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HomeMy WebLinkAboutNSFR2024-004584ADDRESS 2952 Kosse Ct. Grapevine, TX 76051 LEGAL Dove Station Blk 1 Lot 9 PERMIT HOLDER Eason Maykus Kosse M aykus K M Properties, Inc. DBA Maykus Custom H (817) 329-3111 COLLABORATORS •Eason Maykus Maykus Homes (817) 329-3111 •Eason Maykus Kosse Maykus K M Properties, Inc. DBA Maykus Custom H (817) 329-3111 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)Eason Maykus **APPLICANT PHONE NUMBER 817-329-3111 APPLICANT E-MAIL VALUATION 668865 Square Footage 3860 DOCUMENTS - MISC 01 APPLICATION.pdf, FOUNDATION - ENGINEERING.pdf, LOT DRAINAGE.pdf, ENERGY REPORT.pdf, ENERGY CERTIFICATE.pdf DOCUMENTS - MISC 02 FRAMING PLAN.pdf, EROSION CONTROL SILT- TRASH - ENTRANCE.pdf, SEALED TRUSS DRAWINGS.pdf, WIND BRACING PLAN.pdf, TREE SURVEY - DOVE STATION.pdf, TREE SURVEY.pdf DOCUMENTS - MISC 04 PLAT - DRAINAGE.pdf WATER DEPT. LOT DRAINAGE FEE 150.00 WATER DEPT. IMPACT FEES (SEWER)845.00 WATER DEPT. IMPACT FEES (WATER)1543.00 FEE TOTAL PAID DUE Residential Lot Drainage Fee $ 150.00 $ 150.00 $ 150.00 **Building Permit Fee, R-3 (New Construction) SF $ 2,123.00 $ 2,123.00 $ 2,123.00 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Single Family Residence Project # 24-004584 Project Description: Construct New Single Family Residence [ELECTRONIC REVIEW] ***OPEN SPACE PD 1/12/24*** Issued on: 01/21/2025 at 10:36 AM MYGOV.US 24-004584, 01/21/2025 at 10:36 AM Issued by: Connie Cook Page 1/3 TOTALS $ 2,273.00 $ 2,273.00 $ 0.00 FEE TOTAL PAID DUE 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). January 21, 2025 Signature Date City of Grapevine Building - Single Family Residence Project # 24-004584 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 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 MYGOV.US 24-004584, 01/21/2025 at 10:36 AM Issued by: Connie Cook Page 2/3 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. MYGOV.US 24-004584, 01/21/2025 at 10:36 AM Issued by: Connie Cook Page 3/3 -._ .;LL's _I°°t;a. air; 20'_I 63'_I' �� ✓ aT a6 10 UTIL IITT" E4&S-^ENT PROJECTS 18 — J — — — — — ' 'N 15RE-1R cUIL. NCx LINE �I FUTURE °DOGE C0l.TERRJ.CE tp c I -I\ INST4-L TIRE 5UPPRE&&0N z m 5'r 5`EM J I j I 6 Z J ! �� 6515 5Q. TT. 0.1456 .1CRE s.c\\ <a1 PCRCH __ FRONT 5.L CONCR. �RIvE ( I GCNCF. P.=`.vERS (46 5Q.TTJ � v 10' U'ILIT' E-eEMENT Al",,F Il SI E D_aT-", CI --=SIFT _0- SiE_ 6515 5Q-T I':AR LO' COVERAGE 3,583 SQFT. -O- COVERAGE PROV DED .8 - SQFT ,44'5�0' M.1 IN-ERVIOU5 COVERAGE 4 56 0 5Q FT. r10'. IM-ERVIOUS CVG PROVIDED 3-54 SQFT454'. SITE FLAN @ NORTH REVISIONS L 12/11/24 z. DATE: SnB-/24 DRAIN BY: Exs CWECK BY: EXS PROJECT NO SPEC. NOTE T4E GENERAL CON'RACToR AND SWEET NUMBER A-L $J— NTRACTORS 5HA-L RE rEW T-IE =JL- CONTEhT OF TI-E PLAN5 =0R (� D'5CREP?NCIES F,ND ONISSICNS PR OR TO COMMENCEMEN- OF WORK %it i, 't' "i .. . ....... 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NOTE T4E GENER4L C--T'R -D SWErT NL"BE A�N -L $�—TRACTO� � 5HA-L IIEW �J:-- —N7= FLAN5 D'YREP?NGIES FEND OMISSIONS PR OR TO - ,IENOF WORK A-4 SHINGLES AT 10 1' 5R CK ROWLOCK 7LIF IT IFF -3 2 —SHINGLES AT 1013 GE- =- Tj-[O; & r:DINC- I W 2NC— SHINGLES ' 3 1- OT' F-L-ATE- AILATr -CEDAR BRICE -I--IL-- COURSE BRICK___—_ g 36 SILL CEMENT T[OJ5 SIDING GE"IEvT�T OU6 501ING TRIG =zCHIT E-EV4,TICN --------- 5HINGLE5 A- 10 ]: — - — - — - - — - - - � ® -_ �L SHNGLES 4T 'O.IT 3 _-- ® 36' SILK ® SHJKER &0114G AT AFF,_ 514:14G-E5 AT 5 1' FL-'TE ND Fyz ISTl F C-LG P F-A7E, 1"ll A,-, CE'rNTTIOU 51DING ERIGK CCLU�'N— HT. <.FR RcW-Oc< cojR5=- RCWLOSK COU=- 5MICK CE^rNT TICU5 51DING -E-F-T MON NOTE THE GENERAL CON —TOR AND A-L $J—ONTRACTORS 5HA-L RE IIEW CGN7= T OF THE FLAN5 =0R SOED�OO= <T �RoNl- SCALE, 1,2'-1 2OV - 51INGLE5 AT 10 11 L NE OF ROOF RE1 CNG CEMENT j, CL5 51D NS foll: FLA-E-- ROOF BRACING BRICK- 91,- —1- 5LINGLES AT 0 12 CF-ENTMOUS SISING - T 514ING-E5 AT P 12 lol:' F, ATE CEI- NTI-10,5 S,r INS CRICKET CF�IENT TICUS SIDINS SIN. -ES IT S:12 CrMEWITIG115 50 NS A2 SILL BRICK .4T. -�PF. E co-� -- FP F.IC--T 'FLE,/-1TION 114 =� C, L 5 A- 10 12 CRICKE- 5EYOND, CRICKET BEI CND -- —SHINGLES -- 10:12 20 E' PLATE S-1NGLES AT 0;12 -0'--lST-,-PLC-OR I PLATE HT.FR SILL HT, A-P -,ICK IER SK COL.." -INS ROWLOCK CCLFS�- --- CE�ENT TOLE 5DINS zRE," 'tQ ELIE /-'Tl--N 1141= 10 �7 17- NOTE THE SENERIL C--T R AND A-L $JEC6NTRACTORS 5HA-L RE IEW TLF FJ - CONTENT OF T- FLAN5 =0R F,ND ONISSICNS PR OR TO NOTE W PLATE LINES ARE ]EASED ON 10'1° AT FIRST FLOOR AND el' CEILING IT SECOND FLOOR UJITI4 IT BETWEEN FIRST FLOOR ROOF PLAN CEILING AND SECOND FLOOR 0' > 1* 7-777- 2. DATE: Sn5/24 DRAIN BY: EX5 CHECK 5y, EXS PROJECT NO SPEC. NOTE T4E GENERAL C--T'K AND SWEET MIME A�N -L $�SCTRACTOFS 5HA-L FZ/EW T-IE FJ - CCN7= T OF T- PLAN5 F0 D'5CREPANCIES AND 0N16SCNSP-70 14-1 C—SNCE,IEN- OF 0— syd a �3 nw3� Oil "n E30/ CORNICE >11 C,,C_,Np/ PR CK 110:11 5CAL-_ 3,4'm1' (6_4<=R CR 51D C_ 110:12� SCALE. 31H =1 3 - 5 4' ­/L 5 &ET :?,CT-CF— AT e-5' 4-PR ,/=_R!.-'T WITH P14N. F.�C_TL.RER 5—EC5, E3=,A— SUF-ORTED 51 MIN. (4) CRIF—LE STUDS w/ .-, FULL LENC-TFa 5T1,r,5 AT ENDS RC 144' JlDr NOTE -C rRL�ER, ci O-ENING WID7H-DETERMINEC, CR FF-E6 ,.NDER.!ELDER UP To a = CR—LES TO 16 4 C I—LES 16, -0 011ER 2C ADD I OR III E 'OR EVERT 4' OF LENGTH E�CCfR UNIT �@ F_'-lLY C,C­;_:E: 3,=I' BOX CORNICE AT STONE RICK (0:121 5C4-E: 3 — V WR s 5-ONE,' 5fR[C:K W,�_L SC -'.LE v2 G4E=L= ROOF CVERL4-�NG I CE­_N-1-lCJ5 5D N6 —.4L_ SCALE. 12't' BO,/ CCR\41GE aT CEMFN_T:T:_0_U5_ _91-D-ING 5C4-E: 3 4=P STANDARD DETAILS EVUll C.." 5TCN=-/ faMc-<) — THE GENER L O­T­TOR — ILL SUBCONTRACTORS -ALL REEw -LE =U L ­-E,- OF HE FL4N5 FOR C 15CREFANCIES LND OMI56 -S FR OR TO O­1= CE­ T OF -- REVISIONS I. 2. 5. 4' DATE: %/25/24 DRAIN BY: BK5 CHECK ISYi EXS PROJECT SPEC. SWEET NUMBER m INSU-- r THREE-.STUO CCRNER TI4R---f---5TL;[D C:CRNDk,5 5CALE NT6 FRAMING CONNECTOR OFTCN I SINGLE- OR DCJS-E-PLY HF,ICER51 INTER OF, W21LL NTER&EC-10N OPTION-2 5C: LE NT5 LARGE OPEN NO, 5[Nr-L=- H=-4:)EfR5 E-Nr,['NEERED WOOD AND L,[-IBER HH-':iHRS N76 CFENING IN NON-L04D- SE ARINC- LJA-L O-ENINC- IN NON-LC-1D,-EE4K-INN W-�-L5 SS -LE '4T5 ADVANCED FRAMING DETAIL5 REVISIONS I. 2. I 4' DATE: S/25/24 DRAWN BY: EX5 CHECK BY: EXS PROJECT SPEC. VOTE TIE GENERAL C-C- IND SWEET NUMBER A-L SUEC6NTRACTOR5 SHALL RE 'El -IE U-L --EN- OF TIE PLANS FOR D EOREFANCE� INO OM[ES ONE PR OR TO 413,2 7 OF - !oil I Xi'�"AglV'allP '1�:, 3990> zssz 19 s 101 1 Nu ol 'Ttii U wT 'Toy; iw q.0 'y `T U TV P UOZn O .6 io. I � � ,- in, '-T U � , I I '. , T, - U w T, 'm �O 18'j, W" J, �XI 0 B" Ti �- T,, o6 Z, I , 1 . Q �6, cll 6 ll.0 q, - - '9 �21 117 IT 'Q "i nUO U O-L OZO"T liv Un< '0 0 7 V ITT ry 17 VI 1 .1,, ).W 7 1 ly 6' "R n In OW6 I.M 1 1114, w IT,. 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I N I I I 111IFF, = PFIf- 'T ----- - IL 114 `LIE, I I, 'Al X t4ll�l < IF IF M IT T u- IF I lERsFFZTI`FE Rt- )I 0IFNIN3 FLEVAT 31, TYPICAL SIDE LOADED LVL < 8-SCREW CONNECTION DETAIL RAFTER SPLICE AT PURLIN CHIMNEY FRAMING DETAIL 2 n '12, 1 11 I:L ,11 -4- DL-NN 51Y111-1 IATMII-N - - - - - - - -- 1111I.LkIll't'`NIIS 11111111IN11 IS It I I 31-L IN A -A AT MIFIFTAN uj -K uj -1 IT 11 MIN-,JPEPIR JIll 14NL- "It "ll ASTIS- BEAM TO COLUMN -SHEIIIIN -J-7-K CONNECTION (TOP) DETAIL PARALLEL TRUSS)`WALLbETA -INI - uj 0 FC 1111111F R- - FL. -I AT DI JILI Ll I I -N 1 2, FLOOR TRUSS SECTIONS F-- F, IN' FIST REVISION VOTES 1,71 1., IF 11 Fr1l; ®R_ T SHEErPFIr COLUMN BASE NIrLHS6A CONNECTION DETAIL BEAM BRACING DETAIL IIS"11I"1 --' FACE MOJNT HANGE't SCHEDULE TVFYF=F .F.F r=1C' IN AIL LN 1 0 E, N v1 V.,n F..i iHH 1 _ %-JF LL A, /O I PI FHC,I aIl E- ,s sN_vIEB FAN„ Es r-slenA A]— _— h�xLUL�:, o—i IL FILa,wAT'[ t_ a.1-lr,xlILVL I_1RN4T a, STRUCTURAL NOTES ' — I Rur-m AT 'IV' HE SPALLAF=u III' — C I E ' 41L ,IL'. 11 '. ILI NC1 EL Or. Purl_ AIR EE11 L I, , I. VI -Au- 11 _B MEh;1" N: NLIN.NL'I F. BE SI 11', AM11 _114,OLNU SITE It VN FEE IDEAL PUN'= III EEl JLN ITN-H -RI II IEC' H4:AL IRAEANGE EF ERI -At-ING I'OR- -HE -NE,IN`ER VEALL BE NC.T IF EU OF AN' .S.RE�.E u nC TFEF,EraE A, ESMC NIkI—V ANU'III 'I III-M11,1-11.EIT E E-F UtiIC^I'J(iKA'PNSHF_ , ARF MITENASHL'ONTL`1✓ITNIATEDIT N,F-HE. NTLRNAT'IFa l CFATIa C'Jn: STRUCTURAL STEEL 1III II -EL Vntu.fUII ,CELLI'v;1i-L-- HAIL C:INF rIII I n-'M ",PF:IF ^r� II •1 rAw; r.FrvRF50 _ U.IL'tAL'=�LfN51f.,,lAv-:LJN'aI:M:R/.:I'A "l1Jl"tRs EEL—APL..,FAIL 41A.NN1_AIFLIt ,1NFn All T /,-.T^t "Fr IFI':A1 .iN A- :1N_FS=, C'HEa1rn5E SM1ON,1 C4 hNT@ „ TE= R' IIFF v I III UNIT nl.RE Am Prc f.NI L,N II„,I.vv"Ajc'1INS I ,H+FE'; IMs`,',FAI F rr,NF,tRv TI`A_T-FIN, iIL„ lF 3 ` tu:TLR,us*EeL. rv•-'F-ALLF.aN: nAJ'0,r:r'n FE� �-II'AnI'^I aSE, eR.mr P N .1 HNR ^tGI.E RI.l LE.nl. AfiM'n,,;AT'A AI:ITEATRhII`"-Sa N`=.ITmMoI rnRrAN;F,;I/H-1—IT'HT INAI.1(A,TInI[E-1,= IN VI -Ill-„ `%ELICN:112u,;t ON AI.:I I'{E VI LL,RP.f N `11I JlE 5 ;1 ILI,TLNA rN-tE'EE..B,=I+C,I-HL I']NI 1RNi H I:/N..11LL r.rl uA•A3_sl;ll -YFL \AHEvxTRalr;';T'F�NL� vE^=I,uln FF A^M.v;,3 mJn,Iry.BrNEf sTEASIE FEPA' '-Ma rc A•Ar_nm Bo IIINB CA.I lIB,'. NILJU�NP INIFE11RBo: AINtrIm. R'_B„IFILFI[, OLJN`b:1A IHE'1III, IF Ilv..l FL-11 HE F - C-11AFRut',, Ni' 1"IF 1 r1 r, n. - ao 111—,,,IAI_b,IF uE UY 1—TH'_IIm-a NAVL F'N1FNA IIF--P ANT f FATrin rn NI-1 FF r-1F'o NA IV- TEE FNE•1n1 SIX II'LO Hi IN Ar^.r I MI-N'•TH TH-N IL, ARLF,,—ITEIuJ.,sua-il ,F,c.1t A.ncu, 1>'s .11• _ -III I^BE IT— -1E'TRn( s u^ r - ,11 rL EI IF TENfE': HE- •.L IF -4RRI, AT=.B I At: r IRFNJ:E.114TAA1vc n' 1 _ _ JHN'=r„1k5-'•AL.. PF I'A,,l':IEH IN nNJEa T,x P IPF.RI' N'GI. rN:t F:T�HF Ah:t (:11`,dB e:HFN "AFL:1H aRF. MADE '3h r CRrI TA,_'1F. Ilk nR. P„ RE:• I IN 111 :11 dI I1IRN C III -IF RF-IHFu1/FYEFFIN NINR EN-4-I IS,,IR,,A �_ 1rEFBFNGF enNJLJ1EUAs,4mP 1 ,wYG CCMF_E-i FENEIRAI ION :I/E,Bc B,"IH =IINS -NI FIE..1 �F1 1 5L RV"vC 1NLJ<IH_GH3 'IV 'rl OL'n1 SILL IESI Nc. . ATAHATRI N'PF:TCa Tnn., nRN f.MI'F-1 --: NFTFATI,IN LrI"�Lni'S rvVN L+'CA',I,v n.'BL\yI III'.; ' C. MCML'CF', 11—BE IL_ EILL III TH lTEf-I SiFHr-II'r F:,A:NTIYC, �. v=JNI ;I. i',Sr:l VF I ,IL•i-,-I (LIMN!, FnN`H 9.I NIFJ. FEP_A-1N1:Fr ITT-- III.- F,.„ 1IHIrI Fk 11 E1EHR,1-R A- CIALF I ,CEtHM111MAT.1 Ir1I.I ( III R1TNCRETE AND F_IFc11111 T I'v-R ,I LE, BUIN. DIBLA111 PLlFl,1 -F_ut:t I'I FINE LICh...1A,_ ITN`,11 Al VE IFAI. NI,I E IA' TIFF T11'11'IF '=SEN=I Tr'E ""TE nF TH'NAZI FR EHA..L N'ATCH-H 111IDTF 1IFTE=. EEANI INS F_ M, TIN 'NIA — B-I, eaavvV IT s16JVSII LVCR1 :IN NER FLOOR FRAMING I 'NS NLIE: FILTER, II, AYLEL L,. AL_ —11 IVILFLAL_Y'AARnL ,F�it_Ar.nv III A rie lVLPFER, FLEET-,,.V;ISII,:2l'LI::E:P'111E ENDS'b" I _t'I I'IL! L.Jr IN, r.< CUNT NJHIV R1M,y) 11JB VN'.LA_ NF(TFn II'HF.1N'rr FANFnn?:R ",r4FnN',CF'.Fr(rlr1 IN -HE FA LAv 1N ITIII_k Il=L A'LE I 'Rr VIr: r.Rll'JIN III IF - I OF —NINE All N 111, .TR 1 tLIr I^frNT-f211 KI-1U1.LLt I L.u,.nlh.,C1 yT=n C R.IL.IJIIIA=A_L IN tAT 'Ilh MIR1'1`+r L, T—ILINL ,T -nT-B-IF TFr ""IN' FFTE7 ,- r:uN'F-, n R.I1 C NI "TV' FHRIFUIIF A ENT,, Al FELT "Ilt—NIRTIF I-1, AA.MFFF- ' II v,Nt LLANN 41L I, BCULJINEL b' 01 ]1 11 TILIL,IIII, Fr FELF NEI "nA,R; rF"M tIII CF F' II II.U- ,� n,ut W .,A .,Pr]R-Ff B' TEEFInN AN NTLIT e I AM' IF111111 NI ET1111 A- n IFCTi' n'lr,1 -r-IY wL.. L IL, .,Nu _ A ITI I­ -IFG.N, L?-I 1'- 'Ic.iVI L� s FL 0 WALLFRAMING IN,cFR I-Hr-RInrAA NL-Fr. nl . ruc,' uv. FF c. F13L+ hI:.RI.-N ,,), TT ER r. FINE r F. THI TER -NC Jr Nf=n -r-I-NIT,;r'I IIIl.F L',E'1 ITl -el' V"TN .n In IN'N IHATER IF TFC IN, IF EC E'. ANI R NIA'C I AAAUIMI M' I E:,:I_, I lhsl:NPr,LTFN'.FN :TIE Pr,„B)"' N. ,IVV-, .,1 N.IU.V_LSI At NI, I NI 1), .1 no a" PNI fI:INc FLJ I ILI aR,'IF 10^ , ( 11 1 nl' H n U'1UE.E -OF' PLAIE I �i�L rC nI+� .IV�IF.,IR:RL1'NC. AI I.NF.H'=AN.1 IS FAITIT—I ,T JO.N.LLL', :HILL AF =UL II:I6-11IT r- nI I NTRA:n AT. IATFI III I-I-DFAI.FF IT-111;r- I. cArnT3,-14,N'n,I r91: HeN,NELc AAd'.' Bf_ Plea Up: - -JJP ;FALL PFnN: Haan Tn THr nr.�FPTF RT THE .0 NLINGN_l'R-[ n11—I x"' F•ARMNFN- RHLT : II ATH C 1 C_N LN Ma,' IN :. E.TEI MAX ON NASA BY :'MFscN N ,I -A I f.TEa1C,- FLAT ES :IE jFAT EFe-"PIJbCE NENr BC..T: "1 'IT 'LA U" uN L LN I LIi M1',ie 1R , n-1. T H„-uN.,l by .It 11.1,"NI IMAV ILE E LI ALLNC ILIA ElF` CL IL NH -RA. TAT AEI IT Deli _LL KFFIa ECNNF'N ^HI INc. olds ININA IL '1T ITl..TIII IRAI1 11, H EVE M 111;HT a^In IN'TP Nr rEs N 'HFr,.NT 11,111'1, 1V- 1-11, 11 ,T F III F INTFF RI TT=J 'HAl- TC-.INII-I -IT E SPEC=I E'LH AC ER IF-HF TC T FATE IN NI LRNi,J 'LL BY A 1--DI AT AB, II' 11L I,- PLAT L I" TIN IHAJ EN Aj FA,A 11I„w-'1, IFHIAE o,a \N.NFFn ­11+I:,re „vr11 I N1I.ANI' FAIFs1nECFTHE 101`IT- CEILING FRAMING 1 111"NITFr O-HFI'IF, N. I LMFER Tr-. SE IT E,RI V IFN-1 .R HElih' PP.L#_' By I'nL 1-11 3 - I" NC Al THE FIN'. IF AT I II:;T „JHFRE )E METAL h'si HA.vGLR: .„,NFL LAr_U N-IEI tIBNIE NIFR :: FRI-F J E,.I I'EEN LN1 IS —Al—L. EI', �r 11 JL J C At NIL MINV`'P.'IVN (2 H FINAL 'IS " IM L IT I II I -II by VHF,f vu ILU A..J:,I ".L:, !'N, I„ IT 1TFT\r11 I— F• CE'P Yr, a FFFI F 'N1'IF Nn V,,r. IF' A IL. BI—SL., R 1111A VA..C, ITI t-FY E'BI., NiI'll IF'i ''HIS F CF. I NI 'HI—nRF AAIl.F.I Tn A I. IN-11IN t,NN' TC 1E �UV._'.TR l r-RFJC AI N,; A`II ON TER FIT 1.11 C< �s ROOF AND RAFTERS I I NL-':. It 11: 0":IE1111•.L /Y. LI NICLIt ;H✓ L BL LFL Jt LV NI.\R.LU 11TIF RNII F F TA. -PIA ..TNA-miN',luR: ,i,F=Irx1I.:l El-LIFIMLIALNURE' [,FL' GNLH I'Ir, -HF RNOF Nn MA'FRIAI In'F.1 t.F . A MAn Px'.1AI nr T FHF ,nh, A.r FNG Nc_a-R]or1N"M.TEzw. El'E-nsTEls.'aEH;Hi s VAT-FEIL N;r1 ,TFA OFs l_Nrd:;JFIIF `AII—NINEIARI EAR MLM JF'N FEF ;0°ITA:T-N„1NE_R �F - nc n'G E-T+,IEEN FAFZR; A'eArE=Ioel'+.ALL'; FEE N 1L- _vIIL,RLKIN„_rrt m„1A.,.Ira a" pI ,. NAt I+Mrx I4'A�IIh'L A N SL IN�I✓_LLJ NJ,1-i1-HI rHE`,L.I1101 IT Illltt ��UAAKNV ',A, ANO 111' NEE. `RUv/INE'IN^ n THE 11-11SENS—IFRFACFINsl1�RC NTFI RYa EXT<NFI•?L :1jl+u 1lhI'— I, IN At. HPIEN LLVLL, VIRTUE 1':A ON A41 FAXI ICILI 111'111011 AG.O 11.11 is. 11 eh 11-n !III AT IN G - AI EI, IA' FL' III IF rAM[RF.NMI:T'P'.I, -R„T'll 11 IT 11-I`IT.d I RRr, F. N'1AA1 R,e.i't„i:I;-5a`r;,'y`;.a�zw" IncFN-, n n: -11ITNIIC: 11 vIn-H I:FAN'rfH I- LTIr-p.c E*, NEB : P:, e; �E''E_NltlB. 11,1 e RaC- Ir"J - NPF A r w 2 a.,iTr -'•,Eo _ENLLyIeaR�,,41 LL1A, e FSL ae�M;�v-I2A_LE_��;:w'u LJllt>91=I .,1h_e1-r•wv- 11 FON'Pntn'FRaEIN E`LFANA.FMu 1;M - NSTHB:4AL..s,TR.)VI:F ITT IC]IR'I-.Y .>, �I tHEFdEANG �I CEEAWI LVLL, C-IVIlL I."INPt�✓:'I/i:, IIINnF A: ,,%TIN IC 1; 'L FATH n -HE,� NCATIIN IPrR=SEMI RFTV,u"TII;S RFLnNVIF..AM'=III I1 I�:IE II'ALE'; JL=b!LA: NE:nt1_.:f"u1'v, uL AL I,ITT ]5:nF FFIV I�ru0 SNIP ' r}rt1 1_ A'+v1� IFEALL L ILNiW,LL' b•w, uI AT ILL OL 1111-1NI.- NIT kF:1L1I.QATEFB, rr III:, :01'".:Hn II rAV.H:1n FI0III .A-ERAI AT 13 ;P-N rulr.TH U .IF2A1IIr+1"t,E,,,AS,AnxuL:=L3:L CU "II -I, PiL I I`.u1 1 "I -IF EN v(,;,"'AFFrB"HA-TEEIR BINN-N'Au MrrT NR _ III--U, ED a:JO AL INS I Hun UI-"" OEF-❑I'dEI ui n' I I,' :'I=CIFP"[, 9FA^A _111-1 Mnv N"T FF 'J(,1.1 AMli ,".I RFAM>I:NLF IE_N,IN_CR � .vPPRrur[R, n;, z LL. Jj^y V IL F_ 0" LLJ w W U ^u^i `l J Q �, Ur�••i�, 0 REVISION NOTES "I SHEET CALF 58.2 Nil 1 .R++111 41=N FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TEM DESCRIP7 ION OF NUMBER AND TYPE SPACINGAND R U MING ELEMEW S OF FAS-ENER LOCAT ON ROOF 1 0 -11 N-1 2 ImILN-111-11 Al --Tj r Z 7", I " �PTIIF� IN I -- , I , I IN,, ­2 111—�. I'll I'll, - 4 VAIU�IAP- FT'1�11�IAIIA'A-- L-13 11QIl(q[ 1F- C1, r.l+F,' IEN� T( RIP P V—Y I 1-11V � I 11, 111— -1 I JP�' OF -PU 1AIL "In HA L 7 I7N11 —11 11TIEPA—INAIL 1-or. 'ICE FAIL 8 L—F, 11JLIN,AVJ1-IN—PJ—' Pl— .1FFPAA All Ar EIAIIIII,LAAP,�- 1-1111--111 1- 11 NAIL 'All IPPl 9 1� A -A 7 P-11-1 lVTI A.R, I I IVIV, I A All I I A 10 11 5ERT0-IU 4CI-1— 11 - 01 11 ITEIAL 1, NAL Ac', lr - 'A` I'll 12 —1- r.—AT—PLIO, P- FD I,,, L C, TAD 1IPA,UINVl W! LT I �-1 ( E LmN, r - — H L-I 0,- NAIL� 11IN FIL il 0, NEL 1� C PIC 11 - - - EMI "1M I- - i IA; `'L A r-nNl-31 — 4-E-H E �.IL . . . . . . . . . . . . 4 11 A C, Tv 'All �--N I "I Or EN 15 T )P I R 90-TGA F,A7'- T1 —111 1 12E .1 Fill 1111ij 16 FIFTH. 1 —11 NALI 17 1 F—TO—HNII-NUPLAIE NA�-1,;ll ­11 F11 IN, - V OF JOIS-IISI-L -011LITIC-1-11 48,— —Ij IF IAI� 3 0 31 N-S I R OCR 21 1 -1,1 1 11 MI E-I N, 11I,N I — III L Al! 2', PUN: Ol 11 . TO 1 IF �IlLE UP IAY111 - AN, T-11. 11 1 D -.V1 11 L I N1 I U-1 'J�, JOIVP � OF 11MIAO1 13 1 C A, EICI I N1 IF RAFTEI 25 `N ' ER 11. 1 1 I'll 1 11111, 1 STI I P A 26 1"IF11 -,11NII SPACING OCIFASTICNERS TEM 13 DESCRIPTION OF PRIMER AND TYPE—V U L DING ELFMI OF FAS-ENER l FU.�..� - IF I WOOD STRUCTURAL PANELS SUBF .00R, ROOF AND INTERIOR MILL SHEATHING TO FRAM NO At ID PAR'ICLEBOARD4VALL SHEATHING 70 FRAMING [SEE 7ASLE R6(:2 3(3; FOR WOOD STRUCTURAL PANEL EXTERIOR MILL SHEATHING TO WALL FRAM NO 27 28 29 O­FFR WALL SHEATHING A 30 OF, I, P, I 1VA17R IRl :R'11-11 1 V 11—ItNAL 32 IAI1VII1F1 I'lI :C-C111 11111nR 7 A I - A' A I - I -woob STRUCTURAL PANELS, COMBIW-,(INSUBFLOORUNDERLAYMENT-OFRAMiNG I 34 1 A L I IP�LIPO.'EP,12 +O 201NIL 1P i 31 A CIAMIPI —31 N-IL IF A adr-rolp—, � N,ii ,III VIN I 11A 111^ 36 r) (D z LL -j IL F- F- LLJ rZrn C) Ui LU 0 REVISION VOTES ,,A L I SHEET �CALE 58,3 v A I A 11 "N 11 'IV Nove nber 6.'_0'_J Macke s Hotnes S Neighborhoods 502 E.. Notthwe n Highwav Grapcvme. TX 76051 Re: 2952 Bosse (Lot 1) Block 2t Dove Station Grapes'inc, TX To Whom it D1av Concern: The foundation for the above referenced project vas designed using current engineering practices and site -specific geotechnical data. The design complies with recounneudatioas set forth by the Post -Tensioning Institute I'PTI) 3i° Edition and or specifications stated in the 202, Iuternallona7 Residential Code. Geotechnical information used for the design is as follows: Gcotectn icil Lab: 08-1 Report 0: IIC247347 Report Date: 02124 Allowable Bearing Capacity: 1500 PSF Please contact us if you have any questions. Sincerely. -rt.,atGrtq. . ALAN GdLTSN7L1' 81471 Al Alan t oIlghd}, PL F-4031 I"JV, i_oIli 4 RECEIVED 12110 2024 Ti 091- 152 KOSSF COURT ' NEW SINGLE FAMILY RESIDENCE k Si".-412��r1a, it:t;-11yb t.:t a'x t'.i ti Foundation 'Maintenance and Care for Homeowners Y'n no, huna• has beyn,eusuurn•d acing a con,ncre slab-ou-grade fienadanon. This u:hr nos t used opc of ibundario i . b,o ,Tears Thistypeofformdution cann,-remlorced"nh oo'ranou:d ntill steelieriibod.g'post-tru_imu<,i randan:,, or .nnrbirrn+oa of the nca, Etos, banner, in the area use pu_i- tensi nine. aioug „itli soar con, eational reitfc-ing. All slab -on -garde brand .... -are resigned to sir on top of the ground and door or it-,yrh n—,...I is The bearing sob'. Ifs feandanuus are built ,yuh a —,ain -notu2 of ngiday. homeyei. ,hey ar, all.,crd by no,aal dzsigu pv-ame,ets,o defter rail bend a exerts aeaoan. Icpu:ahy. faundatiou i—entents are caused by sorer Change an the beam. soils beneath and durcoy ,i,nding the hortse. the m,ca attars] "chaugeibIC front m the sub -grade anil, is the re,isnue oontem. Phis is intperianr Ln, a, fast of the .fay sods or the cevtel rotor area .are "acuye'% that rs. they no, r an eisc"onaguetl. attraction lui ,Farce au1 - ell at lieaye upaad ,vhm they a- ab,e,b a'mrr. on the other hand these airy s shrtuk and b,,de nIhen they be;— dry. Ifro , it i, said that tostabihzz an seunal die mayrnien air clay sails. a is necessaz}'ta cannot Bien a, ss ta,vate,. I.- me inorsrare.antent ruder the iorndanea L tnaintamed on a stable cmiddion. the foondat„an itseit, U nnid to L more stable. and defiecuon or ecncktug in the ,valls of the home sloold be nnion-ed. When a home is censoneted. the rinastnre eonreut of the soil beneath the Retardation is fairly ,unf nn and overly chshroared. The slab fonnda=roo sots as a 11 in caveimg. o:ni protects and sraloi it, zee pi at the edges. ,hound the edges. s,yedag in .nhsidence can Talk place, drpenduig upon erivnia mesa] aftuen... tf dte,oel onrarde the fi nrdnon along the perimeter is not ,ye!1- donned . raimrarer. spnnkler,cater ar other nriearinn,carer may S.uiddlz acid .frneh sanrrare the adia..at :nil under the Norr an -a, The saturated .u,il rah s,veit and heave npRard. causing "zdge tuft". +na die ndrzr hand, if z<,tznna is neglected. and the Toil is -p... d m onne, son yid hot breezes, the soil,vill dry oat, shrink. track visibly, and subside, caning "edge dmp" nr "center lir<". Esther of these eradnira, mac pr'ogtess to else ponit,cfore die il nndaunn of the hmne a= deflected, and the frame nr,e re abnce i s distorted turd develop, severe cracking T, is imponant that as a homernvner v-rn+reahze that ymu fmrrniatian is Bare than in., inett, ya;sn e concrete and 11,e1 Tt is an etenient tbat,vttl re^pond to changing <endinaax,;. and it reeds ender rand:as and uiaiueoan.e if it is gnag to an-, sobs{ ofny sen-ice. Th, fohmving a:e .agent r aoneoded pro: educes, which ill be helpfid ni do tt•gsob I i Tie certain that nc, card o-aid the hone stopcs a,yay flood" fin-datte. Any "Wriduig or pcndutg e: nn uecc to Ilse hen lane son "n"undue amn,,.es_aty soil and fo-iniion movement. Se sere the bnslder has.,Salxd ,hy yard for go+,d dminagc r,d lb. A drahrage ­ a1 ere .king. A +i . slots is nova recoaaend,ai t+ the Lueri+snioail Mid -fen 6-Inch drop in in is,,, ? t L and consua. nt wat ial strand no pet fanned rcgnter1y and inen, M tuning d, nr 4lrenghl" i--is:. tV,,,e—g should be dune an, .no all eid,� of the Inane. If a spk: rrncr sysieur,a instal t it shared ,rooter the entire permeter. Zoning the :.ys,ea is rod vl ,}Leer o, cr-sa,ntsinn ought a,lm e -,or along vattous poidous of the hor a rinsing illy prr.ods and if n is an,nuied w ,cater arty [he tb,mdanon. a soaker hose laid ayprayiniueh 18"�rm�+he tmmdx,imr can Lk alio+yed to dap uunsnus ,(o» ty ono the soil, sey'eul Hours a is eek. Thus pra:rdine lus been rse,l wecessfi,ll}'. f flay, nmch na,er ra rnongh:' rLe arse: er is uteri soil should be damp, the imrch arxI shoidd be able to be ngoee_od into:, bail. v, Web „ell ietam ns shape. Ifni,, so,t h hard of ,diet,• or,tacked. it s too dry. If it is satarsasd or "squishy': n i, one ,set, i t t f and shrubs can absorb latex gnaetaiss ei,vater and their rant aystetru can undennae va:u foa idatten. It is typ.ally necor—tided that ne,v trees be plant mote driu l'_ the canopy vidth of the aloe r rise nviay front the fonndaoon. but na closei Than 29 felt, E­nr,g Trees adisc,al to the fonndauon shmrid 1+e removed. The laigerdir it,,. the greatei the [briar. Deep plane-;L is filled,vah absorbent planter tax sodssinandour be piaoed a,tjacent m hs fintndat'.a},y„„G„,„,,,„w,::::,,,.y,..:........::.:.:.�,,;.::.::::.,.. T, Ia isremnuner{zd tutor ymr ohzck for leaky boss bibs anC ancmidinansrcrnidrisznua dratoptjl..,vhich dliaaisaIAezl,i.airzed „arer a In the,afitaide — -- 5, Cutters can rypi,,Aly be n..ed in help pree-ero roof-i,, nJf from do nar.g cone ennsted gnunin I of knee in„, tt:ne,ymupd a{ Ceta entrain area: and roof valley locatrnns. Hr,n,, -in {eater, ;hm,ld have dm,nap.,nr estensions . .—ifstir,b4d ks dndtfi rsy1Teii,,: ,hould be efeaned reerrlarv, Thespinsh biock,Anrld not direct rho flu„- into pfanrerh is. 6, Be a„a e that alternnons and nnpro, emenrs ,rich a, ae„ landanping. s,kintn peel. d,rk,, , i_14 ere,can of Ise the daama_z pattena, otvnuihars and could induce p,oblero,,,farea dram,gem, art pmper:vadd "e red 'yotta'Isiri n .- nrrenuidingniadaa.en^Ions,mce additional Rater cold he directed at onm recidencz II No- �Flt �IERDETAIL A-) 'L+ I - 1` 1I ­Nr I 1 11.1 ,A --- --- '0130124 RRINFORCRMENT I'll TT TI, �l I (�T PCIL BARRIER DE AI 0 �00 �L.a T.:­: LLJ _21 U) 0 N, cli (OZ -V CL aAkR?RKTAIL CONCRET; INFO IN- Ll Ll, 4 BEAM NOTE REVISION NOTES T-1 FOUNDATION PLAN SHEET S1.0 ,,o I 1vp L� IN 'IN J, — 11 NAPI -I 1 ­N _P, L AI IN, `F1 'I [IN p I. III!' IT' -Pum"�N­l ' PIT LI­5ATJ EXTERIOR BEAM WITH BRICK EXTERIOR BEAM WITHOUT BRICK LEDGE _11 VA, Pl� N iIN,11 -IN nV �A­V!Ll I EXTERIOR BE AT GARAGE ENATIR -AM EXTERIOR BEAM WITH CURB YIL- _14 -1 1 ( 5 ; 111-144 ll N tprA_, v 7 EXTERIOR BEAM WITHOUT BRICK LEDGE —C-EIR11FR 5 1 ILI 19'AUrl IV" L,- AN TvPICAL INTERIOR BEAM (8 -0 .. .......... 1. 1 OLDF4,, T�-Rl 'MR IJLCIN TA' 'lARTEIIIIN NwF ­N Consolkhted -11, IN 9kF�" I =Ise I TRO 1O EXTERIOR BEAM WITH BRICK LEDGE e, CURB z 5 z A n11­ uj LA NUL TIN, 1 0 CL �,V I b,l h ZN,p A l= EXTERIOR S-Am wij+ibRickLE'bGiE TAI, T`r,�� I (6 ................... ui _C�IAIPRAL 3LLJ : 'L,L'Fu A v, 2 Nt' Ah­jH­­,.­ I­­ A�­ r­L I ­ w 1—T, 1,111 ER rr �Iltt TI­Nlul. 1Q Ill i,l I,1d­IQ q­-0— , 2 REVISION NOTES Tt� p IF I I A SHEET r AFN$ONI, ANP SRIC<L-=E, I-F 11,N (r I I,)- S=T I`CRVIF--- &= FOUNDI[CN PLAN S2.0 - EXTERIOR BEAM STEM WALL WITH BRICK LEDGE ��FF9FAVNOTE;N-AIIE(INE"cR9FAMcTF--T�k 5RIINNY- 9 LN AEII-ICNA. Et %I REINF�R,?E%IFN­` -A[ NFI TIT A, DEEP BEAM REINFORCING CHART Ina -Nxr. WALL ('W) WALL = BARS BARS EMBEN'IENT(E) HEIGHT THICKNESS = (A} (B) SOIL i ROCK --------- ---- ) 11 .1 12 2 6 06117,24 WERIORDRO� UP To Nr RE101 ­111-FF, la, Consolklaftif 'u, 1111 N­ REE T,Yi _T� FRO KI, Fo *11 Z IIR-R F @ 1 is F1�11 NT z if"up, I, 3 z uj FITIFI-1ENTF11 IF IF ,_A11P11 -AN I EIT FN 9—Y N, EXTERIOR BEAM UP TO 4'- 0' IF, 11 rrDROARICK LEDGE U EAM RO EARRIER DETAILZ 0 _ KL//.i k CL 11` DRAPED BEAM DETAIL TN- 111.3 J_ - I-1 T N 114; .1 T110 LI ZI w w R (11, ­11 N 11 IN I IF T 18, "'R �,�F"' 1,11 �,'.­EF -P N-EL� 111 11 IT F�t AVT- ­11, T-11' In zN1 I, v1FI I MANII 11 F_ 'IT 'AIN 1� DFEwP I F F­', �j F,­ IRT41-NT I T1 In'llk— b,111-IING N—T I _R ­IJF I :-N MNINIJM �nEIF FT REVISION NOTES F11 F"'. IF -7 TI M1FFF 1121`1 N`9� IN FL','TF, LA SHEET NLT5 _FI S2A 1 -1 -IN R11 IN INTERIOR DROP OVER I'll DETAIL @ 48- TO 10' DROPPED SLAB EXTERIOR DEEP BEAM" REINFORCING DETAIL 4) ", A 1 o NOTES: "Al RF­FN­: I11T1 1­1 115 IF" I . . ......... —IlT111LAll D IR 316 A-- I TENERS T F C I I C 11,06,24 11-11AT711IFF T' lI,Ajl_tee ----- -AA L VLI—l­11-1 F— I' �IN 11AA AFL_1[_--1-TF1­1Nl TI-E RNF-SRE1­I.1A'1 F"I'L I ,DD,'K SFA` B- P N PL Y,111 'L, -1 ull FP IIEN- IF,, 1. "1 :p F7 7I1 K AF111-1111— ry In lo, 0 W ­lI" , (f) LEGEND c) al, "I ','RI IF I N, A 14,IN -ET PF 7PI 11 u) �­E I Ply :­P FT-111TI— FI-5-11 a) c\1 z I NOTUSED NOT USED I NOT USED NOT USED 'EF DFI, _yP_ 0, FI1_ NOTES fir\0 11 , RN erne s. if _NPIF-, -yrm'=r FIAIVI 71�1 LIFI 11 F 1672 11 1 REVISION NOTES 'v� :4 4 IL P 3FIL - TIL,'11'11 WIND BRACING PLAN RECEIVED: 12/1812024 sui SHEET 2952 KOSSE COURT NEW SINGLE FAMILY RESIDENCE r'�ft'"NeVlPI "N Z�', P F ........ ,",A,,� EI ­'�_I4 " I NOTES: LIF I WIN IF' III 1 IR-11, FNTI�: — L11 I I ITI I'll 11l IIII I III I'-! I HII'I-I NP IF 3T1,FL IF — PFYPI 111 IN NI - -111 EYERS 1p - D3E � INN I I, I I IF 111 L,011 I I I F I - 1IN I I I N1 F IP N, NII- I IISIL-11 I .n1.1fv ;III-111.11— 11105124 N II—IN1111- INTFRIII FIINTL-, 11Y IFATIA-ELITI I-NIF ,',CA 1 '11, — IN 1 1 I_ FAIj , LE-N—L 1Y— IF NIERYIELLIA , S,I — 'I —11-41 � flIaVAL —IHALF-111— 111' 1 --1, 111111.111-1- I'll F." ",'I IIIIN FfJNFPFN1[, FIFFFF-DIP—F-1 NIP'l, FI IE ConsaWftd RRINFaRcamaNT 11 11, 11TI,AS CCvI IF IK-17-1 11- --1 1 11 N I I 'I =11, I N11- L>l ,1 , E1111) IFIN I �N_1111 nun%P 111IF I I 'I F', I,IY I IaeF I M1 o C) 11, 111' NIIIG F1111-1 0 LEG END I.II r -Rir now I'll III W-11" 65 0 ' m-,M` I F IF , "FIRT NIF-A �e o I'. 14—HE - - ,NcI II F ("IFE PLY :1NFN YFIII TIFIN F-51411 111.11­1 CGS Y cNi NOT USED NOT USED 2i ME = NOT USED NOT USED 1-18,111. NP, N��,Il"FLI11" -Y1_- LIC, N 'Y', y FLY-1-1 Hill, IFIFIIII NOTES ILIF I'll, Fl. 'I 'I I F1 N-I -,tQ. FIA "LI FI-I 71-1 11 11171 11 1 '1IIFTII 1F1l1-_FL I—D�l wuls IF, 114.111--D I'- I.N H, REVISION NOTES Ind FUR W ND BRACING PLAN SHEET is S3A tj 4 J 05,02124 -JI 11 ConKlIA-ded ININFORICBMINT -IF I IFI, 1� 7 111 IR t,l T -_I- ONE STORY WALL PANEL CONNECTION WHEN PARALLEL TO FLOORICEILING FRAN,ING CONWC AON WHEN PERPENDICULAR TO FLOOR/CEILING PRAM ING BRACED WALL PANEL FRAMING CONNEQTJ N, --- ------- ry UL1 v! UU ......... < (D Z 7-- -------- TYPICAL NON SHEAR/ -- . . . .. ... 1 BEARING WALL CONN. i i < < -DOWN SCHEDULE HOLD SHEAR WALL SHEAR WALL __(� 4 CL M PANEL DETAIL CONNECTION ......... .. . j Z ... ..... .. REVISION NOTES IFI IL v- I 111L DRAG TRUSS DRAG TRUSS 48 AT SHEAR WALL AT SHEAR WALL SHEEr 5­EAFVFk1_ TH1,65 AL[(,NED IN SF EAR WA'J54.0 TWO STORY WALL PANEL PORTAL FRAME HEADER STRAP CAPACITY y __001 ­,,[ - T­­ T� ---------------------------------- ------------------------------------ - F­NT "I --I' N AA PORTAL FRAME (PFH) - WITH HOLD-DOWNS 4 F7 -N 5-6 SF WAI L FRNdING (2�� wk__ Nc r % 4- 4'-_y,,. 71DIT Fl -­TllN A - Gil 12"-24" C.I. PORTAL FRAME (PFH) - ALTERNATIVE T ... .. ..... 05,02124 "F_ ConKdl&ded T­ �l OVER CONCRETE OR MASONRY BLOCK FOUNDATION (Y Lu < ........ ..... (D z OVER RAISED MOD FLOOR FRAMING ANCHOR OPTION — — — — — — — — — — — — — — — - OVERRAI SED WOOD FLOOR, OVERLAP OPTION IA AA CONTINUOUSLY SHEATHED PORTAL FRAME (CS JPit_ 12 _ PORTAL FRAME AT GARAGE (PFG) 'TNl 'H F REVISION NOTES 1011 1 A— H T SHEET S4 I RiMINIMUM LENGTH OF PANEL ON PORTAL FRAME 1, l 8 3 ✓ -------------------✓ a _ _ p6 cc 10 UT[, ITT" --1- ENT PROJECTS 18 15' RE- " � \ NG LINE FUTURE "OCL C0l.TERR�.CE� \ � I y ' J I I 61 � Z J ! 6515 5Q. FT - FRONT :'..L \ \ CONCR. RIvE C C331 SQ.FT.) II GC\CR. P.=`.vERS- � v 1 (46 5Q.FT) iO' U-ILIT' L -eEMENT SI E DaT-", CI--,�RT _0- SiE_ 6515 5Q-T MAX La- COVERAGE 3,583 SQFT. , 55'=, -O- COVERAGE PROV DED '8 - SQFT , 44'5- M.1 IN-ERVIOU5 COVERAGE 4560 SQFT. (10'. IM-ERVIOUS CVG PROVIDED 3-54 SQFT454'e- 5ITE FLAN 5C ✓,I: !� " - �' NORTH !RECEIVED: 12/18/2024 ;24-004584 2952 KOSSE COURT INEW SINGLE FAMILY RESIDENCE s DATE: SnB-/24 DRAIW BY: EX5 CWECK BY: EX5 PROJECT NO SPEC. NOTE T4E GENERAL CON—ToR AND SWEET MIMER A-L $J-TRACTORS 5HA-L RE'IEW T-IE =JL- CONTEhT OF TI-E PLAN5 =0R (� D'YREP?NCIES F,ND OMISSIONS PR OR TO .C-ENCEMEN- OF WORK