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HomeMy WebLinkAbout19-22175 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22175 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22175 Address: 6316 COBBLE BLISS ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVERADO Est. Value: Parcel Number: 04-26-21-0110-00800-0010 Improv. Cost: 10,700.00 OWNER INFORMATION Date Issued: 12/18/2019 Name: SCONIERS, ALICE Total Fees: 142.50 Address: 6316 COBBLE BLISS ST Amount Paid: 142.50 ZEPHYRHILLS, FL 33541 Date Paid: 12/18/2019 Phone: 813-355-3612 Work Desc: CONSTRUCT PAD WITH ALUMINUM ROOF CONTRACTORS APPLICATION FEES TRUE ALUMINUM INC BUILDING FEE 1 2.50 � U FRAME Ins ections Required SHEATHING FINAL SLAB REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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 commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 1111�Altl','2 &-- ?� N TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#20192202T0 OR BK 10029 PG 3041 Page 1 of 1 S/ufl 12/27/2019 01:15 PM Rcpt:2120835 Roo:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq Pasco County Clerk&Comptroller Permit No. d 175 Parcel ID No 6'T•aY� �� " 0110 `00 kw—001 NOTICE OF COMMENCEMENT h State of County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information is provided in this Notice of Commencement:1. Description of Property: Parcel Identification No, () �t R- 2 '21 0 ©0 1/0 o 0 0 1 0 Street Address:So 11(A 0 06)01 C' 61 i SS 5+r C t Zell L41 t'�t 2. General Description of Improvement 5cv-"n r Q w", 3. Owner Information or Lessee information if the Lessee contracted for the improvement: < UJ Address City State Cn t`Z 0 l/l Interest in Property: () Nt/1_ 0 Z> 1J_ _ _ Name of Fee Simple Titleholder. 03 Z U 0 I- Q J f: (!t different from Owner Ilsted above) 0 JAL Address /� City State gy IAJJ n (` LU 4, Contractor: — FCyr.. M-Mv l ,VYV\, Of S �� cry d �OSX�hL� onkGSe 12cA �1mi- CI �"la F � f— ¢ 5 Address ` n�l—• O/�n city Slate Li_ O Q U- Q Contractor's Telephone No.: U� '! Q N � oZS 5. Surety. 0 f1 X.LU � Name 5D 0 Lr Address City State U M in LL f) Amount of Bond:$ Telephone No.: LL Lt] :D z 0 Ly- Q Ix LL Q 8. Lender. Name J LL1 0 0} O Address City State ® p 0 Lender's Telephone No.: Z W to Lu (/) Q_L, Ltd 7. Persons within the State of Florida designated by the owner upon whom notices of other documents may be served as provided byILL. Z Section 713,13(1)(a)(7),Florida Statutes: z h Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of— to receive a copy of the Lienors Notice as provided in Section 713.13(l)(b),Florida Statutes, Telephone Number of Person or Entity Designated by Owner. ' 9. Expiration date of Notice of Commencement(the expiration date may not be before the completlon of construction and Mal payment to the contractor,but will be one year from the date of recording unless a didferent date Is specified): } WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE %a:5(? RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT i" '" • WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. as m cm l" Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. yy T Coa STATE OF FLORIDA COUNTY OF PASCO �...,�C"v-`-�_ ��ii GG/�7"4•"�.! Signature of Owner or Lessee,or Owners or Lessee's Authorized a� Officer/Director/Partner/Manager Signatory's llelOHice �+ The foregoing Instrument was acknowledged before me this day of&eA7a t 201- J,by I t*7(* COCA aas�A7 L/ (type of authority,e.g.,officer,trustee,attorney In fact)for (a�l(a rc table L DiZ!S S S-1,Zwhj dh'f15' FL (name of part on b@h If of who)p instrulnent was executed), Personalty Known i 3 OR Produced identificatio./W Notary Signature f Type of Identification Produced hl Name(Print) r 1 a a� ig E-­ wpdaLiftxrdnoticecommencement_ocO5304SEMILY SIKES Notary Pubtic•State of Florida Commission N GG 327631 My Comm.Expires Apr 24,2023 ded through National Notary Assn, City od Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: -y(it, RUM ; u Date Received: 2I 1 3 La1 Site: [ Permit Type: �s ! 6�No kX 4 kt C-L1 o y)c y t Svc w f, " Yet.�. Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: D This comment sh t shall be k t with the permit and/or plans. DEC 1 6 2019 Kalvin Swi er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Dec. 10. 2019 10;.17AM �AMSCOT FINANCIAL No. 7349 P. 2 As BUILT SURVFy(FriNAL) SEC.-04 , TWP. 26 S, RNG. 21 E. LOT 1, BLOCK 5 BEARING BASIS: SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT FLAT BEING N 36'42'2,e"E PASCO COUNTY, FLORIDA. THIS SURVEY 15 SUBJECT TD ANY FACTS THAT L1;GEND: MAY HE DISCLOSED BY A FULL AND ACCURATE E--00,00 - EXISTING GRADE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD, n UNDERGROUND FOOTER, STEM WALL, AND II UNDERGROUND UTILITIES ARE NOT LOCATED OR PREPARED FOR AND CERTIFIED TO: •- SHOWN. CALATLANTICTITLEINC. DO NOT SCALE THIS PRINT.DIMENSIONS AND CHICAGO TITLE INSURANCE COMPANY NOTES TAKE PREFERENCE U EAGLE HOME MORTGAGE,LLC 17 PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL ALICESCONIERS t AND/OR VERTICAL DIMENSIONAL DATA TO SHOW CONSTRUCTION IMPROVEMENTS l4� / ••=10' UTILITY EASEMENT • - LANDSCAPE EASEMENT / (61D7H VARIES) Oro vp `� 'y� '��• ,E-fOa.•"^' S LOT 2 /, S•. BLOCK 8 p ^. O� +�"rye �6'••.0 %S ' . Qz' e0O E-107,0' AS. JS 0 O BOUNDARY ., •` •7°°•ZJ. hay°/%.. - .�J �� � PLAT BOUNDARY / PCP(P)J E�to0.0' , rr E-toad' 9\V /•>. y TRIAMGL % I I � ;;1� L : *yIP BLOCK B ` E-108.O' L,{� � �JaJy e•/`, lie, (oy. 191. / Pop�/Jm ✓\' ary \ E-107.7 b -IN 6�/•� \ \� \TRACT E ,p+y L COMMON AREA y° ULANTMCgAPE\ ENi E-100.2' YEPHYRHILLS COLONY COMPANY tip/ (P.B.1.PAGE 55) PRM(P) rr � BOPLAT UNDARY\ F� 0ESCRIPTION: LOWEST FLOOR ELEVATIONS: LOT 1, BLOCK B. MAP OR PLAT ENTITLED "SILVERADO RANCH LIVING AREA: 109.14' SUBDIVISION PHASE SA", AS RECORDED IN PLAT E300K 078, PAGES 033 GARAGE AREA: 1013.65' THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ELEVATIONS REFERENCED TO = CURVE RADIUS ARC CHORD BEARING OELTa NORTH AMERICAN VERTICAL. P C444 25.00 1,5$ 1.52 1 s 34.575d W 1 03TO57 DATUM OF 1988. MEAN SEA (HO'c'UR46 0444 DATA SHOW ON RECORDED PLAT) LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: X' COMMUNITY PANEL 90. 12101C 0452 F EFFECTIVE DATE: 9 26 14 SgUum Feet! 7474.90 f LENNAR HOMES LEGEND: (C)=CALCULATED DATA,(0)- DEED DATA, (M)= MEASURED DATA, (P). PLAT DATA, 4.= CENTERLINE, A/C;AIR CONDITIONER, B/C-BACK OF CURB, C/S= CONCRETE SLAB, CH.- CHORD. CHB= CHORD BEARING, CLF-• CHAIN UNK FENCE, CONC- CONCRETE, COV.- COVERED, E/P= EDGE OF PAVEMENT,ESM'T= EASEMENT, F/C- FENCE CORNER, FCM= FOUND CONCRETE MONUMENT,FIP- FOUND IRON PIPE, FIR- FOUND IRON ROD, FN&D- FOUND NAIL&DISK,FPP=FOUND PINCHED PIPE,LFE-LOWEST FLOOR ELEVATION, MAS.- MASONRY, OR- OFFICIAL RECORD BOOK, P9- PLAT BOOK, PCP- PERMANENT CONTROL POINT,PRM=PERMANENT REFERENCE MONUMENT, R/W=RIGHT OF WAY, R. RADIUS, $IR=SET 1/2"IRON ROD&CAP No. 4493,SN&D= SET NAIL&DISK, TBM= TEMPORARY BENCHMARK, v/p-UTILITY P = p y JOHN R.BEACH 84AB$OCIA'T'LrS,INC. Drawn y' I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY p 'l SURVEYORS AND MAPPERS smg RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS 1 OF PRACTICE FOR SURVEYS AS SET FORTH 9Y THE FLORIDA BOARO 911 WEST ST.PETERSBURG DRIVE CJA9kod By. OF LA14Ob':Y ORS IN CHAPTER SJ-17.a9t YHROuOH du-tv.OoS, ONE OLDSMAR:FLORIDA 34677 FLO IOA1STRA VE CODE, PURSUANT TO SEC710H 472.027 WAY 0 (813)854-1278 FAX(813) 855-8370 1•a30• FL 1 NOT VALID WITHOUT ORIGINAL SIGNATURE Dale: G AND THE RAISED SEAL OF A FLORIDA NIA DATE LICENSED SURVEYOR AND MAPPER JOHN R. 6 CH Revlslons: FORM BRD TIE IN 5 21 19 JMM, REVISED PER STREET NAME 5 30 19 JBS, REVIS FLORIDA REC.LAND SURVEYOR No. 2984 LEI 4493 PER SCRVENER'S RRO 6/3/19 JBS, FOUNDATION TIE IN 6/3/19 JMM,FINAL 00/09/021 TM J FF M. HAR SY Q PROF L SURVEYOR & MAPPER No.7123 813-78MO20 , City of Zephyrhiils Permit Application Fax-813.780.0021 , : . :BullditigsDepartriieritr',:. i ,. .. _ . . Date Received { PhonesContaakr Permitting f-K3- .r 3, 'Ownse -Nitiie?; I 0� J. L ,•Owr er,�Phor :.Number- v., :t3weer's Atlilress' C,3! ` In° �rS3a _6�7777 '.owner+�hone,X.6- her-. f • .. :•.. •L=-��- F 6�.,�-��.:�-•.5�"�S!/ � .' -:Owner.Pliort®rNymtierN`,�-. .. j ll ` L JOB?D RESS .:la,: ,1 C vJf�`L° .3 .�7[/ VISION-,; ;� .. ` `PARCEL ID# V — c+Z 1—.�ll d—U Utz=tq�C) :. tt187lliNEt)'FROIVt%PRQPERTY-TAX'lIQTtCEj:.:: WORK PROROSEI) y 'NEiAI 0N5TR''"' Ab0/ALT"' SIGN :;DEMOLISH ;.: . e: . ;INSTALL' 8 REPAIR I PROPOSED=USE SFR COMM'" OTHER`',. i t�►+n. ` o o�---ryf TYPE"QF C_ONSTRIiCTiON 0 BI.dCI<' L�J.: FRAMEEEL r=CJ DESC.RIts'rIQ"OF'' ORK �• ram► O ..N BUILDING SIZE: :.54'FOOTAGE --HEIGHTS`. t .w + BtlILOING $�1./.. VALUATIONtO')-TOTAL'CONSTRUCTION ? QEL•ECTR(CAL'?_ . $' '-`AMP'S JERVICE• DUKE ENERGY. 1N:R.EC:- j �. i QMECHAN(CAI-. $ VAIt)ATION:OFMECH�41�iiCAE:?INS7ALt:A-ION. { . 71 =GAS ROOFING :Ej �SRECiALTY• O.THE12':` FINISI4b FLOOR`ELEVATIONS,'" ' `' FLObD ZONE AREA- YES NO BUILDER COMPANY Y' SIGNATURE "REGIstBiieb. YF N- 1-1EECUiiRah, V N :;AndreDUD vahh #;:SGC=L3 t) sJ'3 S j� ELECTRICIAN. COMPANY, . SIGNATURE "REGISTERED Addressay : ;LiGe11B:#}'I . PLUMBER :' COMPANY . SIGNATURE,,, REGISTERED. --Y:1=•N•"s . `FEE'eui "�°' ;,;xY`/'N 4•- Address I .License:# I MECHANiCALI: SIGNATURE ' REGISTERED Y%:N ';: i EB+cuRREh :,X/_N•' OTHER COMPANY .: SIGNATURE- REGISTERED ,Y� iV :` ;-'t FEBICURREK- Y/'N Address,;„ RESIDENTIAL Attadi.'= 1:l?lot Plan :2 se s'+f=Bt tldi I tah ':1.sset#c( R:. F' rfis.,t2«O?ilyf€'ei i`t=a?fienv tlsirtic6hin, Min(mum ten(fOj�Ilioritirig days after'sCb"mittal date:'Required onsif®,ConstrucUon Plans,Sformwater Plans,w/`SIIt:Fence installetl; Sanitary Facilities&1 dumpster;Site Work Permit_for.subdivisions/large projects COMMERCIAL Attach.(2)_comptete.sets-of Building:Plans:plus:a t:ifetSafe(y4Page-.(I)set of-Energy;Fomis:,tt-{i-W-P0fMIt for nerY conJtrucVcn:' - Minimum ten(1.Oj,yvriHdng da-ys affer'sutimtttal data:'::.Requirdd o`risita,Construction PCens StormwaterPlans'-w/Silt'Fence installed; Sanitpry.Facilities,&:1•dumpster;Site-Work-Pemiitfar.:all•.nevrprojects.All comrrtsrclal.requtcerrierits rioust meet.compliance:• SIGN PERMIT Attach{2):aets.;of,E6gtneerad;Plansc ••••PROPER7Y'SLfF VEY required•for all NEW construction, Directions: Fill out applicatfon.completely. Owner'&-Contractoi•islgn-back of appiliat(on::notartzed If over$2500,a Notice of Commencement Is required. (A1C upgrades:over.:$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same Ll OVER THE:COUNTER PERMtTTING- • (copy of=eantract•regpfred)•�. Remofs if shingles Sewers Service tlWiides`�' Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW i NOTICE`OF:DEED:RESTRICT Ni:O `The•undersigned i4pmersjands.that.this:permit may be.subject-to..,"deed"restrictions" h. ' z r� : which_riay be more restriotive:t ;an:Courttyrggulations The undersigned:assumes;responsibilityfior:;compliance:with any applicable deed rpstnetions tJN,LIC NSED C = TRACTOR$x s i s . E O1V,W ; 1ND CO,NTRAGTO.R E I?ONS;�BIk�TIES .,If KtheF;ow:ner.has�hired a`�contractor:or r.>S'•^7.1"a, f,'r• E"'...:..,....,... -•{•. s...tir!a„q:: R., ! ..<.!'`., 4. i. cost actors#o:underte a work ;tiiie)r:may lie`rego�reci°to be.iicensed'iri accordance.with state::and'!Jocal`.rogulsitioryst,,a if-sthe corjtract'i.:is.,not:-lieeose, sis:ragui�ed�tiy`law;ratioth:.ahe;owner.and::c ntractbr may i,e°;citod°for a.m'is,emeanor.violation iindei`slate=:law.. e"awner;or.intended:.contractor'aEe uncertairi�as.to what licensing:xisquirements;may.appy:fCrithe intendedwork;sttey,.are::advisei3to contacf'ttie'.Pasco:County^,Building, Irtispeetion=,Dlvisi�int;icensing`Section'a#72Z847- 8Ul)9 urtherrriore. if;the:"owner;has.hired,.;,a,contractor .or contractor`s, he:is advised,to=have:the>contractor(s).sign ;partions';of the"con..tractor 131oc C"'of this'application for`which-they:wlll'lie-responsible:--::If yyou,.as-the.owner sign as the ci>j7it�aotor;'ahat'rriaysbe"an:indication:.that`-°h°e'is'not'pr operly;lieensed'and':is,-n'ot,entitled'to=permitting.privileges in Pasco %County:. wTR�AN:SPORTATIONS=1MP�AGT/UiTlLITI.ES<iMP.,ACT°AN'D'. SOURCE RECOVERY FEES °'The:undersigned understands that;Transportatorjampaet'.1=ees:and Recourse'RecoveryEees mayappjy_to;.the;construction of.;:new t'uildings;-'ch'ange'-of use'iriyexistirig'lpuiliiings, or',exparision:af:existing#i+uiidngs,,'as''specified'iii Pasco County E?rdinance:number 89,07:and 90�07_as,amended:' Tlie`:unde signed also::understands;th tsu,ch$fees,--as;may:be.due;,Div I .be identified.at th'e:aime::of perniittli g It is furthe%ttnde ibidd tl'et xOnsportation-'lmpac# i=ees.'ancl'Resource:Recoverji i=ees must:be:paiil'prior to receiving;a.�:cer#ifica>eof�oceupan. y"or:final.powerrelease.,.;lf:the:projdct,daes no.�jnvoivea�certificate�of:;occrlpancy,,;or =finai:poitier<re�ease;'tpe fees.must be paid.°'prior`#o permit.issuance:. Furtljermtire;if.Pasco County;;Water/Sewer Impact ­ fees:-arq,0u0 :ey must be�pai¢;pr Qr`to>p r mit ssuance:;in:accor:.'ance-witFi:applicabie;Pasco Countyotdinaiices d:. Cf]►N%TRUCTIO.N,, ,EN,,L`AVit d h*gtek 713;`F1 tatute$;�e:amer) d) If:valuation of.w er more„rt• 3':. tkie'a;�ryiioant;:have I}een }`'rovii ed viritla=a co Y''';9f::the'"-Ji.,mdaYConstruction Lidri"Ldii�=Horraedwr4ft I?ratection Guide: prepared>t yal a Florida Department'of'Agriculture.antl:Consumer.Affairs.:..if.-the:applicant.i$:.solrieone' other.,than the"airvner",YI certtf�ir that I have obtained=a copy:of the at ove,,descrlbed documentran ,promi6e--A good'faith`�to delivetaf=toahe:"owner".pror#doiiimencement. frONTRACTOR':S10VYN R'$AFFI,gA f ir:.Gertify:ahaf:all;.#he,:irafarmatigr!"inY:this:app.lication_.is',acc.drate.,4nd:.th' _-;0ll':work X:. �,: ;- :F, d"v' a`me t-,';A .:.lira ion 4uiit,b+~„toner crort plieGrce, it^ ..atl appl dabl#.,aw-s,regulatiii'g-L str uctiarti: on ng an .Iarid._ .e eJ p n pR. t o hereby made`--to:,obtain a­pert it'to dog;work;-;arl aristalla,1on;,asAiedicatetl: Vicertify-that`:no.work.:or-'instaltatian :has • commenced prior':ta issuance' f a:permit and`ttiat.aH work.will be:performed::to meet::sta lards.of all:laws.-regulating construction;.County;and.CttY odw3ts;,':zonmg,.r@gulations; and,[pil-M development:regulations;in .the jurisdiotion:. 'I;also certify that°i:uhderstand:::that the regulations=of..other-.goVemment•agencies may:apply.to.the in't6nded'-work -and that•if is myresponsibili#y fo'iderifify'.wha =actions:l.must:-take to:be in compllance'::'Suct agencies:iitcl`ude but are.riaf:liiite,.otb::, - Department:-of=Environmental Protection-Cypress Bayheads,:Wetland Areas-and'-Environmentaliy.Sensitive Lands,-Water,Mast,w terTreatment: Southwest ''Florida, ;'Cypress Bayheads, Wetland'`"Areas;' Altering Watercourses. Army:Corps:of Engi ears-Seaw;.Its;s Docks;'.NaVigal [cMaterways. D"epartmenfi:of He,Ith;:&.Rehat ilitative services/Ehvirorimehl: Health Unit-Wells,., Sepfic Tanks:, :US:E'pv[rgnmental;ProtectiVn°Agency Asbestos,abaternent::.. . rplAjfattota,MAut[iaitX�Runways,; 1 understantl tattfie>followlrg:cesfrictions;appiy.'to the use,of :.. Use'offill#is not=allowed::iri:l=food:Zone°:V"unidSscexpresslynpermitted. `If'fii�e'`flil°-material>:is'to: be used=`in Fload Zerie=:QA";: it.is`irtiderstood' that:a,drainage. plane addressing. a °compensating.:volume":rwill�be submitted`.at time.ofpermitting:which:,is'.prepareo;by a:professional engineer '-.iicer.#sed:�jr theSta#e:.of Florida: . :. \ - If the fill.material is.to be used:in Floods Zone"A�i=jn,,connection with'a permitted.building using.stem:Walla`: constryctton,�.teortffyfhat fill:�vinbe=used ontyt6?tjlfyftlo,area;virithin;the:.stem:wall:. 1f'fill material is£ to be•used in any;°area, t certify,tFiat use~of°such"fit! will`'not :adversety affecf.adjacent properties If.tse,of�!ll�is?fpund to adversely,affect adjacentropertie #he.:owner.;maybe*rciteda:for.violating ` the coiidit oiis=of#he=build nb:°�pecmit,issued-under:-the:.a#tac. 'petmltaplilication;for lots iess:than one (I) ,., acre;:which;,are:@I$vatecl tiy::fll;an:engineered cCfainago glan..is`reouired. tf t ani the AGENTF4RTHEiQW�111R,1;ptomise iri goodtfa)tFi:to°inform;the'yawner of the:permitting,conditions setforthiri' this,affidavi# priar:Cb;commencir g;c nstruction: :1 understand that a separate permit may\be required for. electrical.wgrk; plumt fng; signs;;arelLs ,-pddls: air=eanditloning,: gas,:.pvother,installationsa'not specifically.includedrin:.the°application'. A- permit iss,u6d':shall 'tie canstrcie' to be a license to priaceed.with;the:wttirk:and iiot:as autFiority'to violate;.cancel, altero or=. . sef,aside-4ny provisions:.of_the`:technical;co:des;:nor,sh`all:is'seance'of.afpermit•prevent the,B.uilding.Official--from�theroaffer: r ufrti eq;• g a-:correction otetrors:,in".plans,:consfruc#ion or`violations`of..:any codes:;':Every permit issued.stiaii-becomeinvalid unless the work4authorized.'a-y: ueh-,permit�is.:commenced:within siz months.of�'permit',issuance,,:or..lf..;wor,.k.authorjzed:l y thearmitts.sueperfeedor.-.abadonedfot;a.periodof;;six(6),months after the time:the:woik;is:com'meneed An.eztension may lie requesfed;:inwritngrom',the:Building,Offciat:for_ ro; :not.ta exeeed..ninety(90}.days.:and will'demonstra#e:; justable;cause:for-the eytension:n;lf work:ceases:-for;ninety;(90).consecutive=days;:the.job is considered,; ilianponed.': WARN N .:T4SOWNER YO,U <FAI RE 0:RECORD;A;NQTiCE.;OF<.C.OMMENCEMENT;',MAY:'RESULT;IN XMUR:. „t 1 , � , PAYING=TiNjCE. ORIMPROYEary.�ENT`5' t?;YO.URn?ROPE., ( ;II� �OliNTINt?;'f~ 3QBTAtAf �NAI�;CMN.G'+CQIVSGLT' WiT 144 b�1tt;4ti NDER,C1i2'AN:�ATT R IEli'13E iC RE REEQRI)1N �tOUi2�HOT,10E:OF C: iNIfi7iEIJCEIUILNT OWNR.OR.AGENT: CONTRACTOR= Subsoribec�aritF`,swom tk(olt affl[fined);b:"fore,'iNe'tfiis', sc�kef#;�ni:swor�sto';S9r afBmied);tiefo�e me th(s= Who is/are personally+knownao:me.or tiaslhove prodiiaed'' Who ls*d personally kno e.or,ttiasltiaye•proluced: as'ide�ffca#ion. as,(deptiflration:. -Notary Public No#ary PUbllc,. Commission No. 'Commission'No: 'Name-of-War typed;'printed:orstamped Name,of Notary typed;pr1nfe.dd 0r'stamped_, CITY OF " NOTICE " / BUILDING ZEPMYRHILLS DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE-- ADDRESS DATE PERMI��I7�1 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. P1C;,1_,5- C)F- 001-4,t, C50,L x It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 78U-0�2� F R RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR CITY OF / / / / BUILDING ZEPHYRHILL3NOTICE DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS, ( DATE PERMIT,i6 6 a - ZO 221 THIS JOB HAS NOT BEEN COMPLETED, The following additions or corrections shall be made before the job will be accepted. iwj k 511 A2 01'an Wrm tEi� CCn ,v £ add 11 �-J,d,02 F , It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve 780-0020 FQR E-INSPECTION the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED General Notes FLAT WASHERS AND NUTS. HOME. �� O E A U ✓�� A.CONCRETE&FOUNDATION DESIGN: 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE % L •••'••••'•. t 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON.REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING v (, ^ '• �j' PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. w:<4 Cpl • MINIMUM,31/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY .. 1L ; ° A & Q 3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR. * O . APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL r J . �O .U IN LIEU OF WELDED WIRE MESH r;.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, VI'. A, -4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH ,. ••"• `t . 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT. v� �, .• 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR '• 6. ALL OVER POUR CONCRETE FELLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED BE 3000 PSI MIN.,2"MINTMUNL THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWINGS 2. 1, 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PRO E R SEAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURERS FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGINEER� OF RECORD: OPC(PORUAND CEMENT TYPE I,-ASTM C 150). E APPLIED IN CONDITIONS ACCEPTABLE TO AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BMANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE David Y A Y. Smith P.E. 3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608 AIR ENTRAINING+1-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR Thomas L. Hanson P.E WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 DESIGN DATA: CLEAN POTABLE WATER. 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH FLORIDA LICENSE:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR NOMINAL DESIGN WIND SPEED Vasd: 101 MPH Myron Max Neal P.E. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 2. RISK CATEGORY: 1 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9. ALL FASTENERS SHALL COMPLY WITH ASTM A 153. 3. WIND EXPOSURE: B FLORIDA LICENSE:86663 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 4. WIND LOADS: 2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN ROOF: N/A Joel Falardeau P.E. RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SCREEN WALLS: 23 PSF FLORIDA LICENSES 70667 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. SOLID ROOF(MWFRS): 20 PSF Erik Stuart P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE 77605: ASTM E 119 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 B.MASONRY: ASTM E 1300 7. LIVE LOAD. FBC Plans&Engineering 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. SeTVIC6S,IIIC. TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&I-B 6272 Abbott Station Dr.Unit 101 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 8. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC Zephyrhills,FL 33542 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C 150 SLAB W/FIBERMESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 UPLOADS FOR THE PROPOSED STRUCTURE. Ph# 1-(86 88-5314 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 Fax#1 866)824-7894 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 10. SOLIDOOF TYPE B 3"X12"Xo.030"RISER PAN PANEL ROOF,FLORIDA PRODUCT E-mail-erb@tbcplans.com HEIGHT. ASTM A615 APPROVAL,FL 22840.2-Ri. Website-www.tbcplans.com ASTM A185 C.O.A.-#29054 C.ALUMINUM: FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20&23). 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. DATE: 12/3/2019 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF F.ABBREVIATIONS: 0.024"SHALL APPLY. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS DRAWN BY: 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 2 x 2:___________________________________-__2"x 2"x 0.044" SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:--------------------------------------2"x 3"x 0.0$0" REVISION: DATE: STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.2 SIM-SIMILAR x-TYPICAL 2 4:-------------------------------------2"x 4"x 0.050" RO STRUCTURES-BUILDING LOAD AND RESISTANCE . 1 ALUMINUM FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 3.UON-UNLESS OTHERWISE NOTED 2 x 5:--------------------------------------2"x 5"x 0.050" 4.CONT-CONTINUOUS 3 x 3:--------------------------------------3"x 3"x 0.125" RO 2 PREPARED BY THE ALUMINUM ASSOCIATION, 5. VIP-VERIFY IN FIELD INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th RO 3 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS RO 4 ALUMINUM) G.RESPONSIBILITY: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2: --- - ----- - ------ 1"x 2"x 0.040" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" ALL W CODES ORK SHALL COMPLY WITH PREVAILING Job# 19_i 12 i289 SEPARATION. CODES,LOCAL ORDINANCES,ETC. FLORIDA BUILDING CODE, PROJECT ADDRESS: 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS NATIONAL ELECTRIC THAN#10 SMS 6"FROM THE ENDS AND 12"ON NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN USING#12 SPACING MAYBE 24"ON CENTER CENTER,IF DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:---------------------------------2"x 2"x 0.045" AND THE CITY OF ZEPHCODE YRHI SC0NIERS 6. VINYL AND CONDITIONS. 2 x 3 SMS:--------------------------------2"x 3"x 0.072" ORDINANCES LLS 6316 COBBLE BUSS ST REPRESENT THE ACCEPTABILITY OF THE SHALL BE I ACRYLIC PANELS SHALL BE RE IDENTIFIED WITH A DECAL ESSENTTIALLYIALLY S.THEY STATING 3.THESE DRAWINGS 2 x 4 SMS:-------------------------------2"x 4"x 0.045" ZEPHYRHILLS, FL 33541 "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:--------------------------------3"x 3"x 0.090" SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING (SMB)MANUFACTURER. EDEC J 6. 2019 CONTRACTOR: ATTACHED TO HOST WITH 1!4"0 X 1-314"EMBEDMENT&24" 2 x 4 SMB:--- ---------------- 2"x 4"x 0.044"x 0.100" REVIEW DAT O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" Duy TRUE ALUMINUM WOOD SCREW WHEN IN WOOD&#1OX 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARDCITY OF ZEPH T R ORTEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 7 SMB:---------------------- 2"x 6"x 0.050"x 0.120" PLAN EXAMINE Z x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" D.FASTENERS' H.MISCELLANEOUS 2 x 8 SMB:--------------------- 2"x 8"x 0.072"x 0.224" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 30018-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS S- 1 2 x 2:------------------------------------ 2"x 2"x 0.090" P .� LLL) ^ O �•�?fir® -$ •1' S-3 S-3 '18 PRO � 4 R SEAL 1x2 ( ( 1x2 ENGINEER OF RECORD: David W. Smith P.E. IO O FLORIDA LICENSE:53608 Thomas L. Hanson P.E x 3" PAN ROOF I E 4 FLORIDA LICENSE:38654 y I Myron Max Neal P.E. Im FLORIDA LICENSE:86663 4X4X.125 2x1O SM8 iui Uj 4X4X.125 3 Joel Falardeau P.E. O -,FLORIDA LICENSE:70667 Iw Erik Stuart P.E. ( ( x FLORIDA LICENSE:77605 e— S IN O E 3" PAN ROOF O :1 FBC Plans&Engineering y , Services,Inc. N E N ( cVP 6272 Abbott Station Dr.Unit 101 ________________ L S-3 JZephyrhills,FL 33542 2x4 __ _ Ph#(813)788-5314 1x2 _—_______ —_ —— __ ____ — 1x2 Fax#1-(866)824-7894 E-mail-erb@tbcplans.com Website-www.tbcplans.com 24'—0" C OA:#29054 DATE: 12/3/2019 DRAWN BY: REVISION: DATE: R01 RO2 RO3 N N RO4 O Job# 19_1121 289 I PROJECT ADDRESS: I 2x3(typ) 2x3(typ) SCONIERS 6316 COBBLE BUSS ST 1 x2 ZEPHYRHILLS. FL 33541 7'-4." OPOSED SLAB ANI FOOTER TYP. (typ) ONTRACTOR: S-3 TRUE ALUMINUM S-3 FLOOR PLAN S-2 UPRIGHT SECO 125NTH CK NOT MIN `�� A U /�, (4)#10 X 3/4"SMS 0 ....... • ,`, �+ REQUIRED FOR 2X3 �► - •' •• �" FASTENING SECONDARY ' 4 // ALUMINUM RISER PAN ANGLE TO COLUMN(TY MEMBER) Q •� . ^ .a a r EACH SIDE) PRIMARY 2"X 2" Q co <C #10 SMS W/1"0 NEO-WASHERS "' LL ; �� (4)#10 SMS @ Z W4" (B)-CONCRETE SCREW X 0.125"ANGLE to#10 X 3 4"SMS FASTENING J 8"O.C (USE SCREW LENGTH WASHERS PER 12"P/A3/NEL ANCHOR INTO SECONDARY ( ) / "� O' �` E EQUAL TO COMPOSITE PANfiL COLUMN TO PRIMARY ANGLE •� ANGLE(TYP EACH SIDE)(SEE p (TYP EACH SIDE) THICKNESS PLUS(1)INCH) TABLE) O • 0 1"X 2"BASE MEMBER O�. \� SEE DETAIL C2 FOR (TYP EACH SIDE) ��/ ` ALUMINUM RISER PANS Detail C Z OPTION#1 OPTION#2 ANCHOR SPA (4)#10 x 1 "SMS MIN P SEE TABL (1)- CONCRETE SCREW(SEE RECEIVING CHANNEL ( ) )( ) d TABLE)ANCHOR ANGLE AND @ 1/4INTO PRIMARY0 CONCRETE ENGIN CORD: INTO SCREW R ANGLE EA SIDE(typ) SCREW ANCHOR @ BOSSES (.0625"THICKNESS) 3"(MIN) David W. Smith P.E. 24"O.C.BETWEEN COLUMNS ---- I NOTES: (TYP EACH SIDE) FLORIDA LICENSE:53608 • l/4"&3/8"O 1.NUMBER OFANCHORS"B"IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E (2)'1/4-0 MACHINE OPTIONAL 1"X 2"FASTENED rz———— _!J==—== Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE:38654 BOLTS WITH 3/4" TO COLUMN WITH(2)#10 X 2" 2"XZ"OR 2"X3^ (2)#1Ox 3/4"SMS Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING WASHERS THROUGH SMS INTO SCREW BOSSES PURLIN OR GIRT (typ)EA.LEG) Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW Myron Max Neal P.E. POST AND EDGE BEAM AND FASTENED TO EDGE#10 X 1-1 2 SCREWS ANGLE TOTAL 6 SCREWS R.C. B Min.Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE:86663 BEAM WITH(1) / " (8) 3-1/4 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING EA. SMS WITHIN 6"OF COLUMN CONNECTION) 2X4-1/4 1 WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E. CONTINUOUS EDGE BEAM AND @ 12"O.C.MAX 2x5-1/4" 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTS LORIDA LICENSE:70667 6_ 4' ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED i BY ENGINEER NOTE: EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. Erik Stuart P.E. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE PURLIN OR GIRT TO BEAM OR POST DETAIL 2x9-3/8" 4' CONNECTIONS AS 2X4 SHOWN IN TABLE. FLORIDA LICENSE:77605 S ROOF PANEL TO EDGE BEAM CONNECTION DETAIL SCALE:NTS 2x10-3/8" 4. S.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF SCALE:NTS S-3 CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"0 X 3"LAG FBC S 3 SCREW FOR 3 LDT FOR BOTH PRIMARY&SECONDARY ANGLES. PIai1S&Eng><neer►n 8"/ 0g 6.2XZX.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services,Inc. MEMBER. 6272 Abbott Station Dr.Unit 101 G 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills,FL 33542 S_3 SCALE:NTS Ph#(813)788-5314 Fax#1-(866)824-7894 E-mail-erb@tbcplans.com Website-www.tbcplans.com C.O.A.-#29054 EXISTING HOST STRUCTURE DATE: 12/3/2019 BREAK FORM HEADER OR DRAWN BY: HINGE LOCATION- RECEIVING CHANNEL 2"x 2"MEMBER REVISION: DATE: (SEE SHEET S-2 FOR SIZE) I EXISTING MASONRY WALL GROUTED 2"x 2"EXTRUSION- 2"x 2"EXTRUSION #10 SMS AT EACH RISER RO 1 SOLID OR WOOD FOR PAN OR#10 SMS @ RO 2 O O @ CONNECTION 8"O.C.FOR COMPOSITE PANEL HINGE LOCATION DOOR RO 3 1"X2"X0.045"OPEN BACK ATTACHED TO EAVE RAIL O SOLID ROOF RO 4 MEMBER#10X1-1/2"SMS @ 12"O.C Job# 19_1121289 2"x2"x 1/8"x BEAM DEPTH" PROJECT ADDRESS: RECEIVING CHANNEL 1/4" SCOW/(O)WAL x F CO OD USE HINGE LOCATION 6316 COBBLE BUSS ST IERS ANCHOR INTO WALL(IF WOOD USE IDENTICAL SIZE LAG) &(4)#12 x 3/4"SMS EACH 1-1 4' #10 SMS @ 8"o.c. ZEPHYRHILLS, FL 33541 SIDE INTO BEAM 1"X2"OPEN BACK / FOR COMPOSITE PANEL 1/4 0X2-3/4 EMBEDMENT (MIN) NOTES: (2)#10 SCREWS PER 12" MASONRY SCREW 3"FROM END 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. WIDTH CONNECTING CONTRACTOR: &@24 O.C.(IF WOOD USE 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. PAN TO HEADER(BOTTOM IDENTICAL SIZE LAG) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 5/8"SMS. FASTEN A OR BACK OF PAN) TRUE ALUMINUM 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1"SMS @ 12"O.C.AND WITHIN 3"FROM (2)#10 X 2'SCREWS PER 12"WIDTH CONNECTING S2 END BEAM TO HOST STRUCTURE DETAIL END OF THE UPRIGHT. HEADER OR CHANNEL TO FASCIA. S-3 SCALE:NTs S Z ROOF PANEL TO FASCIA CONNECTION DETAILS F TYPICAL SCREEN DOOR CONNECTION DETAIL S-3 SCALE:NTs DETAILS S-.l`� SCALE:NTS S- 3 All WHERE ATTACHING TO •• • •• G", 3"X12"RISER PAN PANEL • •� /� USE(1)#10 X 3/4"SMS • • - i /1-1/4"NEOPRENE WASHER 3 48"X0.024" OO . "X "FORM EDGE&@ 3"O.C.PER - Q • tl.l Q • -.� 1LB FOAM DENSITY w'• • O Q fl PANEL COMPOSITE ROOF — LL" e U ^ k [V Q • L? #10 X 4"SMS 1-1/4" PANEL • -j • NEOPRENE WASHER o • 0 • GRAD 8"O.C.PER PANEL � '� sw ••�j� .• • (1)05 REBAR CONTINUOUS W/25` ------------- -- ----- �P��Q�s w w• \ spy 8" VMUAPATALLIOINTSON3" - - YKO I TYPE R MONOLITHIC SLAB fiS L MODERATE SLOPEFTG ENGINE OF' RD .. .. .. .. .. .. .. .. SLOPE:2":12"-3•:12" NOTESFORAL1•FOUNDATIONTYPES: David W. Smith P.E. (4)3/8" L THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL THRU BOLTS FLORIDA LICENSE:53608 BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE WASHERS/NUTS Thomas L. Hanson P.E SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING OF CONCRETE.. 2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS.AND FLORIDA LICENSE:38654 COMPACTED PRIOR TO POURING OFANY CONCREf sT— MAY NOTCH FOR CENTERR2"xlO"SMB BEAM(S E Myron Max Neal P.E. 3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. OR EDGE of POST SHEET S-2 FOR SIZE) TYPE N U UTHIGsuer FLORIDA LICENSE:86663 POSTOUPRIGH USEE Joel Falardeau P.E. UPRIGHT(SEE SHEET S-2 FOR SIZE) FLORIDA LICENSE:70667 Erik Stuart P.E. ji ROOF TO BEAM CONNECTION FLORIDA LICENSE:77605 RIDGE/EDGE BEAM TO POST CONNECTION SCALE:NTS FBC Plans&Engineering Services,Inc. 6272 Abbott Station Dr.Unit 101 Zephyrhills,FL 33542 Ph#(813)788-5314 Fax#1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.-#29054 (1)-1/2"0 LDT CONCRETE SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF ALUMINUM RISER P EMBEDMENT(MIN EDGE DISTANCE=3'� ANCHORS INTO CONCRETE FOOTING SHALL DATE: 12/3/2019 WHERE ATTACHING TO PER OUTER FLANGE BE 2-3/4"AT ALL POST LOCATIONS.ALL (4)#10 SMS W/3/4" 3"X12"RISER PAN PANEL SCREW LENGTHS AT POST CONNECTIONS DRAWN BY: WASHERS PER 12"PANEL USE#10 X 3/4"SMS 2"FROM SHALL BE OF SUFFICIENT LENGTH FOR EDGE&@ 3"O.C. REQUIRED EMBEDMENT INTO CONCRETE REVISION: DATE: /1-1/4"NEOPRENE WASHER " FOOTING WHEN A PAVER DECK IS PRESENT. PER PANEL 3"X48`COMPOSITE #10 SMS W/1"0 NEO-WASHERS 810 X 4"SMS ROOF PANEL RO 1 @8"O.C.(USE SCREW LENGTH Detail C2 1-1/4"NEOPRENE EQUAL TO COMPOSITE PANEL WASHER @8"O.C.PER (2) 0 MACHINE - RO 2 THICKNESS PLUS(1)INCH) FASTEN.060 REC.r PANEL BOLTS WITH WASHERS TOP VIEW EDG B OR(4)#14X3/4 SMS ALUM.SQUARE COLUMN RO 3 BACKSIDE OF 2"XH"EDGE BEAM - - -_- - SEE DETAIL C2 FOR W/(S)#30 SMS W/3/4" _ _ _ _ EA SIDE ALUMINUM RISER PANS STAGGERED - - - - --- ----- 2"x2"x 0"12S"ANGLE EXTERNAL RO 4 W/(H)#10 SMS W/3/4" - OR EQUIVALENT POST BASE INTO SIDE FLANGES (1)-1/2"0 LDT CONCRETE Job# 19_i 12 1- 289 OPTIONAL 2X_SMB/PATIO BEAM SCREW WITH 2-3J4" @ • 2X(H 1"X2"OPENBACKATTACHED SEE SHEET S-2 FOR EMBEDMENT(MIN EDGE OPT.#2: FOR INTERNAL FASTENING PROJECT ADDRESS: @ EDG ID w/(2) I SIZE) DISTANCE=3") (4)-3/8"0 CONCRETE BEAM #10.1X'SMS&TO EDGE BEAM w/ PER OUTER FLANGE SCREWWITH2-3/4" SC❑NIERS HlOX lyT'SM512"O.G II II EMBEDMENT(MIN EDGE APPLY EDGE BEAM W/REC.CHANNELS II II SCREW BOSS DISTANCE=3" 6316 COBBLE BUSS ST TO NOTCHED POST FASTEN.060 REC.CNAN.TO MIN SPACING 2-) ZEPHYRHILLS, FL 33541 UNDERSIDE OF 2X_EDGE BEAM II II •a d W/(4)#10 SMS W/3/4" II II d A p CONTINUOUS EDGE BEAM ST STAGGERED A •:e W/(2)#10 SMS W/3/4" II ( 2X_PATIO COLUMN/UPRIGHT V d INTO SIDE FLANGES SEE SHEET S2 FOR •A Q CONTRACTOR: NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. II SIZE) REC.CHANNEL.060 MIN,SAME WIDTH AS BEAM TYP� II II TRUE ALUMINUM II U FRONT VIEW ROOF PANEL TO EDGE BEAM CONNECTION ALT.DETAIL ROOF PANEL TO END BEAM CONNECTION ALT.DETAIL SCALE:NTS SCALE:NTS POST CONNECTION DETAIL SCALE:NTS DETAILS S-4