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HomeMy WebLinkAboutRMISC2025-002311 " 'E JOB ADDRESS: LOT: 12 . .... ..... DATE OF ISSUANCE: RECEIVED: 6/17/2025 25-002311 918 SURREY LANE PERMIT #: DETACHED 2-CAR GARAGE 11"WIT APPLICATIOLN ft ELECTRONIC REVIEW 918 SURREY LANE --SUITE # BLOCK:2A SUBDIVISION- Delwood Acres BUILDING CONTRACTOR (company name): Maykus Homes CURRENT MAILING ADDRESS: PO Box 92747 CITY/STATE/ZIP: Southlake, TX 76092 PH: #817-3293-111 Fax# PROPERTY ® Cory Duck CURRENT MAILING ADDRESS: 918 Surey Ln CITY/STATE/ZIP: Grapevine,TX 76051 PHONE NUMBER: 214-636-9585 PROJECT VALUE- $95,000 FIRE SPRINKLERED? YES NO X WHAT TR AS WILL BE NEEDED? :- ELECTRIC X PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: build a new detached two car Garage and associated flat work USE OF BUILDINOSTRUCTUE: detached two car garage for use of exsisting home G R R NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: 575 LI 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) Ll I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for I & 2 family dwellings) U I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this pernot 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 RENTE'A'ED 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). '5 PRINT NAME: Eric Schwarze SIGNATURE PHONE#: 817-229-3590 EMAIL: Eri@maykus.com CHECK BOX TO BE CONTACTED BY E-MAIL 1-1-1-11 THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Consti-Liction Type: Pennit Valuation: $ Setbacks Approval to IS ric' Occu ancv Grou L' Fire S i arinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbing:, Zoning: Building Wi'dtla: Rear: Mechanical OccuT ianc,, Load: Grease Tra, Ri,-Yht: for 7 Plan Review Ap',,roval.,' Date: Building Perrnit Fee. Site Plan Ai k roval- Date. Plan Review Fee: Fire Department: Pate: Lot Drainage Fee: Public Works De,,artinent: Date: Sewer Availability Rate: Health Depart enti Date: Water Availabilit,, Rate: Approved for Pen -nit: Date: Total Fees Lot Drainage Submitted, Approved: Total Amount Due- P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMSMPERMITAPPLICATIONS 1102-R.,.11104,5/06,2/07,IV09.4/11,2JI9 ADDRESS 918 Surrey Ln. Grapevine, TX 76051 LEGAL Dellwood Acres Addition Blk 2a Lot 12 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 OWNERS •Lynn Investments Llc Aubrey INSPECTIONS 10 1. Building Setback 2. Building Foundation/Footing 3. Building Pier 4. Building Framing 5. Building Bracing / Sheathing 6. Building Wall Tie Inspection 7. Building Energy Code 8. Building Termite Verification 9. Lot Drainage Inspection 10. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Eason Maykus **APPLICANT PHONE NUMBER 817-229-3590 VALUATION 95000 Square Footage 575 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENT - LOT DRAINAGE PLOT PLAN (CITY STAFF USE ONLY) PUBLIC WORKS LOT DRAINAGE REVIEW.pdf DOCUMENTS - MISC 01 918 Surey Drainage plan.pdf DOCUMENTS - MISC 02 permit app cory Duck.pdf DOCUMENTS - MISC 03 918 Surey Ln construction docs.pdf * ZONING DISTRICT R-7.5 APPROVED TO ISSUE ELECTRIC YES FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 1,121.25 $ 1,121.25 $ 1,121.25 TOTALS $ 1,121.25 $ 1,121.25 $ 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 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Accessory Structures Project # 25-002311 Project Description: Construct New Detached 2-Car Garage [ELECTRONIC REVIEW] Issued on: 08/12/2025 at 3:25 PM MYGOV.US 25-002311, 08/12/2025 at 3:25 PM Issued by: Connie Cook Page 1/2 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). August 12, 2025 Signature Date City of Grapevine Building - Residential Accessory Structures Project # 25-002311 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 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 25-002311, 08/12/2025 at 3:25 PM Issued by: Connie Cook Page 2/2 I I 119'- 4 Al OT 1> R- rn ril X 73 �4 4 M 1 , 0 77- ...... M Fq IV SUE WILDING LINi - — -- - -- - -- - -- - -- - -- - -- - ---- -n- EXISTING 5TREET CIJOiB _0 I ' - - — £F-ccEssoe, I 1 Gy?NG. 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Box 92747 Southlake. TX 76092 Re: 918 Surrey Lane ILot 12'Block 2A) Dellwood Acres Grapevine, TX To Whom it Mav ('one= The foundation for the above referenced project was designed using current engineering practices and site -specific geotechnical data. The design complies with recommendations set forth by die Poxi-Tensioning InsNtate (PTI) 3rd Edition and, or specifications stated in the 2021 International Residential Code. Geotechmcal information used for the destan is as follows: Ueotechnical Lab: CRi LABS Report #: 25-096 Report Date: 0512a- Allowable Bearing Capacity: 1500 PSF Please contact us if you have any questions. Sincerely, "' ..7 ep- 4LA N GOL HH LY '� 81471 ., Alan Goltehtly, PE- E-4031 yr .. . .. ...... ... _,...... _._. _...................... � ... .. 4I-rU- Ee.lTF"Pi I[il-iw 7t No' PILE4,IFT. vOrMf .. Foundation Maintenance and Care for Homeowners Yonr new home tars been constricted using a concrete slab -on -grade f nndation. This is the most r,,d type of forndaton sysnar m Teas This type of foundation c,m be rcmf romd won conventional mud steel minf rcnng- post- tensioned tendons or a cornbinahon of the two. Yost builders in the area n, post- teusanung, along with snore canvergi rial r..f orcing All stab-.,g.da f rse d,amas are designed to sit on top of the ground and float or flex with movement in the bearing soils. The fmmdahons are bnrlt with a car tam ano an of inanity: however. they me allowed by nonuat devgn parameters to defizet and bend a certain amount. I ypically, foundation move cents are caned by some change in the bearing soils beneath and directly ,nionnirl the horse. Tire tows, cnhcai "mmi geab le" factor it, the sn1,-grade soils ns the moisture mutent This,, unportant hearse host of tire clay sods in the Central Tests area are'tm bee". ,hat is, they hate an electo ntagnehe attraction for ,at,, and swell or heave upward when they can absorb water. On the other hand, these clays shrink and sohsrde when they become dry. This, it is said last to mabihze and control the nroeernent of clay sods. it is necessary to control their aces, so wate, if the mmstam ,ontenr under the fonwdation is maintained in a ,able condition, the fmuidatron itself-11 tend to be more stable. and defiecboo or mackrig in the walls ofthe home should be nunirnized. a4'Irra a home s oorustrnec sl, the nmistum current of the soil beneath tire in e f dation is fairly anifnu and evenly disuibutd. The slab boarmatim, acts as a hit or covering, ,and prwtecis and stabilizes it, except at the edges. Arouid the edges. eweiling or subx im"t, eau take place, depending upon —'von . ro"I iufluencrs. If the Sod outside the foundation along the paritneter is not —If- dramed, rainwater, sprinkle, water or Bitter urigmion svnrrr run}' puddle and slowly saruale the admceut sera norder the fomalatom. the saturated soil will S"e11 and heave optimal, causing "edge hit". On the other hand. ifcatering is neglected, and the soil its exposed to and hot breezes, the soil will dry ,it. shrink. crack visibly, and subside canting "edge drop" or "center ltt". Either of there condmo¢s may progress to the point "here the foundation of the bring,i< deflected. and the fume stmcmre above its distorted and decehops sever, cracking. It its rmpoaant that as a horan owner con realize That your f raadather is more than Fast inert, pass, -e concrete and steel. It is an elemem that will respond to changing conditions, and it creeds tmderstandmg and nourom an s, if it is aomg to ,,a montactory -- Tire following are mwmol recotnnrnuuhel procedures, which will be helpful in this mgm& I t Be cernaii that It, yard around the hour, slopes away front the form lancer Any siaadmg car pending sir are, next to the famdahon undue nnur,cessan sort and foundation mnerment. Se sere the builder has sloped the yard for good drainage and that all drainage Swale. are working. A So"slopes nww reconuuended b y the Icamontrmaal Itrandenhal Code. (sso equals a b-inch drop it, 10 feet) j Fan and con -but watermg should be perfmned regularly and fir —seed during dry or "drought' periods. Watering shontd be done mound all sides of the horn,. Tin sprinkler —tent is installed, ashcedd water the entire pelmet,, 7onmg the s no is tended where Deer-sntnrrrinn might othrncise occur along carious portions afthe bnme fmngdrypmedsandiftis intended to water only the foundation, a soaker hose laid appo,ormiely I8" from the fun rdarion can he allowed to drip momsmre slowly into hie soils several hours a )trek This procedure has been used succes.fill,, illow nmch water is enough" Tire ansscer is that it should be dainp to the touch and should be able to be ,qua—d into r re bail, which will ran its shape. If the and is hard or dusty ur cmekcdL itis too dry. If it is wturat d or ",quuhy", it is too wet, i 3) frees and sluvbs can absorb large quantmes of water and their root Systems can undemnne your tnundebon. It is typically uendect that nen trees be plaan d more than 1 the c,nopy width w1 the nuhu, tier a, ay from the bandw on, but no closer than 20 feet. L—turg trees adjacent to the foundation should be removed the larger the tree. the grease, the threat, Deep planter beds tithed with absorbent planter ton snit should not be placed adlmont to the fouudaton. 41 It rs re orworeaded that y-on check for leak_ hose brhs and in,conditioner condensation dinanxpes which mold induce localized «ester orf the sub -grad, . 5, Gutters can typically be used to help preyern roof -nit -off from damping concentrated quantities of wmer into the ground st re - abroad areas and roof valley location;. Itwmes will, gone. shwnd lirve dosxuspoul esho,tion, and splash block, and the systems should be cleaned regularly. fire splash block,. hould nor direct the fluty hno planer beds Gl Be moue that alr nations and i alf—merits such as nettlandscaping, addmon, pools. decks. sidewalks. etc_ can change the drainage patterns wf your hwarre and cadd tine— problems if axe, oiramagr its not properly addressed. Note changes in surronudmg of adjacent lots since additional water could be directed at ynnr residence. NVId N0liVClNn03 S3iON NOISIA32i AiON NV39 0JN[ 3.1380NOD oo gz/90!9 'J,1,1111 J 1�111161HAIIP,1111N"M 'No NIIJD�i�M'�JNII S 'OH N, 1Hl �V-HJN�,M')�C �,H N'l 2103, 1, -.0 CNl SUIS,so $6i:b SLOVE—Ewlc=-- ,�,• VC. Ei IFICAT DNS _. z N'L'ESA rRO, r F R r,h M , `i �� � ,N P.,J e pn�a a° . " F.w E L.Ehu'N NEON g p „ R °, „oan, b,a a„ra — _ a r,an r °'+r T, = - � ., -vr ° r Pe �P�d taieswes� r, e a P c J A7 � - -k--eaR2lEa �,.� — _.3ou'•f AI o- zci -➢ �_ .a/ Rd ry niwrpi,ohno��eoar :ETFvroN NN -•fit:'{", 06/17,124 hR x,o EOE I 11 , °I rev5TV 615 o``c:eo©a�NuEw=Ncins IllIl " FEF P11N r,rra, u Fars; one,,.n.e ca l ss s r. «m It, be-x To r°ed Ease S&INVOBCISURNT M E vy- I. 'JNrnNVR Exw Luvl 'J 'll �1STFJf v ,zr TIP n M1rs °! ° ° F F ,v f -� TEXTERIbR BEAM WITH Bf LE t_:r - -=�T:-RIOR BEAM WITHOUT BRICK LEDGE "31, EXTERIOR BEAM WITH BRICK LEDGE &CJRB, ^� F - -'1 g `IFTINFIN `r S a .: - i - - �3 TrNr ON �, .0 J - ,. r=, a ,, na u^ W EFO- L-3Es�1r jTE-Vv`- U6 ENPLLk oasw -- DE +� _ G .. ,_s O CeC g," z�v vpFazdi son,addp„e:e aa ,doc�,fr a va,unnroan+,Rrs ,•M1de . VM1'� i °alJvf,vn+,=e<X.eeJb.p d:OFT"N ONE DR'fvN.2 M1 ^1— LFµTFF(N3 RFETUEVVAPSPUN zzp ?Jena:e suF>°�, erc°rzmaiesar °�e,1 J e- de ails i7 0_ t °RFL F'11 9`FF PLAN > RreE. ,LI .J"- i 4 EXTERIORBEAbi AT GARAGE ENTRu.aEEa�. _,.n 5,EXTERIOR BEAM WITH CJRB "�% EXTERIOR BEAM WITH BRICK LEDGE _ d F FILLtutA-rERlAlaen>°r,<.<a ev,A rr nr..:eaa,r W zee.. sac-, ,o °• ne °F n I W irr°.am�`9nei�oo:�gi no�nv=n`FV,neP'-io. IP 1tv P.'oEt NYC RI,P1 - UB ENDCI ON TFIOJN " G HL�EE Nc , - r'9-Er.rGl ays v, �<az i010.iers •• z , -\ __.._..____ ( \ \ ��� Y .. ----' ° A„ ,or nznm.m abz a,vy : r . . YIP- --{#�\//1�"" \; O.Y AP' FRABA ER e lsleie n e "T e ..Ju.,EtILON _ ��' ` s w w u Ua N�t)h , Str ( , F'LL 1 - "`` "`°" " ° ' REVISION VOTES :-ns<Re-T LINTL,- �. BEsnicN�ans ILL FUN ,z llr E.:V, T-IE CJ',NI-RAC-CR SHALL VERIFY AL_ CROFS, CAT= SHEET .,N _ CMENSICNS, ANDERICK_EJCES / k_r- LrEti (DO PC SE- FJFME C-F OF FJUVDAT, ON PLAN) EE F to _ SCH �E .-. vBNMrvI[TH, , sz.a '---F_F-°�E t EXTERIOR BEAM ,_ -'- �EXTERIORBEAMWITHOJTBRICKLEDGE TNPICAL INTERIOR BEAM 9 STEM WALL WITH BRICK LEDGE SEE BEAM NOTES ON FACE ON=_FOR BEAM CEFTI-a LIA By 7 i S, _, .0 8 : SCUL-aa =1.: -Al =I AN' ADDTI ONAL BEANREI N=CR ER'E:T —Al NFc r 3:k_ ""'1, 11 O6/OSl25 LM ECA2 cs1cR�.,F � _ — tonso CBYBST kr MA uvRn ... � i kV xl, no . -i 11 t 'a •a J t � I I' .- Ao -� -4 .-� r'-r_i i�Il d O W O m i„ < ca a _ I Ia I i W w - ..,,II 1 3. 1 of,E, coO Oi0) Q NOTES BB c_I"IFPESTIVI ON 2r:vl(R�,aN..'.'�tGl D ,SESCIL He uu Lt PLAN NOTES: REVISION VOTES , TL QNSTRX IJN6TAL—SNEJRM--ERE:JIREVENT�,af THE ' EDIT CN D,: yF. N`E.RNATI-Ai PFBIVFN—IA_I— - — 2 DEIGN IS FORA COMPOSITION SHINGLE OR METAL ROOF. - - - 2.6—IPRS,2.+"cc— JNG CEILING -RARING PLAN 3 IEI'JN:.,JISTSSHAL_EO-�-4'7.'CENTEF'Ji.LE36NCTED eGSHEET E S5A J REF=R=N'E=1:AV Nr, N�FE:'sF'=E'FJk ACJI"N"lAL R=_.2JIR=A'�=h`P [[vv[tI, uI'x[ uI„[L,t Lrr t><N.rm "x[�Lr+,t•;. n uce F[L,t Lr iL, iL us,Nl. ,t NL ,I[v,n e rI-I o[+II N La ILO elv L'xtn ruwu ,IFI nr LLrIe�[u 5 N.J BT aRAG[A_LEtVED rJ ATTIC'U flC1EXCEET I., hATih✓ED AREA A- BY _ :I, ... ., .. - _•- IOB hun aFa Bf.rN,B_.1`N TV:s Ol 1�­ 1:91JN 'IyIS S-C^ E-13" NYIJ 9MWi�j Jooa 11 1,: =100M IV13W H0:11I NOIIISOdWOO 1.111 SI N-21 S21ON KOISIADd S310N N11-ld ias 1NO — .0—d NO volisa SEUON .. ..... . .. . MAMM MUM _HT ILcrvc-I sEEIt, ILD,` sF \ / dc.,F�R�(,1Ir.., J- `_`E„a H" ,r" r " Er C - 12 RrJ "- s 1',(EEr+r.RIiy ONGs ,-f "F_V'+0.0- ,LJV:bS , - - III R_u _ - IJk soil It I'll laLu:kVU� oL _ _ GFs,-, akr \ HFr F. I Yk _a, nu_ _ \ 3 k OEn " S r , R wJ lr/ s�"iF i1 =�45IFFT,cP1F - `,,. }y, 0('JEE' 'Al c T =r JE'HIII ' u E5 i r ' ( ' ;FLIN.Ir. os/+ans �— l_ �_ _ � / soE6L<I,�r'Ru,E NIl E 0PPLRTE „LlSFs-thn :rusaII'-, pY� HEtE .L _NG s J 0� .a rt „ .(G..N�. HLEt `{j N+,FvtMN A "' R ^,r. Sr. TIRFSFNT•11L .IFT 6 IN a T sEEHacFLcwG� - 3E. O,TI,NUD JI Tc,tc IF N15FI FHriF Ir— - stxaosesrsa F 'IL IF.HR1FLr,,,,.s 1.1 TI ';`M1 -"ER R IINI ;JI SECTION ,.n SECTION SECTION &C ITIt- ` P, NT SECTION OD NFJF=L- 111111r, IcST' All IL 11D .EF Harrlf IE M J pLN Run Y 0 1\2- - - 1 _ xG a _ (1 \ �! cEBILL- TIP IL —II F N GNS E �.II-Ell -F^5'.y Y -- 14 'N"' ii it NLTEa ti� t SF�M �� cP6 ECOFMER - � u(R �NFv, OG j26F'g y LL w /NOTEs ,=r04 ,�ss� i�yrIFCF: ,,lyi'� _ LLkH,E.t U r_ i — R: _ xxll, x x k11AL BEN LEJ,N,iE'TT0 L_ — — FRITERI,l7 it.,L,w,EL+; sE F.w. ITT JUS RIVI ITO F,�a,c a- SnJ �� c I— cI 4HrTr.Rs. 1 PF­FF°� F�,N-"A rvc W J SECTION KNEE BRACE CONNECTION DETAIL oF DORMER FRAMING DETAIL - e'UC,NaLL (— Lu EF)EIJR aR IIN it A RN DIE SEEHF;N-GnGS F srF_L r�N Esir�s vE.pFJ JIH_Uf. t, VEVEEi---� _ - FLar+L.VEV oI rE F r , RE T11111, ,,,,EOLELEJ ,F4� _ .i i I:"aaORL .Ir„�Iz, _'� " E E s=( JL s„ ONPL-UCrcv \ , .ar �Hc ,E L._.. _ ` _yrTEs I . F . (I E- HVG.E TCFOF.a;r - ."cr IJorvr., ;_ro _=u=TFNFR-; �Hr rEZ FeIJ 're sLe�Ee uF Tcy iruvo - .)LswvuPr}^l PT-nci FR=-w,rER-n xes Lw�aER rYHn R,vlLt r;�R R-VSIOV VOTES IT ITLJv �i; J,g.y,. y-- / SlraFS F.SrFF(`vr,a,z M-INNI VENELR SFALL VU':.JFFON'—IERIICuL_u,aI,FieR'R,xu,-11_OaO,JI'kEvtvtEltnSLbE•_— {- . 1,- - l PFJV,F MIM1IM IM. F.=wRIN,w EarY FM1, r.-TyCTFFrllt„ - - - SJLvvtiL FF F. NJ .�e n�LL .F,.H IIn.. —'; Oar FRHMIr.0 .svG._ 1 FEJVJE Jn_f UN N. -H1,N N..v:'rf,,LI1 III — v r � J LGVC�_E.O-Hhr,L�EtH.L F�F.HUEc,N'HE VERT,. P, PCSI'ol. ' r✓`I ,, a i _Ns `isitI "� s s=_e.u>rE cal�LLaE sncr.o+:Ec,�,rnlHaJs'ir.116rl�F„Ir.�, Exc ^a, rca L�ITELS M,oII EJF.cF �'jSHEET SUPPORT OF MASONRY SUPPORT OF MASONRY RL wL,M RL_ sn NaL=ERNE P M1RE S—E„ SU VENEER ABOVE ROOF SECTION VENEER ABOVE ROOF SECTION (D— LOOSE LINTEL DETAIL oj_ N,,A ,,y —, MA, AMSPH.EAYhEhBERS NBE - � v .o � c AAY_ f, NA% ' N,_MEtV'W' N55EM1'dLr 6 A'nELr J,. ' ��. �LICL[ MEME.R 'T ,„y J� o _ _ _ _ LF , •.,� ��e awi LI _ 4 TP-accNN.a IF orw ac oA EJ m TO 1I� 11 \� -- o TL,T ica� 1 ; z - ' EacF FJO HT .,a( ,w n'JN \\ -T V05/18123 P3,,. F„v FLAN U�U..HE.II N� \ -YP EA JRn k A�EEME R„ ©L, E 5 PN„ aL s z „5 Y/RI a NEN Nn , _IM.StN_,FR".L.t HIP/VALLE`EnTr< _F J clt'PvJNa„_,r,.E 2. // �. �w \FVITi.`; fi:riiNt ue -P-�-\ `�"`v�fi iH�ev nc,l„-e so 11 uL.H DGE CO MULTIPLE MEMBER CONNECTION DETAIL SPLICE DETAIL ARE NOT TSTJo_oaPUTE &°iesussr i - "R ,N 1 _ ..N_ M - tAL FFO iE`iMPECN CN "cAc., C'cE0 Ea.F .ICE IE iJi,tiy -� „�- ' ,'; CD PI \\LIF JT OaTFJ E-AAA. #r�� \ VY'�- JLl fJktLNilY : , _YP ETa O'JOF�Cat R.-.FEl BICEPL ` kE.tiEntt IN "/ % �- CJN-INJGLS JFAEt ; `' ATR-CORNEa'0 /IY \ �A 03JRfaP �EptlTry VF4NNC NG E_ j-J_____________ G \ �\ j /i _— _ 10,NIO TTRaMIn(a '� �• I . —PLRLV 0 RF RFaL Rr�N T,,F ENr< \ o« T, E ECA U,�r F_R:PFC-IN-RFCF OP^f„M1i uk.w:ln:, TO(ULVO,,TIIN F, EVA-IcN J TYPICAL SIDE LOADED LVL Q 8-SCREW CONNECTION DETAIL RAFTER SPLICE AT PURLIN CHIMNEY FRAMING DETAIL EE,_M='El (r -EkTEROE RTU ",.aL_ ; i' , EILLH,_ HOLe4„ 1 EJ NL - NN wR N<.,NUL N._ SHEATHN 1�t ":EaTa.Js:. : gT.AI P„N , F aE.o, „lNJF„-JF=k R T oaRJ .'ULY'Nt„o .,. INN sINTR T-1 AI 5P„N ..✓ . ILIthNG w Y LY N��N, kN� q aTE — F;NT- aNER Tra, _ w r 1 EaP1ANT ,` l Fr7a,a,�T I "f ols. BEAM TO COLUMN r,.RA,_E��t„FaL —1- —� N,L HEATiI -.,NT' °s`�E CONNECTION (TOP) DETAIL @ PARALLEL TRUSS/WALL DETAIL aE u REAT_o6.. 0.JM1N TlETE,J., ILIM,. R°°'„uj '" FLt"$OP TRUSS SECTIONS .E ` f =`M o-I,, =M13 N:. N_ N.TELI RF-JEaF°a T Ravlsi°„ k. ....___.. .._._. _... a NOTES P v OR A, 11141 Fl- a r`� 9FtT�VAkEOT3All .�.I `_:� C,NEkE:E rOLNCATI JN,(V�, SHEET vEi i]S.,IH ET COLUMN BASE 56.1 CONNECTION DETAIL BEAM BRACING DETAIL IFIA I,F r Ic_ EFACE MOUNT HANGER SCHEDULE' oIVIF5cvs CAPACITY r,JNIEhIEE3 PRNIBER (00 r_ n P1YON 0 EME LV .1--s1-z<Lv� IT 3LIC, ad.1 1000 ILL, F_F LvL an'-.,u---E STRUCTURAL NOTES STRUCTURAL STEEL 1 OR IF HE S.", _ SI—CONFORMLOIEFF-10 —NE FIR B F AR.1CFss eR xOwE SIIriL'.I)r.FCRM TJ ABM SPF:IF C.='IC`!F'SS.;, IJANL .N.L II AI EVIL TILLjT E`-5i E_Bi4NeTF J(I'I OIAH IA',AIT IT- ICLEE ST HEAE •IE..v"Hi (.REJ L IC NFcaN ^Ht R. [CN.1N 1C 41F 1U551+ALE'bE EONE UI;IQF�,—os A„F nIAER CEn1IU �Ear.N"Ftl-T? r-r.ATIFENv�.vlT C'1 1 IFFLA _uLH ETS�+F:a=o M nvl.F`p�E c1E1 INCH 11 =ftECT CM1 CCNNEC"JFS III , E- FxCVIPAI:N CITED -OARE AaC_, it $IIJP.]RTJIA ,CS SI-ALL BE FINITE ) HER ILL ETRUCTLarL5'EE_ CIA �+EOP..TCRLIN3 ZO gE4v,.CI_N O-1— IEJ i_s ING AEs !RAL LLMFFEii LEFLNC BATON vI.JL`ES AN., E+T EV. ]N AL sF sF"AENrvVt IFE;L51I!—IPINT NLLLJN.ILS_,, IY OEL BEA`H`,,NEAT�.FL`ECHIT?,]FFIT PHTH_UJRI ORROF YC"i"LL -U IT OF �111,1 T LE, Tti J— FIRE Na P- r NF54M1 LVI II fi OALTHE C FLOOR FRAMING I .� IF N1IT IHk, IAL AL- LL MIE_R sF-LaE'-11L(:1a.c- 2 TLL)FTI SSc�G BLJcvINk: UR�CJry �rIIOUSFM unhTp �',yhEFF .1 CPnV'pFAIAIIIIIrA^.-15"JF EE.!�IM1S F'JRNI IC^T5 BxI N^., +`BP'H1N IL -I R—MLM LEIILL UIII ,B.0 CRM1�CeE CYJOVL Ital E] pFt' FEL ^FAC IG I ITuF ill-_J IF "I CLfFOH IN A'�_JIE.tIC DFAIVE E AIJEJLITELf��PJRTEG F, FHE FLUOR I1AMINGA` a I = PENKeFsIIIIIL BDEC 51 vFilr,-].I uITTHE T,,Tk WALLFRAMING —'Cl-L MBEP^,FIFIT I BV PIPMBERELTFEIm--CS uE EXFG ROOF ONLY u 1F" C PF4F'IN1T CNF- LCP AN] u RF;IF -LCH—IDAI ra Fi<'`c `c ITC AN I 5 IMF -MCC STE]11-D=`II FEBE FJLLHEII.TCI1T—T EC -ER .OR PI AYES ' C` AA EF'ER � 7 ErABE]MErI� EC- v: TH T IT ED H� QI3NIEN k`I.F�ER M CRIC FI 3,,.aE' RY :CLY.ITTI.�MLIIIHALT=1_ELIN111 ,MF. LIE I'll iEINr,BE IL_AITIFF '.JLVHFIR 4F4FAI�EC.JI AE`OPPI ATFi �iFwir I.MER 1 CEILING FRAMING TNIFE'lENNTEIDTHEnSE EscslLVG3o sT�uLe M„ sr i.bE? u121 M10 IN NC CP EL IN IIE Fn,.E MC�NH HENC�ER {�sL iELULiJIS AM1.,Eas R SUFc3TC FJR'.lDEELPI CF'L]EFT,BI`F'NI EECING a�FEC�SI O Ye TOf OF HE vvs: Le_O hlvG nT <A JN'F.EnTF> ROOF AND RAFTERS IF:BEF: ul HE 1.Fl111 MAFr.Fn . 'WMINC FEE CCMF --I- BTINILF OR MET, R— IS DP-51JNF.p Vl",r�CIIIG�El-NIITI�II.T�RIR"�,LI FOR 5 ON,ENINE NAt NPCI EFL_L..EF H3LC<F NC GR©RUP,NCH tl) EiCF.H- !-FIEF.JN]AE.Ct'Sc211 L k..VIJErCJN,-It 'L]ALPniN 'CINT BE 111— 6 vI0 CA Fn I.�, J FRLVEM1I kO"H IN ALL hI,ARI UM13L<Ck HELP cI, AYr�o „N_U, ;," Nr; .`E=FI'.sral1'�Ec n•�il i;iES .BE NCweekaF ANACA of I.TL�... Lsr FF—.oM1rA..r ENGINEERED BEAMS F-_ n F_-,,-- D.F, uvaEF.,-NA�navEA Au. MLM S4 II E FIT N]A�VOr.—F'c 111LNE'F III iJ 4E BF-LC,v EEA ,JP NE IS NLC'U, CIV�.4 AP,L BEAASLINII r^TA FFJNVEU3V4� C g+4_ -- 05/18123 0 HBi H&QiC RUNST 'L ry LL. r—i hV LL w w Z U) w CL J a w a REVISION NOTES SHEET S IH ET 56.2 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCR PION OF NUMBER AND TYPE SPAONGAND BUI HUNG ELEMENTS OF FASTENER LOCATION ROOF I 9LnCN NI OCT" EEe CEI1I15 FINTS CF 11CCMMIN e4!:l� 1_ N tNa. 2 .E n— :, ° °F PLATE 3 N TOP NAIL 3PAP s�111FBTI�sN 2,1 —AL 4s2.z Av0ev.11c1 ..l .0 31 N. N.>JIsAT,AIr -O'AFALI="I. 4 vet.t, vaa.3. w,° aE_E TNR.F,sn. FACT c=wu aaa.., ly y 4o TFzc3 Fs -Tall -naA-e c- Ill ;'cR Fas ERO aTR,Iss rlv0' NII EACI ., f?° 04 -nFNn, 6 = - _ -T-IF E4T° {3u.00, rtNn MIreM..M_ I. oc_ca,: Ul D,^,a - 3.a ' 04 l 4 Eve:,aL WALL 7 c LACE ,A_ - aIr.OT AT aRHCN„w. , x,1: NAlls�sl 1B CC A.E NAIt a _ �1 AIU r LNII,.r , , B1,. K °B 2 c FA(F,AL. 9R.,cFN AL_r�NE.s,R 9 - sr<_F.'c.,oL,l_ r._ NEGNER nrN BE,,_ rI �N�C;Ax_n.vL 10 C c aTNUOUSHEADER'OSTL] A It CCAVON iCl ?tR"10 'Z81 '0[NUL C WE 1t Tn F.HT TO TIP I� F 1 x`^r,„ AIL, .Pq.I c(FH.L�w_ 12 ]r NEw TOP It GTE',F.IC o� „ct I'Ac AILEes 11PIMr.v� xa1a:1 ,,, .0 FA.F NA_ 3R. 13 a F.HL a eNE�IcvrµNM.r u o., C r E e _ m NH._ BIT- 0 lGaW N°jC n C OC FnCENaI 14 BANN c h, N11 IT M c4 .EH,N10 ac FAC E N„L 15 Tr c45OT ON a,.TET 1 I0 �'zP ° ont3'�r3so,�_ c< ENL NA_ 16 NT Ns v r oav Fs .Nr ra�+ rAi_NwL 17 _w.,:E'O ACH_1LCAv Arc .e R to laST-os LL,rON=LH ECz., a]E, 3 1, N.x -JE.,H� Cr TO MII 11 NOIS-, BIN', LINT OF alO N„TJ 10 HF L H 1°V xs� F ON cR (i u� NAIL 20 1 .s ,L9n Oc4 czl s. E.crl ,n,sT - I.AII 3; E_ "'it, lc -A r rrt.r, ` F�s Nsx Ci FLOOR 21 z SUFL011. JCI.. UK G SLRVACNi INurucFa.ENa_ 22--ING,1,INK A rFAn F OCR N R.-A,HR=H41n, 4r. rval 05/18/23 23 a,xNU GN RIr,ln2l rcic si 3 = N„L 0 ,aF �N,,. INC'M 24 LLvIL_N..A_R. NCFEtins,. Ir..H NE_F_NCE,EAL< @g2H&Qi C 3MSHT 25 LEllERsrRICUL-CEITING.OISre OR _ _ c4t1'(a -uc=lwll _ CN11T-AR iVr av N``E-,f��1no. avl V as 26 RNCIN, T, ICIST F1ae 1. x3, 91 EHC IT ENC TC E I— Z DESCRIP-ION OF ITEM NUMBERANDTYPE SPACING OF FASTENERS BUILD NG ELEMENTS '�L.Frcl OF FAS-ENER Nr WOODS-RUCTURALPANELS SUSIEOOR, ROOF AND I NITER OR WALL SHEAT HI NG'0 FRAMING I.t� AND PART CLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602 3(3) FOR WOOD STRUCTURAL PANEL EX"ERI OR WALL SHEATHING TO WALL FRAN41 NG LL 27 ""ILL _j 28 "rEFJR'+IF.0 th✓ 29 1_-Y. PEJIt(!OrAMa3 W-;L ^ 12 ,SHEATHING OTHER WALL _ _ E09 c0FI'10 NA -,I,, LEAN sr, IEA 1I`G Lc�-L_Lc�IC FIa_Nao� R IR1.R.,N;a CHrE c , 3 , On�L"R"NII•E['.—III r 31 FI3Eeo 1T1'1, HHI,G C .-AE_C is .., 6W — W 32 , �.M3NLH,NIN., I«°, OR j 33 n ..M .HFHTNIn. A LE nr F .' - .'°-E v;�Tr = - I: n, n -.tic 1 . -.Ns -, r.v�- _-__- -l__-_-_ ,OF tN0005'riFUCTURAL PANELS, COMBINATION SURF, OTR UNDERLAYMENT TO FRAMING A y 34 ., ART L=' Ol Lon MGv ���, ; B ill,, nAIL U+ , V W '^ ' vulcv xa1 rrwR ncc ae � .a, 11 It Toe :rMMON 3',n', 36 a 1, REVISION VOTES rt SHEET s_A_E S6.3 NFTI[I,FCT Ir_ NOTES: �F_EJ 15 AF4 i_s_C .,L..,i �• .�� = okEni�N[ £, 3Uro I—IFECCY . , A I� ;,F.lk flf < r FAsrEN,rLUE rE DErcaeaz 06/05,125 . _ aT RIRIIIEs'1A.AEA-TM1C NT'ETLnE _ Nr,N s" �+c w-lnl11 -c`AT- -urEE THE - IAS, ENEa:° 1-1 FwNELE—sr L-F-FIAI—ED lec ErV.EEDC c1 C'cCK IAInL�TEC4MF I-M NNIIE_ 1'1I1NnI1 1'. l DAT IIIIIOICIMINT tFrkN �3E „u•FZEi Fr__Y✓!+"JD1, :CRnr.: 'iE E ,INTERNA -IH HE 0'Z4EnTI-N34+_T41CK, ANC FA;TFNEO vI'4 p i1_rgLt AM1]E�R'c=In;+YAI:, S, REv, TYF'E+nrREr �AELE R.rz o,,n.IL�,..NEv,E�.;°IC O W o Z o Q CD —I x LEGEND sr.,uI_ EE,.w.,,N, IIIIN,1,1-°D„ W'� z .riE.aE N� °-��+sr ,vc,,o sT,vuc-ur�+r=n+.Er+� �n Ln T - g =n mrror - a`n r-roar oav I acv w4FET ar x CO v7 i. Rnya c...FJ_TRXI-ALFos IN p7 Y v }� NOT USED NOTUSED z .; NOTUSED NOT USED �f LJ HioN r -, l,.L.yv:a—JI,,r vE erAC NC MErR NFERo 21D 41 NOTES -_ _ _ IE mmRn -10 OFnc' F1 - .sa - sT�11-1a+,- rn o � + AwE. „u .,r�.,..�a aocE:c ri InEF I—'r,—1, F •oRTnL Fw+'1C iE IFEF TABL F.o: iCAl ,i lPn-FR slC3 G wnlr °n IN'EE —1-1-S—E—E-k.F FRRE° _mEr _ _ 43o. i3 = E++]°=rECCCo°E REVISION VOTES SiC.+r.IM1L°'r5'�4EF1IEO FaF'ALFfuM£L,v+lE WIND BRACING PLAN rn-=_ SHEET s_n_E S3.0 -------------- = \J 71' --Oil ONE STORY WALL PANEL I 12 TWO STORY WALL PANEL CONNECTION MEN PARALLEL TO FLOOR/CEILING FRAMING CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING —103, BRACED WALL PANEL FRAMING CONNECTION SHEAR WALL 5 PANEL DETAIL DRAG TRUSS AT SHEAR WALL TRUSS AL GNEDW/ SHEARWA-L ---------- TYPICAL NON SHEAR/ 7 BEARING WALL CONN. SHEAR WALL CONNECTION I STORv DRAG TRUSS 0AT SHEAR WALL 9 TRJSS AL 3NED V41 SHEAR WA-L HOLD-DOWN SCHEDULE 111-1- Z Z Z Z PORTAL FRAME HEADER STRAP CAPACITY 051OU4 0 Confolklated ]tax 101CRUINT E REVISION VOTES SHEET S_A_E ti4M 19AL. �y -IL INFI, TT-11--, L 1 05102124 4 Consatkkted Ittl XFORCRUNST 4, Xr 4'. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVER CONCRETE OR MASONRY BLOCK FOUNDATION 7--+ FROM ELEVATION SEr-ICN —A PORTAL FRAME (PFH) - WITH HOLD-DOWNS Of w ui 0 < 0 WEOVERRAISEDWOOD FLOOR -FRAMING ANCHOR OPTION co SE T ON 8-B SEC- IN B-B (216 WAL I F RA l I NC 12.- WALL FRAA':NG) OVERRAISEDWOOD FLOOR, OVERLAP OPTION =RDNT ELEVAT ON SE —ON (1: CONTINUOUSLY SHEATHED PORTAL FRAME (CS-PF) PORTAL FRAME AT GARAGE (PEG) REVISION NOTES SACK Er E'JILT LA SHEET FRONT ELEVA71ON EC AA S-, H-E S4.1 12"-24" C.I. PORTAL FRAME (PFH) - ALTERNATIVE LENGTH OF PANEL ON PORTAL FRAME INAL. �y -IL INFI, ­11-_ Plea:,, attidled comml�-t,, pctwcs and Plans I , EAsting home dimen,..'ons Inme been provided per request. 2. Existing tlat wort, dimenGmnF have been )rovidad per request, There are 1g0 sidewalks onk, driveway. The site Plan seas dimmi off of an old sur jev there is not and has not been an storage Sn LICture located here since our mvolvemeiA ilt this project, ,he previous osmers offeiej ,,: build Mr Dock ,, garage when he purchased the property, it must have been removed prior to that or around that approximate tame. 4, Mr. DUCk hair visirod Nith his nPighnor to reo�ve line of si.c3ht oH6 weir iemams or an old chain ;ink fei'ce as veil as a cead uee and Unde,brush, the tpi homeowner, coopl ,i i'ed in cleaning up the ;ino of she. Please see attached pictires.