11E�ERE SPECIFIED, SHALL HAVE EACH PLY 'L , TOGETHER WITH Illd COMMONS P 9' 0 C ; 2 12,8'2,H2'sVIATH 11" QHO'2,,12', WTH IJ2' 12) 1314'16' ROWS OF NAILS REQUIRES FOR 2,6 STUDS) COB COOT FILLER OSB CONT FILLER III _VL 3 D CKING FOR UNINHADTABLE ATTICS "'ITH LIMITEDSTORAGE SHALL BE MINIMU X'ov III 7 _w 7PLYWOOD or OSB.iNITilASPAtJ RHTINGTHAT Ul 1 :Ll I 'I- �i MEETS o, EXCEEDS THE CEILING JOIST SPACING _8' _-W 0 E Lv4 4 MULTIPLE -PLY BEAMS, WHERE SPEC. IFIED E 2 �Vl_ SHALL HAVE EACH PLY NAILED TOGETHER' WTH 8' 4' x LL�; 7 PIT.; a� 0, L�o 2 ROWS VS OF 16 d SHORTS 0 131 GUN NAILS LS QD, 12' 0 0 C 13 ROWS OF NAILS REQUIRED FOR BEAMS 2 Ix co xEI- EXCEEDING 12 MIN DEPTHI I 10= CO �o 5 REFER TO 2021 1 R 0 TABLE RS02 3 1QJ FOR GO 4� FLOORJOETS SPANS WHERE APPLICABLE Y z -8, E. P REFER TO 20211 R 0 TABLES R802 401 AND :3 x J2,1 4' 2X 1, R80' 412j FOR CEILING JOISTS SPAN CHARTS o E 0 4 1 I 4, E 4,1�1' 2XL 0 1,1-"rLll' TlLall u- er A -8,_ S x Ui 2 r4' rAIINH�M_I.LEAR TL�FOR GE Sp 'L, LIVE , 'S EAR tNO AT TORA S - 12" 0 C 16"0 C 24- 0 C 0 -0 S "N 2, 2,1 'V-10' 2.4 1 O'-9' 2A[ 0 0 u- a Z 4' 2,6 18�8' 2�6 11 2- 13r1 2Y8 2 '�7' 2�8 21�7' 2�6 17'7, 2L10 2,110 25-7" 2,10 20L11 III fil YF MAI'MI'MCLEAR SPMFIIRCEIIINGIOIT-11VIGYPSUfAI -Te �Ii-Im4''.11-TvT -Tti-( CLG 20 LBS LIVE IOLBSDEAD (ASTORAGE) TORAGE) �21 1 1 12'0 C 16" 0 C 1 24" 0 C 2,1 a'-0' IIA 1,7 OPEN TO' �_l I I T. 2. IZ-W 24 1 2,8 15�3` 2, 1 � ABOVE 411 1 2,8 17 21 J .,J�Jj' ' 2,10 20"ll, 200 18',I' 2,10 E 2 Z #2 YF W 0 W /51 _Li w z BE, B`G`TTk`EX .4LoLofRy/ OR > W.TFLI-, III' A 'PTHE z o 7 TV WL A, .0 1, is 1 Ira b1" l IL i 11 I IML, ------ - --- DROPPFT, ING' W-R IT BUIULD XJ PLO /f ATZB�/ Y/ /Y ITEM B G�f Err., _Aj �11 OPEN TO ABOVE n7l, 2 OE Mi-11- LVL ' L. SON ONT FILLER DESIGNATES ITORAI E ARIA "WERE CEILING TOIST I ARE I SEA 10 FR/la ACCOMMODATE 10/20psfATTIC STORAGE LOAD PER I R C TABLE R802 4(2) BUILDER To ADVISE HOMEOWNER THAT USE OF A EASOUTSIDEOF H TCHEDAR A FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND 1ST FLOOR CEILING JOIST FRAMING PLAN A L CEILING JOISTS SHALL BE TX FIRM REGISTRATION#: F-6417 JOB NUMBER CAUSE CRACKS IN JOISTS ­ or CEILING COVERINGS SYR 2x6s@24-OC (UNO) 25-194307 BUILDER SHALL PROV DE C ONNECTI ON SAND 1 JOINT AND BEAM HANGERS, 'WERE SPECIFIED SUPPORTING ELEMENTS FOR FRAM,NG ALL BE FULLY NAILED PER MANUFACTURERS SHO VN ON THIS SHEET PER I R C AND LOCAL CATALOG SPEC F1 CATIONS SEE CHARTON CODE REQUIREMENTS SHEETS DTL-3 & DTL.6 FOR PRE -APPROVED HANGER SIZES 2 MULTIPLE -STUD COLUMN SUPPORTS,�INHERE PECFIED, SHALL I AVE EACH PLY NAILED TOCETHERVVTHAdCOF`,MONS@9•OC (2 ROWS OF NAILS REQUIRED FOR 2x6 STUDGj 3 DECKING FOR UNINHABITABLE ATTICS WITH LIMITEDSTORAGE SHALL BE MINIMUM "16" PLY)NOOD a,OSB,uYITHASPAN RATINGTHAT CJj MEETS o, EXCEEDS THE CEILING JOIST SPACING ra 4 MULTIPLE -PLY BEAMS uMERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH uj 2ROVSOF16dSH0RTS,013I GUN NAILS Ci 12' cN 0 8 00 , rO%V3 OF PALS REQUIRED FOR BEAMS Z Ix po EXCEEDING I. —MIN DEPTH) 0 (j) to 0 5 REFER TO 20211 R C TABLERS02 3 It,) FOR C? FLOGS JOISTS SPANS tNHERE APPLICABLE m B, m 0) z i I- 0 6 REFER TO 20211 R C TABLES R8024(1) AND :3 cr CO _ R802 412) FOR CEILING JOISTS SPAN CHARTS o J o izz, U. 3: t� MAXIMUNICLEARSEAN FC_ff­CFIL-NGJOILT-VVfGY POP u,j I oc ,Ll IqL65LIVE 5 LBS DEAD (NO ATTIC STORAGE) x @ G"O C 1 W" 0 C 1 24" 0 C 0 _0 2x4 11'.10" 2Lt4 l(P9" u- 2x4 0 a Z 2,6 18A .8" 216'-1 1 2 1 I 1 2,13 24'7' 2M3 : 212,,8 17 7" 21,10 26'4' 10 25 %7 2H0 20'-11 *2 YF I MAXIMUM CLEAR SPAN FOR CEILING JCISTWf GYPSUM I CLG 20 LEE LIVE . 1 OLDS DEAD ATTIC STORAGE) iz ta a- 12"0 C 16" 0 C 29` 0 C 2.4 3' 2x4 8' 2x4 E Alxq ,8 IP-3' 2Q5 2,,&,@24'OC 2x6 13'11 S,8 12�6 12%0' 2C6 2' P, 20A 1 2,10 18-1" 2,00 11 oz A 0 W w- W 3: > z 0 1 4 r V4 2X j414' w_Jt,­jl ---- ------ 142.14',2X 12) A A C! 1, 14 2-14 2XI21 ­7 7 - --- - -------- IA!TT41,2' A FILLER OSSCONT FILLER 9 v ............... .. '3 ... .. .. .... 'tS < LEGG RATED STORAGE AREA WHERE CEILING JOIST S ARE SIZED TO FRI lb ACCOMMODATE 1020pOATTIG STORAGE LOAD PERIRC TABLER8024;2) BUILDER U ILDERTOADVI E HOMEOtNNER THAT USE OFAREAS OUTSIDEOF TX FIRM REGISTRATIOW: F-6417 HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND 14-1-CEILI GJ015TISHALLBE42 JOB NUMBERCAUSE CRACKS IN JOISTS and,o, CEILING COVERINGS 2ND FLOOR CEILING JOIST FRAMING PLAN 9 Y P 2,6 s@ 24'0 C U N 0) 25-194307 BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHov,Vq ON THIS SHEET PER I R C AND LOCAL CODE REQUIREMENTS PER SECTION R602 3 1 OF THE I R C , RAFTER TIES o, SOME OTHER METHOD OF RESISTING CUT THRUST SHALL BE INSTALLED)AHERE CEILING JOISTS ARE PERPENDICULAR TO or ARE OTHERWISE NOT CONNECTED TO RAFTERS SEE"CEILING PERPENDICULAR TO RAFTERS"DEFAL ON SHEET DTL-4 FOR TYPICAL INSTALLATION ALL RAFTERS SHALL BE#2 GY P 2,6's024'0 C kU N 0 1 ALL HIPS, RIDGES &VALLEYS :MALL BE42 SY P 2,8',(U N 0 ROOF RAFTER FRAMING PLAN IFSL E ROOFING4'MATERIAL RUNS USED RAFTERS $HALL BE �2S�1`2,82OC�UNOJ I RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE DISTRIBUTED TO WALLS OR REAMS BELOYN BY 7" BRACES REFER TO 'T-BRACE SCHEDULE" ON SHEET DTL.4 FOR SIZING INFO THE "T" ISRACES SHALL BE INSTALLED AT AN ANGLE GREATER THAN 45 DEGrEESWITH THE HORI-ONTAL BRACE BRACE 'URLINS AT 4'.0" 0 C MAX 2 RAFTER SPANS EXCEEDING I R C SPAN le CHARTREOUREMENTS (LISTED IN NOTE V) WITH THE HORIZONTAL DISTANCESHALLBEBRACED WITH A PURLIN SEE SHEET DTL,4 FOR DETAILS 3 THE ROOF SUPPORT FRAMING IS DESIGNED TO SUPPORT AN ASPHALT L COMPOSITION Z. R3HINFGLE ROOF VARIATIONS FROM THIS OF 0O COVERING SYSTEM MUST BE BROUGHT TO THE '.0 ATTENTION 01 THE FRAMING ENGINEER FOR RE -DESIGN a 4 REFER TO 20211 RC TABLES R802 5 1 N) AND 2 0 iG 2 R802 51(2) FOR ROOF RAFTER SPAN CHARTS, FOR 10 COMPOSITION ROOFING MATERIAL 's 5 REFER 10 2021 1 R C TABLES R:02 5 1CO)AAND PAN H RT, R 02 5 161 FOR ROOF RAFTER FOR ct: _0 SLATE ROOFINGMATERAL o W x 0 I _j 3: 6 ANY CHANGES IN THE FIELD REGARDING x u j X F_ ROOFING MATERIAL MUST BE BROUGHT TO pi x N ORTEY'. ATTENTION FOR R5DESIGN Ei -_ o _0 M'VCeCL6AR SPAN 0T u- Z NO GYUM[L,NSANAROFBERING D)IEfts IIVF 14IR1,TFAn 12"OC 1 16"0 C 2a' 0 C j- 2,6 14:69 � 1 2,A 14. V 2.G 11'0 2x8 19 2,8 18'6� 2A 13'�11 2x 23'� 22 2YO 23 '�2 2L0 15'f,' 2 26'0' 2fl2 264' 2,12 19'6` *2 yp I'- 'INUivi G- _IVF 'R'� PH' 3 y PSUM CEILINSTANDARD ROOF COVERING I 12"o C , 11"0 C 21' 1 2" -6" 2x6 11'5" 2A3 9'6" X 2�' I 1 2,6 14'W 2r 12'1' 8 �HX 20-3 2,10 L 2,10 14�4'' W _ 23 2Y12 EW�&' ��J' -10' 2,12 16�10 0 -j 9 z #2 YP 4 . ca (f) 5; .......... 15 FR/2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-194307 TOP PLATE if I _721 R: "'O'D ISO SH ' MINE AITH SO COMPUNNAILSATI OF WOOD HIFT1.15,13' ATrANEL EDGES ANDAT Dt- ANCHORTOUE 17 0 1 INFIELD !NSTALLED WSINUSDI SET EPOIC, 7' Et"E"' T, DOOR OPENING ANCHOR ROD, DRILL GU.TEFNkTraE v INSTALL- AAHENPRESENT, WDIA ANDINSTal-l-S&PRON 2 qtjHE ITO '01, RrHD SET EPL,Xf, 7' EMBEI TPENT AND(2)lr.� I SOL 9 (.LTERNATlO.,, INSTILL I7'EEAEELBEFORE ) CONCRETE POURI IP" LBOLTBEFORE IP11RET1 11111, LC I "m Ems, ME, HOLD DOWNS SCALE 14 1 S G TOP PLATE REFER TO OHDRAL BRACIN6 PUN FOR ELEVATION HILL OF AREA I HUG REQUIRED TOP PLATE EHEOATOTN 7)I6"PL'OA 01-0 PRO SHEATH)AIALL ARE41 ABLUVE, SHEATHING Il ITH Ad COSAGIUN NCOLSNT SELulf,;,AND ADjACENT TU 7116, )PENINGSIA11TH PLYlAuP0 OF VC P AT PANEL ORB EA BLOL'ING, SHALL BE TYPDAI EDGES AND AT I- I HELD ULEDATALL WINDS. DISTA _INTAL APNDCAN TYPICAL 1,2'01A ANCHOR DOCRO SUING p PANELJIDNTS, 1MVERTICAL OPENING POOR AM DRILL ADD Ul I SIMPIG)N HTTI W 5A. MEN PRESENT, PANEL KONTS SHALL OCCIAR JER AHEN PEPSNO INSTALL,,! SIMPSON D;A ANCHLARBOGO I STUDS LEE WOMINION NAILS PRESEN ATHE'd BeTIP-OSE r EMBEDMENT tN9TFLLED VASMPSON SET EPDXY, 7'EMSEDWIT @ 4" 0 1 g PANEL EDGES AND 2"0CIN THE FIELD PEEAS' IR`'TAFL' .o O [ALTERNADIOLY.NISTCLL �l• A OA SON SURD 10 I�IIILT BEFOREGONIRETE -DR, A�TliL 'o 0 So 0 - ANDG)IA',FBQLT5 `G`ED` 61 E � BEFORE 71 . P No iR CONCRETE POLIB UF` k MOTE THE ELEVATION SUDAN IS FOR . . I �l 3f s A Nd� ILLUSTRWINE URPIGESONLYAND z — RD 0 cl: F — :3 cr (, DIFFER FROKIACTUAL C,OFIDITIONS x 0 J 0 izz, tN u- I 10' DlA ANCHOR RID, DRILLAND DISTILL m�,SRAPSOTI DETAIL D x uj BE EPDX(,7"Ef,13EEkE14T(ALTERIIATI�;EL INSTALL CONTINUOUSLY SHEATHED WALL x @ LOTS $FEPLANFORIII)LDDCW'IPIRCEPAENF l� 12T I -BOLT BEFORE Q: NC RETE POILIP) o _0 0 J_ i............. S,ALE NIS Z 'IT PETER TO LATERAL ERACir, FILM FOR E TENTOI-SHEATHINGREQUIRED TOP PLATE ELEVATION J rTUIAL ALLRA, I RU%4 I TYPIOAL (IKB 1�11 R a PRESEID) '�'U LG PTEN TO (THE6060t,H) -,'I I PER TIED I RHEN AISTRUCTI INS PRESENT) t ll DETAIL I INTERIOR SHEATHING DETAIL SCALE 'ITS THEFRIATION901, TIFFS FROMACTUA, PRI DIFFER L ,ONDTIOO NOTE: USE A lrff TlkcbSilk _ DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER 4'•WFANIMUM SCALE N T A DIP PLA IS INALL C( RIJERa, PANEL EDGE 4',0" NANIMIUM CLE14TIOPI LLOSESTTI, CORNER DID PLA r 7116L PLYI)GOOD CROS8 ELPIA I ON SHEATHING MIH ad WON NAILSAT PIE' P0 -4011) CA IISB 4'00 AT PANELEDGES X SHEA,ThINGAUFHaj I NINVINNRILSAT AND AT 12 0 0 IN FIELD P,OIIDE2XDLOCKINl 0 ILL -ND R 0 ED ICE 4' OR TPANELEOGES ATA]LHORZONTAL INSTALL SITIPOIG. _1 Did z AND AT 1, Z'OC It, FIELD PANEI-JuINTSryU" C r� EMBEDMENT IAT"EL" Co (f) > P IT EDGES' SHALL BE S. JALTERI INSTALL 132 DIA E-BOLT U.1 3: Ed > BACKED 114CLUDIIIG HCRICONT L JOINTS .2 OtA,NCT:)B ROD, GRILL AND INSTALL SlUrs') 1 OR ENIBEOWNH BEFORE FOUR] 0 z Ci "'I CH Orr OR IT All LL 8 ,, 301X RETE 9 0 FBOAEM" FROdOEIX SET EPDX, , T' EMEEMENT D�TE RtI� T IE1:f I� IA LL 1 0) (L A ELOOKINGATAIL jl LT�,,kEt ,01,Tll) INTO SIMPSONHTT4,ARS' U HOIZONTAL PANEL COPICRETEKUR) STUDS DUTCH MUST P14A]WHOR H)D, TINTS OR REASON DISOCHIL— SE RERIFORCED IARTH INSTl LED OtSiNICSON BE EPDX, , r EMBEDHENT) 1 4 NOT HED NTfC METAL STRAP ALTERNATIWELY, HIS OALL SIMPRO, STUDIO STUES IUST NOTCH K BEAR ON DIAGONAL IT BEFORE CON,RETEPOUTO BE REINFORCED TOTAL STRA P MATH 16 DEGREES OGN) F TO 3,000 PSI CONCRETE I 60 DEGREES PUPA)) NOTE SEE RD N F DR HOLD DOLAIN PIGPTEKENT SHEATH VRLL AREAS GOACESICON,RETI 45DECRIES Sp. ABOVE, r BEL OW TO DETAIL G ADUAPENTTC OPENINGS 60 DEGREES'NAS DETAIL A PERFORATED SHEARWALL CORNER DETAIL 4TH RI 1 GYPSUM SHEATHINGONPIFi PERFORATED SHEARWALL DETAIL SCALE NTS SIEES 2,BLOCKING SHALL SE INSTALLED AT ALL HOROOIJTal PANEL j OINT - AND IERFUCAL PANEL JOIJTSSHALI OCCURCAER STUDS USE 12" GAL/ RGCF NG FAIL OR STAPLE 1 DOLONG, OR 151 SLRE�IST, PC D OR S a r 7�' ,, I FOR EDGE AND FIELD AT NOTE [THMAO I'Ll SANILLI�OBLE �R SUBSPTIn IGII FOR C, s UP ,ITH, j SEEM I FOR ADPITI�CNAL F 0 F NITRI;LTEIN sHEA III WNTNIC`USLY ��Rl LIND CIE. "ED SILL OBIVE BELI�l, �'ND RE PIER I OPENING G, If ENETO) BRACE U I GF STR)GTdRALm; ALLSHEATH[t,GIREDU+BEL)OP,EOUAL PROWDE BLOCIING AT ALL HAS20PITAL EFAE84 IND IERTIKIL EDGEI3 Illb—OUS] !�Dle4 . ... 511aLL-0 CUROI,ERSTIIDS USE rK. it 1 L144 STEEL REARM NAILS OR71,U CRCLTN X 1 lD'UECt DO 11 ukU6E ,aUP, 0ALl,ANl_ D5TEELETAPLE$03 OC APANELEDUE$,NDRA0C -NFIELD MELECRE9."A, bEBUTTEO0P[_Af"ED3.d. !!A 1-1 2O.�, 'af W ;�:O I I, WHOM >> LATERAL BRACING DETAILS A%L TX FIRM REGISTRATION#: F-6417 A, warn u DTL a 1 JOB NUMBER 25-194307 PRANCING GENERAL NOTES I ENGPOEEREDCESI(ON I I THE EN61NEEREDDESIGNOF THIS $rRUGTUREWITTENDED TO MEE F THE FRAMING ENGiNEERED DESIGN REQUIREMENTS AS ISSUED B,THE OTlOFCRAPE\PNE,TEXAS 12 THE ENGINEERED DESIGNOF THIS STRUCTURE 13 DESIGNED FAR A BASIC 0;iNDCPEED t)FI15MPHPER]tITEF4ifi1101�4LRESIOEIITIAL C LOE,2021 EDITION 13 PER RIC RSNI I `THE ECTENT OF THE ENAINEEREDOES,74 "SHALL ONLY DEMONSTRATE C OMPLHN•CE J F THESE Wtjr,) INEN TIO NAL ELEMENTS nnAl 1OTHER 1CPUC,,8LE PROVISIONS AND BLAU- BE CTDAP,LF9t E H ITH THE PE RED RMQI,E OF THE %011) INHONIL F RA DIED SVS I ENV 14 ITEMS NOT CL',' ERE D OL THESE DRA P, WDS " L, PAN FAIR STRICT CO PPL SNCE I•WH TI iE I R T. 2 A000 SPECIFICATIONS I -' LSQ.Eq SKSUBESPF SILEGRADE HREOUNACENT 22 SI PLATE' SIALLBE PRESSURE TREATED V S , P S3 RAFTERS AHDJOSIS SHALLSE t i l P •lHIA A PODULUS IF EIUATICHSLE_"&AV")Qp` UNUEAl NOTECrTHERI'111E 24 ,E OFFS MID BEIM5,11HEN 9PECIFIED, SHALL HH64E 41NINUM 640DIJLUS AF EFESTIOT 1, E- 1AMICHO psl. AND TABULATED OENPIG STRESS, Fb-24)0 pK, LTILESS NuTED DITHIDAIDE 3 EXTERIORWALL BFLTC.INr, I I DDSSHEUREPIRESENTST EEXTENTOFTHE[LATERAL R, NG E1TON%WI(FFTHER1 THTERE,'REQRFASmHICHIAOUOT CONFORM IOTHSSECTION ENINEEREDSOICIPONSAS SID ',1111THE S,STEM 3 2 AL $TIRE 'T URAL PANEL CHEAT TO, j, LOCATED AS $HVLLN ON THEPLAN SHALL BETAS' THICK `LYI,,0)1- PRuSB PANELS 5144LL BESECURED TvFRAP[N15,m0U­I 112 LONGA66,1JOE ,;TAPLESORBdG,)MF4ONSSPnCEDAT3"Ou PRUUNDTHE EDGE ANDG"i 1, IN THE FIELD 33 R :: HOPIZONTI,l elf ChRIG MEMBER SHALL BE INSTALLED AT ALL NO CONICAL WET$ FOP. STRUCTURAL PAN EL, -"ODD SHE THEW 'HALL BE REFERRED TO FOR THE BRACING J LCOATIONS .14 IFSI PEON STP,`,tDEKAU.S ARE TO BE USED, CONSIDERATIO11 TN +<Vf'ROPFIATE _Fn A S I�LL SIPECDJ,'Tl MA; NOTBEINSFOCK 15 11HENDR! LINI INTO THE SLAB FORHOLDOci 14S CRAIL,11OR 711 CE PLY,ACv[, of OSS 481 C OMIY.N PRHMDE SOLID'X TOP PLATE T PLATE NATS@6"O C AT PANEL EDGES ANC@ BLOCKING BETVFEEN 12" 0 C IN FIELD HEADERS T]P PLATE ELEvA`fl(N LEV4_n, N ELE%(ATION Op E MIN ONEIFIJUL�HEIGHT STUD ROD ADD flONAL FULL HEIGHT E) 1,1,E1 R _L STUDSASSPACEPERIATEI A Z11 1% �F P�EJACKST` CRIPPLE JDS STUDS AS REQUIRED (TYP) 7 �11�1 FORS' HEIGHT '-H01A1UF. L0TE1R,EHKETE.1 FOE 1E0,DoR SF1R, HEIGHT AIliERM %11 HOT A1HlEDFORIYHEIGHT Uj HEADER HMPSON STEDIC, BINS, ALL MiRl S LEAD CROSS E60RE "CORETE POUR) E SEE PLAN FOR HATRIZONCIALPANE !)INTSjF HEADER TRANSITION 0 8 L CIjR,?,IT"N_'4 ZE (TYR REQUIRED, SIALL OC, BEAM q 1 r"DIA ANCHOR BOLT, OF RAID -HEIGHT PRMDEIX BLOCKING INSTALL Al SIMPSON SET 0 EP ID IRIS BOAS Se 'o o,' 16d SINKERS nD 3E C C ON EACH 21 THCUS E 7ESIBEDIDENT A R U` A (Rpl jr NA IA,ELY TI SIDE OF SEA -'E III ERIC /0 �ILTER r'MA J BOLT BEFORE Ad CNOELAN KING STUD FASTEN 2X PLATE TO 0 C CONCRETE POUR) m E, cr NAIL, 0 m. OIL E N THIS AREA 2 SIMPSON LITTIVA! 58'DIA AND HORBOLTS. INSTALL 1ATIHMPSON SET EPVV, IR EMBEDMENT (7" EMBEDMENT AFEN NO C UPS IS PRESENT) OUTSIDE FACE OF WALL NOTE RIDTHERMCI-PLY 15ANALLCIXASIL SUBSTITUTION F]ROSSUPLiVOOD SHEATHING THE USTEENFES& ATTICHNIENTPITTErN SHNLGEIN A CC ORD,,NCC WITH TABLE ON CFD+I SEE LFWI FIRRODIN010,1- INFORNATION 1SMP�80 127 1 EAC H END HEADERYSTI-12ROWS I I � _j _N FAR u- ATRAP 0111CUAL(TYP) �F 16d,"NKERS Sil Y0 C 11 9 REBAR INSTALLED x U, C MSTA30 - 11) NSTT SIMPSON I IHNID INSTILL �4 BFF'RF CONCRETE POUR x IN SHEARCONE PER W , Q SIMPSON INSTALLATON X 0 _0 REQUIREMENTS 0 DE. z sy 1 PO REBAR INSTALLED :, , I IN SHEAR CONE PER A ALTERNATIVE ATTACHEMENT SIMPSEN INSTALLA ION - TS IAANCHOR IT REQUESTED E I _T�'l 41 -1- TO FOUNDATION LLCI.NII�INTTILI -r-I S1,111111011 IET EF, _ ED ALTERNATIVELY, INSTALL 112"Elk JLBOLT C'EMBEIMEN11, BEFORE CONCRETE POUR] 12 111 N NOTE VZANGHOR BOLT IS NOT REQUIRED COHEN 2 SIMPSCIS H FTIS INSIDE FACE OF WALL HE R-ONT11, PRO TIFF TIC N ARE USED BRACED WALL PANEL BETWEEN GARAGE DOORS -WHEN HEADER NOT CONTINUOUS DETAIL J BUILT-UP PORTAL FRAME 61 ALE N 1 5 UNLESS NOTED OTHERWISE, FLOOR -TO -FLOOR SHEAR WALL PANEL STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY PN1EL[LCBEIT u.JPfl A ­SSAAIl 7 TFAPA LCA-K-1111 .C,P I I I -CA .11altiff. ,F111 l 1­'1­1ALII1 Yffiff".7-119"21.73effiellft M-1 1~ to �z —jv D T� SECTION A -A TYPICAL FLOOR -TO -FLOOR SHEARWALL. PANEL STRAP DETAIL SALE NTS A AKN­ I— QC ALTERNATIVE STAGGERED STUD STRAP DETAIL rt." L `01` A, DTL / 2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-194307 PERMETERtNIUNC TOO ALMMON N.IL:: AT 6" 0 r. . INTERIOR SUPPORT PWILMII; 10d COMMON NAILS AT 12") C YI fa RAFTERS xi BLCCNIPIG �� /,.•"P�, --C STUNG J LISTS LHMNE: FPA ING ELEVA1011 TYPICAL CHIMNEY WIND BRACING DETAIL SCALE', IT T S ti 2.4 COhINEC TED aul It 10i l''JMMON NAIL tT I _' 0 G SO BLOCK T,FIC>LATCORNERS G" 0 EACH SIDE `.- TOC,L EALII CARNES _'tl6" Pt 111I'OC'0 TO n5B TROUTS RERIME7ER, NAILL+NTH ILA •.OMMION t0[IS AT 6" 0 r ,@ P41EL at AND I T 0 C AT INTERIOR SUPPORTS SECTION Y-Y CNIhdIE'� FRAMIItJG PLnM KALE N T,S 3AAff` NSDSI.V14,51Pi50D SCREM' 51NTO EACH SIDE CF CI'QNEOFP ME Ai RAF IEP.AND ,EILIMB PENETRATIONS I � SECTION X-X C IIIMNEY FRAMING PLAN SCALE, TIT "L INTERSECTION POST CNP SEE SCHEC'UI-E HUU^CTF "T'INtERSECTONPO51 ir-DEPTHOF!OISrI -, CAP SEE SCHEDULE POST,"LUMN POST COLUMN SEE SHEET NnTE2 PUSS BASE sEEscHEDInE - POSTRASE SEE SCHEDULE INAI ROW POC INIi+LWITH SESONSETEPA_ .' _ t4" EMBELMaENf1' TYPICAL EXTERIOR POST ATTACHMENT DETAIL SCALE PI,T5 SEEPLANFOR HEAGERSCE 1 �Rtktli ECiURAL FaSCIA V2'0IA THRU RnLT— ,cHN"C.,; TYP _ _ ry� OF ENNG III n1w SFEELLINEL SEE SCHEDULE TYPICAL LEDGER ANGLE SUPPORT DETAIL SCALE Nis STJD BEYOND 1n" DIAANCHOR RED (i" EGEEOP:ENP @ 6'-0" WISHER uMO 'O,C N401+11MaUNCEMERIOR'a�,FLLIIt4E NUT REJD Old THIN 12" OF'WALi. CORNERS, AND AN HN 1" TO il'OF SILL PLATE BUFTJOINT3 DRILLA14D PRESSURETR.: FATED^SLL „_- PdSULLW GUPSCN SET EPOS', PALTERNAT,ELY PLATE (Ge S, I P Gr ECTLSQ INSTALL A -DOLTS BEFORE CA STING THE 9LEB, TCP OF CONCRETE ,IT F4aTION ' SEE SHEET NU TF2 ' iD ANENOR BOLTS E:{TEND SHEATHING 2 STUD SPACES TO u Ell, HIGH TOP PIATE SOL6N LSA3ntEiAIa ELEbAT19N of2-1 2 LfI.NTl PI ATE f � EL ON' BLOUNING / 013SHEATHIINCAl 056 SHEATHING �n!&d COUNT NAILS@6" O,C @PANEL EDGES AND _'"OC IN f. f' f FIET11 FIEL6 � (2)1-'OIA-NCHORBOLTS, I IT STALLED VGSTIOPSON SET GPcfx r (C SSN E.EEDN£NT, STOIC BEt'CNO ' SUITSON WA 14JDSILL ANCHORS@+-0"CC ANUtMUhdALONG EXTERIOR WILL NNE WITHIN 12" OF'•AALL CORNERS, AND'AITHiN 4"TO 12" PRESnURETREATEU^,SILL---- OFSTLL PLA FE BUTT JOINTS ONS DILL 6EFORE PLATE (#_' S Y P, cr EQUAL) V,STINO THE SlAEO G TGPUf (UPICRETE -' CLC.:R17017 „a Tit1E5 LOUDSILL ANr,UORS TYPICAL EXTERIOR WALL FILL PLATE ATTACHMENT DETAIL (USE METHOD (j) ar3m`;zSSIaI SCALE it r E POSTCOLUMN CONNECTION SCIICOULE (51P¢`SCNI PISTCAPS F+)ST SEE 'EVNTERSEI,nou ^T'INTERsccnou HOST 81,5E I'OSTSI=E L1:E4 EACH SIDE) ACT(EACH SIDE) IDIOT; 16)2. 40, 6:6 LCE4(B CHBOI, COS {EACH SIDE) ARIUSS LB 2, TS, 818 8118 6118 ABU88 6�2�6's 10 10 CCE+(EACH SIDE) C ILCE.I(EACH SIDE! CBIE0 (11)2'I0S 12 12 LGE4 PEACH SIOLD CIL1,E40EACII SIDE CBI21_ (6)'•i^', (HIT ES. i USE SItaPSON 11 , FINISH 0r LOST, AQLALALE1T FOR POST ITN PERMAl I SURE tF AU t LEEPRESSURETREAtED WMBE EN HR!NTIETIS LEE PRESSURE LUMBERHER PEBPdANENTLv C':PLSEO TO TH[EN'.IROIEaEP17 GENERAL FRAMING DETAILS TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE', IT 15 PRE APPRIONED S TRUC TURAL C ON%NEC TORS CROSS REFERENCE TABLE SIPiPSrTO {{{ SP tiFIJCTURAL SIMPSLN JSP;TFi JITPA STRONG TOE CONNEUTURS STRGPIO HE L,tltIEUTORS A11 MP.W tT',.12 tTS" ABUT+ PtTA44 LTPI MF4F "am. PALGB wax JUS^6 k',b PfiS-04 t a --1 JUPRI_ a" PBGw LI SOL 3 TURA, 3 CSI6 F5150 LOCAF IU523 Hi RTJ W'v_'8 2 JLA2N_ H4 RT3 LIJF^A3 �IUB26I I AMA HCAla LUS210 JU`:'TO HHUWI INPUT LUS21 U'_ JU52102 H HA`:t..1O THWIU LIS, IT, Jtis?I0-3 TANG HTT16 May Fn3 HTT2 AMC MST,' tST'2i HtEItxS HPC103 "PHI SPIT{b HU21_I HLC123 aPHO SPTHG I HJVB HU48 tbi Fi SIJiUl, MOAT t STtX) LSTA+ OR LSTAA "I IF. BUILT I W POSTS I BRICEI' 54L MOOD 6 OCES #OF HALTS PLATE 917E , 41, 4J" S1Ptt< 1 2:6 .d" PLP W_ 1 28 G" SOAPS 2 2, 10, V' SEP#' 2 207.12' SIP#-' 3 TX FIRM REGISTRATION#: F•6417 Ul Z ra w Q 8 .y, Z w - c F Y X m Q U�Qzs ra y20 0 W cr m X Q -j O r, m x X ° c ° O a O BE. _ z I. -Tv) F- Cr x Q w Q _ue 0~ i Y F 0 U w ¢ a w z ED BE) Q W tn� uj N U (L N m z Q a DTL13 JOB NUMBER 25-194307 J - ROOF RIDGE BEAM1.1 IT ROGE PLATE 4 Ub COMMON NAILS --_ — 4 10d C OHMON NAILS - WOE RAFTER t � Sri COLLAR 7IES'S ttT. 43'nG (Li•:A tE IN UPT'ER 16 Cc R•JOf RFFTERI COLLAR TIE CONNECTION DETAIL SriLE NTS ­-NAILHORZ-FOU LLEG OF JTRONGBACK NAIL,DROGTLLEG OF'--'• TO EACH OPLING JOIST rµ0ITI COMMONS S YET N; BACK TO RAFTER i a•414n Od C 06444u NS t ._CON UNUOUSr ct PY.^ S TRONGBACK LA } U"A4S"0C J` ELOCkING AS •. REOU FED -.;EILit10 ; 111TS ....__ fOPT1OfMU O NE GIHP;ON H4nt ECU,, AT 49"0C M14!t I:ML'44 DOUBLE HOCf RAFTER FE'GEPT I.:SE TRIPLE ROOF kilt MITTS SHLU RAPIER FOR TRIPLE G.'f 0 OR IARi,ER 6EAM'.] RAFTERS GGMM14ntl FAILS PER FlL'J­-: I GEILIHG BEAR (OPTIOtIu LIA S:hdPS01! N,alu, 1--.EmNG BEAR �-- RAFTER TAILS `t T`.............. NIy.4gER OF RrE:F RAFTER TUIt. — H 1Ad C•JMW10N NAILS T ROM rEILmG JOIST TO RAFTER"R -LILTED CEILU GS CUWL INSTALL ONE RAFTER TAIL UNDER CEILING JOIST i0PTIO WQ ONE SI44POOR SI0 �A F.=014RAFTER FRITTER SIZE IS BIGGER THAN _.6.APPLY N41tEft-L BEPInEEDRIFTERS VAULTED CEILING DETAIL SCALE NTS - - SUPER TO RAU_H RAFTERR_E c`,d v' 1 TBRACE -.FAIL FLANGE TO'o•E8 � FLANGE :A Od •COHM NS YCY 01 v t' GEC?IGNA RAFTERS-..,� R+FTERs _ --- -CElllflS BEAM RAFTER TAILS ---Rr~FTER TAILS TO TOP N144BERor PuESm DOUBLE FLY CEILING BEAhd 9LIPPCRT ALTERNATIVE DOUBLE PLY TELLING BEAM .FILIN" BEGIN SUPPORT �R- IF RAFTER SCE IS BIG GERiHUN 2'.o APPL', SH ETROCk RAILER ROOF SUPPORT JOIST DETAIL BETT•'EED RAFTERS SCALE N T S ti TRIPLE PLY CEILING BEAhd SUPPORT RANL 1EP DUAL LE; OF-'-'-, — FAIL HORCONTAT LEG O F STON,BUrK TO 5T•?t4;ByC4" TO RAFTER EA,LCEILiNUJGl$iup/r,�;pry4MGhIS .1 ;A and COMMDNS '�� r5(•NTIN000S ^_)^_n4 i.k �s'.•tl TRONOBAC6 { �! p`n 45' 0 t` f ,✓ fi LOG INS' ! REQUIRED �� GEIUNO :015 i S IF RAf TER 'LEE IF BI;;ER THAN —!OP ICNALt SI44PSCN HOW 0 :Oi,-PPb'HFETROCK HAILER EACH W`F TER BEES-EEN RAFTERS VAULTED CEILING wl CEILING JOIST PERPENDICULAR TO RAFTERS SCALE NTS — 4 1 All MIAGON NAILS FROM CEILING.IOIST TO RAFTER RAFTER ATTACHMENT TO TOP PLATE DETAIL SCALE NTS "T DR-Oih1' SITROULE HEIGHT REOUREMEN IS SECTIC•41 4-10 FT 24"'r GRITTING 4 gg !I-S F1 26r 14"P' EP,A;Itir, '�.;,,y"6 21-30 FT 2BA2•A^r'BRACING '1,3 71 1oTES i REFER TO SHEET DTL I FOR FFAMINO SENEGAL NOTES ? RAFTERS, RIDGES, KIPS AND IALLE'r', SHALL RE IC 5 r P a EQUAL 3 RiDNE,HIP,'r-yL:_Er, AND MUCH LOADS SHALL BE DISTRIBUTED TO 4atlS rc EEAMS EEIFn:B': "T 6RAGES REFER ifi "T6RACE 3.itECULE" ON THIS SHEET FOR SI=1hIO TIVE "T' 6RAi,ES SHULLBE INSTALLED AT Atilt GUE GREATER THAN 45 DESREES::IN714 THE HORIZON TAL BRACE PURLING A T 4-0"0C MA, 4- RAFTERSPANSEt EEUNGIP.,C SPANCHARTIUSTED ON SHEET FR3! 'CNN Tli (HE H HE RAFTEL CASE IT IS SHALL nE BRAGEC:'+:IIFi A PIJRLih! 4AATGFIING THE RAFTER. SIZE li IS BRA•'.IHG 5 THE ROOF SUPPORT FR04RIG IS DESIGNED TO SUPPORT-NASPHALT IT CGF.P0a111014 SHING HE ROOF y URA TIONS FROM THIS T. PE OF ROOF r0;4E 116 5'iSTEM MUST BE WHOSUT TO THE ATTENN SIT OF THE FRAMING ENGINEER OR RE DESIGN 10PTIUNAL: ONE HUTSON H3,T EGUFL IT W 0 C. 41OTE f40TCH:N RO i:f PJ;FTER ;'lli•ULD tlOTE':CEE[l IN OF it$ RAF TER GEPi H .ON Nis r"0R '_LF A IS'_,','ED'L'.'-4'T;a GCK T='N 2 z z Ul z w Q 8v. z x po G F Y X m m Q UDC? m m 0) m ED � m X o 04:' x u 0S x� ° O a O u- c z i^- ul _ F-" Q w Q 5 0~ i Y F 0 U w kCa wz Q m a w U o. N m z aavi DTL14 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-194307 J NOTES i REFER TO SHEET GTL I FOP, CENTRAL NOTES BRICK ON WOOD DETAILS l ALL FASTENERS (INCLUDING CONTAMMENCT MTH GIA35 PRE SSLPF T�AiFO �a+0 V0 SHALL BE i1GT DIPPE[I GALv`AtICEO tNORTEA RE,:OM1dMENOS Gi55 "ALv'ANCINO, ALLSIMPSOt1CONNECTORSINCC'NTnCT:a'ITH PRE SSL'RE TRE-,TED,'WD SHALL HIIE THE: MAI NNISH 3 BRDOIL�COO SUPPORTEEAMS ARE SEED T6 MEET UGOI DERECTIONCRITERIA A ALL ERR, SUPPGRT8EAM,SHALLBE4CS'i P A,EOUAL BRIO ORSTONE-, _. DR, HAM <AG SCREIRS TEELLHTEL.-- tJ,2"Lutillnj32"G t; HAS ,NAI!GrFl PARALLFLFRhndINCS11PPORT P::INTE0 PIN t PARK HEIGHT AB"+'E FEAR FCPSHEI SEE CNARi SPaf! f 2'O" 4'-0" o'-m n'U" iPt1" I WIC l5lUD ,..4'p" f .^.t,st31%R, Cl=,n's 4'-C'"<SPAN-E'-0" { r3G•R= I I.i}.M; �iutl'.; 'il_x; (Lro' �- -uTTAf,HItiTERIOR Ptt'TO EA"HSTUD'AHTHMINIMUAA SPAN s Ell' i3t:Ei5 t3�,8's SPIN IVV' tit'i'I, (3�l'�i�ty 13 .t 0's I�+Y•'!rs 4SIMO's i5Pt'_5 G12:i 0'S (.i,ri„s -Ys 3-'NJ;a,.30[� HU,NA, t<'M1AIH LEIJa lHi, MA�LEAtH tlt'-V SPAN 5 1^'0' ,3iv1,'.'s 1 rJ91— k :t '-C!l:.IiLLRGO NLrM PriIJIF[C =D IArEhfT RAFTERBr JOIST -DE IT PLY wHl H ] ISO � CGM1dM1dOhl tklLS¢EACH STUD PRESSURE TREATED BRICK SUPPORT BEAM BRICK AS JEER 1 I i f t 11 I f I 4 I I € I t I I t I d I I STUO'PoALL I 1 I I I { i I E I I I - B@OWG Ilc7T I i E I 1 I I t I I I I SHn;Nti F!TR 1 I I 1 f I I i ! f I GLn RITA * .-r:PIDAu,AALL SUPPORT BELOPS SHOP SUPPORT SEAM SPAN J. PRESSURE TREATED BRICK SUPPORT BEEMSEE SC HEOULE SECTION A -A P'; 4LE UP$ m:9LL STUD-. --PRIC RbTONE 5M 041. LAG SCREW A STEEL LINTEL, In 1 ^_' L CUT) L,i3_' O C, PANTEDAND FLAS!IED IFECHART ..' nlsr NAIL EACH PLY TOGETHER A112 R a1'S - N'L4 € O F I6d Gnhdd;TN NAIiS,R! i"' O C OFIN OCHENDOFEAC4IPL; O'DIGUMSINO PRESSURE TRE9TE 6RIGk _OOMOP TOE NAILSUM T3j Sd COMMON t(,E O HEF TRADER ELC'CNlhgi 6ETA'EEN h141LS J01iT5 Q, DIAM LAG BOLTS t4" LNG) tLT_'4" CI C Ti P -H 35 STEEL C 0 Q 0 Q RI3E-SEE HRC H PIA N _LEAR STAN 91N MIN BEARING LENGTH ....._P, TTIRALEAGH LEE, IF LINTEL BEARINGLENGTH ARCH CLEAR $PaN I( MNIPNMLINTEL S'I_£ AgINIMUh.1HEARING LENGTH SPANS. BO' L31.C:.31 P_; 114 41NCHES 6!,V , SPAN _- I^'-0' L6: 44IC 41NCHES f TYPICAL BRICK ARCH LINTEL ARCH CLEAR SPAN LESS THAN R•0": RIDGE BEaM�, OTHER RACK —. FWNING UEMFER ON DBL RAFTER OPPOSITE BRICK ON WOOD SUPPOR r BEAM TBRACESIPTORTEDED //+q, ETHIC PoAL L OR BEAM BELEA; IA" AVFR:.II STAN C EF FECTP'E SPµN"HEN PUT 40DRIONALTBRA,:ES FR1, HEDI A R170F SLOPE --- (SEE.RCHITE'ETURaL PLANS) PRESSLIRETREATED ADDITIONAL T-BRACE IS REQUIRED TO�- ©RICK SUPPORT REDUCE EFFECTINE SPA14 SUPPORTED B, BEAM SEE PLAN A STOD'OLALL LR6EAM BELONH EFFECTIVE SPAN TYPICAL DETAIL - BRICK ON WOOD RAFTER SUPPORT AT ROOF SG+LEN T S i STEEL LINTELS ARE OPTIONAL, FOR SELF-SUPP'JRTING MASONRY: 2, USE TYPE N MORTAR CEMENT PROPER SHORING AND AMPLE MORTAR SET TINIE ARE IMPERATIVE 3 EXPANSION IOINTS SHALL NOT OCCUR OVER THE ARCH OR WITHIN 5 OF EITHER SIDE OF THE ARCH OPENING 4 ATTACH 7116" OSR TO THE WOOD BRAIDS BACKING BEHIND THE ARCH AND CONTINUE A 1 AINIMUM OF 3' ON EITHER SIDE OF THE ARCH OPENING, USE 8d CONFUON NAILS @ 6" 0 C @ PANEL EDGES AND 12'0C IN THE FIELD - BRICK vENEER STUD Nt'>.LL t T BE'lIN![ NtT SH Q'A'N FGR AR1 -'I'LL SUPPORT BELOW "'ALLSTUL _.� t- BRI,tSTONE QK'NAM !AO 5,NBE rS .... IJIG."PON, GC. ATTµGHNNDE PLY AT FnGt STUD STEEL LINTEL;-�....y aH P,5f' PLAN LAa Si,RE;i'!S (o-Lola,) PAINTED AND --ATTACHEACHAGGITICTI LPL; AT FLASHED '.EE ExUi S rU0',vfMIN !1}i J] C]MNIGPI :HAFT e NUILS ' '-Li)m: PGfF FPAMING 1 \` MIN PRESSURE TREATED HP-6 f3EAM,,F APPLICABLE (SEE PLAN, FLOOR FRISCH, CAR HEADER IF APPLICABLE ISEE PLMR \ - STUD,111LLIF"Pi "OLE ISEE PLANS TYPICAL BRICK ON WOOD SUPPORT @a LOW ROOF SCALE NT,S ARCH CLEAR SPAN OF6-0" OR MORD 1. STEEL LINTELS ARE REQUIRED. SEE DETAIL BELOW, O, ATTACH IAG BOLTS TO SOLID WOOD HEADER OR BLOCKING 3, LINTEL SHALL BE PAINTED AND FLASHED !'NORTEX RECO OPtENDS 40-NIL RUBBERIZED ASPHALT FLASHING) -Al TO TX FIRM REGISTRATION#: F•6417 i Y F U U W kCa wz 3: ii n> z c ~ U a N m z aavi DTI. t 5 JOB NUMBER 25-194307 J ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE"a" - INSTALLATION SCHEDULE seEAmm1G ASTNERS TYPE SY'A: IHG BRAND PRODUCT LABEL PANELEU1,E INFIELD IAA CGOWN . LUX LEG, N. I;, GAUGE 3ALVANIZED ENERG)BRACE O10S"STRU':TURALBRAGE RED STEEL ST4PLESur No, ll r UGE, 1 IN"AU,ANFOD) 310,E 6"11, STEEL RO•OFPIGNAILS THEPM'IPL'f 0113, STRUCTURALGRADE RED SAME AS AGOOD 6°0C t'STORLABRAr,E1 SHEATHING ,x'O,C STAR STRUC 06231 RED SAMEASABOVlE 3"PIC B"n C„ TH[RM4PL'f '3, 137" SUPER STRENGTH BLUE WIEASAB,)!E 31A'D @"C'";, SHEATHING 711T ,ROA'N . I lr"LEG, No 15 GAUGE GALSANSEG FIBER BRACE 0500"STRUCTURAL NSA STEEL STAPLCSar to iJ GAUGE L IS' GALIANI'EG 31O,C 910c STEEL RFHFING NAILS TABLE 'TP � HNINIUM LONG IN OF P41EL FOR VARIOUS PLATE HEIGHT i SHEATHING BRAND PRODUCT LAPEL TOP POLE HEIGHTAJK'/E FLOOR MNHAWLENGTH OFPA14EL li <_ 10' 7'b, ENERGI' GRACE 'A WS" STRIIC,TFR,AL GRACE RED i'i' I H t^' H E 10' 1'6" iHER1d2Pt'f 0114"STRUGTURAL GRADE (SiuRhl8Rar,E) SHEATHING RED IO' IT _ tZ' 9'0" 12' . H . 14' 9'-0" 11 - 10' i'i," STIR STRUC 1615" RED 19 <H s i, S11, {{ s 10' T!, THERM2PLY RAY' SUPER STREIIG FIT SHEATHING BLUE 10' IT<_ i<' 9't1" FIBER GRACE 0500"STRUCTURAL NIA ii SH±i�' . IT . in' 9'R^ DENS GLASS E FALL' STRUCTURAL SILVER 16' " IT - i< 60, FIRTH RESTART BO `ES 1, E(tlF, THAT ENOUCH'APLL SPACE IS AV/AOME FOP, OSB PANEL SUBSTITUTI0f15 1 FHEHEIACILIC-LE(d•3THREVEE tI{ESE F'AtdELS SItALLf1E'/EREnGEED2 FG1 3 PTNELEACESfJW,BLBUITEDor L-PPD a PAr1ELR3EBMA16 ARM Dot L-DO CUR 0,ER SwI 5 ALL sERTIGAL PAM1IEL EDGES SHALL OC CUR O+IEP. SiW5 6 AEI-fIGPl�Of1TAt F'ArIEI EDOES SHALL BE BLOChEU„iT112+LLµdBER SIl' P8014 POWER SI.IIEDULE FOR NULFPLE PU, BEAMS Ara CEILING JOISTS LT PICIL UIIIFSS NOTED r' THER'•'rUE •3U PL,FNS MEMBERECE FACE MOUNT TOP R.,O BE LUS:L JB,L' !,FA LL1526 "_ 1HJI"62 Tf HLO'i,3 N14 =,. LUSY JBAE 2uS HUSH 2 Rmo2TF 1'F x U G-0A 31 LUSSI J821 2I0 LUBNIG_^ NUS210 IT ir}',tU HUJ 33 411010 STE L RAO JB11^_ ,NO 12 LUS216' 14U8212-'7 ;icn2 I HU__5uA HUi2-3TF NOTES 1 SCHEDULE RhSED ON UP POINT LUACC A"PI ED TO BEAMS )RJOISTS O :PEGWUTYREAM,LV't'S LSL,P'.L''1,1ll)41nHC,EFU•I,ILL EE G-LOD DUT ON Tt1E FLAN 3 REFER T']SIMPSON GATACTC FOR PIC fALLnTION "UIDEUNFS 4 HANGER SCHEDULE B ASED ON THE USE OF S r P LUMBER HEADER SCHEDULE of ,0211 RC, © TABLE"a PRO 11},R3C 712) 3 RTC? 7E ) I TES. PEFEP TO SHEET D11.1 PoRi,H1FRAt NOTES SLLFASTENEFR` INCLUDING NAILS, SGRIA+"O BOLTS, AND THREADED ROGSi AT r,CNTACT NnI7H PRES<URE iftEATED'u OGC, s't{=LL BE 1{GT DIPPED r,xl`++rUr'ED INORTE', REC ODUE; [S GILE 1, U1rtlf IN6, SLL SIMPSGN"WINE; TORS IN CONTACT IIrITN PRESSURE TREI•TE0', COO SHALLNAVE THE _-PV FINISH w I E I STEEL,NGLF. I �t PER TABLE ' / =Z I t I € I t I CLEAR SPAN t MCn-.4;]LBS,/FT SOUREST, LINTEL I CIEAH SPAr4 (FEE T; SCE 1 3 1 d 1 5 1 5 I 7 1 6 1 B 1 ID I IT I 12 7 IY 1 +4 I 1S 1 16 1 17 HEIGHT OF EF1'ih 31i2, 312, i%a Y 1 IS 10 B ? 1Lm 23 +5 S G 1 `XX' 5:lir, n:Y6 .I� _ 14 ? 6 5 3 " 2 I >< >< 0,4+.1+B 44i .i_ 2d 17 1C' 9 7 c 5 a ) 3 t4.iC f7'C CI IX3 =4 to 1x N e 7 a j STOr1E'60LB5 !FT SQUARED LINTEL "LEAK SF I!(GEEI BET 3 1 4 1 5 1 5€ 7 1 6 1^ 1 1( 1 ii 1 12 I 13 114 1 15 € 16 1 17 F1EIGHTOFsirHF I 1011A;A14 N 12 a,3tn,, 11d >1 IS' +0 5 8'd'9'9 * ' __ 16 11 7 5 4 S 1 " I,a+ 0 >< I>< }{ 15 11 B 6 1 4 3 '}e" >< 22i^ 3 ( t t b d 4 NOTES' A $TEEL ANGLE SIZES ARE BASED ON LHOO DEFLECTIGN 6RITERVt B REFER TO PLAN FOR AREAS!A'7 iH HIGHER CLEAR SPAN THAN 17' C CHART NOT.APPUCABLE FORGARAGE AREAS GEE PLAN) D, GABLE AREAS NOTINCLUCEC' ISEE PLAN) 22+6�d18'00 —IRCE"[ d IcHHEEIGH (--A T4'OSB i-RW\EEALESETH - - - - -- --- OFIJOISTFRAM1dII'Ni) E'UBFLOOR-- L+OUBLEL4.4+1 e!_';r€tr 7;;U aPV -r8 1ta"nSB 1 W6 TFEUWG7-RI2,8PO HIOP,- SUBFLOOR i""{1+M1d 50LT5 TIGNT aCAINSt EEAM �- -- - N' .. STRUT E4;FI SIDE ATT,I I, tll iE 5 l Cd O"Hol1 NAILS INS TALL­SHER`--/ ... ..... ............. .._._. ., PLEACH MIT y + { t ++ +++Y + �,O' rK,AMIOkEP.Bk4CE GP 18'OC 2CLEGOER FURROUTLEDIE I _B +-M'NIMUhd ,3t19A :OMM1dOhl NA0.3 UTTAFH TO BEAT AND kS PEOUIRED I UNDEREI•CHDIaaOrML STRUT ADJAGENFLOISTARTSHOHNI SECTION B-B LC C LEG'3ER In+:10J COIN NSUS tS 4"OG SCALE NTS INTERIOR A ES, IEll OR x, ITH AIDE ATO SELLING LOCATOR SCE :PAN OF II+CR EPJC'S OF:_ 4' 2' I NCM's G'4, N-PLSe. i ue 2 ENTFROR PoTH 01 FLOOR ABTIE IKAOER LO';ATION SIZE sIAII In+ C'FJACK ,TUC•S rl?w a'r' j J PiCT Y 6' I u,en�o", Sc•" I , OOL2't 6'S" I 2 INTFRIOR",''IN I I I', FLOCK ABODE HEADER L'4CA 10N `FOE SPAN p'iFJACR ,TUGS Z2BO YR 1 IJ?`8, I 116, 2 P)OL , E\tERir.RurITH LIT CLEAR SPAN Fi OOR aBn. E LU LOCATION BCE cWI AC!FJAGR STUDS �yHEADER PZ VO SO, _ OP48s TIP, _ P)2.1,,, 4'-&' _ GG r_•., 5 s' 3 I'QTE 1 HA HE+DER^PANS ACID SI�Es tl0T4OvEREDa80VrE i0 BE NC'TEP i'(lPv.N , SCES ANDSV-NS BASEL' FOR! S',P{IF OTHER SEE PLANT z, FRS-ITPL/Sir;CETHER.uuITH 18tl C=?MM1dOH r1A0.S u9.15"G G, ALONG EACH EDGE 4 AU HEARERSFA-LIOGUNDERA FLOORS OFFER NOT DESI'3NED B+BORTEN, ;1L,LLBE IRSFNED -ND S TFP Bi FLOOR 5, 5TEH NANIJFA:TURER TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS FRAMING DETAIL SCALE !11 S TX FIRM REGISTRATION#: F•6417 2 z U1 z W SC <r E z 8 Y X 0 Q U�Q cs y i 0 s 0 W m X Q _j O n m x uuj Xt w ° O a p LL c z Q w Q _,"a,0 ~ iR1--UUW -1 _,i w z m U) Q wm'Onw. 7 ~ �z U (L y z z Q a GFDi1 JOB NUMBER 25-194307 J NOTE: ti SHEATH' ALL AREAS ABOVE, BELGO� AND ADJACENTTO OPENINGS WITH O�Z" GT "SUNI T,­­ SHEA IIING ON BOTH SIDES N 11DATUI BLOCKING SHALL BE IN'TALLEDAT ALL HOBAZONTAL PANEL JOINT, AND vERTCAL P4NELJOINTS SHALL OCCUR Ov ER STUDS USE '0' GALV ROOFING NHL OR STAPLE x 15TLONCOOR15,R'SCRERS TYPE IN OR S A 1,- 0 C FOR EDGE ANDFIELD ORLETiNBRACE@ BOTH ENDS OFWALL RED T PLY IS AN ALLOWABLE SUBSTi M, ON FOR GYPS! ,M SHEATHINI,, SEE GFOI FOR NAILING PATTERN K OTHER REQUIREMENTS PRrOlDE BLOXNi ALL HORIZONTAL NOTE THE ELEVATION SIIC'AN IS FOR DIFFER FRODIACTIlk,;ONDITIONS RtFERTO[_AT EXTENT OF SHEATIlIPPi REWIND TYPI-.'AL HALOAAY OR ROOM TYPI,,4L DOOR NVHEN P El OPENING INHEN PRESENT) 11—DWO Bi lEl 1 T" FEE>fMiXi OR T­T-1111]Fn aM 1.10 " ­-N—FOAL, DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL IO-LE 'IT S REFMT0LAIER,F.O�Cft,PI_ANF0R SHEA TH BALL AREAS ABOVE F M ENT C F oFLA THING REQUIRED BELUGA. AND ADJACENT TO OPENINGS W TH PZ' GYPSUM 1­1 SHEATHING ON BOTH SIDES 21' 1, Jf_ '_IX BL'i SHALL BE INSTALLED AT ALL HCRIZONTAL PANELJORTS. ANOVERTICAL PANEL JOINTS SHALl /I OCCUR�IE STUDS USE IQ" IT TYPICAL f G ALV ROOFING NAILORSTAPLE HALL VAY 158, L,CvG OR 15H SCRONS OR TYPE,' ORS47FT C FOREDGE AND FIELD OR LET IN SPACE 1� l 'N Z� DOOR BOTH ENDS OF lAALL PRESENT] J CPENIN, A'.NEN RED T Y IS 111111110N R -PLY E P RESENT) FOR rYPIHUM FOR SHEATHING SEE 'HH NBULING PATTERN &OTHERREQUIRENIENTS PRO41DE BLIDCKING@ ALL HORZONTALKIINTS DOTE — --- — — — — — --- — — — — — — — — — — — — — — — -- HE-LUSTRATNEPURPOSESOLA-) aND MlY :DIFFER FROMACTDL CONDIFFICIIS TO 6DBOGPM',i­) DETAIL IU SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE W T 9 I 10 19: 1 V W A".] "ITTIN I lk Id Q: * Ell I T,P PLATE El EvATON INSTILL SlIllpsoll 1011 3' LG TITEN HO (110,65 Wil A ITHII 11, -0" 1 F BOTH END OF 'HALL DOR MFG S EJSTRU•' 1UNS 43110PSI 11).RETl TOP PLATE ELE,IhTICN V_ JF gL N 2 Ul ra a 8 2 o IX 0 s 2 X M 0) cl: H- `­ o W cr �� x LL :-,j 30: P tN x uj 0 XL @ o _0 0 U- a Z 'IT I-- x oz =o, R 1-- 0 ED W Luz 3: > 0 (L aavi IBD/l TX FIRM REGISTRATIOW F-6417 JOB NUMBER 25-194307 This design ;s provided as a courtesy to the builder and does NOT guarantee a camplele structural review of thus protect Neither lateral nor analysis has been considered All bearing conditions, connections, spanco s'c spacing, loading and product usages shall be venfled by the budder and engineer of record Thrs design shall be reviewed, vented and I approved by the builder, protect engineer and local building department prior to ordering materials I I 6, ee ENGINEERING WAS NOT PROVIDED TO DIXIEPLY IN THE EVENT Q THAT ENGINEERING IS COMPLETED SUBSEQUENTLY TO OUR _ LAYOUT IT IS THE RESPONSIBILITY OF THE FOR TO PROVIDE — -- `.': Q ON THIS INFORMATION TO DIXIEPLY OTHERWISE, DIXIEPLY IS NOT RESPONSIBLE FOR ANY FAILURES THAT MAY OCOUR DUE TO [ UNEXPECTED LOADS CREATED BY THE ENGINEERING §- v O Connecio, Summary } >� as p PIotID OIY Manur Product Flange [[ Hi 2 NA SDW226346314 SCREWS BX 50 Nan. [ H2 i S'mpson TO US] 28„4 None [[ H3 1 S'mpson HHUS4t0 None H4 8 Sngs.n IU5181I14 None DESIGNED FOR COMPOST I ION UNIFORM LOADING ¢�. H6 2 S og IUS2 37114 None SHINGLE ROOFING 40 PSF Ll E Iwo PSF DEAD DEFLECTION ell_ Proaucis DEFLECTION ( Pird!) Net Qry Product LOOu. Plies TOTAL LOAD t+240 DESIGN MEETS on EXCEEDS LIVE LOAD L1480 0 THE 2021 IRO GUIDING CODES g u F9 d 14'BUl 60w0s-I8 Ill " 1 14 W r (n ,ITT n , P ,Y1��, _ UI G F,I _ - 1 0 ---E3---� r,o--- „� - r, mytP'�,y� �I W W N Z rr sxc xsex or xscoxo 10 pox xpppxpxcp ""' �a - AppxovpLArouTpxtox sss sxssT pxlla ; oa m io coxsxci ox pox A4xAl ­UT1 t y1- r� be 2nd Floor Framing 25084 F07', ,°e a�,e, :� F Nm - BL FRAMER a F1 I Fi3-FI osJ o II III By MH ed4 25,6541 Sheet. 1/1 Nortex Foundation Designs, Ine texas Firm; Registration No: F-6417 4416 Keller flicks Road Fort Worth, I'X 76244 D Office: (817) 379-0866 infwlit nortexfoundation.com I I WITZ101 11 Building Department (Permitting Department) Attn: City of GRAPEVINE Builder: GRAHAM HART Reference: 2971 KOSSE COURT Lot: 18 BIk: 1 DOVE STATION GRAPEVINE, TX Plan Number- WALKER DS Warkorder ID: 24-193991 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. Ia I W, I I a fam # r-ol jym mit firg &I I# MILO] 0 MAJ I M a INN a 4 AM OrM, 11 OW4 t 14 E OW mgg I I IQ ga Em I arm to] OX01 MR A Imm, a maw, I, m -I It gy 4 a um n 14 r4flow i i i i i 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, Igor 1. Teplitskiy, P.E. y C� V X ............. RECEIVED: 1/27/2025 25-000311 2971 KOSSE COURT L'NEW SINGLE FAMILY RESIDENCE M 9 SPACES C 4-1114"'s J -B i` yy A F RS424 k —a I C j l )SOPPED I .. 3HO'✓JER'J/I I r3UILDER € € I { G ®—®,---� 8Sa2`1 A 44— I t € 6542: 1I ! ( It 3'-5�• { 3 c. t3..P14.. 1.1 73-541' ' I I I I 65421 y i i-f-=—'------1-I-- --- --Imo---^----r— I I Ij 11 1 it 1 II 6 I 1 i t I Saz 1 I I € IS -- ----- ._L---_-.-.- I--s42,j Tc I r S42VERIFY F 14 -- _ UROPhED 6UILbER 42 ....."""..,..f;'1 r7jilf 6542, I L6542, j I{ !C CI J j ! 41II ;II 3 #4's o+ TOP A F A $ BOTTOM !' SPECIAL FOUNDATION NOTES t THIS DRAWING IS PRIMARILY FOR BEAM AND GABLE PLACEMENT- THE CONTRACTOR IS REQUIRED TO COORDINATE THIS 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 C" 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 Estimated Materials Interior Lf- 360' Exterior LE - 209' Concrete YDG 1 fit womC.I. I ►r rf. , 25-000311 2971 KOSSE COURT NEW SINGLE FAMILY RESIDENCE .......I N... „ _.....,.... ....,.,..."„- ............ GEO ENGINEER H, i 'BEAM SCHEDULE N� TECH C247347 021262024 -�M O GEO-TECH REPORT DATE m c 91 ,C, na DR VAIN BY- DATE_ 121261<u4 TINT 10" 24" ct 93PIT scA E ' EXT 10" 24" .M ISIZE 2',4' so, r 12'-0° 1 a-4 Cattle Material List -101; Elongation +10P, Q1y I Cable iD I (in) I (in) I (In) 15 S42 12 6542 2 B543 5 S55 23l4 23r4' 3" 41/2 3118' "ita, 311s 51,8" 3318" 33'3" 3548 5518 4 BS65 2 555 2 BSG6 3 S67 _ EMS7 4ti2' 4 t2' 4T 43l4 43rA' 5118" 5118" 5118' 5114' 11W 5518' 5 5r8- 3 55S, I 53U I 5!f Total Cable Quantity 47 Total Cable Length 2404 TX FIRM REGISTRATIONM F-6417 GRAHAM HART VORTEX FOUNDATION DESIGNS4. INC. PLAN #: WALKER IDS 4416 KELLER HICKS ROAD DOVE STATION FORT WORTH, TX 76244 LOT:18 BLOCK:1 (817)379-0866 iii 2971 KOSSE COURT info@nortexfoundetion.Com j' GRAPEVINE. TX „ DESIGN I The, P-t= d-s"gs of the foundation Anonnon, he, been v,1,,t,d using acceptable ing, .... log pro tic, a d1dilg sonsideso ' 'n afthe latest is, , dot 'a a t to by the pool fi,desull hatIthi "Design and Cott of Post Tsm,imsd Slabs an Ground" --Veer hhobe11beamrigs an ,autbad ands e, are minimum raqu,Ceded to all.. the an,"u, aay'n" to- - I, mn,lh9� odsipacely perform The oddh is not eliminate soil ndI burro do, foundare, fl--e dinevitable diff-,14al movement I his design Ines -I alloA far ndroiPer dre-ge , a rise, located tod d.... than 1in,,, -full height to no foundation, Pp"ny e ros'nad, must be irralidn's so at allAnss and p anding pi -ad the foundsa, should dono, be allimd eI h to hooloolloth 4 UTINIm, Psce-robcscene, on .11 sides of the football astable court a A Pe -poor -p.rtsu, milse be performed by . Net- sp-artatiae or nannies do, MA TERIALS 1 1 Post " -,a eamad, greasy ,,in plastic sheathing Oland shall be In -ids, Nrth ASM "' 16 and shyou ;I be sirs 13 kips and an shared at 299 kip, Plastic sheathing an oil h eve o mroldhitrn Held- u40 rnI Al I, and are shell meet test ,rls'la established by the "t' I I 4-de ple,finsfinds for PoetI on string Materials', A or In all have a minimum cril no strength of 3000 psi at 28 day, Strands shall net be ofiroaded to final required form.nLI , canare so I, "'m I, a uni tritium of 2000 P , I " 4 Poet Tension recommends reconshm, final stressing volum 7-10 days site, pouring of round tion 5 Ml consentrana'] � o ofid-rg chnic trouthadlare glade and shall orift- FAP T M A515-60 C2-NglflqCT-ICLN 1 Al beams sit mId be stloonstad unless spatifild sh.me. by the gl,.t.ridtoar,span a All beams must ,tend 12' into n,dstv,b,d D11911) ser, or qn] udiradded in a-d.rue to the gedtd,hro'.g� rlsper!,id an the plan Beam depths may be sloped a, i,c.wiadditionaltet cadtb 34" without additional reinforcing ihau buds, depth a s,ead' 34 , a tt all 'G" far smonsmal dfi-sm"t b All fiflunder Slab must be companed to 94°F pf Stan daiG p,oHot AensitgAS T M -[id96 and mntorniin FHFHA sheet 79GG, aii fill loll underslab shah be p-ol in atop ddic-lbithe g,,td,h,,rdl,,p,,t,pAhoqbj-­ The sotl engineer shad certifp compaction of ilia fly soli 2 Partial inth,deaq, Kale,typs, sll,dl.d Fugernefinathisencourne,ed Pit, tops should be clean and - exposed - a sdrtdule for Fmae al to the po,-p'h cl, so 11 suco, donce ul...-.______hill_. did Las qda� 3 Final grading shall hail ....__ -_hill dons hon a sand a ron- pillar y momd at Wate i proofing a r ri hill -Residential l I ' "al Rl 2 for 1. thil of Pc,,a or otignati-I 8orlif" code 1807 3 for comirce-I snnd- afles, local codes ,, more stringent, Mfordam 10 . hol Pelidn' yl Split Pony at beams to avoid an 06,4% and Ps,,rt d,WWqn of g,du,dfl,o al,drods, No poly shall is bottom of b-ma 4 Site grading and "a be around the f-loran must be maintained at al limes in ,� s manner the surface a, ground upe, mein not collect under nanur a, adjacent to the slab 5 The bit ate, is -conedid. to advise_ owner of is oper foundation marnamql�, Meenod content -Il Is lisal con ,I,nl an ... 11, ,In -qld-ton to seasonal change. of taro and moisture .. 'diom, , ad I duticag. -, from slab is required tallness- the -'an'th", a,", foundation, 'I'mcms for deep D,.,b,ng I cas should not be located directly under -ni compadrod at bath oll et plumbing lines is required 11 TO sus sleeve Is Ini ad and a no " esp.. is, mare than , , If should be sea s,1 to protest bonding of ma,.,cood to maly MaximumU a Ipabod "'a, I dead and 1, -opanchorstlible C ,at, e pit be well b ... limited around all ends xI, ,old bearing faidume at time of stressingh z, mixtures and at Ocrith- an any harrodquantity that may have , comotul afraid on In, or, at ... sang steel a, cement Chlorides, adifites and nfore as royal not he used JU Sir, as"M pockets should be gem.d a,thin, Jays of In, final ,:rat,a, to otthe anchor and ,edge assembly 11 It - recommended to I- yal 0 bar, by 2-0 long a ita no, urna'a to old reg a INSTALLATION, -Al ------- shall 1, Installed I a minimum In of 4' required at,, afler, of ca, - to at tog of slam and q mno-m of 4' 12 a,a y From miners 2 a fa ten so, 'to from sm,no sadq canal Ol d rialls are c,quindarrisd) Fired anchors ""'D I pocket farmers to ""'d toms" Palo should attached ,!in 314� plarm- f,.,,fn,m board at amch- a not I.-merdad j PIqAI,, sit catMng mmdbe stepped a maximum of I"beh,,, - mm[ ,,he I a -mile 4 Strands must bz is atr 1 Itelseethmaximaximumens staining si end 'nobose se, " I .,aid live P , and 1. bru.-b emens ddoa and arat, d db- alhom swing pool 5 All strands and tarsshall be supported on hbaf,o not Is coxed 4 on tenter GENERAL 1 This drawing : plimeNly for beam and cable facuenhem The Oci 1, r,q,,,,d to hooPlude thj:,fgL,,dall.n pit, ,uh the -hadalal 1-In, far offsets,loop a, s penimits and insishad Items Contradat shall val all dfluensons a ad feed and dons before samormotion of slab An a, smiled, may ad odI is ma,, the, 6' to provide propel clAd-OA from pipe, 2 Slab shall be final stressed Ipploatudooly Ace, to tell days after pan, Ped's bidder, ' 7d hours star paur PIT reduce net cracks 0 nor on r - 1,st. h,,nk.,@. 3 chot.samfirg of the found anon, ind,ndfrg Jmpo math ovs-sed esp., barriers eyes, -11 d,drel, paranoiac drains, etc is not s,l.d.d in this d gh no esdi and a t - �e.spo ns,'b'dlty 1,nlkr ding the -da, and builder 't Ce to should b a Is n by owner and It Wer to ensure that saris have le"on moisture content bacrathe tornmal?n Is portion Ithe presence of dry o, vft sold v the foundation a poured, my mstriffirps to excessive found anon n ore d ,that in I a the " roth"' is ..... " .. .... T a or.. do asc a, �e t a', =rn oft, These do, sout far f-agen., move robol that m" Is. from any a a, sAtte;h-lims, I found to. 'an"d ;h­.uiWTpd1i WO ecommoldahous In any sch unp; If ttt-h;Ip III that the lguhdwwn'icaiciran' thirdly -A PRE,111UPIINSPECT ION FOR T1I1FO11BA1IO1 - "not be stsoch alshad by the desigh engine,, of record is, the fimmisti,ri, or , Anified too Rance All post tonech mae,nds to b, suppled by a post ten s:on institute c,mded fabricate, '00 NOT USE THIS PLAN TO SET FORM BOARDS' INSPECTION NOTES: 1 'myna red oriole must be present or so . 11, An job Ine an -pour rapod- 2 hours 'n a al_ Howeve r, ":,der pristine a pre I in as ad! . . , hoold be scheduled 24 de r, we will make .,,y demptte schedule ..a day aspilonotho .]led in before IF 00 a in thap,onons 0,P11 *Flha squind a 24 hour nodule ' Pra�pyur inspections must - doafter t rstallanon Is -uplate and at least 24 hours pis, to pouring connote foondsher, al dieditano ,rc isolated for dil ousted found,, an dbatgra. 'NORTEX INSPECTIONS CAN BE ORDERED AT$17,379.0866' NOTE! the use of these roms and perhodrome shall be aptru.d to the rY-I she for 1mc,h the, ne,a pupated I Its comment and a- Z'-pamm, 9 Josign documaht N null and void if no, accompanied by an cdOnal design ell agn,ud and sealed by h.�,:ngldso, of record y repro "'Ild to u :1 part, prohibited Tins plan and Is spe "ifica: , contain past, !story ',ols'l.1nn] 111, 1, any method, I, note or in Ecla lar"di and a. ad pe o" of N on. Found efle, Ds sig,, In o Fart lay nit, Te- SLAB CABLE 18' 0. z 0 1 4 'LOPE tt DRAPED BEAM CABLE ANCHOR PLACEMENT 2'4 O,ft' f 1EA1CACABLE 4'TO 8'CIA .ELC'PE -----? -PLAN - - - - - ,PULMSINGPIPE T &CHAIR - CENTER F BUAf2)eqTSABOVE PIANVi DA I (2) #4',s BEL,-A1 A PREFERRED ORIENTATION OF -D PIPE THROUGH BEAM DRCPPPDBRCK LEDGE DETAIL SLAB STRAND tic *cV, " L' BARS B gPo 24� Or, .POLYVINYL #4's HORIZ @ 12" 11 C, DRAPE 3" OFF BOTTOM #4's HORZ 16" (SEE PLAN SLAB STRAND 07OLYVIWL aoiDRAPE I" OFF BOTTOM ISEE PLAN) 'LAB STRAND POLYVINYL-/ DRAPE ' 3" OFF BOTTOM { SEE PLAN), 1041 SLAB STRAND 12" MAX 16 =LOPE FOLYVVI L REFER TO INTERIOR BEAM DETALIF REQUIRED @ FOR DEEP BEAMS,TYPi #4 'L' EARS,6 MIN 36' 24" 0 C MAX MID al ADD 2 d' EDTIF D >40' y -PElid g. ' DRAPE iSBE 11N) /POLYVINYL ADD *4'1 � BOT IF 34 1 D 1A0` BEAR MUST STND1 INTO UTTEXEDS2 L VEIRICRLEDIE IF REQUIRED SLAB STRAND P_V, IN TOP I'-'; -y7ER01 se #I @ 12" 1 - E .11"OLYMNYL 36'1 OFFSET In STANDARD Z� BAR DETAIL -36� SLAB STRAND A POLYVINYL "kLyyqNYL ��IPE #4 TOP, MID„ & BOTTCAI Cat 3" TT OFF BOOM CRQP>6` (SEE PLAN) DRAPE 3" OFF BOTTOM (SEE PLAN) SLAB STRAND n f6LYVINYIL _�DRAPE 3" TOFF BOTTOM R(SEE FLANi "RAND s 12 DRAPE 3" OFF BOTTOM ---APOLYVINYL ISEE PLAN) TX FIRM REGISTRATIONk F-6417 ti z iK g 0 T z 0 0 3:0 ad U. - 1 5as so F- 0 0 ar z 'r LL U:' a4 7 6 6 6 ¢ SF EET 2 of 2 JOB NUMBER 24-193991 LOT INFORMATION I FIN SH PAD 615.7 FINISH FTOCR 6167 AREA COVERAGE 1,C)1ARFA I =yI7SSF, PAZ' ARE,, 2545 SF SOD' AREA 262 SQ YRD COVERAGE 49"- FLAP WORK AREA FAD WALK I 3.1 si- �,Ty WALK 28 5F DRIVEWAY 396 SF APPROACH 85 3F IMPERVIOUS AREA TOTAI. 329 fl SIF FENCE LENGTH FRONT !0' rwooD REAR 5G-0 WOOD LErT 28'-7" WOOD RIC,HT I 34'-4 WOOD yI EST. DRIVEWAY 113% NORTH 50,OQ 6156 .*— x 6159.. PAD 6154 Porch 39 PROPOSED TW,, STOR° SINGLE FAM;LY RES^DENCE Lr) cn aft 41 614 3 1 -, 1 :614 8 20 P/L LEGEND cl HIRE I 'e'DRANT WOOD FENCE 1 '8 IRON FENCE 6131 1 6136 MASONRY FENCE 50-,rju AC RETAINING WAA 27 TC 613 4 EXPOSED BEAM TC 612.9 PAD 7 WATER METER 144114,H-444 SILT FFNCF I RASH BiN RECEIVED: 1/27/2025 25-000311 2971 KOSSE COURT NEW SINGLE FAMILY RESIDENCE WAr rt' �J,L t uI.Aic to c,q prove at final lrejzM LOT INFORMATION I FIN SH PAD 615.7 FINISH FTOCR 6167 AREA COVERAGE 1,C)l ARFA I 7S SF, PAZ' ARE,, 2545 SF SOD' AREA 262 SQ YRD COVERAGE 49"- FLAP WORK AREA FAD WALK 3.1 si- �,Ty WALK 28 5F DRIVEWAY 396 SF APPROACH 85 3F IMPERVIOUS AREA TOTAI. 329 fl SIF FENCE LENGTH FRONT !0' rwooD REAR 5G-0 WOOD LErT 28'-7" WOOD RIC,HT I 34'-4 WOOD EST. DRIVEWAY 113% NORTH 50,OQ 6156 .*— x 6159.. PAD 6154 Porch 39 PROPOSED TW,, STOR' SINGLE FAM;LY RES^DENCE Lr) cn aft 41 614 3 1 -, 1 :614 8 20 P/L LEGEND cl HIRE I 'e'DRANT WOOD FENCE 1 '8 IRON FENCE 6131 1 6136 MASONRY FENCE 50-,rju AC 27 RETAINING WA EXPOSED BEAM TC 612.9 TC 613,4 PAD WATER METER SILT FENCE I RASH BiN . .. .. . ................. .. ... ... .. RECEIVED: 1/27/2025 25-000311 ALE: I"= 20' 2971 KOSSE COURT NEW SINGLE FAMILY RESIDENCE 7AT 7)1 A L ilOVI- E? Ull 1, R �D F i 5