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HomeMy WebLinkAboutNSFR2025-001177RECEIVED: 3/31/2025 DATE OF ISSUANCE: 25-001177 IWPEV1NE, 1602 SILVERSIDE DRIVE Tg.. g NEW SINGLE FAMILY RESIDENCE PERMIT #: ELECTRONIC REVIEW BUILDING PERMIT APPLICATION JOB ADDRESS: SUITE # LOT: Lot 76R-1—B BLOCK: SUBDIVISIOA: $horecre.A Acr,�, BUILDING CONTRACTOR (company CURRENT MAILING ADDRESS: P.i; 776 CITY/STATE/ZIP: Gra:n,evjne T:` PROPERTY OWNER: CURRENT MAILING ADDRESS: P, Box 3776 CITY/ STATE/ZIEP: G,fai,=I:-v,ljj; ',,--7t.'099 PH:# ::176570234 Fax # PROJECTVALUE: FIRE SPRINKLERED? Y X WHAT TRADES WILL BE NEEDED? ELECTRIC X PLUMBING —i NAME OF BUSINESS: ji Land LL,, MECHANICAL X Total Square Footage under roof: 4668 Square Footage of alteration/addition: . . . ........ N 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 shalt be made available to the Building Department (required for new buildings, alterations and additions) 0 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for I & 2 family dwellings) L1 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 --i-j• r%e Derfairxred awdr �&AW4 - I the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood t at the issuance ot this permit does not grant or authorize any violation of any code or D ordinance of the City Of Grapevine. I FURTHERMORE UNERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: .-J ml. Idoski PHONE #: Mjfi5M34 EMAIL: anisa1, BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWiWd"IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Aj,!,roval to Issue Occupancy Grou, Fire S i �rinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbini,. Zonin�.: Building Width: Rear: �7 Mechanical i Occu; anc� Load: t,;rease Trap, Right: Hood Plan Review Approval- Date: Building Permit Fee: .. . .......... . Site Plan Approval: )- Date Plan Review Fee: Fire Departm Date: Lot Drainage Fee: 4:: PublicsDepartment: Date: Sent: ewer Availability Rate: Health De! artment: Date: Water Availabilit,. Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 0:1FORMS0SPERMITAPPLOATIONS 1102-Rev.11104,5/06,2107,11109,4111,2119 ADDRESS 1602 Silverside Dr. Grapevine, TX 76051 LEGAL Shorecrest Acres Lot 76R-1-B PERMIT HOLDER Triston dritan Ida Ji land llc (817) 715-0194 COLLABORATORS •Triston dritan Ida Ji land llc (817) 715-0194 OWNERS •Ji Land Llc INSPECTIONS 13 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 8. Building Drive Approach 9. Sidewalk Inspection 10. Building Termite Verification 11. Building Energy Code 12. Lot Drainage Inspection 13. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Jimmy Idoski **APPLICANT PHONE NUMBER 8176570234 APPLICANT E-MAIL VALUATION 400000 Square Footage 4668 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENT - LOT DRAINAGE PLOT PLAN (CITY STAFF USE ONLY)LOT DRAINAGE REVIEW.pdf DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 CONSTRUCTION PLAN.pdf, LOT DRAINAGE.pdf PUBLIC WORKS FEE PAYMENTS RECORD OF FEES.pdf, Finance proof of payment.pdf * ZONING DISTRICT R-7.5 APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE MECHANICAL YES APPROVED TO ISSUE PLUMBING YES SETBACK: FRONT 30 SETBACK: LEFT 6 SETBACK: REAR 25 SETBACK: RIGHT 6 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Single Family Residence Project # 25-001177 Project Description: Construct New Single Family Residence [ELECTRONIC REVIEW] Issued on: 05/28/2025 at 5:46 PM MYGOV.US 25-001177, 05/28/2025 at 5:46 PM Issued by: Connie Cook Page 1/3 INFORMATION FIELDS FEE TOTAL PAID DUE **Building Permit Fee, R-3 (New Construction) SF $ 2,567.40 $ 2,567.40 $ 2,567.40 TOTALS $ 2,567.40 $ 2,567.40 $ 0.00 READ AND SIGN 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). May 28, 2025 Signature Date City of Grapevine Building - Single Family Residence Project # 25-001177 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. ** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND MYGOV.US 25-001177, 05/28/2025 at 5:46 PM Issued by: Connie Cook Page 2/3 Nortex Foundation Designs, Inc 4'exas Finn Registration No: F-6417 4416 Keller [ticks Road Fort Worth, TX 76244 Office: (817) 379-0866 January 7, 2025 Attn: Building Department (Permitting Department) City of GRAPEVINE 1:0111 Reference: 1602 SILVERSIDE DRIVE Lot- 76R Blk: 1B SHORECREST GRAPEVINE, TX Plan Number- SPEC 2 Workorder ID: 25-194172 The foundation plan for the above referenced location has been designed using acceptable engineering practices in accordance with the Criteria for Selection and DesiRn of Residential Slabs -on -Ground: Brab No. 33: WRI TF 700-R-03 Update and the American Concrete Institute's Buildi g Code Requirements for Reinforced Concrete (ACI-318) and, in addition, following recommendations of Post -Tensioning Institute's Design and Construction of Post -Tensioned Slabs-on-G round, The above referenced foundation was also designed in accordance with the 2021 International Residential code. The geotechnical soil evaluation was not provided for this location. Therefore, Table R401,4.1 "Presumptive Load -Bearing Values of Foundation Materials" from the 2021 International Residential code has been used for determining the bearing capacities of the soils. in addition, this design is based on the recommendations provided in 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. This founclation was designed in accordance with table R401.4.1 form 2011 International Redientiat Code and accofding to the USDA existing soils characteristics gradation. 31.40' 2WODER TO PROViDE TS H EE TS A T WSPECTON THE STRUC711RAL ENGWEER VT W R)l \VTK C0MSTVWTKM HOUR% NVANDAY SAWWAYON, k Y W5 ARTIK PERAMI I Lit CAT `,OJADAY JuNInG no 50L . wl Wf TWFEI PONS Ad,,. P' WIT'S BE REGIU1RED. 71'Z -SWillvo IDS THE RC&p="l&UTQF THE r SK3 C ')F4 TRAM OR TO !AVEPLAkDREOEOEDAUDTHE".3,,,"LONG NOtE . . ......... .. 1602 Silverside Dr .... . ..... .. . .... SOME D12OWS ANU BE W*0D C) T, 7 I ob r ul R 7 U;WEC 010 BY A CAN! 010 ENERUY "NiTH $F;,. V PLA?N1 -KVdEW AND THE ENERGY COUE ADOPTED By THE STP IE ISAAi..' 70, THE F)R Vr 'F E',3,FF 111. 1. VIM 1 r J "ITY %?-'T—V;a-0 Pt CFPPT G2 F, T G R"VEV, Kv CODE: INTERNATIONAL RESIDENTIAL CODE EDITION: 2021 CITY/MUNICIPALITY: GRAPEVINE, TEXAS BASIC WIND SPEED: 115MPH GRND SNOW LOAD: 5PSF TABLE OF CONTENTS PAGE# I DESCRIPTION LB -la I st FLOOR LATERAL BRACING PLAN LB -lb 2nd FLOOR LATERAL BRACING PLAN DTL-1 LATERAL BRACING DETAILS DTL-2 STANDARD DETAILS DTL-3 STANDARD DETAILS GFD-1 GENERAL FRAMING DETAILS IBD-1 INTERIOR BRACING DETAIL REV. DATE I ENGINEERED DESIGN 11 THE ENOINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENDINEERED DESGN REQUIREMENTS AS SSUDED BY THE CITY; COUNTY OF GRAPEVINE, TEXAS 12 THE EN(iNEERED DESW311 OF THIS STRUCTURE IS DESIGNED FORA 13ASICMND SPEED OF PER INTERNAHONALRESIDENTIALCODE 2021 EDITION 13 PER IRC R301 13 THE EXTENT OF THE ENGINEERED DESIGN SHALL ONLY DEMONSTRATE, COMPLIANCE OF THESE NONCONVENTIONAL ELEMENTS N,.1TH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS 1,4 ITEMS NOT COVERED ON THESE DRA),MINGS SHALL MAINTAIN STRICT COMPLIANCE WITH THE I R C i nr@e fJNF ui .J W w , C) a W (a C) Q 6 Z cr W o' 2 IL (L 0 C TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 25-194173 — 11111URCE—T B-BIDULE 11 �3 IIII ou - ------- -------- II ER COUNT 53 ---- - --- - - - - ell �j ml U'01'.D v HGI, TH! 1 U; J447 4 [At� 44 74�1 E V� JOB NUMBER 24 IW72 PAGE 1 If SHEET NOTES I ATTACH EXTERIOR POST IF PRESENT) TO F ON NOADON BELO)MAND TO FRAMING ABOVE ASIR THE TYPICAL DETAIL ON SHEET DTL�3 2 INSTALL F OORJO-FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET OTL 2 3 FOR GENERAL NOTES, SEE SHEET DTL-2 4 FORLATERAL BRACING DETAILS &DESCRIPTIONS, SEE SHEETS DTL.I. DTL2 &DTL-3 INS ALLHE.DO)NNSAT INDICATED LOCATIONS HOLD D.'-NOT NECESSARY - 'HIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT 4 .7 IL �'j L -Li A- D 11 D I li I-E -1 ......... D D lst FLOQU�-U-TE'"t-RZIGIUG PLAIJ g z E C, z 0 �Q 0 U) 8.2 y Ch z —0 c o iI X. LL 3: = x Lu 0 w 0 _0 0 u- a Z w m> -j .j m o wz to -03 w z w CE > x Q� w UJ C) p a. Lo LB la TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 25-194173 TOP PLATE TIP PLATE ELEVATOR FLE-TION 711` PC A*00 068 SHEATHING AITH SO A16' FL.AKOD 0, OSB SHEATH PALL REAS ABO,E. lu'l TNNNLSATCOC SHEA111INGLAOTHBUI SET'& AND AP,ACPfTTB­ Y'SUIPSON FITT4,W5,T, I ArPANEl_,EDGESANDGT COIRRAON NALSIT XPENINGSWITH7110' "LMOLDD— OFAANCHORBOLT 12' 0 C HELD R 0 1, AT P-14EL BLOCKING SHALL BE INSTA LED ASEF VION I VAND, run, �ADODOIft EDGES AND AT I— HIRT � LLED AT -LL IT 11RIZONTAL SIT E,o`G P (TCEDMENT, DOOR OP ENMG —1.2' biI ANCHOR RLD DRILL 5 DOCROPEEONG 0 C �N FIELD PA,ELJOTAT AtUVERTICAL CLTERHAT L�,!N'TALIC—, ENHEN PRESENT) ,�_Sj6p L , ANDINSTA L ISINIPSON WHEN PRESENTj p _L JO�NTR SHALL O. CUR OVER L A z STO , SON BIG AND Y SET 7" HIBEDMENT E RHEA, E DR ANCHOR BOLT, 8 THUS UGFWOA ACRNADS OIL UT LBOUTS BEFORE (7 EKBRD) 9 OPI-TERNATIFELV, INSTILL -,Lt PEARS, R,V V IR PANEL E LIFE IND INST OAOS' Q -,v E C ONCRETE FOUR] 1.2' �BOLT BEFORE SET EPDXY, 7'EMBEDEENT. faR 12' 0 N THE FIELD to C1114CRETE POURI LF (ATERNATIVE INSTALL z m -x 2 WADS, N DI R EI AND CE `6� D"'ONT, E ON, F, QXICR f MOTE THE FLEIRLIR SHCAU 11 FOR z 111 ISTRITI, E PURPOSES OP411 11411*)' DIPPERFRIM-COI-LCOID)LDINS SZ - ED, x 0 LL - R �; DETAIL N 1,12 DIAAti,�'HORRID,DRILLANDItISTALLwl�lt,,PSON 0 x Lu P_ SET EPOV, PENBEDVENT tALTERNATIVEIS, INSTALL i: WTE '�R WALL( ALL STIFFENER PANEL 1.7'J-BOLT BEFORE CCNCRETE ALPS, SEE PLAN FOR HOLD DOYRN fLAEPACNT o —0 0 u. a w/ (2) HOLD DOWNS Z *,J' SCALE IT a DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER 4'CO` MIRIMUNI REFER F)I_FTERALERA(DIGlI_INFFR EXTENT OF SHEATHING REOUIPED SCALE [I I A TCPPGTE K IM RCRITERG,PANELEDGE ELEVATION 4-C," MINIMUM A CLOSEST TO Of RNER TOPPLATE 7JR, PL�CIOCO CROSIB w ELEVATION A TOP PT SHEATHING ALTH�d > " -68 COMBION HILLS IT 7VI PLY AOID R SHEBIH;NG 111THERd �r 0 C AT PANEL EDGES ANDATI? OR, INFIELD G OLSON PHIL S AT PRO1ID1 X BLOCKING UOU IA All, FAR ROD, DRILL A BY U, Ed _j 1"Ll u1j 00 0 4: QC.ATPINELEDGES SEALER _ONDFL �RRE ADD AT 12" 11 C INFIELD. PA14EL Nis INITAILLVAISINBSON SET TERMOTERICENTIALTERNALIE C) u _5 ui f SE, ca cj� > Z IF EDOESSHEALLBE L INSTALL 1,T DIA J -FACT Qi 53 Ed C) 51 0. TYPICAL f DO DEEP INCLUDING V2" DA,NCHOR RCD, DRILL JODAFS 14 IN[) fNRT,,LL,CSIR4PSON OR X BEFORE P"ENUIDNENT) CONCRETE DOUBT a: I- RO-JIM 1; P,", IR 'CIRC -TRIAL ITICH CCIUR 114 ISALLS a. U) NGI INST -ALL SINIPSON Q" 6' 0" R I FE: ILA I 112 X L� TE NAI,VELY,]NSTAILCa SO PRESENT) RESENT) b, TITEN HDOL-61060011i BL-11 FINCA T, 1,2" LBOLTSEFORD 1, MOTCLED INTO Y 4 'ITT, I� ? _ � AB11111T, OR ROD. e A, TW� I PER PFG INSIRU,T]ONS S CA' CONCRETE POUIR STUDS NOTIH MUST "A, GEAR DACOUALIr— BE REINFORCED FTH INSTALLED 1,S]NIPSIN C - SET U'11111EDLIENT, 1 4 N,TCHED NTr1 DIET L STRAP 111APION ETHIC 11 STUDS NOTCH RE BEAR ON PIG REINFORO O"ITH BE ED A5U[GREE3D1;G) 1EICRECOPWRETE PCURI 3,000 PSI PETAL STRAP K, TO CONCRETE RE DEGREES N4,X j !JOTF. EEPIDISFORHO]ODDA44PLACCNENT EATH WALL SHAREAS 300CPSICANCRETE 4A DEGREES PHIL I- DETAIL G AB11,E BELC'k ,DjACENTTC OMN'14'35 TO 60 BE TREES INIA, L DETAIL A PERFORATED SHEARWALL CORNER DETAIL DETAIL I IMTH 1.12'137PS SHEATHING ON`B`Q�T PERFORATED SHEARWALL DETAIL $IALE NIS INTERIOR SHEATHING DETAIL SIEES, 2, BLOCKIN' 5111LIF - FEINSTILLED�T SCALE N f SOUP: SCALE N TO PARALL HORVOUT,! - EL J`I`TS' IF PANEL RED I E LUISC PLO IS -N�LLA�4611 AS AND GERTIC JrMYTSSHALLOCCIIROvER A.&ITIOULF-111 FOR OUSPUY1,101) SHEATHR ' SEE GFID I POP &PARIS STUDS USE V? FALJ LOIRWTON NOT WIT, �,NG NAIL CR STAPLE. 'HEFff"I'llLXTO��, 14"FOR 1 GO LONG OR IF ft 'T 'S AIIIE PNRPOE,' GNILI ASO UPFERFPOMACTLIUCON6,TIONS S rREEWST+PFIk.jRSATj' 'I FOR EDGE IRS FIELD I REAMOUNTINUOUSLY -RCUNDCUEOEDn'ALLS,BOIIE BE ... .... STRUCTGER,L "LLSHEATTRINC, (RED L-BEL) OR ECUAL BMJ ING AT �11_ FACES :ND VERUKTAL EDGE mSHAILLOCLUR OVER STUDS USE NO It 'AU6-E 1 PV SALVhNi STEEL ROOFING FRALS OR 71, A STEEL STAPLES CO ? OCESPANEL EDGESANDOR(IC ;NFlELOPA, IELErrESMASBEBIJTTEVORL PPEPI'4" HE MINIMUM NOTE: DTL 11 USE A METALLISCANNER TO LOCATE EXISTING CABLES LATERAL BRACING DETAILS TX FIRM REGISTRATIOW: F-6417 JOB NUM13ER 25-194173 FRAPAING GENERAL NOTES I ENGINEEREDCESIGN I I PIE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREVE PITS AS ISSUED BC THE CIFY OF GRAPEVINE, TEXAS 13 THEENGINEEREDDESIANOF THISIlITRUCTUREISDABIGNEDFR BA,;P m,itIDSPEED Or!15MPMERINTER( ,T,OtWt RESIDENTIAL 00i EDITION 1 3 RER SR' LOU 1 2 THE EsTENT OF THE EPUHNEEREDDE�Ajtl "SHALL ONI-s DEMUI PALPATE 101"PLANCE OF PUEEE NONFOSIEN1 01PILELEIIENTS-ITH OTHER PPUVTAULE PROVISIONS' 410SHALL UE CONPIFIBLEH ITHIHE PERFA ROAD CE OFTUE ION"ENTIONALFRAMED STSTEW' 14 ITEMS NOT COIERET OR THESE DRA",INGS SHAN-ILAINT.4N EIROT VITUTHE RC 1, PEOCID SPEOFICATONS, 21 ALLSTUD$ $ALLBESPF STUDGADOE OREQUIPIALEUT 2_ 'P_ PIVATES SHA'L. BE PRESSURE TREATED 12 8 e A 23 RAFTERS AND LASTS $HILL BE AN 3 t A ri THN A PRO UJI IS OF E Ui E=I,Oii psi UNLESS LATER OTHEFAilISE 74 H ADDEO ANN BEAMS, OJEN SPECIFIED, SHALL PART'S A MINIMUM MODULUS OF E1_A5N CITY, E-1,R)NOW psi, AND TABULATEOSENDIPASTRESS, F1, 2UNUAA, UfEESSNI 3 EXTERIORINALLBRACING 31 Tii���,IEETREPKSErTSTHECKTEtITOFTfiELATERIL EPA TWNIGH NEEDS TO BE [PIS TALLED TO GOWPL , 1, ITH SEGTIONWORICOFHER' nNFORMWTHISSECTION POHNEEREDSOL TIONSAS SHOO"" I ITH THE S, STEEL 32 ALL STRUCTURAL PINEL SHEATHIN", LOCATED AS SHLINN ON PANELS STAPLES OR 80 COMMONS SPkTIEDAT 3'0 C AROUND THE EDGE -NDROC UITHE FIELD 33 A2PIP)RAi`iNTLLSL GFIPJI,44EF4BERSIIALLBEINSTALLEDAT , 'LL HE 'RIZO 4TAL JOISTS FOR STPLICTURAL PAPIELPLOOD SHE THOT, THE NOSCING PIN AN SHO"NiSTITHIS AHEr SW LLBEPEFERREETCIFI,STHE BRACING L,.'CuT[011S 34 IFSI PCONSTFICUO11PILLS ARE To BE USED CONSIDERATION 3HuLL BE U',EN TO PLACING THE ORDER si� TH APPROPRIATE LEA[ NOT BEII ?6 1 HENORILUNG INTO THE SLID FORHOLOOIN6 ORANCHOR BOLTS CAPE SHCUU, BE Far Eli TO AVOID DANIQL OF PUN T-TENSIfRFDf;,BLEA FOR PLATE ELEVA T1 ON WD 0 HEADER ACROSS ALL OF - THE JACK ME$ 8d 1, IIAH� SALE @ 3 C, C E "I TI ARE, 'ITS'PLYAVOCD w iTS8 a48,1COMION FROI ' IGE S,iLIOCX A PLAT NhILS@6­,`­ AT PANEL EDGES ANDO BLO,UKfNr BEPAPEEN TR --------- G FIELD HEADERS TOP PLATE ELEVATION IN FIELDELEvATIOPA ONE FALL HEIGHT , HO STUD, A D D ADAS D PHO N AL F1 I ILL -H Fir AT —CRTILE11I ASREQUIREDOYPI A OSB TO A��,;D I FOR 00 6TR P S N FORS'PEIGHT "ALLALT TO FUE�O S" HIS FORNPRiGHT ON' POP FOR IO'HEIIHT Al HE TH I CAN NO T BE AGHPNIEF b FOR STRIP ACROSS BEFORE C UNGRETE POUR) E . 0 ITHEDL SHILL LOCI. A IVIIHIN24" SEAM SIZE ITYP HEADER TRANSMON 2. STHDIO (INSTALL HEACER 'P7QNlIL 11111L P111ITI, 11 SEE PLAN RULE IG' DIA ANCHOR BOUT. INSTALL W SIMI SET Z D� So OF P 1-HEGHI PROVIDE2\BIOCSING 0 T 'TI6dO1JKERS@3'OC ONRACH "GUIJACKSTUES SIDE CFSDACl TT 4 ��-�EACHENDOFM 11�DIDIDDL11 0 POUR) KING STUD FASTEN ZK PLATE TO -Al x o LLj 91APSON MST27 EACHEND HEADERITAT-12 ROANS I _1 STRAPS L, EGUAL M'P) (IF IPAJ SINKERS @ 3' C ED 0 ,2) META30 , 1) V6T'E 2,SIKIPSCIN STHDIP) INSTALL it A(Wy 2-SIPIPSON HT14 AS, DIR It! INSTALLED BEFORE CONCRETE POUR? HEIR DEBAR PER A XHARSOLTS INSTALL S'ISPS 'S o INSP� LATICLI 0 t UOSIMPATIN SET EPEXY, 10 REriU IREl.ISNTS EPAPEDMI ESVISEDNIENT Z A' DEBAR PIST�LED PADEN TO CURB IS PRESENT? _ALTERNATIVE ATTACHEMENT A I SIR E PER SHEAR NIPS ON INSTALLATION z R C Q'Ji EE4ENTS DIA INCHOR D OF DRILL AIR INSTALL R Oi SIMPRON SET E PDXY, 7' EMBEDSJUNT JAL TERNA TIV EJO, IN STA 11 112' Did ISOLT TO FOUNDATION C,"EMBEDINUENT. BEFORE CONCRETE POUR] OUTSIDE FACE OF WALL 2.�NN NOTE liz' INITIOR .1 1111 INSIDE FACE OF WALL -SA,1P5&I HTTTS RE HIRED 10EN 2 A RE USED PUTBROVITSE. PROJEC Tills PUTDROVITAl PRO w > BRACED WALL PANEL BETWEEN GARAGE DOORS i W, 0U01 WHEN HEADER NOT CONTINUOUS OL Ll 1"0 N TE (s) C3 - US GS z By 03 CE REOTHERVOPLU SANALL&AABL DETAIL J x QI Lul LLJ C) p ry SUBSTITUTICIAFORTOSBAPILMOOD SHEATHING THE FASTENERS 9 BUILT-UP PORTAL FRAME a: " ATTIC[ ME14T PATTERN SHALL BE III O. IS) uCCORDANCE A-ITH TABLE ONGTOMSEE OALE N 1 8 UNj GFEEI FCIRADDITIC41AL ED3ROATION UNLESS NOTED OTHERVNISE, FLOOR-TO-PLOOR 'HEAR WALL PANEL PIN A= STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY El P;� A 7 HILL /r-PLA- A POTAI D 'A A ii'-PLA EAs 11TIAN .5A 11.H­ E, E, P.1V11LA LN -1iW11il AT A ALTERNATIVE STAGGERED SECTION A -A STUD STRAP DETAIL TYPICAL FLOOR -TO -FLOOR SHEARWALL PANEL STRAP DETAIL 51,1-E N T S A, aT DTL 12 TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 25-194173 t /� / i'ERMEFER tWILIf.A; /� / : -10U ;:SMd4GN r4i15 PLLv000y %J Aro"GC ar IN 101 I.MION NAILSAT w Y1 '. J Yi /A�/!f/. BLOGh11J0 i RAFTERS Xi ` r XT -BL011ING CEI UIC IOISTS CHMPIE r FIRMLY, ELEVATION TYPICAL CHIMNEY WIND BRACING DETAIL SCALE NT3 g Y, 41 3f11N - 2.4CONNECTED'+IIITH f ION rCfAlUNHAILAT17OC ; AELY,.h i+PIC4LAT�'ORNERS AT S 010, Eµ:;H SIDE )A4 EACH CJRNER 71V PL'AII+OODw USE AROUND PER: d.IFTER, NNII.I.u!TH 10d COMMON NALS-FTvC BMIELEDiGES.PAI O C AT PJTERICRSUPPORT5 SECTION Y-Y CHIMNEY FRAAMING PLAN Sa.LE [ITS 3 31MPSC'N SDSC4,45%,OOD $1 EIIA NTO EPGHADE Cl I.HIMNEF PRIME AT RAF TRAND CEILING PENETRATTUr LN I I SECTION X-X WMNE'I FRO4114PtAII SCALE N T 3 - "U INTERSECTION PGST CAP SEE SCHEDULE f{U,?.TF FIL,O --. "T' INTERSECTION P03T i H CF JOISTI J� CAP SEE SCHEDULE POST LCLUMN — —PLOT GOLW:IN SEE SHEET NO IS PEST SEE aCHETCHEDIJLE---, - POST EASE 5EE SCHEDULE ItN4S"5 'Ta+r4HI I]PiSTRIP O 9IMSONSETE EMBEDMENT, °'. TYPICAL EXTERIOR POST ATTACHMENT DETAIL SCALE PITS SEEPLAPFOR _ HEAr.ERCIZE 1 -_ ARI}NTEGTUR+L F+.S41H 1.2"DIA TOTEM—, k � OPElIRJj BELO- 4 �1 - STEELLItlIEt SEELCHFIIULE TYPICAL LEDGER ANGLE SUPPORT DETAIL SCALE NTS 101N TCF PI uTF ELE:MINOu STUD BE)BUD IC" S IA ANCHOR W D V' EP DEONE IR CD A-P' 'IN4y{Eft ADD C, M1MkIP.NMALC44GEXIERIOR.NPLLUNE, NUTREtD -� —"f--- ` ,ITHIN irorA+Ati- roRu[Rs.?nD'APTHiN4''TO PRESSURETREATED^.SILL-- � 12'OF911-1-PLu1EBUTr JOINTS DRILLAN INS iAll nIt SIh.P5CR1 SET EP. k'r CALTERN?TivELI', PLATE (AC S'fP wEOUAL} E @1S!'ALL J-GJLTSGEFORE CPSNI.G iHESL+BI TOPI)FEJhlCRETE `yu ,RF4A TIC IN OF' SEE SHEET NOi EC ' nvGHOR BOLTS STUD BRAND SIAPSCN'rCUS AUDSILL ANCHORS uP SN"OV PA)SMOMALCUCI EXTERII R'A+ALL LIf E01THIN in'OFOALL I:I RNERS, AND-AlTHIN4'TO 12" PRESSURE TREATED_: SILL--- Cf SILLPLATE BUTT IOMTS(PISTALL BEFORE PLATE Pk' S r P, cI EQUAL) CASTING THE SLAB) TOP OF CONCRIFTE ELE,++TION t 64JGSILLAflCHORS TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL (USE METHOD 0) or } SCALE N T S POSTCOLUP!N GCNNEUTII)N SCHEDULE (SINIPSON) P)ST SIDE pr157 Cn PS I R5TBkSE POSTSGE "PIPITERSB.NP?N "r"Iw IER lflllN 'I,4 LGE4 TEACH S!D(:) aC4(EACH SIDEI 56U V3 I3�2,T's 6,6 LCE�4 tE+.CH SIDQ +'.CG(EACH SIDC) ABUSE f.4)2,U,, R�6 BGS Br8 ABU88 (N"b"s i010 Lt Eb (EACH SIDE) kIL1;Et (SAO SILEI G61010 p6}2: 1u's 721. lI;E4tEAC'H 54+F) C I-C F.1(EAI H SIDFI CBI^_1_ HOLES, t USEUSE SIMPSON'_Mh? FUISHar USP EOLIPALENT FOR FAST EOh9JECTC.RS'a.NH PERhWILP1TEN FERIGP Eq'OSURE 2 USE PRESSURE TREATED UIMBER In HEN'TINOS IS PER -NEN FLY EµPOSEG 10 THE EN,!RDUMENT GENERAL FRAMING DETAILS V 05B SHEATHIHOw+Sd GCIN"N NAILS (d15' 'IC ( PANEL EFGE.S AND 3V+Y_' 7 c IN FIELD 11L" A I A 2ANCHOR BULT5 INSTILLED'"I''SAPSON SET EParI C' P.MN ErNKBLEBENTI TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE KITS PRE APPROVED STRUCTURAL GCNNEI :RS CROSS REFERENCE TABLE SUPSI.:N U'.P ST RUCTNRL SIMPSON USPST RuarLANAL STRONG. TIE CGNPIECiORS STFGPIa iIE fONNET TORS '34 MPvi IFNI ITS' ? AB PAU14 LIP4 tIOF ISTS, FnLBO PICA` Jl lt_h; AC4 PP544 LI_IS'G2 JUE"1e-? tiS PBStx Ll15?03 JUS25.i C,n 0 UJI'm JUE:E H3 RTC LUS?82 ILA11T H4 RT3 .US_'8"+ JLI.5NsJ H110 HG410 WS'10 JUS210 "u9410 TH(410 IIJ62102 JUS_IO_ ±O,IOU 0 THO510 LU5_'0', JIAOICO HTH HTT16 64uS Fa3 HTT.? HTT2"_ MITT EST?'] HtL1 A3 NLCIO3 SPNt SPi H4 HIC123 HLCI2.T SPH6 SPTH6 HUA, HU4B LN10 SUI411U LSTA21 LSTA24 LL4iA $UF#14 LST,.,O US FA30.ac"__ I BUILT UP POSTS TREATED SILL INOOD SPCIC ES #OF BOLTS PLATE SIZE 2'4: da SOP iC i :6: 6. S,Pt4' 1 2,8,9' SYP,C _ 2,11 sA, 5VP#_' _ 2d2. 12' S1P4F_' 3 U Z �1 .z` J z X (O L 0UD`- 8 .2 `y'' Q i( Uf'oli t� � � Lu LZ X0 � � x Lu P- s t° O o p tL c Z w m> C± N x 0 © Z UJ Cam N> J C) i a. J � u ~ a z z � O O K DTL13 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-194173 i ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE W'- EST I LEA P ON SCHEDULE SNFATIrtJG FASTENERS Tl ED BRING PRODUCT LABEL PANELEDGE INFIELD AW 'GOING ,1 HE LEE, No 16 GSUIE IALAINEFD ENERG3L EDDA E C1 106'$FRIJC REAL BRACE RED SFEELSTAPLES,, NO 11 (MCE, 1-114"BALVANGED 3' SO 61 1, C, STLIA RICAN' HILLS THEFI U 113' S TIED C TURA L GRADE RED SAME A S AD-3,TE N, GO 610, A,TCRIABIRSIOESHEATHING STAR R STRUG 0 615" RED SAMEASABOLE T GO, THERGO-PLY A 137' OLDER STRENGTH ELUE SA Y' GO, S I A RiETTIT!FEI T19" MONS , I Ir" LEG, No 16 GAUGE GALVANIZED FIBERGRACE I 90S'STRlPTURHL N14 STEEL STSHPLESP, No 11 GAUGE, I IC` GBILVANI-ED 3' 01 61 0 C S TEL RIETIFING HAILE TABLE T3'- ININIUMLINGTH IF PANEL FOR CARIOUSPLAFE HEIGHTS SHEATHING TOPPLATE HFICHTABCCE FLOOR KINIMMLENI-Pi OF PANEL BRAND PROD'ICT LABEL H'_ 10 TI" FREED', BRACE 0 100 ITRUC PURALBRACE RED Y A IT , A, A-V I H 1 14' IV I R 7 61, THERNIC,PUT C 113' STRUCTIRILGRA EST I BRASS S ' t4 C,RA HEATH[ RED H IT la, TT, STARK STRUG v 625" RED Is - IT . 12 11 1Y < IT I IS IT IS THEFAADPL, 11 137, SUPER $1 RENII IT SHEATHING BLUE IS, IT I" "A, 11 in, All, I I ]a' 7 Bi FIBERBWE 0 5W'STRUCTURIL q IA H 1 111.1 S, IT 14, 910' A 10 5V DENS GLASS 0 10U" STRUCTURAL SOLD REST,iR f NCFR H 1' 1 61111 - $I S 11 TI" !am I -E F, THITEILLUIH�11,1 LIPACE IF 111,;IBLE FOR 018PIDELSUBSTTUILONS , BIEL 3 STUD SPIGINI SHALL HOT EIGEED IA'T 1 4 PA IEL ED, SS M IY BE ALI f IF D or LAPPED' O MIN04114 6 ILL OEPTICAL PANEL COPIES SHALL OC -,OR OVER SCATS , ILL I (011 FSNEL EVIES PHAU BE BLOC I ED I, ITH 2, LUMBER SIMPSON MANGER SO SELLS F'RP'UL FLE PL, SEAMS Xoi -EILU16 IOISTS , TP,,,AL WILE AS US NED 0 D EIGMSE ON PLANS) RENBERGUE FILE WIRT TRIP FLANGE WSO,` im Lusl'" "S26-2TF r'R" HU26 3 W, 'Cl ws3; JBCS I` SUB I HIT F HUD" IT I wSJ` J82 " GIIIA LU 1*2 HUSOO 21F CGIO I'll 'A 1KC10 3TF CA 2 LUSM U,21 rCH2 L-JS2IC,2 ,,, ,IT 119,12 HjQT 23 ' .0 �'2' 31F SITES I SCHEDULE BASED ONTO PONT bu-IDG IPPI TO TO BEAMS MGM AEO-UTY MEAN L"Us, LACA, PSU,,91)HA4J�SR5 ��,ILL BE 'ALLED CUT OR THE PILIN 3 REIERT I DANGER SCHEDULE OISED ON THE USE IF S i P LUMBER HEADER SCHEDULE 1ffAGEF' IT E SPA #0F JACK STUDS 4, rg'R' 4 E`. TERLOR Ail TI 10 L FLOOR aBOO HEADER z LOCATION "'A' Qp'A' 4 6' 2 11212', 11' IfADER INTEEIORIr,ijfW) FLOORAGOIE LOC,,TION SEE SPIN 01ELCK I FLATS P�C,A' 3111, lIP-n", 4'T 2 rE2 Q2 AG, 2 El IS 1111R 11 ITH I 111 FAR ' 1AN FLOOD 111011 UE,UEP � L)T]Otj "IS 0 LIF 1IC1 111105 'OlE I -AI � NOTE 1 ML HEIDER SPANS IRS SCES NOT OL111RED O),,E TOE NOTED (IN PLAN SIZES IIr SEARS BASED 0144C S'r P OFOTHERSEEPICHA 4 FS, EF'CFRS F.4 LOT UNCER ARDOR SISTER POT DESIGNED B, CAFTAN IHILLSE RESIDUES AND SDED 10 FLOOR E,`,TDII MARCIF-iCTURER im 1 RESERIOSIDEFDTL-I FORGEOCRALNOIES AiLFABIEtIERSIhICLt-l4PJct4liL,,SCRE+rS, TRE,rED,"OOD STRIALBE HOT DIPPED A10,INIZED NORTEKRETOMENCS A-5 G;OANIEUNG, ILL STRO51,11,L)NNE(TORSIN CONI -1ITHPRE5SLPE TPEITEOHT'AD SHALL HAIF THE 7 N%1 RUT STEEL LINTEL SCHEDULE HEIGHT OF VENEER STEEL ANGLE I I I PER TAB LE C LEAR SPIN 11 1 LT— I L PF4t1 -SILBS IFT 'SHARED LINTEL CLEIRS1114l EEG SC: I 1 6 1 6 1 1 8 1 1 1 10 1 11 1 12 1 13 T 14 1 M 1 I6 1 1' HEIGHT OF BRFK 3 Cr 312, 1 A a 2 1 R< IS 1 4 VA 21 j 1�1 I I C AISS 44 _4 1 S 3 1 2 11 11 2 2 1 7 S 5 4 3 6 21S'� � 71�s ',IT 11 9 7 17 STATE - 60 L 9 lFT SQUARED LINTEL I 11EIRSPA]IiFEED SIZE 9 1 10 1 11 1 12 1 13 1 ,1 1 15 1 16 1 17 HOOT 11 OF Sin 3 tC 114 -1 12 iIIL311114 ><I 15 IS .11 "1 T 6,4 ><: >< NO FIE S A STEEL ANGLE SIZES ARE 9 A 3ED ON LWA; REFER TO PLAN FOR AREAS OPT-1 HI (GIE1, t A ARTNOIAPPL DABLE FOR GA RAGE AF i B GABLE AREAS NOTINGLI-GED !SEE PLAN- -A BEAM I'UBFVOiH '"E`"I-HAE -'OS6 TTfl BE,A-EN6TH ASB Pp 18 0, �BE��ET-1IG111TSGR-OF1.101STFGNIOG DOUBLE LB T 14 —B 658 1.u'6 CTFECAiA, C)26 POSITIODED -HI SUBFLOOR M BOLT' + ++1 + 2,4 5 BE 4--n-1, 'TRUT EACH SITE ITTout U}'IEi COPSul INS TA L IOSHE'--1 OBEACH BCLT IF + '+ + L ITF4� OP4 hICKERBRAC —13 E've 0 C -,2LEDGER -C-FU ROUTLED',E ,,A,uEEj IT TIIII TO BE44 AND IS fill 0, Hj,OR HAILS SiRUT -cmrwowiri GT.H,)�lNi LINDEREA,�TIDIAGONSL Ful BI SECTION B-B 20 LEDGER�-1110,1 COMIACN 4IILSg,CO C SCALE NTS TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS FRAMING DETAIL sCALE Ills A At TX FIRM REGISTRATION#: F-6417 N ' z ro Aj R1 GFD 1 JOB NUMBER 25-194173 ,'ALV REFER TO LATERAL OFOCINO PLAN FOR SHEA FH WALL AREAS ABOvE, E TENf OF SHEA T I 10i RECUTRED BELINV AND ADJACENT TO OPENINGS ATFHlC' GYPRJM Tol 11 , Tr, I SHEA THiNG ON BOTH SIDES a BLOCKING$HALL BEINqT4LLErAT ALL HORIZONTAL P4NELjONTS, ANDFIERTICAL PANEL -JOINTS SHALL _C,,UROVERSTU05 USE if?" Rir,F�NG NbulrR STAPLE TYPICAL HALLIAAY 1 5IR'LIONG ' OR 156' SCRE"A' OR TYPE W OR 6 AT 7' Or FOR ED. ROOM TYPICAL AND FIELD OR LET iN BRACE MHEN DODD BOTH ENDS CF WALL PRESENT} OPENING TAHEN RED FPLY IS AN ALLOAABLE SUBS M. ON PRESENT) FOR GYPSUM SHEATHING SEE CFIHI FOR NAILING PATTERN &OTHER REQUIREMENTS PROAdRE BLOCKING @ ALL HOR ZONTAL JOINTS NOTE ,T EELEbATIONWWNISFNR DIFFER FFGNIACT-JAL CONDITIONS 6'VEO ... s ft" —1 TOP PLATE ELEVATIK-N 0' FG TITEN HE (TH050500H, 0 THIN 6-0" C F BOTH Et"jF &aLL PER MFG S tISTRUCTIONS V", 3,00C P51 COfFRETE OR IOO.SORK� ED DO, HFp.D A ITT WTH-STPAP DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL ;GALE N T 5 lix.a SHEATH AALL AREAS ABOVE, PI -(� -AN FOR REFER TO LATERAL DRA;114 R:TENT OF SHFTHNG PFCALINED BELON,ANDAIJACENTTO TOPPLATE ELEVATION OPENINGS ROTH HE' G7PS'JM T""'H, I SHEATHINGONBOTHSOES P, BLOCKING SHALL BE INSTALLELIAT 77. Rgw ALL HORIZONTAL PANEL JOINTS. A NEI v ERT. CAL PANEL LOWS SHALL tXCURCFEER STUDS USE iL"' GALV, ROOFING NAIL OR STAR, 'Ex IvP!,,AL HALI 141 IR I El�' SCR 1518' LONG, 0 ENS A OR TIPEI'VORSATT'OC FOREDGE AND FDLD OR LET IN BRACE RIONI YRHRD "IL TYPICAL DO R On zq' BOTH ENDS OF"ALL 'i PRESENT) OPENING I" FEN RED TPLY IS AN ALLOINABLE SUBn 7U_qON 'RESEPT, FOR OINT SbM SHEA HPING SEE rFDII FOR f j NA LING PATTERN &OTHER REQUIREMENTS TS '14 E FEIT �tN I a ic-2e. z I 1-�_ Yt, , , . \ V -4 NOTE THE ELEvlTCN SHCAPR I E FOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — - J­ ILLUSTRA HIVE PURPOSES CNL) 4ND M% OR D,f FER FRvM,,. TU,FL LORD 11 AIS To N-H—T 1�­, �T­ DETAIL IU SECOND FLOOR INTERIOR SHEATHING DETAIL SC -LE N T S NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES INTERIOR BRACING DETAILS E 0 0 0 c' 0 U.�On x Lu 0 �4 t° 0 —0 0 AE. a z w > q C-4 l"Ll U=l 10) OW (s) 5 03 - w z w CE LD 0- C) O:S a. Do z IBD/l TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 25-194173 i S'_ 1 L D R T 0 P � R 0 V'C -- E- C, U�'F .1, E A T F R A T"Vl IGZ i zS) a E C 0, N G Et D D S E A 1- E D T S, T R U 9: U RA L G E C14 IF Dbl 2x6s', IF Trill 2xR- IF Dbl 202 IF Trp! 2x 12, IF Quad 202!='.'-': I F 1-3.4"x11-7/8" LVL- IF 1-14"x 11-7/8' LVL 1F 1.14'04" LVL­ IF 1-31 A X1 6" LVC IF 1-314"x23-7i8" WL -IF 2x4 1F 2x12,_­ l lLE R, O R 0 V D E S A T F R Ah!l f3 Ss N 0 I - A D; S E I E21, B T - ES R R ASUTPI USi vE ISIGKEE3NA- UCi HE N G E R A-1 . . . °^2x6 Rafter:-;.< \ \\2x6 Rafter © - . " 202Raf m2 >: \L 2 l2 R er:_.JXS + esvE:2 XS!%y : <2X8q - p� z d � -------- - - ---- OLI I IVOK 13 12' Al I [Voll PININ , 131 20° IM PROIN I BLL)f,00N I �2' 4" 12'�14' I I 001, PL \N JT ar 444 IP JOB #: 24061 A-1 F 0 0. O 1 0 0 0 0 i t ---- PIANO Bl: 1602 Silverside Dr ULBERTc,IIIIERRUIII GRAPLVINL',' LXAS 175?I7_'IE SHORECREST ACRES G(LBCRT�DL�I(Nti��'G\-L11L���A1 LOT 7613-1—B SPEC' (-IN R F \R Ft,F\ \ FION JOB #: 24061 A -3 PI- W Bl: FILBERT( 'I I IIERRU III 817-521-71I(, _BERT�DLI,I(,Nti,C,(,\-1I\IL.0 .\A 1602 Silverside Dr GRAPL:VI NL:, TLNAS SIiORLCRES'I' ACRES LOT 7613-1—B SPEC' —sd n\ Id I10, V I9otE # f101 [GRD=569.16I : - I`GR--Q=570 73 465.97' S16°45'48" E / i GRD-_572.00f GRD=570.70 yGRD=572 00 - , GRD=57L10 /25' BLDG LINE I 1 LOT 76R-1-C SEE GRADING PLAN SHEET 1C i LOT 76R-1-A - - LOT 76R 1 B 3 PROP FFE 572 50 _ SEE GRADING PLAN MIN. FFE=572.50 _ o SHEET 1A - t HIGH POINT - _ - _ = 1 - _ ' II/ (GRD=571.70{-- R rl '______1 g"'._.^ '°"_'y--- I _L__ g0'gCDG �NEGRD=572.00r� I571 t�- GRD=572.00 L I {GRD=570.501� _ HIGh POINT , PROP DRIVEWAY AT7% SLOPE, .1 I` �[TP=571.90 , GRD-571.50' � _ .. s71]-- -- - 571> GRD=_-.50 ry _ t� ,# S-1569 / 5 GRD 568.60 I - -� yl►-`S�o' -- --rF ��ypA - �NPG�M --�i ` i _ w i'v 7p MATCH - EXIST.( TP=569.61 GRD-567.55 -; IS GRADE BAR DITCH AT - L''-1%MIN.SLOPE 7.50—� _ --- / 1MAX SIDE SLOPE 6 ;MATCH EXIST. GRD 5 _ ___ _ TP=569.24 . ATCH EXIST. - C - T EXkS(1GM - - - -- --- 8 PEP,' PROP 6'X6' LENGTH & WIDTH " ITV HICK ROCK RIP RAP OVER 6" CULVERT2 - 12"T IjI G - t - - N� SEE STORM PLAN BEDDING PER FIGURE ION TABLE PROP 18' - - -t - -1 T a INSTALL PER "FIGURE 3.20 TYPICAL - F, ,` RIP RAP CROSS SECTION FROM II 1 THE ISWM HYDRAULICS MANUAL -- ' 2 PK NAIL N=7033371 5 PROP 6'X6' LENGTH &WIDTH / - NO RECORD DWGS =2407734 99 xv - \_ 12" THICK ROCK RIP RAP OVER 6" EXISTING 18' RCP _ w _ - - EL=570.38 BEDDING PER GRADATION TABLE R INSTALL PER' FIGURE 3,20 TYPICAL - RIP RAP CROSS SECTION" FROM _ _\ THE ISWM HYDRAULICS MANUAL _ - EIrIST C17'y GIS MAP -- COPRIGHT02023 BY ANA CONSULTANTS, LLC `t100-YI WSE-568.�20 ELEV-56924 13r..3 ill Ij/ ELEV-569 80 I SO'S SLOPE J fW-_4'1 MARE 1, LX y FLOWLiNE=56J 80 do 25' BOTTOM WIDTH J TYR. CROSS-SECTION C-C Nrs c 0 10 20 30 I� GRAPHIC SCALE IN FEET 1 INCH = 10 FEET LEGEND PROPOSED BLW PAD PROP CONC. DRIVEWAY --- 570 '--- PROPOSED CONTOUR MAMOR ---_-572 -- PROPOSED CONTOUR MINOR +� FEMA NOTE IXISITNG CONTOUR MANOR THIS PROPERTY IS LOCATED EXISTING CONTOUR MINOR- IN THE FEMA. FLOODPLAIN. - FLOW ARROW _ MAP NO 48439CO105K DATE' 09/25/20IN9 SIOENIALK ACCESSIBLE ROUTE NOTES - Il PROP05EDPUBLI ROUND, ANDSHALL BEAN AM ADD TAS LE ROUTE, AND MUST MEET ADAAND STANDARDS M MAXIMUM CROSSSWINE OF2";o, AND 12, - - MAXIMUM LONGtTUDSNAL SLOPE OF 5°1 mPRELIMINARY - FOR REVIEW W ONLYBea ALEX SRURe preva v Oru 12796]MS aP212025 Tvpe 0 P, Rt Name HE A Date 1610 SILVERSIDE RESIDENTIAL 1610 SILVERSIDE DR. CITY OF GRAPEVINE TARRANT COUNTY, TEXAS CITY OF GRAPEVINE, TEXAS ' PUBLIC WORKS DIVISION 1111 Thompson T.— CPI D Ile TX M6 TBPE FIRM 420 f.. m (81713111900 FAXI817)335-9955 NAcoNSu LLC TBPE REGISTERED ND NO F 20 GRADING PLAN THE SEAL APPEARING ON THIS LOT 76R-1-B D.A__SR IRSVE AL2I96J BY DALI ATENO. SHEET ON 07/02R025ALS (PROJECT PS 18 CFECKFD OFN