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405 Royal Palms Dr addition permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-RADD-3136 Job Type: RESIDENTIAL ADDITION Description: 215 s.f. addition Estimated Value: $65,000.00 Issue Date: 3/1/2017 Expiration Date: 8/28/2017 PROPERTY ADDRESS: Address: 405 ROYAL PALMS DR RE Number: 171488-0000 PROPERTY OWNER: Name: Ramsey, Kenyatta Address: 405 Royal Palm DR GENERAL CONTRACTOR INFORMATION: Name: Trinity Construction and Investment, Inc. Paul Miles Frase,CBC1250420 Address: 9191 R G Skinner PKWY 501 Phone: 904-219-9762 PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. Any plan change must be submitted as a Revision to the Building Department. FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $170.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 BUILDING PERMIT FEE $340.00 STATE DCA SURCHARGE $5.10 STATE DBPR SURCHARGE $5.10 Total Payments: $670.20 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA RMLDING CODES. • �cawr City of Atlantic Beach - - APPLICATION NUMBER r1` Building Department 800 Seminole ri4.P^ 3 f - (To tieasst nedti }lie 8uifdin Atlantic Beach, Florida rida 32235445 r / I'}-R../EAQ-•13�-1.3b Phone(904)247-5826 - Fax(904)2471 55 E-mail: building-dept@coab.us \` ,_; Date routed: OII3O Cityweb-site: hnp:/Mv .coab.us -- APPLICATION REVIEW AND TRACKING FORM Property Address: 'ADS %ala Pa IM(,O I • WSewices nt review required Yes No .t , Applicant: �t�(�� �n$t jtAC.'�111l1 arming Zoning nis ra or Project: a1S 5•�. Q�r1iDn ies ty es Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit VerI ied B - ---- -Florida-Deptof Environmental-Protection -- ---- ---------- --- ---- --. Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS 1 rPLANNiNG ing Department First Review: LyApproved. DDenied. �� ircle one.) Comments: /� r[�_� _/J /fin / UILDING v /rJT L�/ n��/ &ZONING Reviewed by: Date:Z EE ADMIN. Second Review: A roved as revised. ❑ PP DDemed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 i 6wo4d 14"M a City of Atlantic Beach APPLICATION NUMBER Building Department - - (ro be assigned by the Building Department.) ' 800 Seminole Road JAN 1 _ Atlantic Beach, Florida 32233-5445 3 r 201) IIE-I-AOU-1016 Phone(904)247-5826 - Fax(9041247-5845 ".� E-mail: building-dept@coab.us _ Date routed: OII3�lvVl� Cityweb-site: http:/Avww.coab.us `._,. APPLICATION REVIEWANDTRACKING FORM Property Address: 'ADS �Cl.k VQ.IMS� ( • kSewi�s nt review required Yes No _ Witting Applicant: if�(\t Inst (uc�'lian Zoning 1� ♦ is r or Project: W a1S 5•T • Q[XAC�DO es ty s Review fee $ - Dept Signature Other Agency Review or Permit Required Review of Permit Verified or ReceipB t Date -------- --Floods-Dept-.ofEnvironmental-Protection- Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: t�61Date: Z 1 I TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. P WOR Comments: BLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 tavr, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole Road 14-R./ElJp-313b Atlantic Beach, Florida 32233-5445 - J Phone(904)247-5826 Fax(904)247-5845 Dale routed: ? r p E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: LADS 944CLl TDQ I MJ_,y_�_�_ Deartment review required Yes o ulldin Applicant: anning &Zoning as mems ra or Project: 4SanS S•F- aim1ili � Iic Wor IUtilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B - Florida Dept.of Environmental Protection - Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco O her. APPLICATION STATUS Reviewing Department First Review: ❑Approved. NDenied. (Circle one. Comments: BUILDING PLANNING&ZONING Reviewed by: /Z ' Date: TREE ADMIN. Se evrew: Approved as revised. enied. PUBLIC WORKS Comments--1 /) -� PUBLIC UTILITIES A/V/ PUBLIC SAFETY Reviewed b a e: FIRE SERVICES Tt*d4W0I1IlP✓: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Reviser)05/14/99 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD I1 ATLANTIC BEACH,FL 32233 4 ''' F t - _ 1 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS j9?y Date: 2.2.2017 Permit#: 17-RADD-3136 Site Address: 9191 R.6. Skinner Pkwy#501, Site Address: 405 Royal Palms Dr.,A.B. JAX Review• 1 Phone: 219-9762 RE#• 171488-0000 Email: I naukahei.construction Homeowner: I Ken alta Ramsey,Jax Bch. Applicant: Trinity Construction and Investment Correction Comments: These comments are from 1 of 413epartments that are reviewing this application. 1. From the .201A 51b Edition d t FRC Emisting Bitildin e e neads4o be place on page beet ST 4 undet RE g cades:-2-eepies. x• 13-0 yrpy 2. opiea.-,)-- A. a i y.r7 Stibmitroufstap—einTo—rillIffMn. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904( 247-5844 Fax (904) 247-5845 Final/ Review ComwmA� I sswr� City of Atlantic Beach APPLICATION NUMBER BuildingDepartment -. - --. eP ---- - -- - (To be assigned by the�ui2ing Department) 800 Seminole Road a^f-AD^- ,31316 - Atlantic Beach, Florida 322335445 Lr— Phone(904)247-5826 - Fax(904)247-5845 -G� 11)P E-mail building-dept@wab.us Daterouted: 01kolacil City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: LADS Nal PaJMS�f . Veantreviewre required Yes No ^ ,Applicant: Tt�(\t 13r11$'t fttc.'h�l1 Zoning is r ar Project: 4Sa�S 5•T • Q�C�1t7(� es Public Safety Fire Services Review fee-$ Dept Signature WBa.er gency Review or Permit Required Review or Receipt Date of Permit Verified B ----- eptrof-Environmental-Protection- ---ept.of Transportations River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS F ent First Review: �pproved. ❑Denied. Comments: G Reviewed by;Qr:• ,e Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 PREPARED BY: EXACTA LAND SURVEYORS Sem;W a6ofTfonda-- PROPERTY ADDRESS:4Z ROYAL PALMS DRIVE AT C BEACH.FLORIDA 32233 SURVEY NUMBER:1612 mi8 FIELD WORK DATE:IVIvmIe REVISIONWT ):.--nn-1R 16110918 5PBPL0 Dz roUrLCWWRvcv ,�'' OFFICE COPY OUWCCOUMY ®aY. y� �o wm c LOT 18 k x"9324°lM) Ya O NDY 43,5�•[93WlPl xc� N B2° dan ( ( ]NM R DoT 19� NN BLOCK 1 3 25 I i; ro e9�B _ `(Q ppII ironae� 582°4 AW93�NI $ 582'B��ryA LOT 20 1 se(avx uTnwmw vvHu w rut,xrn iewnm w�mwe ro s axes eY riwc w�ra.wP aenK ro.aex+v�nn wrumwxm • ti.•syib'I(tiv oue.-owwu.+b war.newmr �RiiigJ• w nu�'•. •• M® / '_ ' 'ardrmPA,eaam�emwrona�aen,Il.�lmw� � N mrea.�po-,, dn/ aaeeaet ecelnraea:,.axmA>waMaua cxnrwc sc.N.e (m reap WeSUMY mPCKlAw1h •lPia.h'e,elUeBMIMFbUe&NeolRukisau� Sunnvrsli�. . lTOIXce FddaMmxreneme Lm.. 1 Luh = 30• It w �nyfngbwm+°^nvc�v°mee6wwnwirnvenrt^iim `�Mnm°vn<p. FLOOD INFOIMATKIN: i„.aa.,c.rmw.emci..un m`PoINIS OFINTERM BYPERFORMINGASFANCHWITHTHELCCALGOVERNING 1.4'CHNN UNKEENCEOVERS'DRNWIGEANDUDDUTYEASEMENT RE TO B .00PTEOIN20NE X TTHISEP20PERTY WAS FOUND IN THEACITYOF E ATIANTIC BLACK COMMUNITY NUMBER IM75.DATED MA0113, CLIENT NUMBER,CE1612{L31R&e IDATE:12/12RJ16 AFFILIATE, , LTA MEMBERS BWER:Kenpw Ramxy SELLER:COWEN LOAN SERMaNG.LLC CERIFIED TO:FENYATTA RAMSEY;PREMIUM TITLE SERNCES,ING E CTA WESTCOR LINDTITIE INSURANCE COMPPNY _ Land �urveyors, Inc . w n TB6mpig01 d2 PK,iantt vakwitM1cul aYpB6a. WFIFI I IMIiMIV 4w5Y4hMYl01e REPORTOFSUMEY 16120N8 Thb Y~2d 2and is nm valld wMou all paper IEW UOTW, BIUO (13, FUSEE BLOCP I3, F DWAL COUNW,F FLORIDA.PALMS UN?TWO AIS RECORDED IN PIAT BOOK 3I,PAGE516THROUGH 1600E THE WBIIC RECORDS OF OWAL CWNTY, LRID OFFEC , CC13Y THE HEMIN REFERENCE NOTES: LINE LOT THE UNIT ET A AS RECORDED IN GMAT B001(31,PAGE516 NROUGH 6O OF TTHHE PUBLIC RECOPIES OF DWAL CWNTY, FLOUEA. GENERAL SURVEYOR NOTES: wmprrwmnowwv.m•apieeWvu,.m..wva.rmmrm.ewimW wremi> A�FE m rrwz�mNea�"wrrimerwenemruMmw:ywin�reegnumkminfa�aurer:m.nrwmmero.mnpwrMwimemi~e p.v mgvneAmnxauawn 3 �,y norma.nom.rme.mminea..r+n.mmp<bn+ew. ups wrFmwe gvngmk.iMipugwrevxry wmvemMeemwmvrnnrsnrmsmrdmer9 mwrvwgrcea mmwenulur mvm�xroM ^n�mmuiimeRvmaw.noureermenrmuanappmmuie nrnnew W.—aAl Wxv/mrew namamaadu.n gmevgn�^iwivyormem.mzv'niaemwmmuu�.adaxM"<i�Nbpmnx M�meamo wwur.+nm;n kuea Mngeeerrn�eM rwmrirymegmeMnmzm{bnaaxr re ewe"b�newnrmrrnrp 1mzirwrveimospmrryrmaeei�mma�vwv..ni n�arerrrsvn.nwr+aeearnKKgwpinrremMrvMe iningnnmipwM zmerevw'vmgmpepeumaunem,orimm�rmcernrry r�M/mre .';e„uiw.w"ryx��e<:anm�::iw:nr��rM:i'.<',oe^rhi�md .s.,kw..eaeemwwwre.r.�..wmimwnnm.,,.0 w�pww.. vm.ra"mpx.umei.�a..iNi��i.n,,erc � .nMa. wpannng•nwamemunwlaY LEGEND: 5LRVMK5 LEGEND a � — � p EIECTRONICSIGNI.EE: KNIMM INSTR TONS: OFFBIvAIDONLYR)k rw.ane KanYam Ramsay "aa mew 6.. I 2Soyo off A A I r.d�Ns„r � ' rva,oasaol I ,.corm. ng�..a.q•o.o-esp I FUTURE I SURVEYING SERVICES' Iwrxuz.mFla ON THIS PROPERTY' I rywuw„m.row... a. _. 'w celsm EXACTA Exacta Land sunm DFmInc ..� ,Nx.Fr,wm) INRy pNyaa)Iy�pIRRaYr.RaBpRRING D BUILDING PERMIT APPLICATION JAN 3 0 2011 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 011ice(904)247-5826 Fax(904)247-5845 FL 32233 PerillUN,{11Vr: l — Q/�b 31. Legal Description 3/-1617.25 -24fc R/P of . . d` t7eyol nf+rs ;Ih ZA bo • oor Annt. I meet# 14 - 000 Ynluaflon of R nrk 5lpS/.per_Proposed Work kaated/cooled ,q• non-hcnfed/cooled Class of%V01-11(ell Cie one): New Ad ' • Alteration Relmir Move Denlolilion pool/spa aviodow/door Useofexisting/propp osedsnvcuu•c(s)((eirclemle): Commercial If all existing structm•c,is a Rre epdnklersystmn inslalled?(Circle one): es N/A Fkn'ida Product Appproval# Far multiple prodnets use prodnet approve orm Describe in cletail the type of work to be perfornied:, srls• {- rE -1 S�- '� Promerty(hone•Int' rot I' 1 • Name: Ken a I - Cit i.,.., �s�s _Address: /an9 /7 +�<F !ll •!.—__�� 3 2 xySa v State 6vip 3ag�_Plumc GMail or Fax#(Optional Conti:8001.Inform t'itAL-. fONTRACTOR D L f+ TGZ- Cons/Eev Company Namc:_%rjru-{ /-r.�f �c+ _InxQualiing Agent Address:9/9/ / •-„r,,��(�,,�a_� Ci / Offica Phole%V Z/y 57L_•� r Job SilUConmc!Nunlbern 9�rW ver_o Stale--_�[_Zip 2�- SlatcCcrliOcntion/Registration# Fax# 9ev 2ov ¢Isa�•7971 Arohitcd Name�phone# Glgineer's Nmne Fe Phone,Y Arttr Fee Singllc'1'itle Holder Name and Address K.., Banding Company Name and Addles y-��-3i'-�"�—�c r (� Mortgngc Lender Nanle and Addmss ___ (APIAlnrliwr le her¢hv rmuk m uh/min n prmil n,Jn Ilm umk nn(llrC/nll'liwry m hrc/immA. !nrrl�•lLM nu monk 'Lrmnllullan lxrr vwumeu<¢d prim m tlr ,Ivnnnn uln pu'ruti and Arca ell a rk nil/b¢Ix'r'llarveJm me athe s/nndnrA nJ' l(lurce rng,dmirg •Mrnrunirxr ie ibisjarirdlr/inn. 7Ate/xrnri/bea'wxa/a Ifl i.... k nnl rexunexeeJe ahix sls f6)nrnal/rs.nr umume/iwr ur noN is smprmkAw nhnnAoravl�mn 'Co”' /a)m'nrhx n/t'K inn¢l I, u'nrk Lr rwnman'ed luudrYlluml lMn arpmrt<pwnlls unrrl hr sr'm'rA/u-liln9rlenl llmAh Plnn(a/ng,.S7gm, 1 /s,Rra/', Fnrnnr n, e'1/ei'.r,r/re rra, Tnuks nrtAAlr Cwxl/Nmrers,rlr. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF p COMMENCEMENT. '/ c t rm oJnwA !/f h u,�„vprin%1vUh v he/he sppl anad i%!¢A"err rakes['%p¢qrr rii 1g l jnr�m�rxl(be auuilnllo K(wholnhmiN iorvfu((�i<sa'nmre!I%re Pr'vlNwre aJml)•Ml!¢rfeA¢,f/Y(/�/l,s/ nm/acullrm�r¢gnleAnx rnrnnveaen mrh'p¢y'rrnuure'/rwrr/nrcrl'n. Signature,of OWlicv �-�� Signature of Contractor Brim Nmneil44 N9 �4MS: rsn alba/.__-_ Print Name 1 Uf this ay of ��` -clb • 7. _ •2 this Day of 11,[Z �0 to Public ;8 iFftltalao : * Not ••y.•_•t7_B- • —* c manic $9'•?b .-.9 I,I' � 9 '�ss;M.nso'°,•%Ep` y'<�-ajfp iorF,. < 9Y Rcviset Tijp ro priii pB�ICSfAt4�p0` �//ligl�.SfAIF,� LOT COVERAGE _�2 -- BUILDING AREA (IMPERMOUS) EXISTING HOME:..................... 1,328 SO. FT. NEW ADDITION:...................... 215 SO. FT. ^'^oma EXISTING DRIVEWAY............... 624 S0. FT. )I,. oliPa�,.z COP) TOTAL IMPERNOUS:............... 2,167 S0. FT. I JAN 3 0 2011 1 LOT AREA......................._....... '!.501.50. FT. J *HOUSE = 2,157 SO FT LOT = 7,501 SO FT -�.- *INCLUDES HOUSE, PORCHES, EXTERIOR STEPS, CONCRETE SLABS, DRIVEWAY AND SIDEWALK. S 7'05'23" E 80.51' (M) S7'i6'02' E 80.65( ) 5' a of w 000 o N 0 a7<B➢fr ia 9.83 € rnm ONE ST ~r` SINGLE FAMENCE 3 3 W W 525 Gw'N-^O0 20.1' N OD DO,OD N Cy - FIVE 10.0' Y V OD CO 25' BRL FT 0000 ZZ 1N w o N 7'09'29" W 80.68' (M SIDEWALK N 7'16'02' W 80.65' (� ROYAL PALMS DRIVE LOT 19, BLOCK 13, REPLAT OF PART OF ROYAL PALMS UNIT TWO-A AS RECORDED IN PLAT BOOK 31, PAGES 16 THROUGH 16D OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DATE: 01/23/17SCALE: 1" = 30'-0" 405 ROYAL PALMS DRIVE REVISED: DRAWN BY: E-17-001 REVISED: M D LOT GRADING TYPE: X � Ann= euw N/A s rr, TREE Sc VEGETATION AFFIDAVIT City of Atlantic Beach - 1,' COPY ' Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 xLO;J VH (P)904247-5800 (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r Owner(s) Authorized Agent' NAME OF APPLICANT l kv`,.e5 f V--, 1/r NAME OF COMPANY �� � M r u t n--- SQ �yo,�n ADDRESS OF COMPANY (319( R. C. 0 f Ta SC�f PHONE g0y2t997b2 CELL IQy 214 q• I( ?IMAIL �� JCT . Cons4rudd Gly CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY �05 OL Nanaddreuhasnotbeenassignedmtwspropaty,cantacrthemB ilding Oepan tat(900)247-5u6wrequatmaddrns LEGAL DESCRIPTION 31- 110 I-) - 2S ' Z9 RSD 6(- '?i rf- LOT I BLOCK �3 SUBDIVISION Vns Z REAL ESTATE NUMBER 11 i 4�4 _ 00005 LOTOR PARCEL SIZE: SO FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a preapplication meeting with the Administrator of those regulations. Subsequently,l affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacentpropernes in conjunction with this project. ISIGNU.0202 SIGNATUREOFOWNER d and sworn before me on this3 day of ((a/µlp j ,40%Z' by State of FIOT 1" Countyof &OT Identification verifed: Oath sworn: - No E JENNIFER JONNSTONY(gMMI5310NKGG O/Y9ass EXPIRES'.ocxbx 0 ZO30 ota gnature i apiq�tliivu Nohry WNk UMai,Mba y Commission expires: OFFICE COPY II SAN 3 0 2117 AGENT AUTHORIZATION FORM (Pro)eet Name) (City Development Number) Properly Legal Description: See attached legal description. The undersigned, registered property owner(s)of said property described on the attachment to this Agent Authorization Form, do hereby authorize -dd1\._�/'`1 Les _—_ [U.T rnKru�I••• Qr� �NJ h(1rP„f Jteu�slere�l WrolasslonallGontrnclm T AVartl 7 (Name of PKmI to act ul l inpum uellali anu lane ail auiun5 neve55aly with the City ui g/JrY14n�1 a 134" Jmalye, Florida, regarding the development of the property described in the attached legal description. Property Owner's Address: Uos R y / � f c7 , Alda. 41 . 3., L FI 32 33 Telephone: 90911�-20 1)11x2 1 _ Printed ame>fProperty wner Printed Name of Properly Owner Sign,pt re of Property Oy+ er Signature of Property Owner Date: ( o Date: STATE OF FLORIDA COUNTY OF nl IVAI The foregoing instrument was acknowledged 6fore tyle this of 20_.L by 1 lr__ (namelnF am s ` / _ JUtpeIIrlllle//rpn .y K DU,yf, Ic; a,�ra ,.r Not?fir Js Sf?leaf Florida) ° ••w••• (Notary Stamp) _ :Saa 'z •••, Personally known L,--' OR produced identification =*'g �getao B: Type of identification produced *�'•i•,y „sa:;Pa ''rr� nim u OFFICE COPY FORMS 17 FLORIDA BOILOING CODE,ENERGY CONSERVADON ; - . Realdential Building Thermal Envelope Approach FORM 8402-2014 Climate Zone❑ 1 ---.. adope:Compile.WN Section 8402.1.,.1 tM'..Sooth,Coo.,Eorw Cmasenation,StraittlemonslreMO by m ,N e use, F.R4Up 1 for single and mumple-ramay rest tegces of Nree stories or Zeas in height,adSnbns m i irg residemiai Wftlr ,apereUans,henoralims, 1 and btnli irg sYslems m aXLling bonding.,as apphc rh e.To comply,a buildxrg must meal orexraed as or he analgy ealch'noy re rearrwnls 1 on Table FIRM and all appbcabN ma:Rlamry requiremelNs summadzW In Table RIM o1 NN lorm.R a buildrg does rot comply odUlnrs 1 melhbd,or by en UA AlfemaYne maVlod,it maystiN MMOV Uri Section 8405 OfIN FbiMa BUPdmgC .Erwgy Conserrelkvr. 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N M I < I > ® i I s 0 i i � I � j I ( � VFW z Q Lo d C O W w 0 O 12 i ' ' �_ 4� :2i W O EXISTING ROOF O EXISTINGMoo m lARDIE ` w I T-1 12 U m 8' PLATE 8' PLATE ® 1 Q o vT - NEW T_ L �.. �EXlSTING �HARDlE._ .. r HARDIE 7 � BRICK LAP T-11 EXISTING —� BRICK; EXISTING ~ U BRICK OF %kE COPYFIC1 I � Z REAR ELEVATION LEFT ELEVATIONS z � W v -i u V) I ,'�-•+ � FEB — Q1 12-4 • � a o� GENERAL DRAWN BY JOB# ED E-17-003 BUILDING CODE: 2014 EBC RESIDENTIAL 5th ADDITION SCALE 1/4" = 1'-0" (UNO) I 2014 EBC PLUMBING DATE: 02/0/2017 CHANGES M/D/Y 2014 EBC MECHANICAL REV. DATE 2 01 1 NEC REV. DATE JOB NO. CONSTRUCTION TYPE: 5B SHEET OCCUPANCY CLASS: R- 3 OF: 1 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN ST-1......................STRUCTURAL SPECIFICATIONS NOTES 1, 2,3,4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2......................FOUNDATION PLAN,STRUCTURAL&ROOF PLAN Building ode th :R LENGTH PRESSURE TREATED LW BER ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEPBLE ST-3......................TYP WALL Florida Building and Residential Codes, 5 Edition(2014) F Code for Design Loads 8d COMMON 0.131 2-Y211 PRESERVATIVE FASTENER TYPE SIMPSON ANSI/ASCE 7-10 8d RINGSHANK 0.113" 24/8" ACZA STANDARD CARBON STEEL SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS 10d x 1-Y2" 0.148" 1%2" (8)Y4"x 1/2"SIDS SCREWS (8)Y4"x 1i2"WS 1 5-GC ROOF LOADING'...............................................Cd= 1.25 STAINLESS CONNECTORS AND 1,2,3 IN STUD Y2"0 x 4 Y2" 1,2,3 WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d COMMON RAFTER LIVE LOAD.................................. 20 PSF 10d 0.131 311 SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. DTT2Z EMBED EPDXY OR DTB-TZ Y2"0 x 4Y2"EMBED EPDXY CS18 EACH END OF CS20 EACH END OF RAFTER DEAD LOAD................................ 10 PSF 10d COMMON 0.148" 311 SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP LEGEND CEILING JOIST DEAD LOAD........................ 5 PSF 12d COMMON 0.148" 3-Y41v CONNECTORS MUST HAVE (18)0.162"x 2 Y2"IN (18)0.162"x 2 Y2"IN 16d SINKER 0.148" 3-Y411 ALL OTHER PT - Z-MAX, G120 OR TRIPLE ZINC 1,2,3 STUD/BEAM/TRUSS H 1,2,3 STUD/BEAM/TRUSS NlTS12 (7) 1 Od x 1 Y2" MTW1 2 (7) 1 Od x 1 Y2" OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL C) WIND LOADING.................................................Cd= 1.60 (INCLUDING ACQ& MCQ) COATED FINISH. HTT4 5/8"0 x 6"EMBED ANCHOR TT45 1/8"0 x 6"EMBED ANCHOR EACH END EACH END ALTERNATIVE FOR THE APPLICATION SHOWN C1*j 16d COMMON 0.162" 3-Y21' ALL FASTENERS MUST BE HOT IS? ASCE 7-10, 3S GUST........................................130 MPH IN CONCRETE IN CONCRETE UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL BASIC WIND SPEED I DIPPED GALVANIZED. EOR ENGINEER OF RECORD NOTES: (26)0.162"x 2 Y2"IN (26)0.162"x 2 Y2"IN EW EACH WAY 00 EXPOSURE CATEGORY.................................. B 1. INSTALL 1CJ NAILS UNLESS OTHERWISE SPECIFIED. NOTES: HTT5 1,2,3 STUD/BEAM/TRUSS HTT4�2,3 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON 4 BUILDING CATEGORY..................................... 11 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NA!LS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON 0 x 6"EMBED ANCHOR 1/8"0 x 6"EMBED ANCHOR EACH END EACH END OSB ORIENTED STRAND BOARD 0 ENCLOSURE CLASSIFICATION...................... ENCLOSED SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY IN CONCRETE IN CONCRETE 'NSP WOOD STRUCTURAL PANEL 0') INTERNAL PRESSURE COEFF........................0.18 F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN (20)Y4"x 3"SIDS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE SPF SPRUCE-PINE-FUR G&C DESIGN PRESSURES..............................(SEE TABLE 1) BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. HDQ8-SDS3 IN STUD GROUP PHD8 7 GROUP MSTA36 (13)10d COMMCN MSTA36 (13) 10d COMMON CONT CONTINUOUS 04 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 7,,0 x 12"EMBED ANCHOR 0 x 12"EMBED ANCHOR EACH END EACH END N DEFLECTION CRITERIA A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 9 IN CONCRETE IN CONCRETE O.C. ON CENTER co SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. i ROOF RAFTERS..............................................LL/240 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS (38)16d SINKERS INTO (38)16d SINKERS INTO (11) 1 Od x V2"11.1 (11) 10d x V2"IN (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) U_ TL/180 SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTED HTW20 TRUSS/RAFTER LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE Lij WET EMBED IN WET EMBED IN (11) 10d x 1Y2"11-4 (11) 10d x%"IN PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. _j CONCRETE AND FOUNDATION NOTES CONCRETE CONCRETE STUD STUD SYS 42 PROPERLY RATED OPEN WEB HEADER I (10)10d x 1 Y2"NAILS IN (10) 16d COMMON NAILS (5)8d x 1Y-,"IN (5)8d x1 Y2"IN > 1. CONCRETE CIOMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 2 STUD 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS z 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). LTT20B Y2"0 x6"EMBED EPDXY LTS19 Y2"0 x6"EMBED EPDXY HA8 (5)8d x 1Y2"IN Top RT7AT (5)8d x 1 ��"IN TOP 0 TABLE 1 : COMPONENT AND 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS CID 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE SEND AT CORNERS WITH A 24"LAP.24"LONG#4 BAR IS RECOMMENDED TO BE OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 10d x1 Y2"IN (5) 10d x1 Y2"i N INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM CLADDING DESIGN PRESSURES INSTALLED AT ALL REENTRANT CORNERS. I < 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. ABU44 (12) 16d COMMON NAILS PAU44 1 (12)16d COMMON NAILS H8 TRUSS RIBA TRUSSBOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S 5/8"0 x 7"EMBED EPDXY V 0 x 7"EMBED EPDXY (5) 10d x 1 Y2"IN (5) 10d x 1 Y2"IN SPECIFICATIONS) C4 WINDOW'S AND DOORS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE i TOP PLATE TOP PLATE (D EFFECTIVE ZONE DESIGNATION CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. (12) 16d COMMON NAILS (12) 16d COMMON NAILS (9) 1 Od x1 Y2"IN (8)8d x1 Y2"IN STRUCTURAL WOOD BEAM It WIND AREA IZ-Interior Zone(psfl EZ-End Zone(psfl 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 1/8"0 x 7"EMBED EPDXY 1 5/8"0 x 7"EMBED EPDXY STUD STUD LLJ - SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ABU66 (12"EMBED AT GARAGE PAU66 (12"EMBED AT GARAGE TSP (6) 10d x 1 Y2"Ir- LFTA6 (8)8d x 1 Y2"IN F_ 0-20 ft' +18.24 -19.79 +18.24 -24.42 7. EARTH AND EARTH FILL SUPPORTING DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT D ACCORDANCE WITH FRC 5TH EDITION (2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND CCHESIVE SOILS. U) 21 -50 ff +17.36 -18.91 +17.36 -22.67 COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (6) 10d COMMON (6) 10d x 1 Y2"IN RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. HUC48, HD481F, IN TOP PLATE TOP PLATE 51 -100 ft, +16.31 -17.86 +16.31 -20.56 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS HU28-2, HEADER HD28-2 HEADER DSP (8) 10d COMMON RSPT6-2 (8) 10d x 1 Y2" STUD COLUMN KEYNOTE CALLOUT LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM IN STUD/HEADER STUD/HEADER 0 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 101 -200 ff +15.50 -17.05 +15.50 -18.94 SUBTERRANEAN TERMITES. HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (26) 16d SINKER IN (28) 16d SINKER IN JL_ 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF HUC410, HEADER H D41 01 F, HEADER WALL FRAMIN(3 WALL FRAMING SOFFIT MAX PRESSURE(pso +17.4 -23.2 RECORD IF THIS CONDITION EXISTS. HU210-2, (10) 10d COMMON IN HD210-2, (10)10d COMMON IN LGT3 (12)SIDS Y4"x 2 LUGT3 (12)WS25 Y4"x 2 1" NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS VINYL < 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15x15 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS 2 2 2 STUDS W TO MATCH WALL FRAK41NG SIZE AND GRADE, UNO. FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. ct) uj (4)Y411 x 1 Y2"SIDS SCREWS (4)Y4"x%"WS15 SCREWS D 0 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN z 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM IN TRUSSIRAFTER IN TRUSS/RAFTER ry Of 0 END ZONE KEY MAP ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN HGA1 OKT HGA1 0 SDWC14500,SDWC1560( NO USP EQUIVALENT 2 ANCHOR I-- C5 F- END ZONE: END ZONES SHALL BE TAKEN ALONE, CONTACT THE ENGINEER OF RECORD. (4)Y4"x 3"SDS SCREWS IN (4)Y4"x 3"WS3 SCREWS IN I BOTTOM OF STUD COLUMN CONNECTION TOP PLATE TOP PLATE AS THE 1 ST 4.0'PER IRC FIGURE R301.2(7) *1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN -2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL LID TITEN HID DIA &EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIED COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. It x 0 z 7 C] ON PLAN BOLT+ ON PLAN W W IL 0 a < - 0 "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN 13 Z I L rL < D 0 0 W LL Z NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE 12 w 2 w 0 NOTES: qr1r to D 11 z 0 U Q _j - LID z U 0 a rZ_ I I z w 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"x`12"TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT [L _j J z z 0 BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR IN 0 TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDIDOWNS. < W W < ry < -7 W LL > b NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W W ❑ W W ❑ [0 LO - 0 -TIE INSTALLATION SPECIFICATIONS. 0 w w L Q n w 1z F- a ❑ - 0 >. w z 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC z -2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH 0 M 0- z 3. PRODUCTS SELECTED USING SIMPSON 2015 U) cl N ❑ 0 w w _j M TYPE OF STRAP CONNECTING HEADER TO JACK STUD U) Z 0� L >- w 4 EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RE ( I MSTAi IL RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION TON INSTRUCTIONS. a] LO W W er < 0 w I w w M 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. DTT2Z 1 0 w �- I I W KINGIJACK GROUP BOTTOM CONNECTION w z Ll Z -73 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST e 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP ❑ EXISTING HOUSE ,\\\ ` 0EUzLLLL LQ2Q BASE ANCHORS, CS18,AND MSTA FLAT STRAPS. z �- z LL x e 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD _j a a W x :D Lj IL w 0� W w GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. U Z In L9 a W z w 0 w A 16- W T Z ^ TABLE 8: SPECIFIED SW WALLS NUMBER OF HOLD DOWN S/STRAPS AT BASE OF KING/JACK GROUP < �: w M T 12 L.Li z LU z X W Lj :z LL Lj_ NOTES 1,2,3,4 LIJ w z M x Uj w W Z w w z In LU HEADER FRAMING KEYNOTE CALLOUT z 0� z z j U 0 0 w (D Lg (2)2x`10-1 /2-� NUMBER OF KING STUDS EACH SIDE OF OPENING Z Z EJ LL Uj Uj LL Uj �` � ,. �" .. W W W z < Lli W END STUD GROUPS rl w w 0 LLJ - I < LL J < z >- zj < 0wE6Q �_ NUMBER OF JACK STUDS EACH SIDE OF OPENING I Z z w k SW TYPE NUMBER OF STUDS 0 w I SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP)OR WSP Z U < LJ w 0 z < FEB 2 0 17 Fy 0 w z < T_ 0 _j SW1,SW2, SW3 2 o 1q0_ L0 < 0MPzLj [j SW4 3 NUMBER OF PLIES IN HEADER 1 4.0 FT 'LUDED FOR STUD GROUP LL 1 ST FLOOR (TYP) END ZONE 1. KING/JACK STUDS MAY BE ING z SHEET NO.: DESIGNATION REQUIREMENT. ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 0 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING ST-1 .......... ............. ........... ............... < 0� STRUCTURAL NUMBER OF JACK STUDS EACH SIDE OF OPENING END STUD ADJACENT TO HOLD 0OWN MAY BE SUBSTITUTED W/ 0 BLOCK W1(20)1 Od TO EN D STUD 0- THE SCOPE OF WORK AS INDICATED ON swi MIN 36 -HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL,OR SYS42) SPECIFICATIONS THE STRUCTURAL DRAWINGS IS DEPTH OF HEADER 0 JOB NO.: COMPLIANT WITH THE WORK AREA END STUDS CONNECTION(NGTE S 5,6, 7) NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) AT0227 < METHOD AND IS CONSIDERED TO BE A REV 02-10-2017 SW TYPE 1ST I EVEL 2ND LEVEL HEADER FRAMING SUBDIVISION: LEVEL 2 ALTERATION OF EXISTING WITH HOLD DOWN STRAPPING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2) ROWS 10d @ 8"O.C. 0� swi DT T2Z MSTA36/CS18 STAGGERED. 0 405 Royal Palms Dr ADDITION WORK AS DEFINED IN THE 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS:SW2 HTIA (2)MSTA36/CS 18 Ll- Atlantic Bch, FL e SHEAT HING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. FLORIDA BUILDING CODE FOR EXISTING < i SW3 H-1-1-5 (3)MSTA36/CS18 a A REACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d BUILDINGS. SW4 HDQ8 (4)MSTA36/CS18 COMMON @ 3"O.C. LOT NO.: *EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING 5to MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE BOTTOM PLATE ANCHOR SPACING(NOTE 7) e NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END (D FLOOR PLAN: SW TYPE MAX ANCHOR SPACING a WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL 0 I � SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 0 _j SW1 48"O.C. 3. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C., STAGGERED ALONG EACH EDGE VJ 0 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8,d TOE NAILS. Z DESIGNED: SW2,SW3,SW4 24"O.C. 0 7- 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. WMNW 0 ELW/iML 6. UNO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC15450 KING STUD TO BOTTOM PLAT ELL LIJ CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT FIRST W ' 1-- REVIEWED: FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 w 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR DSM NOTES: OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABO Y : N 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE e TOP PLATE TO HDR W/SDWC15600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS 5 < REVISIONS DATE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF *SPH vi/(12) 10d x 1-Y2"@ 16"O.C.OR COMPLIANCE WALL SEGMENT IS IDENTIFIED AS SW1, SW2,SW3, SW4,OR SWB ON THE PLAN. z METHOD 02-10-17 *DSP w/(14) 1 Od x 1-Y2"@ 16"O.C.OR < z 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. e FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS wit(14)10d x 1-1/2"(OR EQUAL APPROVED a EN 2 >_ 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQ;TRE STUD GROUP AND HOLD DOWNS ONLY AT co EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. TABLE 9: PLANK-ORIENTED HEADER REQUIREMENT& < 0 t: o w a Lli 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. NOTE 6(APPLICABLE TO ALL) U w z z 00 5. 2ND LEVEL"SVC"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: a f 0 T STUCCO FINISH-U360 FLEXIBLE FINISH-L/180 w p < 1"DIA. ROD TO SLAB. END STUDS TO BE CGNTINOUSLY SUPPORTECi, I HROUGH FLOOR SYSTEM TO SLAB. 0 • HOLD DOWN WITH FULL-HEIGHT I T 2 ONTINUOUS ROUGH OPENING WIDTH -UD GROUP TO SLAB WITH HOLD MAXIMUM 11' MAXIMUM 11' Hin • 2ND LEVEL END ST C, z cc z UDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1T LEVEL (NOTES 1,2) LU 0 DOWN. PLATE HEIGHT PLATE HEIGHT p 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDIDOWN,WHICH IS TO BE LARCEST OF THE TWO HOLDOWNS SPECIFIED, UNO. GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 (2)2x4 z 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOL D-DOWN ANCHOR REQUIREMENTS. ': - 4 z 1 moo 191 0 w GREATER THAN 75"UP T U. C/) 0 01111, (2)2x6* (3)2x4 0 :D z Uj W :;: FRAMING NOTES GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN a. CC fn 0 It 11 - STRUCTURAL ENGINEERING 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. Uj :3 0 F__ U) GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 (2)2x4 W 0 w F_: mmy P. ANCHOR BOLT,THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE,iPECIFIED DEPTH, IN w (a yj i:: AP4PMON A HOLE AS SPECIFIED BY MANF(TYPICALLY-I-"TO 1"GREATER THAN SPECIFIED ANCHOR DIAMETFT?).ADHESIVE/EPDXY 0 GREATER THAN 75"UP TO 111 (2)2x6* (3)2x4 CC Uj U P.E.58544 16 8 0 > LL MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE.MANUFACTURER'S SPECIFICATIONS MUST BE 1� GREATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN Uj < FOLLOWED FOR PROPER INSTALLATION. cc P AR 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO.ALL WATERPROOFING AND FIRE SAFETY 1. FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN(6) 10d •E N,3* 0 SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAL-ED BY OTHER. TOE-NAILS AT EACH END. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIRt-TAENTS LISTED IN 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. (D No 58544 ow FLORIDA BUILDING CODE TABLE 2304.9.1. 1 FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x-PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3)10d 0 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE-NAILS AT EACH END, 0 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. ,.;I-AGGERED. 4- FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. z S E OF UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 5, (-)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. _17 44/ 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END 1-4AILS. 6- IN SITUATIONS WHERE PLATE HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING 0 Lij R 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. DEPTH ADEQUATE FOR PLANK ORIENTED HEADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT[-- 4* - 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING&BOTTOM OF HEADER SHALL BE FASTENED IfI N A X THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO TO BOTTOM OF HEADER WITH(2)ROWS 0.131"0 X EMBED INTO HEADER @ 8"O.C.STAGGERED. ILL! �M�MO N�� AA < XiZ I=I EEI f 01-17-2017 SHEETINDEX DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE ST-1....... ..............STRUCTURAL SPECIFICATIONS TABLE 5: FASTENERS IN -------- ST-2-............ FOUNDATION PLAN, STRUCTURAL&ROOF PLAN TABLE 4- NAIL SIZE LEGEND ........... USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-1.....................TYP WALL NOTES 1, 2, 3,4 PRESSURE TREATED LUMBER - D INTERCHANGEABLE ALTERNATIVES AND MAY BE CONSIDERE th DI�TER LENGTH I =Mg and Residential Codes,5 Edition(2014) SIMPSON 8d COMMON 1 0.131 2-Y2" PRESERVATIVE FASTENER TYPE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON I USP USP FASTENERS FASTENERS Code for D.esiqn Loads 8d RINGSHANK 1. 0,113" 2 Vis" ANSI/ASCE 7-10 i ACZA STANDARD CARBON STEEL (8))/4"x 1 Y2"SIDS SCREWS (8)Y4"x 1Y2"WS1 5-GC (9) 10d COMMON 1 0.148" 1 1 1,23 (9) 1 Od COMMON 10d x . 1 -Y2 1,2,3 WOOD SCREWS IN STUD I 1-Y2" S AND IN STUD X2"0 x 4 X-2" DTB-TZ CS18 I CS20 EACH END OF ROOF LOADING"—..... ....... .............. Cd= 1.25 11 STAINLESS CONNECTOR DTT2Z EMBED EPDXY OR Y�"0 x 4Y2"EMBED EPDXY EACH END OF ........ 20 PSF 10d 11 0.131 311 SODIUM BORATE(NOTE 1) STRAP — FASTENERS REQUIRED. STRAP OR SCREW ANCHOR RAFTER LIVE LOAD........ ................. SCREW ANCHOR LEGEND RAFTER DEAD LOAD................................ 10 PSF 10d COMMON 1[ 0.148" 311 1 C) CONNECTORS MUST HAVE (18)0,162"x 2 Y2"IN (18)0.162"x 2 Y2"IN OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL 0 CEILING JOIST DEAD LOA 12d COMMON 112,3 STUD/BEAM/TRUSS D.�.............. ....... 1 Z-MAX, G120 OR TRIPLE ZINC 1,2,3 STUD/BEAM/TRUSS (7) 10d x 1 Y2." 5 PSF 1 0,148" 31 ALL OTHER PT HTT4 HTT45 MTS12 i t MTW1 2 (7) 1 Od x 1 Y2" ALTERNATIVE FOR THE APPLICATION SHOWN LO 1 0.148" 3-Y4 COATED FINISH. 5"0 x 6" EMBED ANCHOR 0 x 6"EMBED ANCHOR I EACH END EACH END 16d SINKER /8 UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL T_ --- (INCLUDING ACQ& MCQ) WIND LORDING...... .........._-_.....................­Cd= 1.60 16d COMMON i 0.162" ALL FASTENERS MUST BE HOT IN CONCRETE IN CONCRETE I EOR ENGINEER OF RECORD 00 ASCE 7-10, 3S GUST........................................130 MPH DIPPED VALVA N IZED. i (26)0.162"x 2 Y2"IN (26)0.162"x 2 Y2"IN EW EACH WAY (9) 10d COMMON 4 BASIC WIND SPEED NOTES: 1,2,3 STUD/BEAM/TRUSS 12 0 1 UDDE-AIVI/TRUSS (9) 10d COMMON OSB ORIENTED STRAND BOARD 0 NOTES. HTT5 HTT45 ' MSTA24 I MSTA24 EACH END EXPOSURE CATEGORY..._............................ B 1, INSTALL 104 NAILS UNLESS OTHERWISE SPECIFIED. ODIUM BORATE TREATMENTS BEARING ON 0 x 6"EMBED ANCHOR 0 x 6"EMBED ANCHOR EACH END WSP WOOD STRUCTURAL PANEL BUILDING CATEGORY_................. ..........__- 11 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/S IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY IN CONCRETE IN CONCRETE ENCLOSURE CLASSIFICATION............... ...... ENCLOSED SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED — SYP SOUTHERN YELLOW PINE xt (24)3"WS IN STUD OA8 NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN (20)Y4"x 3"SIDS SCREWS SPF SPRUCE-PINE-FUR INTERNAL PRESSURE COEFF....... F1667, N CORROSIVE TO CARBON STEEL FASTENERS. IN STUD GROUP GROUP 1 (13) 104 COMMON MSTA36 (13) 10d COMMON CONT CONTINUOUS I PHD8 7; MSTA36 I EACH END EACH END O.C. ON CENTER C10 ff Mr's C&C DESIGN PRESSURES__.............. ...........(SEE TABLE 1) BEFORE APPLICATION OF PROTECTIVE COATING TO BE NOW HDQ8-SDS3 7,,0 X I 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 12"EMBED ANCHOR g'O x 12" EMBED ANCHOR I PENETRATION,THE BORED HOLE IN CONCRETE CONCRETE--- x- 2"IN (11) 1 Od x IY2"I LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. A WOOD DUE TO FASI ENER P (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) LL (11) 10d 1Y N DEFLECTION CRITERIA SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. (38) 164 SINKERS INTO (38) 164 SINKERS INTO STUDS TRUSS/RAFTER TRUSSIRAFTER LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE I ROOF RAFTERS_.... ........... ............... ....LL/240 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS STHD14 STUDS STAD14 HTS20 2"IN HTW20 (111) 1 Od x%"IN PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, UNO. LLI TL/ 180 SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. WET EMBED IN WET EMBED IN (11) 10d x 1Y _j CONCRETE CONCRETE STUD STUD SYS 42 PROPERLY RATED OPEN WEB HEADER > CONCRETE AND FOUNDATION NOTES (10) 104 x 1 Y2"NAILS IN (10) 164 COMMON NAILS (5)84 x 1/1,2" IN (5)8d x1 Y?"IN z H FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 2 STUD 2 IN STUD H2.5T/ TRUSS RT71' TRUSS INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS 0 1. CONCRETE COMPRESSIVE STRENGTH LTT20B LTS19 0 COMPRESSIVE STRENGTH FOR SLAB=2.500 PSI AT 28 DAYS(UNO). X"0 x6"EMBED EPDXY Yq"0 x6" EMBED EPDXY HA8 1 (5)8d x%" IN TOP RT7AT (5)8d x 1 Y2"IN TOP OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 2. CONCRETE COMP 2 OR SCREW ANCHOR PLATE PLATE TABLE 1 - COMPONENTAND 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO) OR SCREW ANCHOR INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED, MINIMUM < 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE (5) 1 Od x1 X2"IN (5) 10d x1 Y2"IN 2"ANCHOR @ 64'O.C. (UNO ON FRAMING PLAN OR SW ---> I TRUSS MM2= CLADDING DESIGN PRESSURES INSTALLED AT ALL REENTRANT CORNERS. (12) 16d COMMON NAILS 1 (12) 16d COMMON NAILS TRUSS BOTTOM PLATE ANCHORAGE IS,'/ 1/2 INCH TO 2 INCHES IN LENGTH. PAU44 HEI RT8A SPECIFICATIONS) WWF. FIBER LENGTHS SHALL BE ABU44 5) 10d x 1 IN C4 5. FIBERIOESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE %"0 x 7"EMBED EPDXY 0 x 7" EMBED EPDXY (5) 10d x 1 Y2"IN �\NUFACTURER'S 0 DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THEM, TOP PLATE TOP PLATE NT R SHALL PROVIDE STRUCTURAL WOOD BEAM WINDOWS AND DOORS (12) 1 (9) 1 Od x1 Y2"IN LU i 6d COMMON NAILS (8)8d x1 Y2"IN RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER OR SUPPLIE 0 2) 16d COMMON NAILS ILDING OFFICIAL. STUD STUD A ZONE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BU V8"0 x 7" EMBED EPDXY 0 x 7"EMBED EPDXY i NE DESIGNATION TSP LFTA6 EFFECTIVE ABU66 PAU66 (8)8d x 1 Y21'IN I 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. (12"EMBED AT GARAGE (6) 10d x 1 Y2"IN ir—WIND AREA IZ-interior Zone(psf) EZ-End Zone(psf) . (12"EMBED AT GARAGE FOUNDATION KEYNOTE CALLOUT SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN 0 7. EARTH AND EARTH FILL SUPPORTING DOOR RETURNS) DOOR RETURNS) PLATE PLATE u E OF ORGANIC MATERIAL AND COHESIVE SOILS. A -24.42 It (6) 10d COMMON (6) 1 Od x 1,1/2"IN 0-20 ftp +1824 -19.79 +1824 ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401,4.1,AND SHALL BE FIRE 'S OR CONTRACTOR'S H U48, HD48, CK D PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER (14) 16d COMMON IN (14) 16d COMMON IN COMPACT Tf IE FILL IN 12" LIFTS TO AT LEAST 95%OF MODIFIE i IN TOP PLATE TOP PLATE :D HD481F. STUD COLUMN KEYNOTE CALLOUT i RSPT6-2 21 -50 fe +17,36 -18.91 +17.36 22.67 RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. HUC48, HEADER HEADER DSP 8) 10d COMMON (8) 1 Od x 1 Y2" 0 — HD28-2 HU28-2, 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYE'rl'HYLENE VAPOR RETARDER WITH JOINTS (6) 10d COMMON IN BEAM (6) 1 Od COMMON IN BEAM STUD/HEADER HD28-21 N STUD/HEADER NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 51 -100 fe +16.31 -17,86 +16.31 -20.56 HUC28-2 SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF F LAPPED 6"AND H D41 0, (18) 16d COMMON IN ii (26) 16d SINKER IN (28) 16d SINKER IN +15.50 -17.05 1 +15.50 18.94 SUBTERRANEAN TERMITES. H U41 0, (18.) 16d COMMON IN 101 -200 fe ATTENTION BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF H D41 01 F, HEADER WALL FRAMING WALL FRAMING r--- NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATT HUC4107 HEADER (10) 10d COMMON IN LGT3 (12)SIDS Y4"x 2 LUGT3 (12)WS25 Y4"x 2 TO MATCH WALL FRAMING SIZE AND GRADE, UNO. < RECORD IF THIS CONDITION EXISTS. HU210-2, (10) 10d COMMON IN H D210-2 2 C_ VINYL SOFFIT MAX PRESSURE(psf) +17.4 -23.2 RACKING, CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE P-ACEMENT. CONTACT EOR HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS 2 2 STUDS u) w 10. TO CONTROL C CO W ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN z ........... S.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. (4)Y4"x 1 Y2"SIDS SCREWS (4)Y4"x 1Y2"WS1 5 SCREWS --1 0 0 FOR ALTERNATIVE METHOD LOCATION FROM 2 ANCHOR cr- 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING PLAN IN TRUSS/RAFTER HGA1 0 IN TRUSS/RAFTER SDWC14500, SDWC15600 NO USP EQUIVALENT END ZONE KEY MAP ARCHITECTURAL PLANS OR FRAMING PLAN, IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION HGA10KT (4)Y4"x 3"SIDS SCREWS IN (4))/4"x 3"WS3 SCREWS IN BOTTOM OF STUD COLUMN CONNECTION END ZONE: END ZONES SHALL BE TAKEN ALONE,CONTACT THE ENGINEER OF RECORD. TOP PLATE TOP PLATE e 1ST LEVEL STUD COLUMN: HOLDIDOWN REQUIRED AT BASE OF COLUMN U) *2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL u') AS THE 1ST 4.0' PER IRC FIGURE R301.2(7) 114- x 0 z 7 0 DW & EMBED SPECIFIED WEDGE DIA. &EMBED SPECIFIED COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. W W 0� < 0 TITEN HID "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN vt D_ U 0 z 0� ON PLAN BOLT+ ON PLAN < :3 (n 0 w LL < z -NUMBER OF SDWC1 5450 CONNECTING STUDS TO BOTTOM PLATE w W 0 [] Z D Ej 0 _j - LO u3Dl Z 0 10 0 W [3 U3 I,- J w _NOTES: >- 0 z w _j M -jzzD1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"x12"TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT I.- W < D W L > 11 2 LL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W W 0 w W W to - a ---------- BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWA z 0 D_ Lu w _j n - 0 ER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 0� �- - w Z �_ X" 2. REF -2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION, PRODUCTS MAY BE SUBSTITUTED WITH C3 M IL z w F w M 0 z Lj I. 1 PRODUCTS SELECTED USING SIMPSON 2015 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U) w u,, - W W 1 IASTA24 \�7 4 L n ul w W (n \\ \ ��, �\ APPROVED ALTERNATES, REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. I w 0 z 0 EQUAL OR BETTER A 1\�, ID�T w 0 !� -D ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. KING/JACK GROUP BOTTOM CONNECTION z I I-- �- I z w < LL ra 4. IF CONNECTOR IS NOT LISTED SPECIFIED ABOVE MAY BE USED FOR ABU POST a 1ST LEVEL STUD GROUP: HOLDIDOWN REQUIRED AT BASE OF STUD GROUP \\ . \\\', 0 < 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SP 0 11 z L 1 0 I- z C3 x _j *2NID LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD w wj :1 BASE ANCHORS, CS18,AND MSTA FLAT STRAPS. w GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. 00 z W Z 0 0 < EXISTING HOUSE W U jD 0 W 0 0 z z 7 X 0 t w F w NUMBER OF HOLDIDOWNS/STRAPS AT BASE OF KING/JACK GROUP LLJ EL wz �x < DLi < EE L TABLE 8: SPECIFIED SW WALLS z LLI a W 2 0 0 D to z w w w w I i z z i I_ z NOTES 1, 2,3,4 z z -------------------------------------------------------------------- T X HEADER FRAMING KEYNOTE CALLOUT Z< C3 0 0 0 < W (D L9 L9z >- Lu1wLD � zz1 .......... .... -------------\� (2)2x10-1 12 NUMBER OF KING STUDS EACH SIDE OF OPENING Z z 0 Z 0� < z 3: w - W U] W < L] w _j i W LLI L9 w L9 Ej w 0 END STUD GROUPS < 1 < z >_ zI < uw1 NUMBER OF JACK STUDS EACH SIDE OF OPENING Q �_ 2: Z 2 Z w Q w < L w Z Z u SW TYPE NUMBER OF STUDS O� 0 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP)OR WSP 0 w Li F- z u 0 SW1,SW2, SW3_ 2 'A" 0 2017 0 SW4 3 NUMBER OF PLIES IN HEADER LL SHEET NO.: 4.0 FT' 1. KING/JACK STUDS MAY BE ifACLUDED FOR STUD GROUP ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT z END ZONE 0 1 ST FLOOR (TYP) REQUIREMENT. Ei-T-1 DESIGNATION (2)9 1/2" SL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING < CK STRUCTURAL NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ CL Q� SPECIFICATIONS MIN 36" BLOCK W/(20) 10d TO END STUD -HEADER MATERIAL ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) 0 JOB NO,: 11 DEPTH OF HEADER THE SCOPE OF WORK AS INDICATED ON THE STRUCTURAL 1 DRAWINGS IS CONSIDERED TO BE LEVEL 2 ALTERATION I AT0227 S DEFINED IN THE NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) OF EXISTING WITH ADDITION WORK A END STUDS CONNECTION (NOTES 5,6, 7) FLORIDA BUILDING CODE FOR EXISTING BUILDINGS. 1 HEADER FRAMING -A SUBDIVISIM IST L 2ND LEVEL t i SW TYPE i HOLD DOWN STRAPPING 1. ALL HEADER„ACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8"O.C. 0 405 Royal Palms Dr STAGGERED. Swi DTT2Z MSTA36/CS1 8 2, WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: SW2 HTT4 (2)MSTA36/CS13 LL Atlantic Bch, FL < SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2, SW3 HTT5 (3)MSTA36/CS 18 ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d LOT NO.: �S�4 HDQ8 (4)MSTA361CS 18 COMMON g 3"O.C. z EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING >■ MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE 0 FLOOR PLAN: BOTTOM PLATE ANCHOR SPACING(NOTE T) e NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 0 ------- LL 0 *WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WA SW TYPE MAX ANCHOR SPACING SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 0 EACH EDGE111 11 3. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C., STAGGERED ALONG EA a" Z DESIGNED. >W1 48"O.C. —------- 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS. 0 S-W2, SW3, SW4 24"O.C. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. MWAN 0 ELW/JML uj 6. UNO ON PLAN, MIN SDWC15600 TOP PLT TO KING STUD AND(1)SDWC15450 KING STUD TO BOTTOM PLAT REVIEWED: CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT FIRST LLI x FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 LLI DBM 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR -- CL OPENINGS 3 FT OR'LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS A 0 < REVISIONS DATE NOTES- *TOP PLATE TO HDR W/SDWC15600 @MAX 32"O.C.AS SHOWN, "ALTERNATE SECTION(HEADERS), -5 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF e SPH wl(12) 10d x1%"@ 16"O.C.OR tow 1 4*10 W1, SW2, SW3, SW4, OR SWB ON THE PLAN. *DSP w/(14) 10d x1-Y2"@ 16"O.C. OR z 4 Z WALL SEGMENT IS IDENTIFIED AS S -1/2"(OR EQUAL APPROVED B ) 0 MING PER TABLE 2-WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. e FASTEN TRUSS DRECTLY TO HEADER w/MTS OR HTS w/(14) 10d x 1 (0-2 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRA 0 ---------------------- 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT TABLE 9: PLANK-ORIENTED HEADER R Eu'-',U I R E M E N T 62 EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. E r. ILLI 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. NOTE 6(APPLICABLE 10 ALL) a Z \ \\\\\\°\� 5. 2ND LEVEL SW WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: i STUCCO FINISH-L/360 FLEXIBLE FINISH-L/180 CC 0 * HOLD DOWN WITH FULL-HEIGHT ROD TO SLAB. END STUDS TO BE \ \ \ CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. CONTINUOUS ROUGH OPENING WIDTH 2p 0 2EL STUD GROUP TO SLAB WITH HOLD (N ES 1,2) MAXIMUM 11' MAXIMUM 11' 40 LIJ * 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W1 STRAPPING AS NOTED. 1ST LE V PLATE HEIGHT PLATE HEIGHT U. 0 L < DOWN. gypp- IM 6. DESIGNATED iNER REQUIRE(1)HOLDIDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOW GREATER THAN 48"UP TO'75"(NOTE 3) (2)2x4 (2)2x4 z NS SPECIFIED, UNO. % "SW' WITH A COMMON CC, -DOWN ANCHOR REQUIREMENTS. 0 MV, \11 Lgolummos, g GREATER THAN 75" U P TO 111" (2"2x6* (3)2x4 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD 0 U) 0 u GREATER EATER THAN 111 SEE FLOOR PLAN SEE FLOOR PLAN IL : ca 0 FRAMING NOTES �; tu n 0 — U RAL ENGINEERING (2)2x4 ul 0 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. I GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 lu ANCHOR BOLT,THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN I 10 GREATER KHAN 75"UP TO 111 (2)2x6* (3)2x4 A HOLE AS SPECIFIED BY MANF(TYPICALLY—""TO 1"GREATER THAN SPECIFIED ANCHOR DIAMETER).ADHESIVE/EPDXY C III off#, 16 8 MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE GREATER THAN 111 SEE FLOOR PLA SEE FLOOR PLAN FOLLOWED FOR PROPER INSTALLATION. U) 1 FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN(6) 10d E 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO.ALL WATERPROOFING AND FIRE SAFETY \G TOE-NAILS AT EACH END. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 0 Ift No 71 57 2. WINDOWS WITH MTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 3. ALL METAL CO 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x-PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3) 104 FLORIDA BUILDING CODE TABLE 2304.9.1. _j '4* LAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE-NAILS AT EACH END. 0 4. BEAMS IDENTIFIED BY NUMBER ON P 4. FOR PLATE HEIGHTS ABOVE 11%SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. Z 'i: TAT F 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2) ROWS 10d @ 8"O.C. STAGGERED. 5. (-)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING, T_ -PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. ft UPPER LEVEL MULTI MING 0 "* 1�1 6. IN SITUATIONS WHERE PLATE HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING 4.00 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR(2)16d COMMON END NAILS. T W **1'e R.\-. 4N 7, FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (.3)8d TOE NAILS. DEPTH ADEQUATE FOR PLANK ORIENTED HEADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST OU NA\- A:11 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING& BOTTOM OF HEADER SHALL BE FASTENED x M110%0o THICKNESS AND MATCHING WALL STUD SPECIFICAT!ONS AS NOTED ON STRUCTURAL PLAN, UNO. TO BOTTOM OF HEADER WITH(2)ROWS 0,131"0 X EMBED INTO HEADER @ 8"O.C. STAGGERED. uj 0- Derek BL Murray, P.E. < P.E. No.71457 ER LEN ,=T7 1 2_y UL Ar 7 O�_ .nd Zone _�-232 C1 �ASTA24 9 711LSL-:IL7121— M E A L C"0"N ME"' 1'0""R E N G I N E E R I N G 01-17-2017 112" 2x6 SYP RAFTERS i @MAX 16"O.C. (2) 12"LONG#4 OR#5 DOWELS @ ENOF WAS\ NOTE 2 D __ �.._ - -- -- ...... ... .__....... ................... ....__. : \\ �\ \ \ AMP AV I00 T- -------------- 12'°LONG#4 OR#5 ' HORIZONTAL DOWELS DRILL& EPDXY Wl 6"EMBED AT MID-DEPTH OF SLAB POUR CO tx , \ NOTE 1 s ` ! MAX 24"O.C. LLgosh C O co OF AF% ! � LL (2)2x4-112-------------- I- Q I I QLM :� `tiIL ® \ > ! ! EXISTING Z_ N HOU -- -- -- - - — __ - - - SSE l _j E UjLRD � ---- Am AV 'Ift -- LijGABLE END OVERHANG ASSUMED ACCESS( PE NG PR VIDED _. TO BE MAX 12"OR LESS CONTACT E\r \. EXISTING WINQOWLL j \ LO TION NO ADDI IONAL z EXISTING EOR SHOULD CONDITIONS DIFFER EXISTING CON ERATION NE ED. ° LIJ HOUSE SLAB I ROOF IL a ! - ------ Ln �\ r----N OTE 1 F. O ! { __... __................_. _...... ......- ­ \------ ......... ................ _.. __ _ _._...- - _.- _... _\. .._._......... - _. RAFTERS TO HDR UP _..._ ... (2)2x4-1/2 --------... j `\ W/A34&(4) 1 O TOE-NAILS ! —NOTE 2 O LI------------------------ 2 STUDS HDR P - 2 STUDS (2)2x8 HDR UP \ ❑ HTS20 OR LO a HTS20 R � -- (2) 12"LONG#4 OR#5 I 24 DTT2Z DTT2Z MTS24 DOWELS @ END OF WALL \ IL Lj Z TS ' Eta 0 W LL Z L � ry \ t j EL > O wL7 �_ \\ \ \ EY I \\ \ \ z W Cl) I— til flJ U w LO\\ ul LLJ < I- T C3 tY \ \ \ \ \ � y � JZ CImI- �( t� \\ \ \ Q Z F- Z z 0 x L 0 ri z til z Lo 0 ® Q Q ® Z I- Z I I - Z ® I- � � L9 ....... ........_..........- ___. d - W Ex - . .. ........ ..... _ - ......... .... ...... --------- ----- a ............................ ...........\­­ ............... Z � W ELaZZa UDM WZ Y F: Ej 191-16 � ® Z � uZ � �2zz - W z 3QUj <[ Z >- ZIQC7w � <LL GENERAL ATS T A7IONKEYNOT SA �_ � IZU < E- UZE � 01Zt ® oz < 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE NATES APPLICABLE ONLY WHERE SPECIFIED ON PLAN I z C3 J 5TH � � � I- ® 3 �lt� t� d ��7 �- ® Uca A MINIMUM BEARING CAPACITY OF 21000 psf IN ACCORDANCE WITH FRC 8"x8" DEEP THICKENED EDGE LL EDITION (2014)TABLE 8441.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL z SHEET NO.: AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95%OF A W/(1)#4 CONT MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNERS OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT Of FOUNDATION SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL FOUNDATION WORD MAY BE REQUIRED. CL PLAN 1. CONVENTIONAL FRAMING NOTES NOTE TO CONTRACTOR: GENERAL NOTEOf S • SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR !®I3O 4"CONCRETE SLAB W/ WHILE A REASONABLE EFFORT WAS SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE � AT 227 6x6 W1 x W1.4 WWF OR MADE TO RECREATE THE EXISTING 12x6 SYP CEILING JOIST @ EVERY RAFTER SET. USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. FIBERMESHATTACK CEILING JOIST TO RAFTER i 1 MIN (6) 4d • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. SUBDIVISION: ARCHITECTURE AND PROPelf OSED ALL UNSPECIFIED RIDGES ARE CONSIDERED NON O Royal Palms �- - — — 8°'MIN CHANGES, ALL DIMENSIONS SHOULD LAP CEILING JOIST ABOUT INTERIOR HALL MIN 24" STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE ®, ,p SUPPORTING STUDS OR UPLIFT CONNECTORS. � Jacksonville \ \ \\ \\ \\ o 28"MAX BE FIELD-VERIFIED PRIOR TO LAP; NAIL PLIES TOGETHER '/ 2� ROWS 0d a0 4 h, Fi�, • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN CommENCING WORK. O,C. STAGGERED SUPPORTED RAFTERS. LOT NO.: VAPOR BARRIER – '� //\\ I �\ CEILING JOIST ASSUME N ST RACE ABOVE • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER C3 �' , a.�t ,/ ,12' MIN./ //\//\//\/j\� - WHERE APPLICABLE W/MIN (6) 10d \�\\/\\�\\�\\�\\ ; REQUIRED MEMBER CONNECTIONS AREAS FOLLOWS: 2. ANCHOR LEAD STUD TO EXISTING Ul R I=LooR PLAN: RAFTERS. V' LONG SDS OR FOOD SCRF ' ?x6 RAFTERs: (1;I H2.5T TO TOP PLATE, (6) 12d COMMON / FOOTING TO BEAR ON 6„OPT. EXTENSION IN BRICK TOENAILS TO RIDGEIVALLEY. 0 FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 2x8 RAFTERS. (1 j H2.5T TO TOP PLATE, (8) 12d COMMON Z 'DESIGNED: TOENAILS TO RIDGE/VALLEY. C) ELW/JML 12'° UNDER 1 STORY WALL 2x10 RAFTERS, (1)H2.5T TO TOP PLATE, 10 12d COMMON WITH (2)#4 OR(2)#5 CONT �—ADDITIONAL NO.4 OR NO. 5 —� — { } BAR IN BRICK LEDGE DBIVI TOENAILS TO RiDGE/VHLLEY. RE'JIEVtIED: 16”UNDER 2 STORY WALL CEILING JOISTS LIJ WITH(3)#4 OR(2)#5 CONT 2x JOIST: (3) 10d COMMON TOENAILS TO TOP � ----- _ _-_ _ PLT/RAFTERS. REVISIONS DATE FOOTING SECTION TJI CLG.JOIST: (3)10d COMMON TOENAILS TO TOP < MONOLITHIC PLATE/RAFTERS. � IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 00 1'-0"VERTICALLY PER 3'-4"HORIZONTALLY, 0 CONTRACTOR HAS TWO CHOICES: LU 1, PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. ` \\\�J� MWALL FOOTING \� Cop " 3: 2. USE STE � LLIM01 IMM, �\ (2)#4 OR i2)#5 CONTINUOUS 6x6-W1.4xW1.4 WWF U)OR FIBERMESH \\ad 200 \tv \01 \\\\� \\ \� xxO RAL ENGINEERING _.� _--�_ _�__ ST T RRRR .R6 LL %�111111 fit is \\ VAPOR BARRIER a� . Q R R .� R 16" N\7 1 57 R �' Q � Ry pVw O A � 3BEARING FALL FOOTING SECTION �°� R SAT Alk A 11F 1 1 /4ge �gq M✓'' �q q NR Fes+ R11011 Jt*.* N A\- WL I IL 1 UUINUA LAI& 1 /4 X $RpR/9�qa�®p� "Sm"T LEVEL zS'kTRUC0"'TU MAL I LAm " I U FIM T LEVEL mu"" 0" F P L AINI 1 /14 0%%N F TIUNi!1l1 � LL11 CLDerek B. Murray, P.E. METAL CONNECTOR ..�;,.y. ;\\;,.0 ,...� ,...� ; ENGINEERING ..�� ; �..� ,`."\ P.E. No. 71457 01-17-201; I 0 0O N L0 N 00 4 O d' N N co U- Uj J t �, O ii�� �. c c C) Q c\i O Uj MIN 7/6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT O PANEL EDGES, 12"O.C. IN THE FIELD. U Y TRUSS OR RAFTER TO TOP PATE W/ SDWC15600 OR H2.5T C z O WALL SHEATHING TO TOP PATE W/6d COMMON,W/PER MANUFACTURES SPECS. 07 11 w � z 2 ® d- aLl D azaaui CEILING JOIST W/(3) 10d TOE-NAILS Ul 0w ,Laz DID LL � Z � r� o ° �Li � � C r > Ip zomQmQZZD STUD TO TOP PATE O w w a W LL Li 0 W W LL - 0 1 W/SDJVC15600 OR PROPERLY WIND LOAD RATED SOFFIT MATERIAL H2.5T CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT U) p0ma z � � w } wzl- o AND CLADDING DESIGN PRESSURES ON SHEET ST-1. z IL a 0 a 0 w w I- m o Z w aw � aD T_ WOZ � I LL 2x4 OR 2x6 STUD GRADE SPF OR —2x4NO. 2SPF @MRJC16"O.C. aF- 0 DZLMa7 ' 0 � U) < FZ � nwoz0Xo - p ❑ BETTER @ MAX 16"O.C. PER E] p a w a I a p o w ❑ p a w PAN m za4UW0WWW 0aaz W z w Wa ? pwF [- z �` a � wwz Xaw - aa � z 5/6"4 x 8}iARDI&ATTACH TQ FRAMING W/(2) z w a W a E z z U ❑ z Di w w ROWS 6d COMMON @6 O.C. FIELD&EDGES Z zp ❑ QmzmwQaZzz � l= W wZ � 2 W < M ❑ L7 W 13 Wrl D I- tF- IZzLjC) F_ Z U U a ❑ I w p z a -•ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN 1/2"x10"L-HOOK MIN 1/2"36 KSI O ? 3 N a W Q p M 1I- ? SQUARE WASHER: ANCHOR BOLT THREADED ROD MIN%2"Ox 6"TITEN HD MIN%2"Ox 6"TITEN HD MASA TO TOP OF J •EACH SIDE OF OPENINGS ADHESIVE OR HILT[KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PATE W/(6) LL. SHEET .: •WITHIN 12"OF END OF PADO NOT USE J-BOLT AT 10d x 1 TE SEGMENTS (O z �2 DIA x 221...MIN •MAX 48"O.C. OTHERWISE HOLD-DOWN APPROVED EQUAL) TO TOP OF WOOD O -3 EMBEDMENT CONNECTORS PLATE>E BOTTOM PATE 2x4 BOTTOM PATE Q fy_® TYPICAL WALL WEDGE ANCHOR WALL SHEATHING TO PT SILL PATE WITH 0- SEC-TION OR EQUAL @ 48 BOTTOM PLATMASA TO SIDEE (3) 0_ 6d COMMON,PER MANUFACTURES SPECS. O.C. MAX W/2" 8"EMBED AT STEMWALL UUO j BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1 2" JOB NO.: SQUARE WASHER t AND CENTER OF FASTENERS. MONOLITHIC OR MONOLITHIC AT0227 ° MONOLITHIC OR STEMWALL FOOTING UFOOTING ONLY MASA SET' "TO THE a } _ Q ° ° d MINIMUM "/MAX%4'"GAP BETWEEN STEMWALL FOOTING INSIDE OF SAB. _ SUBDIVISION: a BOTTOM OF PANEL AND TOP OF SLAB. PER PAN APPROVED ADHESIVEOR EPDXY ANCHOR MIN. O 405 Royal Palms a s ° MIN. J y / Q MONOLITHIC OR 3 3 +1 \ \\ MIN 1/� MONOLITHIC P �- Jacksonville Bch FL 1\77-777,/� 13/41 STEMWALL FTG PER Q FOOTING ONLY �� • • \/\/ ° \/\/\\�\\ \\/\\ \ PAN I _. --- - LOT NO.: Ur FLOOR PLAN:1 " DRILL & %2" O SCREW ANCHOR %2" 0 SCREW ANCHOR z 1 2 IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE EXTERIOR SHEATHING TO RESOLVE 2 J-BOLT ANCHOR EPDXY ANCHOR MASP.ANCHOR }- WALL UPLIFT AND SHEAR AT SILL O \\� PATE, TYPICAL, UNO. TYPICAL. BOTTOM PLATE ANCHOR OPTIONS ODESIGNED: TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: E LW/J M L 1. ANCHOR RE UIRED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE �4"-2g/4" U 2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. Lli IF 1— REVIEWED: TYPICAL WALL SECTION NOTES: NON-TYPICAL BOLT SPACING. REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 %"NAIL PENETRATION INTO 2 ROWS 10d 8"O.C. STAGGERED 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PATE. FRAMING SUPPORTS @ MAX 24"O.C. Pressure w DEM 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_N0.2 SYP FASTENED W/( ) @ AN ANCHOR MUST BE PRESENT WITHIN 12"OF THE END OF ANY PATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER _• . . treated sill (UNO . MINIMUM 4$"AP WI MINIMUM(20)10d IN AP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL �''' `'`:•!�: �:• .� ,s:.�:" Q REVISIONS DATE 2. 1ST AND 2ND FLOOR BOTTOM PATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACITIES. 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. • WOOD STRUCTURAL PANEL MAYBE INSTALLED BETWEEN FIRE PROTECTION AND • � •�• � ' '•� ••, � � • • AN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WAILS. WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE L). 30 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK • 5/8"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL SDWC15450 at sill plate connection 4. SEE P WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR PLYWOOD MUST EE INSTALLED Optimal 22%2° 10° 0°Finish:Black E-CoatTM m TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. p Note:Sill plate anchor to foundation not shown for clarity. LLl z AS P RO�JI D E D BY SCREW MANUFACTURER SDWC STUD-TO-SILL PATE CONNECTION SDWC INSTALLATION SPECIFICATIONS, O 1. *NOTE TO FRAMER' 'NOTE TO FRAMER' W � MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF QWIN EACH STUD, (2)SDWC TO NARROW FACE EACH STUD, (2)SDWC TO NARROW FACE z I a OF STUD REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS (n f Iifliiir IItI Optimal 22Y2' 1 . 11iltltitil u�1 . Rafter or Truss X4 min 4 n %4 rrin -Y4" O 100 0 T_ STRUCTURAL ENGINEERING 30 Max 300 / minimum O tirnal 22%2° ]— rn� Inn %2"Min edge distance p SDWC15450 for full values Splice may be in 30° 10° 0° U . (with or without upper or lower MIN%2" EDGE IN, V- Do not install SDWC in a plate splice) plate DISTANCE < hatched area V ° " n. V1 SDWC15600JKIlk_T xe �2"MaX —►I % _ Offset%4..from � � I 2"Min top plate splice O " °u $. SDWC1 600 for full values MIN%2" EDGE Z Overhan 1 3/,"Max Z s DISTANCE ` Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 Rafter to To Plate shown SDWC 15600 (1)SDWC /2)SDWC � fi • �� p SDWC15600 ` LLJ " � � SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar Note:Stud-to-Bottom Plate shown.All other installations similar. sob STANDARD SDWC ROOF TO WALL INSTALLATION '� a STANDARD SDWC ROOF TO WALLINSTALATIONRANGE OPT. OPT.SDWC INSTALLATION RANGE (IM FOR STUD TO OP P ATEEDGE DISTANCE OCO CONNECTION)R TOP CONNTE ECTION OPT.SDWC STUD-TO-TOP PATE SDWC INSTALLATION RANGE q 2 OPT_SDWC STUD-TO-SILL PLATE CONNECTION � 3 SDWC EDGE DISTANCE AND SPACING INFORMATION W 2 2a 3MIN4 CONNECTION THROUGH NARROW FACE 14a AT NARROW F ACE OF STUD I THROUGH NARROW FACE AT FDN D- Derek B. Murray, P.E. I ,. Is �@m I .a� w � P.E. No. 71457 r .m� � '�'N� .,,,m d `§ w k �A,�e adb �o«m.w ,. Vs, Nay m 01-17-2017