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HomeMy WebLinkAbout17-18417 „ v CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 18417 BUILDING PERMIT PERMIT INFORMATION LOCATION�INFORMATION Permit Number: 18417 � Address: 38844 5TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. I, Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: '�, Square Feet: Subdivision: ZEPHYRHILLS COLONY Est. Value: Parcel Number: 11-26-21-0010-17300-0010 Improv. Cost: 4,000.00 OWNER INFORMATION Date Issued: 4/28/2017 Name: CHAMBERS TIMOTHY Total Fees: 82.50 Address: 38844 5TH AVE Amount Paid: 82.50 ZEPHYRHILLS, FL. 33541 Date Paid: 4/28/2017 Phone: 813-997-449 Work Desc: CONSTRUCT DECK& SCRN ROOM 16 X 18 CONTRACTOR S APPLICATION FEES ' HOMEOWNER BUILDING FEE 82.50 ` -1� � ���� Ins” ections Re uired F TER 2ND RO GH PLUMB I C IN LATION CEILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY- PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 properly 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. I � CO RACT --SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER e � � • 'V��,� •F:%, ' _ `� ,.. i . •4 f I � '�f�' �Y..�Y_p..^�f'°,^ ' City of Zephyrhills BUILDING PLAN REVIEyV COIVIlVIENTg Contractor/Homeowner: T//�JaT/�� ��}/yI��,C�� Date Received: ,������ Site: ��•� J.�h �t� . Permit Type: ��-� � �� ��� Approved w/no comments;❑ Approved w/the below comments; � I�enied�,�,�the below comments: ❑ �� ���f ��� S��6��/s � � is comment sheet sha11 be kept with the pemut and/or plans, � ; � i � '� ,� �r ; � � �� P/ ► ��5���'— 1 xaminer Date Contractor and/or Homeowner (Required when comments are present) , i . ' 813-780-0020 City of Zephyrhills Permit Applica#ion Fax 813-T80-0021 Building Depa�tment ( Date Recetved � [ 1`T�� � � Phone:Cantact for�Permitttn I� � � — �t � � I /� / �/ L/l Owner's Name {.,;,_ — � Owner Phone Number l � l I l . Owner`s Address ' ! � � v �� Owner Phone Numbar �� M� Fee Slmple TlNeholder Name �(� t,..�lT.�l/vi��'�J� Owner Phone Number �— � � . . Fee Simple Titleholder IAddress � 7J� -! �� � l/�� — l ���J �+� ��� / JOBADDRESS � � L( ��� �� Z` / I�GS �L'T I.OT# �_� SUBDIVISION �� � P.ARCEL ID# ��—�� -'�j— �lp— /73�'QO/�? (09TAINEO FROM PROPERTY TA%NOTICE) WORK PRBP�SED _NEW CONSTR ADD/ALT Q SIGN` '[� [� DEMOCISH '.:.e: INS7ALL 8 ,, REPAIR PROPOSED.USE Q SFFt C} YCCIMM Q {?TH5i2 TYPE OF CONSTRUC'f70N Q BLOCK ' �` FRAME � STEEL Q DESCRIPTION OF WQRK ' ���� '� ,..„7�� 11�� ( ..r� j �. I� r BtliLD1NG'SiZE' � �'SQPOOTAGE��1. HEIGHT ��� �B��L����' $ L� fj�� � VALUATION:OF'i'OTAL CONSTRIJC'TION - LJ L QECECTRICAI. ($ —�� AMP SERVICE Q PFtQGFtESS ENEf2GY [� W.R.E:C. � �PLUMBING � � Q MECFlANICAI. ��, VACLfATtON OF`iV1ECNANICAI.INSTALLATION' � �,E�L��� lJ l � QGAS Q RQOFtNCa Q SPEGIAL'fY � OTHER FINISHED FLOOR ELEVATIONS �_ � FLOOD ZONE AREA QYES NQ � � , , ) � BUIIQER � � ,,�/ �OM�AtdY•' t�/�� l�v L- SIGNAI'URE REGISTERED Y/ N FEE CURRE� Y/N '� ,, , , . ' Addre�s ' � � � . Cicense#�"� � El.ECTR{CiAt+1; COMPANY' - "•:. '�: ;;`� . ' , . . $IGNA7URE � REGISTERED Y/ N F�e GUFtRE���� �•��-Y/N Addres� � ~ . , - , �, �.- . License.#_,�."'��. � PL!lMBER ` COMRANY 1 .._ �.- . -- . ' SIGNATURE REGI3TERED Y/,N� ;F.,EE CURRE� Y�/N. ' , � €...'� . _ Address � � License,# �� . � - MECHA1+ItGA1:` -, � COMPANY , � , -. SIGNATURE ` � ' � Recist�Ren Y./ N � . ��E Cuwt�n.•. -. .Y./:N _ Addre'ss`� � ,, ° �� ` - =" � � License# � . .�: . , � ., OTH�Et � � �;�GOME�ANY - SIGNATURE = � ` � REGISTERED Y/ N,. ��FEE CURRE� � Y/N Address� ' - . � . � • � Cicen'se# � ` � RESlDENTIAL°>- :At#acti"{2}�Pto.fPlans;�{2)se#s:o�:BuildingPlan's;(1)sefofEnergy�Faims;'R=t}`=W�Perirtltfor';reewcanstructton, � , �:,:>Minimum,ten;,(�1,0):warking;daj,rs_:atte_r,:"submifkal date.�.Requlred onslte,:Constructlon=Plans;Stortnwate�'Plans w/SIIt Fence fnstalleii, �� �? �Sanitary Faclltties�&w:1;;dumpste_r;�Site�Work�Rermit.for.su6diVlstonsnarge.proJebts,-,,.�>:.� � ' � �% � -� � -. �> _�_�, COMMEFtC1Al. At#ach(3)�complete sets bf Bultding Pians plus a-Cife'Sefe#y Page;{'1)set af Energy Forms.R t}-W Permit for new construc�on. Minimum ten(10)working days afker submittal date. Required onsike,ConstrucUon Plans,Stortnwater Plans w/Silt Fenca installed, Sanitary Facilides&1 dumpster.Site Work Rennit for al!ne+rv proJeots..All commerciat requirements.must meef compllance . SIGN PER�411lt Attaciti(2)sets af Engirieerecl�Ptans:t = ,°°,: ., ` '••"PROPERT'SURVEY required fa�all NEW consttucUon.. _. • Directlons: • �� � . � � ' FIQ aut applica8on completely. Owner&Contraotar stgn back of appifca8on,notarized if aver�2500,a Flotics of Commencement is requlrsd. (AlC upgcades over$7500j a. ;,,. "' Agent{for the contrdctor)'ar'Powrer of Attoriiey"(for ttie oJuner)�would be someone with natarized letter from owner autho�izing same OVER'1HE COUNTER RERMiTffNG :�(Front cf•Applicat�on Only) - - " Reroofs.if shtngles Sewers Service Upgrades A/C Fenoes(Plof/Survey/Footage) _ . ,. . ` ..4�_:e mJ.ih..._s?YX>:i-:1 ...... .l.:s r . v s.._.'tS� .. Driveways-Not over Counter if on pub�ic roadweys.needs�ROW„�„�.,,,-F.-^� ---�• :'� _„��;`. . ;�;;;;;;;,�=i.�.�;"w�1 �' ��or�.�v s4rw r,T , i : . ' .. r�,`:' e. � as�+�,yAc,+sx • -•��:i.:it�.l�<::-' e:i�':` �' ���.i.f�:�� .%�:1t�i�.iiiGi.i�:.`�7.J.�.,' • 7 q t 1_i`;'�i.:�:'4 : .. . A . • : 3. :t. i " �,.t�- ' ;� •r p.��..rti a917"r..:r .. 5 }.`f�::i.i i i ,ntiii:'.�r� s, 1'-•• , , i S�:" !1.:.,�i� f.,v . .a.,,X.a:,o':' ; �,��==�'-"' � �l';Pp,'•;.dG:�,rp1i. �' ..i'-- ' � e,'�'ii�.,:i°,'.. -':�, 'G";",ii,.1��'_,c, . �... '��. I � ., ..�,.. .. . �. .,.. "'Y: U�'. � ?} �-nw.x.c,-..w,.�,,,,�,..:j.,:xe.w,�.«, .n..._rr...e., e,o,.. ..,.�+;-� , � t,��� :iyY r:,,t ��,:�` ... ::.- _". ' � ' , i`.,�.,..,,, .. .....xn..esr-`w r.o<v. • . __ — NOTICE OF DEED RESTRICTIONS: The undecsigned:_undergtands:.th�t:this.�p{�rmit may:beysubject:to"deed"�;restrictlons"_�_.� �'',`�., which may-be::more�.r.est�ictfve�th��CounEy�cegulatCons:�The�:undersigned assumes'responsitiility'�for"c'ompllance witfi�any�`�' �� ��" �� appNcable deed_rest�ictions. � = � � , _ � -� UNLICENSED� CONTRACI'ORS:AND'CONTRACTOR�,RESPONSIBILITIES: �-=1f=the�owner has�hired°`a"contractor or contractor ts not I censed askrehulred ti law�bofttithe.ownee a d"�vaordance.wlth state.and�local;regulation.s.:=1f the��' � °�°- .,Y Y _ -- . ` " q y � ctor�may be�c(ted=for��a�misdemeanor violatton under state law. If the owner or Intended�;contractor�are,;uncertaln as to what Ilcensing.requirements�may�.apply'•;for:tiie=�° - � �- intended work,tHey a�e advised to contact the.Pasco�County Builiiing'Inspectlon,Divlslon--Llcenstng�Section at 727-847- 8009. Furthe�more, If the owner Fias�Filred a conuacfo� o� contractors, he Is advised to have the contractor(s)�sign._ . ,,; _ portions of the."contractor Block" of.thls_application.�for;which.ihey.wilL.be.responsible:-:�.lf-you,-as-#he oviinern'sign"'a§`the�� � ,' _. .. _.. _�..�. __.... contractor; that tnay'be an indication that�`he-ls�noY:properly'Ncen"sed'and'�is'nof'entiNed to perinitting privileges In Pasco , ... County. - . :_,a,::=:;,: ,...., . _ _ � _�.... .. .._. TRANSPORTATION�IMPACTIUTILITiES=rMPAC�ANb RESOURCE RECOVERY FEES:'The undersigned�understands that Transportatlon Impact Fees and.Recourse Recove.ry.Fees may:_apply�to�the;constructton,:of new_buildings,�change�of'�" '"�=� �'� use in existing buildings,�or�expansian•�of�ezisti�i�'.6uildings�as spectfled.In Pascv County Ordinance number 89-07 and. 90-07, as amended,,:.,The undetsigned also:understands; th�t"such fe,e�;�,as��may:�e�.due;;wiil;;tie identifled at the'time°�of�_ =�°�'� �" permitting. It is ftirtFier understood that Transportatlon Impact Fees and�Resource:.Recovery�Fees'.must be pald prior to receivfng-a °certi�cate.of occupancy" or flnal,powec:release: :If�the.proJ�ct�.:does.not involve�a.certificafe of occupancy.�o��T=�'����'-�_"` flnal pouver-release;:�the.fees-mu�t"tie paid�,p�lo�to apermit Issuance. Fu�thermore�if:Pasco,County�UVater/Sewer.s;impact � -�• �� fees are due,they�must.be�pald:priorto,permit;issuance'in.accordancewith�applicable-.Pasco�-.County��ordinances. • CONSTRUCTION LIEN-LAIN(Chapte�713� Florlda Statutes,�as amended): if valuatlon of work is�2,500.00:or more,.I � � certify that .I, the. applicant;�-hav.e-been proylded with=a�copy of�the "Florida� Constn�ction�_Lien ;L�v�Homeowner's Protection Guide" prepared by'fFie'Flo�ida Repartment�of Agric.ulture and ConsumerAffairs. If the app8cant is someone � � t v other than the°ow�e�", I certi�r.th�t,:l have..obtained�a'=copy,of.the:abQrca�.described�docui�ent-and,.ptomise�.in,good:faith-to .. -..a deliver ft to-.the.'ownec":,pr�or�to�commencementc�' " " � " � � �" - . _- CONTRACTOR'S/OWNER'S AFFIDAVIT: I certity,;th,at�all the,informaticm.ln�thl�applicatlon is accurate.and that all work will'be done in compliance with all.appitcable�laws regulating construction� zontng and��land°development. Appitcatlon is hereby made to obtain..a permit;,to>do woric:,and :instsllatlon as indt�afed:� :I: certify that no wo�k-=or (nstallatlon lias' � commenced �p�io� to Issuance of'a permlt'and that':all work will be performed to meet standards-of all laws regulating- construction, County and City codes, zoning regulatiQns, and land development tegulattons�tn the .jurisdlction.: I�.ai'so _. certffy that I unde�stand that the regulat(ons of other govemment agencies may�apply�to.the intended work, and that it is my responsibility,to identfiy•what.actions I must take:to be,In�cqrrlpllar�ce:.,Su�h:agenciesinclude but�are.not Ilm(ted to: � - DepaRment of E�vlronmental�Protec$on=Cypress.�Bayhead�;�Wetlend Areas and Envlronmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management">:�istrtct:lNells; '-Cypress.�Bay.heads;� Wetland Areas, Altering Watercourses. � . �. • - Army Corps of Englneers=Seawalls��Docks, Navlgatile Waterways. - Department.of.,Health;,&.,ReMabllltative,Ser,vtcesLEnvitonmenfal�.Health-Unit-Well.s, Wastevirater}Treatment, � Septic'Tanks:._:':..;: ' ° , � � � , _ ., . - US Envlronmental ProtecNon Agency-Asbestos abatement. : . _` - - Federal Avlatlon.AuthorNy-Rurnvays� � � , -I understand that the following;restrlctlons apply to.the use of flll:• - Use of�flll Is not allowed 1n.;Flood:Zone"V"unless expressly pe�nitted., - If the flll materfal�Is fo�b.e used�iln :Flood Zone. °A", It. Is u'nderstood that a drainage plan addresstng a 4compensating volume"will b� submltted at time of�.permftting whlch Is prepared by a professional engineer Ilcensed by�he State of;Flo�lda: � � , -. � . . . - If th� flll materlal��ls to be-used In Flood Zone 'A" (rr connec$ion�virlth�a��ermitted building using stem wall � conatruction, I certify that.flll:�rall:b.e�used only.to.fill the area wlthln�the=stem=wall: ,_ , ' - If fill materlal ls to be used In any area; I"�certlfy lhat .use of;such^flll wlll.not adversely affect ad)acent propertles. If use of flll Is found�to adversely:�ffect adJaEenE'propertles,.the owner may be'clted for vlolating the condl#ions:of the bullding:.perrrilt Issued�-under tlie�attachedypermlt applicatlon,-for:lots-.less:,than�one (1) acre which"are ele`vated�by flll,�R englneered dralnage plan Is requlred. , •� If I am the AGENT FOR.THE OWNER, I;promise In.good falth to Inform the owner of the�permltting condftlons set forth In thls affidavtt�prio�to commer�cing constructlon. I undersfand thet�a�separate permlt may be requtred for elecMcal work, . � . ,--�.... .- plumbing,�signs, wells,.pools;. alr conditloning,.gas� or_othe� Install�tlons not•spec�flcal�y lncluded�tn.the application. .A permit lssued shall be conshued to be a'Itaense�-to',proceed wlth'tNe�wo�k and not�as:authoNty:to:vlolate;:cancel, alter, or set aslde any provlslons of the tecFinlaal cades; nor shall Issuance�of a.permlt.prevent the Bulldirig O#flclal from thereafter requlrin.g a conectlon af�errors In.,plans; constructlon or vlolatlons of�any codes. Every�permlt�lssued"sfiall becorrie�invalid unless the work authorized.by such permlt:is.commenced�wlthln sGc.m.onths of permlt Issuance� or If work authorized by the permlt Is suspended�or,.abaadoned�for:a;perlod;of slx�.�)�montFis.after the tlme the�work ts commenced. An extenslon —m��--be-�eques#ed;tn-vurltl�ig;:f�om:tHe-�Bullding_Offlclal-f4r-a_�erlod_:nottn-exceed_nitiety-�(90)��days a�d_w1lLdemonstrate�----, justl�able cause for�the extenslon�. If work ceas�es,for nlnety(90)_cons.�cutlye d�y.s...4h��ob is.�onsldered'aba�doned. INARNING TO OWNER: YOUR-FAILURE;.TO.,.R�EC.ORD,A:.MOTIGE-OF�COMMEMCEMENT�:MAY•RESULT IN YOUR� PAYING TIMICE:FOR�IMPROVEMEN�'S�Tfl,XOUR,:PROPER'tY. IF�YO.U�IN�END'�TO�'�OBTAIN��FINApEfNG;'C.ONSULT WIT O: A �►iT0 N ,O.E�.�ECOR� G� OU ' : , ;� .,6 ` �„� � . FLORIDA JURA�{F:S:�.03} � � - � •; ,..,_ . . , , _ . .. , OWNER OR AOENT CONTRACTO � ` � Subscrlbed and swom (or affl ed)�fore e thls Subscrlbed and' m M of a rtn,d�before m tfit ' by -G 1�,t ����-.M.11�-`K� .by.�-/,� -�c.���-�� �� � Who Islare personally knovm to.me or haslhaae produced Who.ls/are p.eraonallyknown:to me-oc ha ave produced. • . � � as IdenUflcatlon. � as IdentlftcaUon. • d� ���� /�/�4���'X�- Notary Publlc . ��CJuL Notary Publlc Commisslan No: C�� ��5.31� Com Isslon�No._����.�3�G , ���/� .E�..Ai�� �,t/�,�1L � �,C�}�iv� �v��i�L_ Name of Notery typed,pdnted or atamped Na �.� . DEBRAELAINERUFFELL :���.�;:Commission , "`��''•- #GG 045343 ,.�4ti�"••:�,. DEBRA E�qINE RUFFELL :;�,�:o:Expires November 7,2020 :.; ,,:Commission#GG 045343 %�;q;;;R"r BondedThruTroy Fa(n Imurance 8oa365�7019 s;,�P?Expires November 7,2020 �'�°;:t.,• Boedad Thru Troy Fain Insuranee 8pp.9g5,7019 � � - �1111111111111111111111111111111111111111111111i1111111111111 2017061095 �Rcpt:1857368 Rec: 10.00 ----� � Q5: 0.00 IT: 0.00 04/24/2017 K. p. K. , Dp�.y Clerk ----� N�TICE C1F COIVIMENCEMEN� Pa��-p 5 � �Ei�'� Dh pR`�CO GLERKo f C1MPTROLLER� 04 O 4 BK l�J��m PG 155? Permit Na. -- -- Property Identificetion No. ,j/- c�lo —'c��— QG7/C�-�7..3 L� -- C3 C�/c'� 1T�+UNbERSIGNED hereby give informs you tha#ihe improvement will ba made ta certain reat Pmperty>eud'm accordance with Section 713.13 of the Florida 3datrrtes,thc foltowing in�'omaetlan is pro»ded in this N�TICE dF COMMElwTCEMEN3'. l.Descripkion ofprogeriy(Jega[derarlptlon) a)StreetAddne,ss:_ �,� LJ G! �VF 2 L L ,,� '���c� ' 2.t3enetai descript�on ofimprovemetUs: ,b F=c_K -t- .sc•_�T�ll �.�/t'1 3.Owner lnfoanatipn / a)Name and addc�ss: ���t�� . ,�� ��T�'/�9 f�t—�i� ' ; • b)Name abd addres9 of fee simple titloholder('if odtet Q�aa owner)_.� �Z.��4�e��1 iC"_�,�.({`(��.� �FL�-.3���`�— cj 7ntarest in prvperty 4.eontcacxoiInfomiarinu � a)Name aidd addnss•. U���jf�R b)TolppLoae No.: Fasc No.(Opk} S,�rety Iaformation a)Xdeme end eddressz b)AmotqRt ofBaitd: c)Teleghane N�!.t • ' Fax No,{Opt.) 6.I.ender a}2+Tame and eddress• Phaae No. 7.Tdentity of persoa witfiin the State of Florida dealgnafed by owner upon wLom notices oF.other documents may ba served: a)Nanne snd addxess: b)Tele�hone Na.: Fa7c No.(Op�) 8.In additian to himsei�ownc7 desigaaies#Ti�fultawing j�crsan to receiye a copy bf`ffie�,ienor's Nofice ss pmvided in Sechon. ?13.13(lj(b�,Florida Smtams: . a)Nama end addtx.ss: b}TaIephoncNo.: � .. , .FwcNa.(Opt.} 9.F..xpixeHon datc of Notice of�ommencemCAt(the eatgirsdion date is one yeur frva�the date of zecording ute7ess a dif�'eie�tt dat�is speCified}: R'AI2NING'I'O OW:�TE1t: A�tY�PAYIVIEIWPS IV7ADE BY T'H?&OWN�Ii ABTEAt TSE�IP'IRA�ON OF fiHE hiOTtCE 4F COMMENCEMENT AtXiE CQIVSID�REI►�MPROPER PAYDlENTS TTNDER C�'LAPIER?13,PART I,b'ECTIOlY?13.13, FI;ORYDA STA'CUx'ES;�ND CAN RESUI.T TN XOUR PAICtiVG TRnCE 1+OR IMPROVf�MEN'I'S TO YOTJl2 PROP�RTX. A 7YOTiCE QF C011fihSENCEMENT 2UYUST B�RLCt'}RIfED AND POST'ED QN T�iE JOB S3fiL�BEROItE TSE I�iRST INSPE�QN,TF YOU IN1`END Z'O OBTAIIYY FINAI�CING,COIYSULT YOiJIz LEND3QYt QR.EDNT AITORNEY BERORE COMMENCIIV+G WORK QI�RFCORDING XOiJIt Ai(DTI�E OF COMMENCEML+N1: STAx'E pF FLQRmA � . CUTIM'X OF PASCO � Stgoehme of Ownv a's Aut6a�u1 OSar/DlrcctatlP c �l .� ` � Y�ntName .�-- The faxe,goin,g iastnmxec�t Was�c�o,��iged beftm me this o?� day of/7 t'�1�. 2p 7 bY !��L�Th`y' �- Gf���/I'l��:�wS..�'•' � (type of authcrity,e.g.of6cer,truste�ettozaey in fact}for (neme ofpecty on behalf of wh�e�was axecuted).� ,/` - -_- - – �•—- -r� _. �P�;e�i�L,-�Z1�' � -_ ._ _._ . - - --- --Personally Knotm=Olt Praduad Ideati�cedon Notary 3�gnafiae Typa of IdenGfication 1'roduced Name(prmt) �/�/ � ��l f� /�.U�i��� Verification pursuent ta Section 92.525,Florida Stahrtes.Under peneiHes ofperjuty, dectare that I hava re the fine g end tLat the facts stated in it aze tmt to tk�e besc of my kaowledga end beHe� t �/2�h L s;gmnu�otrr rc�a s;�ng.wov� �QRttSfitOGJ�d2dG7 •�1�°�"''�• DEBRA ElAINE RUFFELL . �,'� �,_Cammissian#GG Oa5343 i o z Ex ires November 7,2020 �%'�`�,°+r,�,R"••'` B o n d e d T l�r u 7 ro y f a i n I n s u r anca 840�3&5-7019 - DISCLOSIIRE ST�TII�T FOR OWNER CITY OF ZSPHYRIiIT,LS HIIII,DING TaEPRRTI�T I, �/�/L Ci/{�l�'! ��;IC� have read and fully ua,ders�and and agre� to the provisiaae of this instrumeat. The uaders3gaed states aad affirms that he ar she is desirau� of conatructing, reaavatiag, addiag ta ar rercofiag his ar her owa domicile, that he or she actualZy ocaupies, or will occupy by said domicile, and same is not for reat, lea.se or sale. That he ar she shall comply with th� Eollowiag eoad3tioas: ' Z. That the owaer aad he os she aloae sh�ll act as the buiZder for all phases of I coastructioa. � 2. That the awaer wi11 comply with �11 proviaioas of the City of Z�ghyrhills osdi.aaaces aad codes pertiaieat to the buildiag. 3. That iia th� event vaxious phases a� coa�tructiaa are subcontsacted, he will engage oaly prap�rly liceased subccatrac�ors aad wi1l persoaally eupervise suoh wark. 4. That ia the event the 8uildiag Iaspec�or sha11 require correat3ons to be made, th� owaer will a�saume fuZl respoasibi2ity ta iasure they are ma�e, mnd upan completion wzll ca11 far a reiaspectiaa before proceediag w3.th the buildiug. 5. That the os�aer shall aesume fu21 r�spaasibility for the coaetructioa aad v�i11 not expeat superviaion of his work from th� City of Zephyrhills Buildiag Departmeat. 6. That pr3or ta fixsal iaspeet3.oa aay addi�iana3 fees, iacludiag xeiaspectioa fee�, mu�t be pa3d a.n fu11. A wri.tten request from this o�fice sha7.1 coastitute aa of�ici�l aotiae to pay additional fees. 7. That th� orwner shall comply wi�h all City, State aad Feder�l 1a.ws isz regard to sacial security, workman's aampensatian, Iien laws, etc. , where applicable. 8. That the awner shall comply with all th� saf�ety codes issued by the Florida Iadustria2 Commissian. 9. State 1aw requires const�uctioa to be doae by 1i.ceased coatractars. You have applied for a permit uader aa exemption to that law. �h� �emptiaxz allavas yo�a, as the araaer of your prope�ty, to ac� as your own coatractar with certaisa restriction� evea though you do aot hmve a Iicense. You must prov3de direct onsite sup�rvisioa of the aoastructioa yourself. You may build or improv� a oae-family or twa-�amily residenc� or a farm outbuildiag. You may aZso build or 3mpxov� a �ammexcial buildiag, grovid�d yaur ecsts da nat exaeed $75,000. The building or residence mus� b� far your owa use or occupaucy. It may aot be bui2t or avbstaatially improved £or sale or l�ase. =f you sell or lease a building you h�ve built or sube��atiaZly improved your�elf within 1 yeas ��ter the constxuctio� io COIAQ�.�t�� the las,r will presume th�t you bui2t or substaatially imgroved 3f for sale or 2ease, which 3.s a violat3oa of this e3cemgtiox;. You may rtot hire aa unlicea�ed pesson ta act as your aoatractor or �o supervise peop2e working oa Srour buildiag. It is your responsibility to make �sure that peaple employed by you have liaeaaea r+�guireci by s�ate law aad � by couaty oz muaicipal liceattiag ardiaances. You may aat d�legat� the respoasibility far supervisixag work ta � Iicenseti caatraotor who fs aot i.icensed to pexform �h� work beiag done. Any persoa warki:ag oa your buildiag who is aat liceased mu8t work uader youx direct eupervisioa aad must-b� --_-�--_�loy�d b��ou� wb,��,h�t►eaas th�.t..3r.cai--must-deduc�--g�I-:-��--�ad-witlrha�-diag�tax�_�--___- --- aad provide workers' aampensation €or that employee; aiZ as prescrib�d by Ia`v. Yovr ccastruation must comply with all applicabSe Iaws, ardiaaaces, buildiag codes, an,d zoning regulations. a_--' ��2� � �� �f� o��s siGru�v� � n�� Anr,�ss �xor� � t�7ITNI3SS PSRMIT # � __._..__..._..u.u�.�..:.._.'_. ---._......_..__. � _<<��#����� �____. .�...._1_- - ' _ ��i'� I�._ ._._.._.._.___._..._......._._._._._4..._._...__.__.._..�_._.o__...�.�.___._. _.,..�_iJ.�.i...r..:._...�_.___--— ,,-- ? �I � . M� � � � o � � �0 2 r' L�T � � � � - B OCK 173 � .� � . � � � � a� �. ' � a �.� F.I.P. 1" � p � pIS �3555 �'� , I r NO ID�} � a 30.fl' �P) 30.0 (Y) 21.0' ' @„ `��'^ . N 89' 4'26"W. 8a.2�' ( � � ` . r �^�^�~ ~ � �Centorline�10' Dirt%Rook Ro�d � ' • 20' AU.E1f (P) , � � SU�?YEY4R'S NOTES: ' t.fita ta a 8o+a�dary Sunoy, made an !ho pround uader tlta eupmviaion oi a fbri.ln RagleMraf Sumyor �Q�p ZONE CE/2T1fT�YE This is to certify that the pruperty shown hareo� Palls cnd Nappen F1eW wrvny wae oompleted an �n/18__y___/05_ with Flood 7,ona X ns pof the Raod Inauranoe Rate Map, 2 BaaAngo aro bqaed ona.�f1@�&1Ltf151�y�� ��n{Lol' S1H AVENUE as: Community Panol Mumber j902u5�(]QQ,S,S'�,_,,,,�.drrtad����7/A1 . � N,_89'S9'3Q"E.. nss�am�d , • , 3. No undarground u�iEtas,widaflround ancroachmmts ar 6ufldirg tounda8ono xero meaaared or located L�El�O /�A�O ABQR�7101VS: ae a part nf d�fe eurvey,_unleoa oFhawlea elmwn. Troaa �d ahtuba not(aootnd, �toua pthewxlaa ehown. ��,p,.pp�kD IRON PIPE" F.C,M.�FOUNO CONCREIE MONUS1fNl' R/WoRtOlfi'—OF—WAY 4.Thfe ounoy atle oonCuotod for tho putpea4 af q 8otridary 9urvey onty, qnd 4 nnt Nta�ded W , f,t.RAFDUND IRON ROD F.FF_�IINISNm FlAOR 0.EVAt10N P9.aPUR BonK do(Inaate the radulamry NrbdlaHon ol u�ry faderol �tota, ruqtonal or local a9anoy. boarrl. commixilon or S.I.R.�sET IRON R00 P,O.B.4f'OtNi'OF BEnINNINO pp.-YrWE �tatq regtomt nt looal agniwy, 6oaM, aommtsaion ar olhor almtllar ontlty tlrD.mfOUND P.o.o.APaIN7 oF C6MM¢NCF]AL•T11' W/F�.WooO FRiCE 5.TTdn ourvoy Wa� oonduotad Wllhau!tho bonoftt M an almtlaot of UUo.Fhorofo�h, lhnro may ho athor ' SPX.dSET WUl h DISK �T.I.b(7RATE TOP BJI�7 C/l,—CW�W UNK tiqhL9—af—Bay oetbaofc Urae,ayr�wmc+�, re�tNattona, fa9h�cliurl, or altwr aimAtar mattero ot A�O.NR CONDI710NFT� 4R�UR�C'rWL R6COR0 BOOK £SM'7.6/SSMGM wa�o mooM.�na!dapintod at 1hle ourvaY. —P—�ov�ew powat n,e.•a� aontc , (o)�caruU�n —T aOVat}1E\p 1�7FPNONE S/WeSIDEYlAIH D�OF�O t ��I���RD a. Flood aone detorminqUan Aaaod an a ooaled Intot etatlon ot the Flood Inaurqnon Rate Ma a ao nhown �) Ralt3on, pttar to ranafriicyan, EWtidl � � �.��N� 0/Y( a DRWF.WAY C.B.eCNOfZO AFARINC 3 ng Depattment eFxwld sa mntaotud fcr veMflmticn ot t oad zonu. CONC.�ONCREIE ��p��� 7, Atta�tlon la dtraatud ta!hn fao!1htl!!Wn autva�r R�ay hwa bean raduoad or wflotgad (n ehe duo ta N.O�VA.AkATI�NAl,OEODF.ttC VEftlil`.AL OAIUM �P�a�'�T h��^R�tUFJICE ' , ropraduottan.1Fila �hould b� laken tnta oaneldawtlon when obtaWng u�ataf dala. W/C-WfiNESS CORNE7i C1�,nCNORO P/�P��M��MBIY 8. '1}IIS SURVEY N�T VMJR WIhIQIJr 1HE 510NATURC AND ORIOINAI. MI5E�SL'N,OF A F1.ORIDA UCEN9F� ' 3URYEYOH ANII MAPPER'� • CERTIFI�'!3 'l1�: ' � P.C. �.A. F.B.�l. Pg. �ow � 051 a^�6 Sean H.&Valerie M Fernandez;SUTIst'ate �N�REBY CERTlFY THAT THE 3!lRVE�' Title Agency TECNNfCA�S�NOARDS"FOR l.ANO SURVEYlNG Orak C.�. 9tation�t q- S—T—R. Bank of America NA rN 1'HE STATf OF FLORlDA:'G9dAATER BtGfT—E, F�ORIDA AOMlNISTRATlVE C00£. Ch�k �.p.J. Misaf�oundary Shset � ot 1 R�s,o� . � � �1H�� � ��1Z���� � . � V �o '' �' SURI�,EI'/NG AND MAPPING INC. Eddie P. ehkins, P.L.S �� rsoo H�cxwa��1 NORn�, sur� ro� , _ — PRQF�l� StJRVE?'Ofi � MAPpER lAICC FRi1�NC1SL^0 PU1711, tU7�,s,(�. 33549, ' FT_OR/Q4 R�i7157RAnON NO. 83�4 PNONE (813) 948-288Q or 948--299J • • GbrPiFrcato of Authorizvtlon: L9 �' 8099 FAX (8 t 3) 9 F9-6817 ..__.._._,.,. DESCRiP110N: �� ��: B�Ut�DARY SUF�u�'Y LOTS 1 & 2, BLOCK 173, ofi CIN OF ZEPHYRHILLS, according to �the map or lat thereof, Qs rec rded in PLAT BO�K 1, PAGE 54 of the Pu li� cords of asco County, Florida. � �w ��A � � , � � �� o � � � � � w.d4. '•�.� Q � . ' � o �c � � '�'1 3CAL20� � c.; --� :,., � � Platted R/W , ' ' ' '-� w `z? � f� Aaphalfi Paveme�t �Qo� � � � 5TH AV�NU '�� � � � � � E ' ��� �A � � � o C I FL. � � � � O � . � � s�a Llll . • , � �o� � � � b 60A0' (P} � r,, C3 j � � " rJ9.99� � , N0�D 4XA , 4' Concrete S/4Y - 80.00' �,P) NW CORNER ' —•--,..- - 59.72'., �} BLACK 17h 30.0' (P 30.0' (P) r -'� - �'.I.P. 1yz" �n 21.7' , NO !D# � f c N,IO.Pt���2" ' rn r coNc. ,��k � �/'�► aira 8�8' N 12.8' vere� 12.8' o a � � p f 3.0' Brick °.-° �a►� oN� ro�Y �. � 8.�' �388 RY RES. M . :� ° '�' �* �.., . ' �� � � �.. j�,. 47,1' j� �.�"i � � O � > • � � � M � j,� ' .... �� F � .t �,, � � � I��`� ��' p • � . �� � � � L� �� , � ��fi� �`�a d`� ^ _... ,,� � I t I . I HEREBY CERTIFY THAT I HAVE REVIEWED _ - PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN JOIST SPAN (W) GIRDER SPAN (S) STRUCTURAL COMPONENTS COMPLIANCEWITHASCE7-10&FBC5TH _-- SIMPSON AS OR ABU POST BASES— FUoe49.6 EDITION(2014)RESIDENTIAL&EXISTING 1 1 PT 2x6 9' MAX (2) PT 2X6 8' MAX SIMPSON AC.LPC OR LCE POST CAPS - F1.10860 _ . 12" FASTEN FLOOR JOISTS TO PT 2x8 12' MAX SIMPSON H5 CUP — FL10456 - FASTEN JOISTS TO GIRDERS W/ 2" PERIMETER W/SIMPSON LUS (2) PT 2X8 10 MAX LULUS SIMPSON JOIST HANGERS-FL10655 SIMPSON H5 0 EACH JOIST, TYP. N HANGERS OR EQUN PT 2x10 14' MAX 2 PT 2X10 12' MAX SIMPSON LUC JOIST HANGERS -FLI1169 a fill ILA 110 AA �`f 1111 I I ALL CONNECTORS AND FASTENERS IN CONTACT 11 11 OH 110 ®0 W/TREATED WOOD SHALL BE ZINC COATED = _ - - o i Fi111 GALVANIZED STEEL OR SIMPSON 'ZMAX' IPI 1(11 ILIl 1111 - - - 1D DBL. 2X8 GIRDERS ! PERIMETER2JOISTS II tl II II III UNDER THE JOISTS - =ii II 2X6 JOISTS 16" O.C. I I I I E I i FASTEN FLOOR JOISTS » - till II II 1TTf TO GIRDERS P.T. 4X4 POSTS IN ISOLATED jW/SIMPSON H5 __ COMPOSITE DECK PLANKING CONCRETE FOOTINGS WITH PROFESSIONAL ENGINEER SEAL = FASTENED W/#1OX2" 18'-0" AUGER ANCHORS 0 8'-0" O.C. • SCREWS 2 PER BOARD 0 2X6 JOIST FASTEN FLOOR JOISTS TO DBL. ENGINEER OF RECORD E EVERY JOIST 2X8 PERIMETER JOISTS DaVI•d W.Smith P.E. ` TYPICAL FLOOR JOIST/GIRDER LAYOUT = W/SIMPSON LUS HANGERS OR = EQUIV FLORIDA LICENSE NUMBER:53608 ( DECK MAY BE CONSTRUCTED WITH X GIRDERS RUNNING PARALLEL OR Thomas L. Hanson P.E.7 - CONNECT DBL. GIRDER TO P.T. POST WITH [[ __ � - - - I PERPENDICULAR TO EXISTING HOME - - - - • - - - - F - • - -_ i 1 - - - - - - - - - N 2 3/8"0 THRU BOLTS, NUTS & WASHERS FLORIDA LICENSE NUMBER 38654 DROPPED GIRDER Mark Ronald Dunn,Jr.P.E. FLORIDA LICENSE NUMBER 73968 f GRADE I - - i I Joel Falardeau P.E. I I FLORIDA LICENSE NUMBER 70667 _ _ I I 4"X4" P.T. F 4- ... , WD. POST Erik Stuart P.E. I a `,{-:1 __ • FLORIDA LICENSE NUMBER 77605 _ - I I=:-=:= = /- I--_ Q I 1 12"0X24' DEEP 2500 PSI CONCRETE AUGER ANCHORS ® 8'-O" O.C. MAX. I'` F •YFOOTING W/(2) #5 REBAR THROUGH POST FBC Plans&Engineering - _=1= SECURE WITH ASTM #123-89A i==:--�; r.::.1i Services,Inc. PT (3) 2x12 STAIR STRINGERS STRAP OR EQUIV. OVER GIRDER ._ 6272 Abbott Station Drive Unit 101 32" IMBEDMENT Zephyrhills,fL 33542 PLAN VIEW 4X4 P.T. POST CONNECTIONS Phone:(813)788-5314 Fax:1-(866)-824-7894 email:erb@fbcplans.com - 4 PICKETS SHALL NOT ALLOW Website:www.fbcplans.com A 40 SPHERE TO PASS. C.O.A.-#29054 r 4 TRIANGULAR OPNG. SHALL 1 1 DRAWN BY: W NOT ALLOW A 6"0 SPHERE .P W.P. oTO PASS. DATE: 4/20/17 a 0liii II 2X2 ALUM. NEWEL POST REVISION: DATE: a PT (3) 2x12 STAIR STRINGERS v~i RO1 FASTEN TO DBL 2X PERIMETER JOIST UJJj ? PER FBC 311.7.8. 4 OR MORE RISERS RO 2 ` W/SIMPSON �LU210 OR EQUN. PER REQUIRES A HANDRAIL MFGRS SPECIFICATIONS n RO 3 [ D: 0 2X TREADS FASTENED TO STRINGERS W/(4) 16d NAILS 0 EA CONNECTION POINT PROJECT ADDRESS: 4 2500 PSI CONCRETE PAD RISER HEIGHT = 7 3/4" MAX. HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT TIM CHAMBERS 38844 5TH AVE. EXCEED r • ZEPHYRHILLS. FL 33542 TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) ! A NOSING NOT LESS THAN J' & NOT MORE THAN 11" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. CONTRACTOR: EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11' OWNER i 1 1 _ WOOD STEPS & ALUMINUM HANDRAIL WOOD DECK — _ - - I'I I' �•I r!' .J J.I, - is I- •.+ 'i. ' _ 1 •� I -I I .1'{i•T 1- - I'• '• :v.. ' { - - - - - - - _ - • I- . F EXISTING HOST STRUCTURE USE#10 X 3/4"SMS 2"FROM ► I HEREBY CERTIFY THAT I HAVE REVIEWED I 3"X 48"COMP OSITE THIS PLAN AND FOUND IT TO BE IN ALUM.FLASHING INSTALLED UNDER FASTEN S"X12"RISER PANS TO BEAM W/1-1/4"NEOPRENE WASHER COMPLIANCE WITHASCE7-10&FBCSTH ROOFPANEL DRIP EDGE OR FIRST ROW OF W/#10XJ"SMS,&,1)¢"NEOPRENE PER PAN EDITION(2014)RESIDENTIAL&EXISTING ------- SHINGLES WASHERS,4 PER PAN - ````l•��� - - #8 X 1/2"CORROSION RESLSTANT - - - _ - - C ALL PURPOSE SCREW EDGE BEAM IS THE _ J C2X3EDGEBEAM SAME SIZE AS THE UPRIGHT _____ __JI - — © OO— BEAM __ (4)3/8' DEPTH ANGLE w/(3) ASTEN 1-1 "WIDE XRAKE EDGE BEAM #10X 3 "LONG X.12/25 THICKNESS _ — THRU BOLTS /4•Fw Lec t WASHERS/NUTS STRAP CONNECTING EDGE c - / MAY NOTCH FOR CENTER W/�(4)#010 X 3%H TEKS UMN vV - I I HEADER CHANNEL W/(4)#10 SMS - - _- -- - _ - - PER PANTOP AND BOTTOM AT EACH v OR EDGE OF POST 2"X9"SMB BEAM CONNECTION POINT- - BREAK FORM HEADER OR - - -- - _ - RECEIVING CHANNEL - - - - - - - - - - - - - @ EACH SIDE 1 I _ 1J FASTEN RECEIVING PATIO UPRIGHT NG CHANNEL HEADER TO EXIST.WALL FRAMING - Wj/4 STUD-X3" G SCREWS @24"O.C. 3X3X.093"POST PROFESSIONAL ENGINEER SEAL F FASTEN 1X2 TO EXIST.WALL FRAMING W/}"0X2}•LAC - _ _ _ _ - - ENGINEER OF RECORD SCREWS 6"FROM TOP&BOTTOM&24"O.C.CAULK BETWN. - - FRAMING&HOST WALL ROOF PAN TO BEAM CONNECTION DETAIL David W.Smith P.E. ROOF PANS TO WALL CONNECTION DETAILS ROOF PANS TO EDGE BEAM CONNECTION DETAIL FLORIDA LICENSE NUMBER 53608 Thomas L.Hanson P.E. (3)#12X3/4"SMS FASTENING - 2x3 ALUM. - - S SECONDARY FLORIDA LICENSE NUMBER:38654 - - - - - - - ANGLE TO COLUMN(TYP EACH - POST - - - - - - SIDE) SECONDARYANGLE(MIN Mark Ronald Dunn,Jr.P.E. EDGE BEAM PER PLAN 0.125•THICK) FLORIDA LICENSE NUMBER 73968 - : - - 2X ALUM. - - - - - - - - (B)-3/8"0 X 2'MIN EMBEDMENT LAG SCREW (NOT REQUIRED WHEN 3x3x.093 ALUMINUM POST PER PLAN INTO SECONDARY ANGLE(TYP EACH B=O IN THE SIDE)(SEE TABLE BELOW FOR QUANTITY) TABLE BELOW) - Joel Falardeau P.E. - r 1 0 PRIMARY 2"X 2"X 012S"ANGLE. FLORIDA LICENSE NUMBER:70667 (2)3/8"HEX HEAD THRU o 2X3 ALUM.UP HT BOLT,WASHER,AND NUT C (3)#12X3/4"SMs FASTEN POST TO WOOD DECK CORROSION RESISTANT DECKING FASTENING COLUMN Erik Stuart P.E. DOOR WITH INTERNAL BASE AND { TO PRIMARY ANGLE('rYP FLORIDA LICENSE NUMBER:77605 EACH SIDE) (4)3/8 0 LAG SCREW WITH 11 GA.INTERNAL ALUMINUM 2"SPACING 1•xrBASEMEMBER i< 2"MIN.EMBEDMENT BASE PREDRILL VERTICAL (MIN)(T' -- - - CM EACH SIDE) _ FLANGES FBC Plans&Engineering _ - - 3/8'0 X 2"MIN.EMBEDMENT - - _ 2X ALUM. LAGSCREWINTO Services,Inc. - - PRIMARYANGLE AND @ 24" 6272 Abbott Station Drive Unit 101 - - - - - FLOOR JOIST O.C.BETWEEN COLUMNS(TYP P.T.WOOD OR - - - _- _ PERIMETER STRINGERS EACH SIDE) Zephyrhllls,(1 33542 - COMPOSITE DECK P.T.2X PERIMETER JOIST Phone:(813)788-5314 1X LUM.OPEN BACK NOTES: Fax:1-(866)-824-7894 PLANKING - - - TABLE 1.NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE - email:erb@tbcplans.com - - - - 22 GA.KICKPLATE INSTALLED W/ - - - - - - - - - - LAG SCREW INTO THE 1X2. Website:www.tbcplans.com #10/3/4"@ 12"O.C. - ALUMINUM POST TO - - - - - 3.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL C.O.A.-#29054 Column _ LOAD OF 450 LB.AND AN ALLO WABLE LATERAL LOAD OF 240 LB.FOR DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS WOOD DECK CONNECTION Size 13 WOOD WITH SPECIFIC GRAVITY,G=0.55. 4.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO PERIMETER DRAWN BY: NOTES: -1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM STRINGERS OR FLOOR JOISTS FOR THE ENTIRE LENGTH OF THE SCREW. 2x3 0 DATE: 4/20/17 2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES MINIMUM. 2x4 1 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS.FASTEN A 2x5 1 REVISION: DATE: L 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM 2x6 2 ir 2"x 3"OR LARGER POST OR SMB TO WOOD DECK DETAILS END OF THE UPRIGHT. • 2x8,2x9,2x10 3 SCALE:NTS RO 2 F9 RO 3 " 1/4"0 X 2-1/2"EMBEDMENT WOOD SCREW OR LAG 6"FROM RO 4 / • TOP&BOTTOM&@ 24"O.C. OPTION#1 PROJECT ADDRESS: 1X ALUMINUM - - - - - INTO SCREW BOSSES - [< TIM CHAMBERS 38844 5TH AVE. =====4._ =====l ZEPHYRHILLS, FL 33542 / _ 2" "OR 2"X3' 0.062"ALUMINUM INTERNAL MEMBER I OR EXTERNAL RECEIVING / CHANNEL W/(4)#10 X 3/4" INTO INTO BEAM OR I UPRIGHT.(2)#12X3/4"EA. CONTRACTOR: 1"X OPEN BACK --•- LEG INTO GIRT OR PURLIN- - OWNER - #12x3/4 SMS SMsEALEcj/(2) OPTIONAL ^:F -- - - - - - - - - - (2)#10 x 1-1/2"SMS MIN _ - 22 GA.KICKPLATE INSTALLED W/ UPRIGHT OR BEAM-SNAP - -- • •- - - - - - - THRU SCREW BOSS OF - - #10/3/4"@ 12"O.C. OR SELF MATING OR - 1"X2"OPEN BACK HOLLOW CHAIR RAIL CONNECTION ALUM.DETAILS ALUM.POST OR OPEN BACK TO HOST STRUCTURE DETAIL SrAM&TS SCREEN ROOM L .j I - -; - r - - __ - - - Page is too large to OCR. j I HEREBY CERTIFY THAT I HAVE REVIEWED E General Notes HOT DIPPED GALVANIZED.A.CONCRETE&FOUNDATION DESIGN: THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF.8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY } • - BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR COMPLIANCE WITH ASCE 7-10&FBC 5TH EDITION(2(1•.]RESIDENT!AL&EXISTING t 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL _ - PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER OTHERWISE IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESIL ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S _ I- 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY SCREEN ROOM,WOOD DECK W/CONCRETE FOOTINGS 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. - / - 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. e.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA' • 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST); 130 MPH FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 110 MPH2, RISK CATEGORY: I 119 F OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 4. WIND 3. WIND ET LOADS: B 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. AIR ENTRAINING 1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS SOLID ROOF(MWFRS): 23 PSF E' WATER REDUCING AGENT-ASTM C 494. G-185. SCREEN WALLS: 27 PSF PROFESSIONAL ENGINEER SEAL y CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL - L_ OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 ENGINEER OF RECORD 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN OR EQUIVALENT DENSITY SCREEN MESH: 0.88 k • David W.Smith P.E. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 2,&3 ALONG WITH HOT WEATHER CONDITIONS 7. LIVE LOAD: FLORIDA LICENSE NUMBER:53608 ASTME114 • RECOMMENDATIONS. ASTM E 1300 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. • 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Thomas L.Hanson P.E. • CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 E VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B FLORIDA LICENSE NUMBER:38654 ASTM C94 SPALLING OR OTHER DETERIORATION. 8. FOOTINGS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL ASTM C150 WOOD DECK FRAMING,SEE DECK ENGINEERING Mark Ronald Dunn,Jr.P.E. ASTM C33 B.MASONRY: FLORIDA LICENSE NUMBER:73968 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 9. SOLID ROOF TYPE: 3"X12"ALUMINUM PANS,FL 16952 OR EQUIV. ASTM C494 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 Joel Falardeau P.E. TYPE M OR S MORTAR. ASTM A185 FLORIDA LICENSE NUMBER:70667 2.ALL MORTAR SHALL BE OF TYPE M OR S. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 5TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL Erik Stuart P.E. I 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING FLORIDA LICENSE NUMBER:77605 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: E HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering • I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE LTYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS 2.SIM-SIMILAR Services,Inc. MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 3.UON-UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 4.CONT—CONTINUOUS HOLLOW SECTIONS 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF Zephyrhills,IL 33542 r 5.VIF-VERIFY IN FIELD ----------------______________ 0.024"SHALL APPLY. 2 x 2:------ 2"x 2"x 0.044pIl Ifi�f�JMR1��SI'iJ�TLLI -� I f Phone:[81))788-5314 • . _ 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---- -- -------------- ---------------3"x 2"x 0.050 PREVAILING CODES Fax:1-(866-824-7894 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:----------------------------- 2 x 3"x 0.050" - " FLORIDA BUILDING CODE, L STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:-------------------------------------2"x 3"x 0.070" Website: 9054 cplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE' NATIONAL ELECTRIC CODE,AND C.O.A.-#29054 CODES,LOCAL ORDINANCES,ETC. Z x 4:---------------- 2"x 4"X 0.050" • -. FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 CITY OF ZEPHYRHILLS ORDINANCES Z.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 X 5:-------------------------------------2"x 5"x 0.050" PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY: W.P. INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH - DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS DATE: 4/20/17 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:--------------------------------------1"x 2"x 0.040" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR REVISION: DATE: _ SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS REVIEW O 2 { THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER 2 x 2 Snap:--------------------------------2"x 2"x 0.045" DATE '� '-fit 2x3Snap: 2"x3"x0.050" ^ RO 3 • USING#12 SPACING MAY BE 24"ON CENTER S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA ------________________________ CITY OF ZEPHYRHILLS 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 2 x 4 Snap:--------------------------------2"x 4"x 0.045" PLAN EXAMINER P.E.IN ACCORDANCE WITH STANDARD SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. RO 4 "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING(SMB) VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: PROJECT ADDRESS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:--------------------- 2"x 4"x 0.044"x 0.100" D.FASTENERS: • 1 MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:------------------- 2"x 5"x 0.050"x 0.118" I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE TIM CHAMBERS 300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIOR 2 x 6 SMB:--------------------- 2"x 6"x 0.050"x 0.120" 38844 5TH AVE. TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 7 SMB: - 2"X 7"X 0.057"x 0.120" • ZEPHYRHILLS, FL 33542 _- WITH ACQ PRESSURE TREATED WOOD. 2 x 8 SMB:- --------------- 2"x 8"x 0.072"x 0.224" ON THE MANUFACTURED HOME. 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x9 SMB:- ------------- 2"x 9"x 0.072"x 0.224" r FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:----------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR: 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 IN ITS ENTIRETY. OWNER 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES II.