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HomeMy WebLinkAbout16-17944 li ' �-t'` � I ' CITY OF ZEPHYRHILLS ; � 5335-8TH STREEI' � (813)780-0020 17 44 ; � BUILDTNG RERMIT � � ' - � PERMIT INFORMATION LOCATION INFORMATION � - ` ` Permit I�umber: 17944 Address: 3850 QUAKER RIDGE ST LT 132 I Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. � Ciass �f Work: 434-ADDlALT RESIDENTIA� Township: Range: Boafc: ; ` Propo�ed Use: NOT APPLICABLE Lot(s): Block: Section: � Square Feet: Subdivision: MAJESTIC OAKS ; Est'.Value: Parcei Number: 24-26-21-0030-00000-'1210 � Improv. Cost: 23,000.00 OWNER lNFORMATII'�N Date�Issued: 1112212016 Name: NHC-FL'{35 �LC Total Fees: 345.00 Address: 6991 E CAMELBACK RD STE 8310 � Amount Paid: 345.QQ SCC}TTSDALE AZ 85251-2493 � Date Paid: 11/22/2016 Phane: 813-783-7518 � Wo';k Desc: CARPQRT 18 X13, RM ADDITI4N 'k6 X 13, SHED W/CONCRETE 10 X 13 1 1 CONTRACTOR S APPLICATION FEES SUNSTATE ALUMINUM WC BUILQING FEE 225.Q0 ; HC}MEC}�IVNER ELECTR(CAL FEE 60.00 BAHR'S�PROPANE GAS &A/C, INC. MECHANICAL FEE 60.00 � , � � . 3 i I � I I � ��� i \� I Ins ectians Re uired i F ER I 2ND ROU H PL � M I S T! CEI G � FOOTER�OND DUCTS INSULATED SEWER MiSC. ROUGH E�.ECTRI LINTEL MISC MISC. � 1ST ROU�',H PLUMB PRE-METER INSUTATiQN WR�L. MISC. DUCTS itV��TALLED WATER M(SC DRtVEWAY I PRE-SLAB SHEATHING MISC. MISC. CC?NSTRl��CTION POLE FRAME M1SG. MISC. ' REINS�ECT'xON FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the locai jovernment shail impose a fee af four times the amounfi of the fee impased for the initiat inspection or I first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit,there maybe additiona! restrictions applicable to this property that may b�� found in the public recards of this county, and there may be additianal permits required from other governmental� � entities such as wafier management, state agencies�or federal agencies. � "Wa�ining to awner: Your failure to record a natice of cammencement may resutt in yaur paying twice far impravements to your property. If yau intend ta obtain financing,consult wifih your lender or an attorney ++ before.recording your not�ce of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with �� City Codes and Ordinances. NO OCCUPANGY BEPORE C.O. � � N4 OCCUPANCY BEFt3RE C.O. � � ; CONT C O SIGNATURE PERMIT OFFI R i PERMIT EXPIRE5 IN fi MONTHS WITHCtUT APPROVED INSPECTION i CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED � �� PRt�TECT CARD FROM WEATHER ' i � ; i i � e�3-7so-oazo City af Zephyrhills Permit Application Fax-813-780-0021 Bullding Department .� . ' J.- , " " Date Received /-f�,.,f/�, 3 � �""��� i fi LY Phane Gontact for Permitttn f 7TIT1'�7Tf�' . ,;:. : � Owner's Name � ' Z�/S�L� ls I'�"t"'fS � Owner Phone Number ` O S ""'�d�`��� r ' ,i / // ffSdQ�C j92 �F'Y�S1 � � Owner's A Idress �G.Qrhd' �JlsG�- �a� S�'� �"3�� Owner Phone Number � Fee Simple Titlehalder Name Owner Phone Number FeeSimpll TitleholderAddress JQs,aoa I,�SS 85 � �t er� al �,.1,.t`�tS �'�- 3�`1�-- �.oT� .�aZ-- SUBDI1tIS10N ��a�G'���C ��Z�S PARGEI.iD# -�� - �l- C����. � Q I}(.�I��!(a f C� (dBTAINED FROM PROPERTY TAX NOTICE) � WORK PRI POSEA , NEW COMSTR ADQIALT � S1GN Q Q DEMQLISH � � e iNSTALL � REPAIR PROPOSED USE Q SFR Q CQMM 0 OTHER � '1'YPE OF II ONSTRUCi'tON Q BLOCK Q FRAME � STEEL � DESCRtPTION OF WdRK Gl t t� LY l 7`! !L�'� 7`- C�)?tY�.°7� BUlLQlNG SIZE �� � SQ FOOTAGE �! �I '�" HElGHT �-�� Tf'�1'�rii"'�Te�r�rl�f"1�i1�'e"t'I�IT1Ti"'ITI�s'k�1Ti"'TITiT1Trr!'7�"T1Tl�l�t�"C'11T1"r"l�s�{�i�c'1�iTiTi�i" , VALUATION OF TOTAL.CONSTRUCi'ION f ca����Q.Q UILDING $ '�;ELECTRICAL $ , AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. i 0��LUMBING $ � ��(� � l:J MECHANICAL $ VALUATION dF MECMANICAL INSTALLATION� � �� ;` � Y ��� i � � QGAS Q ROOFING Q SPECtAL7Y � OTHER !� FINISt-tEDI F�04R E�EVR7IQNS �-� F�QOD 2L7NE Af2EA QYES NO j II -�-k-1--1-1-i�a-b-�1-E-F-1�-f-a-1-1-i-1-F-1-f-f-1-N-�1--1-I-i-I--F-i-f-1-�t-b-1-F-�1--E-1--F-1-I--f-I�-1-f-1-1-#-F-3-1-l-1-1-�i-f-�-1-a-f--f-1-�-�-1- J � ,��" ('�'/ `f_ i BUILDERI /�GLi4� i����y���y� � COMPANY L/C!!•f cJ T`l•LTZ' LfGh/Hu�� SIGNATURE � REGISTERED Y/ N FEE CURREN Y/N Addl�ess /S� j�r-� /�G'�� — 2�i/�l �� 3 a"ui- �icense# �/2G D��'�.5"17 ELECTRIGIAN j 1 _� �`���� �� � COMPANY p_/ SIGNATURE U��J �� REGISTERED Y/ N FEE CURREN Y/N � Add ess License# � -� PltlMBE�� COMPANY �� SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Add��ss .�� License# �_ � � MECHAt�tCAt I��� /���.�.� �u GOMP�4[�iY �O�lersr!-�'��sa� ��C SIGNAT i RE REGISTERED Y I N F6E CURREN .Y I N Address �J�I �t2`° �t.- ��Cr ls� 3SY � License# �1�C(� El3��(! � � OTHER�) GOMPANY � SIGNATURE REGISTERED Y I N FEE CURREN Y/N ' II �Address Llcense� � I1111111111IlIlIM11111111 '9t1i11I111IlIlII1111AI111111I111I1 [ IItIAII RESIDE�TIAL Attach(2)Plot Flans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, � � � iVIlnEmum ten('10}warking days afEer sabmItta!date. Requfred onsite,Gonstructian Pians,Stormwater Ptans wt Siit Fence instaiied, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERGIAL Attach(3)complete sets of Building Plans plus a L.ife Safety Page;(1)set af Energy Forms.R-O-W Permit for new construction. Minimam fen(1 d}working days afEer submitEat date. Required ottsite,Ganstructian Plans,Stormwatsr Ptans w!SESt Fence instailed, �� 8anitary Faciiities&1 dumpster.Site Work Permit for all new proJects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Pians. "'**PRQPERTY SURVEY required far a11 NEW canstruction. -�4-i•.I{-1.-1-f-#.•1-4.{�f..�-i-1-f-1-f-1-1�--L-i..4.E.�1-I..i..l-�..1-1..1-{-1..�-W�1-I..I..f-f..l-f-i-�.-W-i-�-a-1-f-�-f-b.i-f-i-i-f.a•.le.l..l-h Directio s: , FiII out appliGatlon campletely. Owiner&Contractor sign back of appiication,nofarized , If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) •" Agent{for the contractor)ar Power of Attomey{for fhe owner}would be someone wifh no#arized tetter from owner authodzing same I OVER THE COUNTER PERMITTING (Front of Application Only) Reroafs�ii(shingles Sewers Service Upgrades AtC �ences{PlotiSurveyiFooiage) Drivoways-Not over Caunter if on public roadways..needs ROW � � NOTICE C�F DEEp RES'TRICTI(JNS: The undersigned understands that fhis permit may be subject to"deed"res#rictions" which may be more restrictive than County regulations. The undersigned assumes responsibility far compliance with any appiicable deed restrictians. �: � UNLICEN:>ED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired .a contractar or cantractor:�to undertake work,they may be required ta be licensed in accordance with state and local regulations. 1F the contracfor is nof licensed as required by iaw, both the owner and contractor may be cited for.a misdemeanar vio(ation under stat�� law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the inte�rded�nrark,they are adUised to contact the Pasco Coctnty Suilding 3nspec#ion Division—C.icensing Sectian at 727-847- 8009. Furthermare, if the owner has hired a contractar or cantractors, he is advised to have the contractar(s) sign portians of the "cat�tractor B(ack" of this application far which they will be responsible. !f you, as #he owner sign as the contractor, that may be an indication �hat he is not properly 1ic�nsed and is not enti#led ta permitting privi(eges in Pasco County. TE2ANSPCIRTATI4N IMAACTIUI"iL[T[ES]MPACT AND RESOURCE RECOVERY FEES; The urtdersigned urtcierstands that Transportation Impac# Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of _ use in exi:�fing buildings, ar expansion of existing buildings, as specified_in Pasco County Ordinance number 89-07 and 9a-07,_as camended. The-andersigned also understands, fhat such fees, as may be due, wili be identified at the time of permitting. It is further understaod tliat Transportation Impact Fees and Resource Recovery Fees must be paid priar to receiving el"cerEificate afi occupancy" or final power release. If the project does not invalue a certificate of occupancy or final powe.r release, the fees must be paid prior fa permifi issuance. Furthermore, if Pasco County WaterlSewer impact fees are diae,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTI�.LIGTION LtEN L.AW(Chapfier 793,F[orida Statutes,as amended}: If vaivation of work is$2,500.Q0 or more, l certify that I, the applicant, have been provided with a copy of the "Florida Canstruction Lien Law—Homeowner's Protection Guide" prepared by the Fiorida Department of Agriculture and Consumer AfFairs. [f the applicant is someane ofher than fihe uowner", ( certify that i have obtained a copy of the above described document and promise in good faith ta deliver it tc�the"owner"prior to commencement. CO�ITl3A{;TOR'SIOWNER'S AFFIDAVIT: I certify that ail the information in this application is accurate and that alI work will be dor�e in compliance with all applicable laws regulating canstruction, zoning and land development. Applicatian is � hereby m�de to obtain a permit to do work and installation as indicated. ! cerkify tha# no work or installation has commence.d prior to issuance of a permit and that ail work wi11 be pertormed to meet standards af ai! laws reguiating construcficm, County and City codes, zoning regulations, .and land development regulations in the jurisdictian. I also � certify thaf:3 uriderstand that the regulations.of ather gavernment agencies may apply ta the intended wark, and that it is , my responsibility to identify what actions I must take to be in compliance. Such agencies include but are nof limifed to: • Department af Environrnenta! Protecffan-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering 1lttatercourses. - Army Corps of En�ineers-Seawalls, Docks, Navigable Waterways. - Department af Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic'fanks. - US Environmental Rrotection Agency-Asbestas abatement. - Federal Aviatian Autharity-Runways. - � I understand that the foliowing restrictions app(y to the use of fii(: - Use af fill is not allawed in Flood�Zone"V"unless expressly permitted. - Ef the fi11 material is ta be used in Flaad Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submit#ed at time of permitting which is prepared by a professional engineer ficensed by the State of Florida. - if the fi1i materia( is to be used in Fioad Zone "A" in connection with a permitted building using stem waii construction, I certify that fill will be used only to fill the area within the stem wall. - If fi1l material is to be used in any area, I certify that use ot such fll wili nat adverseiy affect adjacent properkies. If use of fill is found to adversely affect adjacent praperties, fhe awner may be cited far violating the conditions af#he buiiding permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fi11, an engineered drainage plan is r�quired. If I am the AGENT FOR THE OWNER, I promise in good faith ta inform the awner of the permitting conditions set forth in this affda�rit prior to commeneir�g construction. i understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the applicafion. A permit iss�ed sha!! be cons#rued to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside,�ny pravisioris of the technical codes, nar shail issuance af a permit prevent the Building Official from thereaf#er requiring ��correction of errors in plans, construction or viqlations of any codes. Every permit issued shall became invalid unless the:work authorized by such permit is commenced within six months of permit [ssuance, or if wark authorized by � the permit is suspended ar abandoned for a period of six(6} manfhs:after the time the work is commenced. An extension may be rE:quested, in writing, from the Building Official for a period nat to exceed ninety (90) days and will demonstrate jusfifiable cause far the e�ensian. If work ceases for ninety t90}consecutive days,the job is cansEdered abandaned. 1NARNIN{x Td 01tVNER: YOUR FAlLURE TO RECORD A NQTlCE OF CCJMMENCEMENT MAY RESULI' !N YOUR PAYING 1'WICE FOR iMPROVEMENTS Tt7 YOUR PROPERTY. IF YUU INTEND TO'OBTAiN FINANCING,CONSULT WITH YOIJt2 LENDER dR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.- FLORIDA JL1FtAl`(F.S.1.97. 8} ., 1 ` , OWNER OR AGENT. . �/�O?G� CONTRACTOR ��C6���L�.L.�^� Subsaribed��n bywom ta(or af6rmed}be€ore me this ' ��c�d�cL��c� om to{ar a �rme before me this f tT" I Who is/are personally known ta me or has/have produced Who s/are'— n to me or has/have produced as identificatfon. as ldentification. � Nofaty Public `" ��. hiotary PubSic , . Commission No. Com is ' n No. Name of Notary typed,printed or stamped Name of ary,� , ' ed �_ .��:'� y8;- JACQt1ELJNE 80 - '*. k= Commissin ��S ��;g�;; B xpires D�ember 92,Zp2 �„fs ndpd Thrv 7m},Fain tnsurance 8pp.3g3�18 i i . � DISCLOSIIR$ STA`+'�*�'�' FOR OWNSIt i CITY OF Z8P8YRHILLS BIIILDING DEPARTMENT . _, �2Ur c� /'4 i/`�S'tiP �� have read and fully understaad aad ! agree to the provisions c�f this iastzvment. " : � The uadersigned states aad affirme tha.t he or she is deaizous o� constructing, � renovatiag, addirig to os reroofiag his or her owa domicile, that he or she actually occupi.es, or will ocaupy by said domicile, and same is not for sent, lease or sale. That he or ahe ahall comply ovith the following cond9.tioas: , I.. Tha� the owaer aad he or she alone shall act as the bni.lder fos a17. phases o£ , conatructioa. 2. That the oamer av3.1Z comply m3.th al.l provisions of the C.i.ty of Zephprhills ; o��**�*+ces and codes pertineat to th� building. 3. That ia tlie eveat variauts phase� vf construction ase subcontracted, he will j E.'ILgage only psoperly licensed subcoatractors�aad will personally supesvise ' such v�ork: 4. That in the event the Buildiag Inspector shall requ3re �orsections to be made, the owaer v�rill asaume full respoasibi.2ity to iasnse they, are made, and upon completioa will call fox a reinspectioa before proceediag with the building. 5. That the ownea sha1Z assnme full responsibility �or the construetioa and wi1l not expect supesvisioa of his work trom the C3.ty of xephyr3zills Bnildi�o�g � Department. 6. That prior to final i.nspeation aay additioaal fees, inclnd:i.n.g re.inspection fees, must be paid ia fu].l. A mrittea, reqnest from this oEfice sha.11 � i � consti.tute aa o�ficial notice to pay addi.ti.onal fees. 7. That the oo�aer sha�.l comply wi.th a17. C3ty,' State aad 8ederal 1ao�s ia rega=d to � social security, worI�ta.a's compeasation, Ziea laws, eto., where appli.cable_ 8- Z`ha� i-he owaer shal], comply w3th al.l the tsafety aodes issued by �he Florida Industrial Commissioa. 9. 3tate lao+r requires constructian to be done by licensed coatrac�ors. You have applied for a permi.t nader aa exemption to �hat law. The exemptioa allows � you, as the owner o� your property, to act as ponr owa contsactor arith certain � rest:rictions even though you do not have a Zicens�. You must provide direct � onsite supervision of the coas�saction yourseli. You may bnild or i.mprove a � one-family or taro-family reside�nae or a farm outbui], , diag. Yon. may also bui.ld or improve a cwamercial buildi.ng, provided your costs do aot exceed $25,0�0. . i The building or resideace mnst be fos yous owa use or occupaacy. St tnay aot be built or substantially improved ior sale or lease_ Sf you se1Z ox� lease a � b�i.ldiag you have buil.t or substaat3.ally impsoved yousse].f within I year after � the caastrnctioa. is canaple�e, �� 7.aea c$±11 presume �tlaat you built o�c � snbatantially improved if £or sale or 7.ease, avhich is a violation of this � exemption. You map not h�.x�e aa ur�licensed persoa to act as your contractor or i to superviee people workiag on your bui.ldiag_ It is your rasponsibility to � make evs'e tisat peop].e employed by you have licenaes required by s�ate law an.d by cpuaty or mnaicipal licensiag ordinaacas. Yott utay not deZegate tlie , reapoasibility for supervisi.ag woric to a liaen.sed cantractor who is not i licensed to perfoxm the �vork being done. Any pexson wor3c-i.ng on yo� bvi.lcliag � who is not licen�ed muat work under yanr direct superv3sioa and ntust be eaiQloyed by you, which meaas that yon mus� dednct F.I.C.A. and wi�hholdiag tax and psovide worlcers' compensatioa for that etaployee, all. as prescribed by law_ Yvur constructi.oa must camply 9vi.th al.l applicable lasva, ordiaaaces, bnildi.ag codes, and zoniag regalationa. ow�sa.•s s=�,suxs � � ne� ///��l/�U ADDxsSS " g5 v _ n. , � .s iCL --c� � .t_- �$o� S'��- ��3- 7�G � WITNSSS• `�_1/12� P�IIT # � � � � �� � Page No. - af �. �"!� Rages � �(C��ctxac�t . . SUiV STATE"ALUI�i1NUN1, INC. � � 6154 Fort King Rd. ' , ZEPHYRHI�.IS, FL 33542 � (81"3j 788-7�a� ' II ^ P ONE ��� � � � � � . EET JOH NAME � n . +,STATE and ZI�CQDE �a���H :FfITEGT DA?E OF PLANS JOB PHONE � I We hereby su6mit specittca@ons and estimates far. •� ��... � ....�—__.�.�,�,.._�...._.._.....____._.__..�._.__.. ......_... _...._._._._......___._.�..____.....__..__._..__.____._�.________�'°�'.1...�._. .�_. _. � ..w._...._.._._.. . � ��_.__ �� �._.__.��--�.��_ . ______._.______.__..___._.---._......_.._._.__..___.._.___._�....__—.��....�:�...____._._.�...___. _.. . G�x.._�..��...._��-__ .�..________._._ .__ _____.___._______.____..__..�...__.._..__�`_._._��_-' ..�.�_________.__._. ! ` `� —� �,.. , '�............. ........__._...__...,._........._..___......_..._. ...... ._._......_.n..�.____.._�...__M_____,....._.______._____..___.__.__......____._ ��..-=:�.�._...�.._��...�.�. � � �� ����a. - ��.,L� � ....._.__...�..____ .._.__. _____.___.___._.___..w.___. _. _.. _ . _. .___..._.___._._._.___.�.__.._._....__...__....__.__.__._....__........._._.._._____�._._.___..__.___._.__..�.__...._.___.__. . � � _.���-_..._._�.__.__�________�.__.__._____.__._..�.__._______..�..._.�..._�__._____.__._.___.___________.._____..__�.____.... �-� _.�,.________w..�..._._ .. M..�� ._ �._��'�-'..�i�._. .�._...�._.��_____�.�...�__�...__..._..__�._ .___.. _.�.___.___.�..._.._.____.__��.. _____.......___..�._... -.� .__ _.__ .. �..�.___w__...__��?-___..._....__�._.�.Y...__.__...._.�__....... .____._._......_.�_.__..____._._...._........__...__........._.__...._..._._..___.��� ._..._____ �,�►,.��.���-'...�.__.��..-_�.....________�-._..__ ....__-..__.�1�'zt=�._�-�= � __._.w__.�._.�.. ��...�. ��...�.t�.�____.����~�—� .�.._ �.____....________._.._____.�..__.w_.__._.._..._.________.-�.�.�?�.__..__.__._____.._ _ .�__�.._._..�. ,��_w._.._...1��1..�_..�.:....._.__w.__.._____.._.._..._..___ ..._w......._...__.__.___._._.._..._.�_�_._..�Z-�`l�!___�. ���. �r � ._�.._.___.___.. __.__._._____._____�.._._._._.�...._....._._ l��..0►__ �._._....�_�._..... �� .�...__..__....___.�._w�._.._ , �_ .._.__....._......_ t �_______..__._._______. _. . _.____________._.__..�.._.__.______. ._..._�...�._____.___.___.._..____ _._.�..__..___�...__..__._.�_______. - _I._ �.... iD!� C hereby ia terial a labor—complete in accordance with above specifications,for t e sum of: ! {� +dauars($_ �_—}. Pa M ;tre rna t o . I All unpai�tl balances subject to 1.5°lo mon�hly inter$st fee, I I All materiall is guarantead to 6e as specified.M worh to be completed En a woikmeniNce . d mannar aoCotdtng ro sfandard prac�ioes.Asry atteratirn�or devtatlax from atwve�� Si � involving e�tra costs wiu be executed onry upon written orde►s,and wiil 6ecome an charga.aver and a6ove tlie�+stimate_A�agcecments contin�ent up�stdlces.accidenfs ' or delays tieyond_our camol.Owner to Carry fire,mmado and other neoessary i�surance. Not9:This propOsal maY� = i our workers are,fut�y covered 6y wari�annar►'s Compen,atian tnsmanca. wiihyirawn by us if not accepted v�nthin days. � y II . i II � ��CI' �it�ItC� 10� �101���t�£�—�ct,e a�prices,speciscations ; and conditions are sa6sfactory and are hereby accepted. You are authorizecf Sig�'atura tn do th�work as specified. Payment will be made as outlined abave. ,: ; Dats at Acxeptance: Stgnature . �� _ __ �I ' - -- - - ' - _ — _ - -- _ � � , I � � � ��s"�o _ I h�� ���;�' �'V :r:. .,�s,;�-- �5.,:_, •Y,'.,£`.��i9Xj��"�`i3��r-�.r..aih ���:•��'^ I �fr...��.+,a 'i�''�:-�� -�" � .� 9�-�-f' y��� . .���, y; f+`. � ,, ,_ ; j City of Zephyrhills � BUILDING PLAN REVIEW COMME TS � ���'�-C� ��``'�/ ���1 Contract�r/Homeowner: /� ry 1�� _ Date Received: �/ �– /�$'—/(� Site: � � �� Permit Type: ' (� �/' ��.���Q; , I . Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ i I i I � I � i I � I ' I I � � This comment sheet shall be kept with the pernut and/or plans. ;� ���/�_ , Kalvin S ' ' z — an Examiner Date� Contractor and/or Homeowner � (Required when comments are present) I � i � � i � - i IIUIIIINllllll!lIIIl11111lllllldllllllllll!llll!!I!!!!l1�� � FSC Pians 2026175464 �. , T'loridaI '&Engineering _ 4� 6272 AbbnttSt2tlon Dr. Rcp t:1813584 Rec: 10.@0 �uilding Uni#10i � DS: 0.0@ I7: 0.0@ . �dll ��.����2 11f04/2018 E. M., Dp{y Clerk � f� Pert»it No, ii P2irce!1D No , i ° � NOTICE OF COMMENCEMENT Siate ot �� �{�'..S�n Caunty of_ ���15�K�..! , • I I - . 7HE UNDERSIGNED hereby glves notice that impmvement will be made to certain real property,and In accordance wilh Chapter�13.Flodda Statules, the fa{lawing inttjimatian is pravided ia 2his NottCe of Commencement: �.5 h �r,,�� � i. DesCriptian of Property: Parcei Identificafron No, a�:�� �«�J�t1lJ.3 d'—�C..+C.X1�"'JZ f C� Stree4{IAddress: �X��(7 !1/Lte��r �i`[]��'� _ �G��t+.�/"�i!��S �' �35�/a1-- I z. Gene f�!Description of 1m{srovement��r ���+YYt lYfY f7 t�!l5 Gj� .���'"u �' Ga�Cf rT� II J 3. Owner Infameation or lessee infanna6an it the essee contracted iorthe imptpveme�t d L S G.G-c �vr� P.c 1o���r'/ ,�,'��i���rtic 12� �S"7`c� 1331c� scr��'fsa��f� Z �'S�'! I Addre�s ,,„ City State � Inlere�t in Property: �!�e� � 4 Nam IIa1FeeSttnple'iittehdtder (If dfHerent fram Owner iisted above} 4. Addre'ss__ � t� �� /uKt t i�(f IZ� Cily Slale .- � [ �/�e �i� J/Cii+-L 7'Zd �P1J�,�`�i!` /.� � ���'�'t' � Addt�ss G'ty� Stale � Cantrpcior's Telephone No.. ��" 7���7.�a� 5. Surelll �I Name t Addr�Iss City Skate � AmOUInt of Bond: 5 Telephone No.: Q � W S. lend i,r. ���,�, �,� � � ' � Name ��� � � y„� � � Addre'ss City State � ,,,,_ � � f��� 0 � lend�r's Te3ephone Na. ���� ,t � � � 7 Pers Ins within the State oi Florida designated by lhe awner upon whom notices or other documeMs may be sarved as provided by � � �� � � � I{ Sectl�n 713.13{1)(a)(n,Florida Sletutes: �� Y � J � � � � � �ti�U � Nam � � � �O�� ; Addr ss Cify State � �,,.Q!.t!(] � 3 Telephone'Number of Designated Pe[son: �� �� � . w � I Z '. J e. En a diNon to himself,the owner designates o1— � �` . ��Q '' I So receive a copy otthe Lienor's NaHce as provided in Section 713.13(i)(b},flarida Sta{utes. (t„ � u- U TelepIIhone Number o(Person or Entity Designaled by Owner. o ��' ��_ �W 9. Expi ti4stion dafe af Nntice of Cammencement(the a�iration date may aat 6e befflre the campiatiar�of canstruction and finai payment io the � � � �} �? � cont ii dor,bul wi�l be ane year hom Ihe date oi lecordng unless a diHerent data is specifled): �' O O (� � � WARNING TO pWNER: ANY PAYMENTS MADE'BY THE OWNER AFTEft 7HE EXPIRATION QF THE NOTICE OF COMMENCEMENT � �" 2 � fn i AR�)C6NStpEf2ED iMPf2�PEF? PAYMETlTS UNDER CHAPTER 7t3, PAt2T 1, SECTION 713.13, FlOR1DA STAI'UTES, AND CAN (,V (/j Q�� Q , RESI}LT IN YOUR PAYIAIG TWiCE F£}R IMPi20VEM£NTS TO YOUR PROPEi2TY. A N07ICE OF CL7MMEPtCEMENT MUST 6E � -�^ �_.. � wIT�YOUR lEN ER OR�N ATT R EY B�EFORe�OMMENCING WORK OR�RECORD NG(YpUR NOTiCE O COMMENCEMENTS��7 g.�.. ��� � � I LtndBlr penalty of petjury,1 dedare that i have read the faregning nrsifce ot camm+eruement and Rhat the(acts slated therei�are tr�e to the best � � ~ d �� �- p � ; of my knovAedge and be3�ef. � i S7A7EOF FLIpRIDA [`�`, (\'�� �,�, �' � COUNTYOF �RSCO ��'h-��6`� �" ^^��b"«" �`_p'�� .g � � If Stgnature of Qvmer or Lessee,w Owners ar Lessee's Authorized Qa� OKcedDiredorlPartnerndanager �'� � , : � � � Signat6ry5 T�#letOtfice �„� � r'��� �� � Oc�ob•r y � r. � � The foregoing i�strument vias acknawledged before me lhis day af ,20��.b � ' � � �i�6 6 f as (type of authority,e.g.,officer,trustee,aHomey in tad)for � .xt'� ''`�i � 4 0 � ° LT �V t fl �. {����'C� {n me o o t!of whom tnsfmmeni was executed}. � � .,;�� Personally Knlown O OR Produced Identi(iwtion� Notary Signature' �� �� Type of tdentilication Pmduced 11L Name{Pr'ust} �•( S� ��-� � , �n ; :i ?j}' ppUlfi S tl'NE1L,Ph.O PRSGO CLERK & COMPTROLLEF ��� w ` � � 1it0412016 12:58am 1 of 1 �r WENDYJ,PARgQ,g OR BK 9453 p� 595 _ �'"�"'�8"� �STATE pp�Lp�QA . Comm#FF175178 �j EXpit9S 3t21'2018 ' wpdalalbcslnoticecammencement�c053048 • I � i � � ��/� �`3� I ��c��-� a y-a�-��-0�3� -o�o-�.zi a - .`�l�f'�s?'��� i 3�s P� � tc Q�.-� /�c�s~e,> `-'�' ""`��`��`��t� �l . 33 3.3sy� ; I i �/ 1ue�.�Ca--k.��._ . � i � , �- � � Sfl I � � �► ' � r� �3 � � � � , �r�v�vs�D � / I 3 �(� . • Yl'� 0 ---- � i GotiLcr�'�-� � ' � iy` - l , i / � /II'b�)ASP� ; � �LUp}�s� , � I / l��i°Ei 9 n �'1( i���5 / I ��'t`St��},S �q ��.r � � � ' C onc v'��t.. � �Jl � , YYt OG�' I , � \ I�•`�� � � ' � ,6� a � � �, l�ro�osp� � � , y � �t V'�DM \ I i�" / � �rib'�ikS l�a � i � % 1 Gok c�e'�-� •� � �b � 1 � ' � 1 ) � � � � �.�.�..._ `! a j �v i '� ��f5�-i.kS REVIEW D/�T' `'/�/� �/ ` Cdy��,�1�. CITY����P Y HI S 1,� � PLAN �?�$(V11 �f�irn�� . , � : _3 . a� , � , � �� �l.l�Wp�i��k�Al,I��C� �L WIgF� ,�� G PREVAILING EODES � __ _____ _ _ _`__ __ � FLORIDA BWLDING C_ D , � t CITY OF ZEPH �C COi�E,ANI� ,S(� - YBkflLi.a�.jR�iN�•� ;:S _ _ • �`Z�'�/' °�S e �'✓/`. - � I �. i -� " ��"'�'R'�lo �Ida�uilding Code Online ' Page 1 of 3 � . � � , I �z;_�...� - ' ' � ' + � . + ` • I • �'; ��,a : .:• .:-.� _. L,� " I F���?I�n�rfinentpf BCIS Home � log In ;User Registratlon � Hot Topics � Submit Surcharge E SWts&FaGs j Pubilcatlons j FBC S�H � BCIS Site Map � Llnks � Search ; = Busines�� . . � PrO�QCcI I Prodact Approval . , `'Ja USER:Public Usu� I Regulation Produc[Aooroval Menu>Product or Aoolfcatlon Search>Aoolication List>AppllcaUon DeWIi .� « , �# � FL993-R12 � ,. qR3 .`f , Appiicatlon Type Revision , Code Version 2014 � Applicatfon Status Approved ' I - *Approved by DBPR.Approvals by DBPR shall be r�vfewed and retified , by the POC and/or the Commission if necessary. , � �� i Comments � � Archived ❑ Product Manufacturer • Kinro,Inc AddressjPhone/Email 2703 College Ave. • Goshen,IN 46528 (574)535-1125 rmanthey@Icil.com � Authorized Signature " Rick Wright � • rickw@rwbidgconsultants.com � I , Techntcal Representative � Address/P.hone/Email � Quality Assurance Representative ' Address/Phone/Email. , Category Windows � Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Ame�ican Architectural Manufacturers Association Validated By, Ryan J.King,P.E. � µ Q7 Valfdation Checklist-'Hardcopy Received � I Referenced Standard and Year(of Standard) �tandard Year AAMA/WDMA/CSA S01/I.S.2/A440 2008 I Equivalerice of Froduct Standards Certifled By � r I Product Approval Method � Method 1 Optfon A Date Submitted 02/24/2015 I _ Date Validated 02/25/2015 � Date Pending FBC Approval I Date Approved 03/02/2015 � htt,ps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%2... 7/3/2015 � , � � � � i . _ � �lorida Building Code Online Page 1 of 3 � -- � , ` � R ► � i 1 t � ' � s ! , rr��r�� � . F�(jda �a�*��d BCIS Home �Log In i User Registratlon E Hot Topi6 ; Submlt Surcharge � Stats�Factr � Publiottons ; FBC Staff k BQS Site Map � LIn16 � Search i � � Bu'sines . � prO�nsC� I Produc!Approval ; � U G a � USER:Public User Regulatic�n Produd Avoroval Menu>Produc[or Aoolicatlon Search>AoolicaEion List>�Applfcatlon Detatl - � • FL# FL1435-R16 � Application Type , Reviston , Code Version 2014 I Applicatfon Status Approved • . *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. �� Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email y 1070 Technology Drive � . Nokomis,R 34275 (941)486-0100 Ext22318 ' druark@pgtindu§tries.com � � , � Authorized Sfgnature - Jens Rosawski - � ' - jrosowskf@pgttndustrles.com � I Technical'Representative ]ens Rosowski Add�ess%Phone/Email 1070 Technology Drive • Nokomis,FL 34275 (941)486-0100 Ext 21140 - jrosowski@pgtindustrfes.com . I Quality Assurarice Representative i Address/Phone/Emafl . Category Windows � Subcategory Single Hung . Compliance Method . Certification Mark or Listing � Certification Agency Keystone Certlflcations,Inc. Validated By Steven M.Urich,PE � Validation Checklist-Hardcopy Received I Referenced Standard and Year(of:Standard) Standard Year ; AAMA/WDMA/CSA 101/I52/A440 2011 ! AAMA/WDMA/CSA 101/IS2/A440 2005 �� AAMA/WDMA/CSA!OS/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 • 2002 � . � Equivalence-of Product Standards , � Certified By ; , i i II - I t,Il...ii....,..,ct,...:a.,i.,,:�a:�,. ,.,,,.i.,i.... ...... a+� ..�„�..o.......,.,,.-..,n_�t�vn..,�r�,,.,�r�rrr•rrr;.rrnri �i���nic - I • � i Florida Building Code OnlYne Page 1 of 2 ; � I . � - =- - ; ., , � ` : ; ' � � ' • + i � , � _ �"i�'�r�'� . F�.(��nar;m��c( BCIS Home ; Log In i User Regist2tlon i Hot Topics i Suhmit Surcharge ' Statr&Fads � Publicatlons ; FBC SfaH"�� BCIS Site Map 3 Links � Searth ; , h,.,., Busines � . - � - Professi��l �� ProductApproval �USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>AooBcatlon List>Appilca'Uon Detafl . , , � • � FL# FL12500-R2 , j Application Type Revision Code Version 2014 , I Applicatlon Status Approved • , � Comments � � Arch(ved p I , Product Manufacturer Norandex Buildtng Materlals Distributidn Address/Phone/Emall 300 Executive Parkway West ' Suite 100 Hudson,OH 44236 (740)323-1787 i ' Christine.Watson@norandex.com ' I Authorized Signature � Christine Watson - j Ctiristlne.Watson@norandex.com � TechnicaLRepresentative Christine Watson I Address/Phone/Email 300 Eicecutive Parkway West Suite 100 � - Hudson,OH 44236 ; , .. (740)323-1787 � Christine.Watson@norandex.com � .. i Quality Assurance Representative • ° � Address/Phone/Email ' Category Panel Walis I Subcategory � Siding Complfance Method Evaluation Report from a Florfda Registered Archftect or a Licensed' I Florida Profess(onal Engineer ' l� Evaluatfon Report-Hardcopy Received Florfda Engineer or Architect Name who developed Robert Nleminen ' the Evaluation Report Florfda Ucense PE-59166 Quality Assurance Entity. Architedural Testing,Inc. Qualtty Assurance Contrad Explration Date 12/31/2015 - Valldated By John W.Knezevich,PE C�Z1 Validation Checklist-Hardcopy Received � Certificate of Independence FL12500 R2 COI 2015 OS COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year • ASTM D3679 2009 Equlvalenee of Product Standards � Certified By . Sectlons from the Code i ��'�'1'�[�•�%IT<S1Si1T1/InAO�111��1T1lT l�TlT�YlY�t1Y �011T1 ��'� �eriv7naram—cx��',FVXCIurtTlnir('T�QIV]CI lal""1� //l//I1� 7 I � �� I �'lo 'da�Building Code Online Yage 1 ot-"L � °�,,a - ;:i;= '_ � • - ' i ° � � 1 � � ' i � i � • p' �/�.:..,� � _ 1'�fidiii�iil�t2iiliitSiSii�G1� I �����(p2;��G( BCIS Home � Log In ; User Registratlon i Hot Topfcs t Submit Surcharge � StatS&Facts � PublimUans : FBC Staff { BCIS Site Map � Links ! Search ; , - Busmes : � Professi� I � �a Product Approval � � USER:Public User Reg;ulation � � � Produd Aooroval Menu>ProduR or Aoolication Search>Aoolication List>ApplloUon Detail i � r � • FL# FL161-RS Application Type � Revision - Code Version 2014 ' Application Status Approved I . � Comments I Archived p ` I Product Manufacturer Custom Window Systems Inc. II Address/Phone/Ema(I , .. 1900 SW 44th Avenue ' I � Ocala,FL 34474 - -� (352)368-6922 - � ekoss@cws.cc I Authorized Signature Koss Erin i ,.-. � , • ekoss@cws.cc - i - - Technical-Representative' �� Erin Koss � I Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 - ekoss@cws.cc Quality Assurance Represenfative ]ay Lathrop ' ` Address%Phone/Email 1900 SW 44th Ave. � � � Ocala,FL 34474 � � "' `. - � (352)368-6922 Ext 291 i . jlathrop@cws.cc , + Category Exterior poors Subcategory ' •�Swing(ng Exterior poor Assemblles Complfance Method Evaluation Report from a Florida Registered Architect or a Lice�sed Florida Professional Engineer C� Evaluation Report-Hardcopy Recelved Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Qualfty Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiretion Date 07/21/2020 Validated By Steven M.Urtch,PE I� Valtdation Checklist-Hardcopy Received Certificate of Independence FL161 RS COI EvalReo CWS-176E(Guardian Door).odf Referenced Standard and Year(of Standard) Standard Year AAMA/301/I.S.2-97 1997 ASTM E1300-04 2004 , i Equivalence of Product Standards Certifted By i Secdons from the Code � , I h ps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXh104... 7/3%20'15 � l General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR COMPLIANCE WITH ASCE 7-10&FBC 5TH f 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL EDITION(2014)RESIDENTIAL&EXISTING _ 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 AC!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 - - - _ ti. 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY - 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 CARPORT,SHED ROOM ADDITION&WOOD DECK BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. , 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. a.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH t AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 3/4'. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. - 2. RISK CATEGORY: II AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 3. WIND EXPOSURE: B PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. - -- - - 4. WIND LOADS: CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL INTERNAL PRESSURE COEFFICIENT: +/-0.18 ENGINEER OF RECORD: 7 OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. COMPONENT&CLADDING PRESSURES: A David W. Smith P.E RE 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3:8.9/-55.0 PSF CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.1 PSF FLORIDA LICENSE NUMBER:53608 a 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 LIVE LOAD ON WOOD DECK: 40 PSF RECOMMENDATIONS. - ASTM E 1300 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, 5. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL L. CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 Ti-,ThOma$ L. Hanson P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B WOOD DECK FRAMING WITH CONCRETE BLOCK PIERS ON EX SLAB,SEE ENGINEERING SPALLING OR OTHER DETERIORATION. ASTM C94 EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE FLORIDA LICENSE NUMBER:38654 ASTM C150 PROPOSED STRUCTURE. B.MASONRY: ASTM C33 6. SOLID ROOF TYPE: 3"X48"COMP.PANEL ROOF,FL 2291-R8 OR EQ. 1 ASTM C260 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 Mark Ronald Dunn,Jr.P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FLORIDA LICENSE NUMBER 73968 TYPE M OR S MORTAR. ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL Joel Falardeau P.E. F 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED i TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT - C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL - ALUMINUM STRUCTURAL MEMBERS Services,Inc. 2.SIM--SIMILAR MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A - - MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON—UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 4 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF •CONT-CONTINUOUS HOLLOW SECTIONS Zephyrhills fl 33542 0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD - - 2x2:--------------------- ---- 2"x 2"x 0.044" Phone:(813)788-5314 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: 3 x 2:------------------------------------3"x 2"x 0.050" 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" - STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com -. ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE email:erb@Ibcplans.com FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 CODES,LOCAL ORDINANCES,ETC. 2 x 4:------------------------------------2"X 4"X 0.050" 2.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(CHAPTER16STRUCTURALDESIGN&CHAPTER20 CONDITIONS. - OPEN BACK SECTIONS - - DATE: 5/05/16 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 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE: PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3: - - -1"x 3"X 0.045" 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 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER - 2 x 2 Sna -------------- ---2"x 2"x 0.045" RO 2 USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA x 3 Sp ~ - 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 nap:---- — — 2"x 3"x 0.050" RO 3 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES 2 x 4 Snap:----------------------------2"x 4"x 0.045" RO 4 "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND . - - - SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: SELF MATING(SMB) t VISIBLE WHEN PANEL IS INSTALLED. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:-------------------- 2"x4 x 0.044"x0.100,, PROJECT ADDRESS D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:-------------------- 2"x 5"x 0.050"x 0.118" - WENDY & DAVID PARSELS /. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM UNITS BUILT PRIOR 300 18-8,WITH STANDARD FLAT WASHER UNLESS MA T01994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 6 SMB:---- - - 2"x 6"x 0.050"x 0.120" MAJESTIC OAKS LOT 132 MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 x 7 SMB:-------------------- 2"x 7"x 0.057"x 0.120" 3850 QUAKER RIDDGE SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS, FL WITH ACQ PRESSURE TREATED WOOD. 2 x 8 SMB:--------------------- 2"x 8"x 0.072"x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2x9 9 SMB:-------------------- 2"x 9"x 0.072"x 0.224" �- 3.ALL CONCRETE SCREWS SHALL BE,SIvIPSON,HILTI,BAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:---------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR: TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE. - - - - - 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 450L17 IN ITS ENTIRETY. 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC 8310.1 - SUN STATE ALUMINUM, INC. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL I NOTES { I- I I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 5TH EDITION(2014)RESIDENTIAL&EXISTING - G 3"X48"X.O32" COMPOSITE PANEL ROOF, 12"X12" FOOTER W/(2) W/NEW RUBBER MEMBRANE OVER 3" 5 REBAR SEE ENGR. POLYISO. FOAM INSULATION ON ROOM 3"X48X.O24' COMPOSITE " ADDITION PANEL ROOF, FL 2291-R8 13-0 E 1 3"X48"X.O24" COMPOSITE _______ - / Il-� PANEL ROOF, FL 2291-R8 --------- ' 1 > " PROFESSIONAL ENGINEER SEAL 2X6 SMB 2X6 SMB o 0 I FASTEN 2X4 TO EXIST. HOST WALL ` SHED NEW CONCRETE °, I W/ 3" LAG SCREWS ® 12" O.C. ENGINEER OF RECORD: 2"X4" P.T. STUDS O 16" 7X5 7X51 37X5 O.C. FINISHED WITH VINYL r . I I 1EXIST David W. Smith P.E. SIDING ON SHED FLORIDA LICENSE NUMBER 53608. ---�� _ _ o [ : WOOD DECK oN I - Thomas L. Hanson P.E. 1O'-O" J16'-O" to I 0 BEDROOM F FLORIDA LICENSE NUMBER 38654 6'-O" 18'-O" �-I-- ROOM ON I WD. DECK Mark Ronald Dunn,Jr.P.E. WD. FLOOR FRAMING & I x ® FLORIDA LICENSE NUMBER.73968 BLOCK PIERS, S " _I _ ENGINEERING EE SIDE ELEVATION '� 0 • SCALE 1/9- - i`-0' _ - - - 00 - - BATH Joel Falardeau P.E. x --I-- is X FLORIDA LICENSE NUMBER 70667 = 8"1NX8"0 MONOLITHIC-- 2'-�0" w r FOOTING N I d FBC Plans&Engineering #5 DOWELS O 48 O.C. MAX. I_*_(2)37x51 36X8O 0 Services,Inc. 6" EMBEDMENT INTO NEW SLAB & 4" MIN. INTO EXISTING SLAB I I 36" LND 6272 Abbott Station Drive Unit 101 i Zephyrhills,fl 33542 ' -- EXISTING PARK Phone:(813)788-5314 MODEL Fax:1-(8661-824-7894 email:erb@fbcplans.com 3"X48"X.O24" COMPOSITE I I Website:www.fbcplans.com I I C.O.A-#29054 PANEL ROOF, FL 2291—RB 'I I CARPORT v0i DRAWN BY: W.P. m'I Iw EX. CONC. 0 DATE: 11/2/16 Oj N I Iz N REVISION: DATE: 0 coy _ EXISTING PARK 01 o rn a I Ix Di RO1 MODEL 00 ® 1 _ I- Iw 7X51 7X51 00 EXISTING PARK RO 2 [ t° MODEL I 11'-0" t8" 2X3 KNEEBRACE RO3 c N L ---I——OVERHANG ——— ■ W/2X4 SMB RO 4 1 ---------------------- -I-- o iMQQ{�flEtE $c— I - 1 0 r ALUM. HANDRAIL N I ;,, I PROJECT ADDRESS: f DRIVEWAY EX. N 12'-O' 13'-O" 13-O" 12 -O" I CONCRETE WENDY & DAVID PARSELS ' ' POUR 24 OF NEW T MAJESTIC OAKS LOT 132 REAR ELEVATION FRONT ELEVATION CONCRETE TO EDGE OF I - - 3850 QUAKER RIDDGE SCE. 1/8,ELEVATION SCAJ /8- - t,-o. EXIST. SLAB 1 ZEPHYRHILLS, FL CONTRACTOR: ( ) SMOKE DETECTOR COMPOSITE PANELS = R-12 110 V. OUTLET 3 POLYISO. FOAM INSULATION AND RUBBER SUN STATE ALUMINUM, INC. MEMBRANE - R-17.4 - SUPPLY DIFFUSER TOTAL R-3O e RETURN AIR E L WINDOWS: INSULATED VINYL FRAME. LOW SS PLAN/ELEVS - —_ • Z- 1' l _ -:...--.-a—ieL L i i -i:r.A _ — — TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES BEAM SIZE POST SIZE FASTENERS 017 KSI IHEREBYCERTIFYTHATIHAVEREVIEWED S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THIS PLAN AND FOUND IT TO BE IN "H" WALL T. "N" SIZE CAPACITY COMPLIANCE WITH ASCE 7-10&FBC 5TH 4" .045" .06" 2 3/8" BOLTS. NUTS. WASHERS 1720 LBS EDITION(2014)RESIDENTIAL&EXISTING - - - j 5" .050 06 2 3/8 BOLTS. NUTS, WASHERS 2 550 LBS 6" .050 .06 (3) 3/8 BOLTS. NUTS WASHERS 2 550 LBS 7" .055" .06" (3) 3/8" BOLTS. NUTS. WASHERS 3.500 LBS I : 7" .055 .09 (3) 3/8 BOLTS. NUTS, WASHERS 3 600 LBS ► I. FJ05I1Nc H05T5TRUCTURE _ 7" .055" .125" (3) 3/8" BOLTS, NUTS, WASHERS 4,500 LBS . F - - - ALUM.FLASHING INSTALLED UNDER - - _ 8" .072 .06" 4 3/8" BOLTS, NUTS, WASHERS 5500 LBS - DRIP EDGE OR FIRST ROW OF SHINGLES #12 X 4'SMS W/- - 8" .072 .09" (4) 3/8" BOLTS, NUTS, WASHERS 7000 LBS - - - - - 1.1/4"NEOPRENE - - .072 .125" (4) 3/8* BOLTS NUTS WASHERS 7,000 LBS I. BREAK FORM HEADER OR - - RECEIVING CHANNEL WASHERS @ 8"O.C.PER PANEL - - g" .072 .06" 4 3 8" BOLTS, NUTS. WASHERS 7 000 LBS � -- - - - - - - - g" .072 .09" 4 3/8 BOLTS. NUTS, WASHERS 8 900 LBS _ - #1DSMs@ .082 .125" 4 3/8" BOLTS NUTS WASHERS 9.500 LBS ' % f 8'O.C.FOR COMPOSITE PANEL - - - -- 10" .092 .125" 4 3/8" BOLTS NUTS WASHERS 11 OOLBS _ _- -_' NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER - SOLIDROOF - - ------- ------- _ SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED - - -- -•-------- 1 I PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD FOR COMPPOSITE PANEL = P R TABLE OLTS,WASHERS AND NUTS - - David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 L L 1 + FASTEN HEADER.CHANNEL TO FASCIA W/}'X2'LAG SCREWS @24'O.G.2 ROWS STAGGERED.STRIP MAY NOTCH FOR CENTER SEALANT BETWN.FASCIA&REG CHANNEL - OR EDGE OF POST 2X SMB BEAM PER PLAN Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER 38654 ALUMINUM POST PER PLAN Mark Ronald Dunn,Jr.P.E. FLORIDA LICENSE NUMBER:73968 ROOF PANEL TO HOST BEAM CONNECTION DETAILS ROOF PANELS TO BEAM CONNECTION DETAIL E Joel Falardeau P.E. FLORIDA LICENSE NUMBER 70667 • FBC Plans&Engineering Services,Inc. FASTEN INTERNAL OR EXTERNAL 6272 Abbott Station Drive Unit 101 CHANNEL TO STRUCTURAL WALL Zephyrhills,fl 33542 MEMBER W/4"OX2"LAG SCREWS,1 PER 2 Phone:(813)788-5314 Fax:1-(866)-824-7894 INCHES OF BEAM HEIGHT email:erb@fbcplans.com 21-3'8"O MACHINE Website:lvww.tbcplans.com BOLTS WITH WASHERS C.O.A.-#29054 _ OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN ASTEN CHANNEL TO SMB W/#10X4"SMS,1 EA SIDE SCREW PER INCH OF BEAM HEIGHT EX ROOF DATE: 11/2/16 11 GA.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES COMPOSITE PANEL - DRAWN BY: W.P. (4)3/8"LDT,CONCRETE SCREW FASTEN WITH#10x3/4"S.M.S W/2-3/4"EMBED. 3"MIN EDGE DISTANCE AT EACH CONNECTION PT. REVISION: DATE: ATTACH ALUM.BEAM TO II I 24" ---------------------- WOOD WAL ERN L W/14"Xl 'X 06 R01 r _T"" 'T"""i' j1S%SS.\ 1 rr t I CONNECT KNEE BRACE TO r •• is #5 DOWEL @ 48"O.C MAX 6"EMBEDMENT INTO NEW SLAB I WALL WITH.05""U"CHANNEL PROJECT ADDRESS: ' &4"MIN.INTO EXISTING SLAB OR GUSSET PLATE __ • a: . I ATTACHED TO WOOD FRAME WENDY & DAVID PARSECS • • •_ �' 4"2500 PSI CONCRETE SLAB WITH 6"X6"#10/10 WWM OR ( 3' WALL W/MIN.(3)1/4"X2"LAGS MAJESTIC OAKS LOT 132 3000 PSI FIBERMESH,OVER CLEAN COMPACTED,TERMITE I3850 8" TREATED SOIL I ZEPHYRHIALICLSR FL NOTE:MINIMUMEMBEDMENTOF I ANCHORS INTO CONCRETE FOOTING SHALL I EXISTING HOME WALL CONTRACTOR: BE 2-3/4"AT ALL POST LOCATIONS.ALL - - NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW SCREW LENGTHS AT POST CONNECTIONS SUN STATE ALUMINUM, INC. SHALL BE OF SUFFICIENT LENGTH FOR ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. REQUIRED EMBEDMENT INTO CONCRETE KNEE BRACE CONNECTION POST TO SLAB CONNECTION L ALUM.DETAILS F - CARPORT - - - - - - _ - - - - - I HEREBY CERTIFY THAT I HAVE REVIEWED - - - HEADERS SPAN JADK THIS PLAN AND FOUND IT TO BE IN - - - - - 0 BEARING WALL SIZE V. 5 D5 COMPLIANCE WITH ASCE 7-10&FBC 5TH - - -- - - - - - EDITION(2014)RESIDENTIAL&EXISTING 111 ATTACH ALUM. BEAM TO WOOD WALL SUPPORTING (2) 2'x4' 4'-4" 1 L W/13"X1j"X .060 MIN. INTERNAL OR COMP. PANEL ROOF (2) 2"x6" 6'-4' 1 EXTERNAL U CHANNEL — —— — — e (2) 2x8• 8-0" 1 — 2XH SMB p (2) 2"x10" 9—6' - 2 I,' FASTEN INTERNAL OR EXTERNAL CHANNEL TO STRUCTURAL WALL (2) 2'x12" 11'-6' 2 MEMBER 12 WIDE TPO REINFORCED MEMBRANE B W/}'fX2' LAG SCREWS, 1 DBL. HEADERS W/}" PLWD. SPACER, GLUED & FLASHING STRIP PER 2 INCHES OF BEAM HEIGHT NAILED W/16d NAILS 0 24' O.C. (2 ROWS STAGGERED) BREAK FORM HEADER OR z FASTEN CHANNEL TO SMB W/0104- sue RECEMNG CHANNEL SAS, 1 SCREW PER INCH OF BEAM HEIGHT PRODUCT APPROVAL CODE CHART ', SULATI R STRUCTURAL COMPONENTS RUBBER MEMBRANE ROOFING OVER t "_ 3" POLYISO. FOAM IN ON 17.4 SIMPSON SPI/SP2 FL10456 SIMPSON H10A FL71478 PROFESSIONAL EN INEER SEAL 3' COMPOSITE PANEL ROOF SIMPSON DSP FL10456 • = R-4 PER INCH SIMPSON SPH FL10456 [ ENGINEER OF RECORD DBL. 2"X4" WOOD TOP PLATE SIMPSON LSTA/MSTA FL010852 L' BEAM TO WOOD WALL CONNECTION David W. Smith P.E. FASTEN 3" COMP. PANELS TO TOP PLATE W/}' ALL CONNECTORS AND FASTENERS IN SIMPSON CSI6 FL10852 FLORIDA LICENSE NUMBER 53608 LAG SCREWS W/NEOPRENE WASHERS, 1}" MIN. CONTACT W/TREATED WOOD SHALL H EMBEDMENT, 8" O.C. 0 RAKES. BE ZINC COATED GALVANIZED STEEL WALL PANELS PLYWOOD NAILING NOTE: EXISTING OST OR SIMPSON 'ZMAX' ( ) Thomas L. Hanson P.E. NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. FASTEN REC. CHANNEL TO HOST BEAM W/4"X2" IN FIELD. ROWS OF NAILS SHALL BE }" MIN. FLORIDA LICENSE NUMBER.38654 LAG SCREWS 0 24' O.C., 2 ROWS STAGGERED. • STRIP SEALANT BETWN. FASCIA & REC. CHANNEL FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S Mark Ronald Dunn,Jr.P.E. FASTEN 2X4 TO EXIST. HOST WALLJ SPECIFICATIONS. W/ X3 LAG SCREWS 0 12" O.C. - FLORIDA LICENSE NUMBER:73968 NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16" WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) WITH AN t FASTEN 3" COMP. PANELS TO TOP PLATE W'" APPROVED WEATHER RESISTIVE BARRIER Joel Falardeau P.E. ROOF PANEL TO HOST BEAM CONNECTION DETAILS PLACED UNDER THE SIDING. LAG SCREWS W/NEOPRENE WASHERS, 1}' MIN. FLORIDA LICENSE NUMBER:70667 • EMBEDMENT, 12" O.C. 0 ENDS & 8" O.C. 0 RAKES. MEAN CEILING HEIGHT SHALL BE 7'-0" COMPOSITE PANEL ROOF, FBC Plans&Engineering CLOSE INSUL. PANEL W/ALUM. END CAP 2X4 BLOCKING FOR PANEL SPLICE Services,Inc. WHERE WALL HT. EXCEEDS PANEL LENGTH 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 i DBL 2"X4" TOP PLATE (ONLY NON—TREATED 2X4 CRIPPLES 0 16" O.C. WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE Phone:(813)788-5314 ! / Fax:1-(866)-824-7894 ! IMPERVIOUS MOISTURE BARRIER) email:erb@fbcplans.com DBL 2X HDR. W/1/2 CDX Website:www.fbcplans.com PER TABLE DBL. 2X HEADER W/3" PLYWD. SPACER OVER C.O.A.-#29D54 L WINDOWS/DOORS. SEE HEADER TABLE SIMPSON LSTA STRAPS OR EQUIV. ® DRAWN BY: W.P. _ _ INSTALL WINDOWS PER MANUF. HEADER/JACK CONNECTIONS INSTALLATION INSTRUCTIONS SIMPSON LSTA OR EQUIV. AT THIS LOCATION REVISION: DATE: 3" CDX OR 176" OSB & VAPOR BARRIER. RO 1 SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES, SEE NAILING NOTE RO 2 a 2X4 JACK, SEE TABLE VINYL SIDING RO 3 ATTACH JACK TO CONT. STUD W/16d NAILS 0 24" O.C. 2"X4" WOOD STUDS 0 16" O.C. SIMPSON STUD PLATE TIES OR RO 4 W/R-13 MIN INSULATION EQUIV. ARE REQUIRED AT A� PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO INSTALL WINDOWS/DOORS IN JOISTS W/2 STAGGRD. ROWS OF 16d STUDS PROJECT ADDRESS L OPENING PER MANUF. - - NAILS ® 12" O.C. WENDY & DAV1DPARSELS INSTALLATION INSTRUCTIONS - - - - - MAJESTIC OAKS LOT 132 FASTEN STUDS TO FLOOR FRAMING W/ 3/4 PT PLYWOOD - 3850 ZEPHYRHILLSR LIDDGE SIMPSON LSTA OR 20 GA.X 1" STRAP WD. FLOOR FRAMING & CONTRACTOR PIERS, SEE ENGINEERING R-13 MIN INSULATION FLOOR JOIST : UNDER FLOOR SUN STATE ALUMINUM, INC. L DOOR WINDOW FRAMING / WALL SECTION DETAILS WOOD ROOM ADDITION - - - - _ - - - ---  - - - --- - i lye-' ti_k-�: -ar,..a:.L1:r.3y —--i �.:La.lti i:u� a�..rl.is :u..�.r- = rL _.IkJ.t= :cJse.1:S ld2, ,!i'ua r: i..L L 1�1.�.� :1 _- - - - - I HEREBY CERTIFY THAT I HAVE REVIEWED PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN - COMPLIANCE WITH ASCE 7-10&FBC STH F JOIST SPAN (W) GIRDER SPAN (S) BASES - FL10649 ST TUR"L�"'P°NENTS EDITION(2014)RESIDENTIAL&EXISTING I - _ - SIMPSON ABA OR ABU POST .6 _� _ PT 2x6 9' MAX (2) PT 2X6 8' MAX SIMPSON AC, LPC OR LCE POST CAPS - FL10860 [ 8'-D MAX. SIMPSON H5 CLIP - FL10456 - _ 2X6 GIRDERS PT 2x8 1 2' MAX (2) PT 2X8 10' MAX SIMPSON LU/LUS JOIST HANGERS -FL10655 • SEE SPAN CHART PT 2x10 14' MAX (2) PT 2X10 12' MAX SIMPSON LUC JOIST HANGERS - FL11169 SIMPSON HETAI6 CONCRETE ANCHOR - FL11473 o• _ FREESTANDING DECK - DO NOT = - - _ _ _ = ATTACH JOISTS TO EXISTING HOME ALL CONNECTORS AND FASTENERS IN CONTACT _ _ - - W/TREATED WOOD SHALL BE ZINC COATED _ GALVANIZED STEEL OR SIMPSON 'ZMAX F FASTEN FLOOR JOISTS TO DBL. 16" a 1 I 2X6 GIRDERS W/SIMPSON H5 02: ' i ' DBL 2X6 — { PERIMETER JOISTS ~ N N Ow - fl(- -V In t X PROFESSIONAL ENGINEER SEAL ■ FASTEN FLOOR JOISTS TO DBL. FASTEN FLOOR JOISTS TO DBL. ENGINEER OF RECORD: 2X6 PERIMETER JOISTS 2X6 GIRDERS W/SIMPSON H5 - " T & G PLYWOOD SUBFLOOR (FOR F W/SIMPSON LUS HANGERS OR David W. E Smith P. . RM. ADDITIONS) GLUE AND SCREW o 1 16'-0" EQUN P.T. DBL. 2X GIRDER FLORIDA LICENSE NUMBER 53608 TO JOISTS W/#1 OX2" 6" O.C. 0 E , EDGES. 12 O.C. IN FIELD TYPICAL FLOOR JOIST/GIRDER LAYOUT ASTEN FLOOR JOISTS TO DBL. Thomas L. Hanson P.E. DECK MAY BE CONSTRUCTED WITH 2X6 PERIMETER JOISTS W/SIMPSON LUS HANGERS OR FLORIDA LICENSE NUMBER:38654 • JOISTS RUNNING PARALLEL OR EQUN PERPENDICULAR TO EXISTING HOME 2X JOISTS 12' Mark Ronald Dunn,Jr.P.E. 1/2"0 WEDGE ANCHOR W/ oPr.� PERIMETER JOISTS III VFLORIDA LICENSE NUMBER:73968III 3" EMBEDMENT INTO SLAB ALUM. TERMITE SHIELD ,' �` © EACH PIER C y 1 1 EXISTING SLAB Joel Falardeau P.E. I a FLORIDA LICENSE NUMBER:70667lit AUGER ANCHORS ® 8'-0" O.C. MAX. _I �_ _ SECURE WITH ASTM #123-89A FBC Plans&Engineering STRAP OR EQUN- OVER GIRDER Ill i Services,Inc. 6272 Abbott Station Drive Unit 101 — — Zephyrhills,fl 33542 L1 - PT (3) 2x12 S AIR STRINGERS BLOCK PIER AND ANCHORS Phone:(813)788-5314 _ - -"VFax:1-(866)-824-7894 PLAN VIEW email:erb@Ibcplans.com Website:www.fbcplans.com t PICKETS SHALL NOT ALLOW GO.A-#29054 IL A 40 SPHERE TO PASS. ' DRAWN BY: W.P. TRIANGULAR OPNG. SHALL NOT ALLOW A 60 SPHERE TO PASS. • n I I 2X2 ALUM. HANDRAIL REVISION: DATE: 0 2X2 ALUM. NEWEL POST I I POST RO 1 e F I II II I i _O• MAX. RO 2 k[[ J V) - - - - - F - - - II II z x PER FBC 311.7.8. 4 OR MORE RISERS PICKETS SHALL NOT ALLOW A RO 3 1 II ii REQUIRES A HANDRAIL t 4"0 SPHERE TO PASS. RO 4 • _ - - r`ri n TOP/BOTTOM RAILS TO POSTS W/ 2X TREADS FASTENED TO STRINGERS W/(4) 1 1/2"x1 1/2" x3/16" ANGLE PROJECT ADDRESS: = 16d NAILS 0 EA. CONNECTION POINT W/ (2) EA FLANGE i 10x3/4" TEKS WENDY & DAVID PARSELS 4" 2500 PSI CONCRETE PAD MAJESTIC OAKS LOT 132 I 3850 QUAKER RIDDGE � t ZEPHYRHILLS. FL f RISER HEIGHT = 7 3/4" MAX. PT (3) 2x12 STAIR STRINGERS HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT FASTEN TO DBL 2X PERIMETER JOIST - P 2"X PERIMETER JOIST [ ti EXCEED � W/SIMPSON fLU210 OR EQUN. PER PRE-MANUF. WELD CONTRACTOR: r - TREAD DEPTH = 10 MIN- (NOT INCLUDING NOSING) MFGRS SPECIFICATIONS BASE, ATTACH PER MANUF. A NOSING NOT LESS THAN }" & NOT MORE THAN 1 V SPECS. OR (4) j"0X2}" SUN STATE ALUMINUM, INC. - » SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. LAG SCREWS FOR WOOD L t , DECKS _ EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11" WOOD STEPS & ALUMINUM HANDRAIL ALUMINUM POST & RAILING TO DECK CONNECTION Roots ADDITION WOOD DECK FRAMING r - •1 1 .1 f t t i - I" I.1.•t' l i - I J d }," - - _ '- - - - -- _ - - _ _ . _ _ _ - - - - llaii - 4d.i1 `a3.::1w� -� -`� Yl '+1. j;, u• �.L�u3r {.Af,i,.�ili�:� - � .'Cit1:.�aliV.ii 'i - - - - - — - _ - - - - - - _ - _ — - - - - - _ _ I : I HEREBY CERTIFY THAT I HAVE REVIEWED PRODUCT APPROVAL CODE CHART - THIS PLAN AND FOUND IT TO BE IN x - - - - - HEADERS SPAN COMPLIANCE WITH ASCE 7-10&FBC 5TH STRUCTURAL COMPONENTS 0 BEARING WALL SIZE W. STUDS EDITION(2014)RESIDENTIAL&EXISTING - SIMPSON SPI/SP2 FL10456 SUPPORTING (2) 2"x4" 4'-4" 1 D!'/ SIMPSON HIOA FL11478 COMP. PANEL ROOF SIMPSON DSP FL10456 (2) 2'x6' 6'-4' 1 _t 1 SIMPSON SPH FL10456 (2) 2x8 8'-0" 1 SIMPSON ABU/ABW FL10849 (2) 2x10" 9'-6 2 SIMPSON LSTA/MSTA FL10852 (2) 2"x12" 11'-6' 2 j EXISTING HOST STRUCTURE SIMPSON CS16 FL10852 DBL HEADERS W/}" PLWD. SPACER, GLUED & _ - ALUM. FLASHING INSTALLED UNDER NAILED W/16d NAILS ® 24" O.C. (2 ROWS DRIP EDGE OR FIRST ROW OF SHINGLES STAGGERED) _ ALL CONNECTORS AND FASTENERS IN WALL PANELS (PLYWOOD) NAILING NOTE -: tt BREAK FORM HEADER OR CONTACT W/TREATED WOOD SHALL _ RECEMNG CHANNEL BE ZINC COATED GALVANIZED STEEL NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. 1�� _ _kkk - - 10 SMS OR SIMPSON 'ZMAX' IN FIELD. ROWS OF NAILS SHALL BE }" MIN. If _ 8' O.C - / O FROM PANEL EDGES. PLYWOOD SHEATHING PROFESSIONAL ENGINEER SEAL ` --. FOR COMPOSITE PANEL SHALL OVERLAP BOTH TOP & BOTTOM PLATES. F I ALL FASTENERS NAILED PER MFG.'S I - - ENGINEER OF RECORD ------ r�-_� , SOLID ROOF t , SPECIFICATIONS. h S P.E.W.Smith NOTE: VINYL SIDING MUST BE INSTALLED OVER David A MINIMUM 7/16" WOOD STRUCTURAL PANEL (MIN) , , FLORIDA LICENSE NUMBER 53608 I __ APPROVED WEATHER SHEATHING (PLYWOOD OR OSB) RESISTIVE) WITH AN I BARRIER PLACED UNDER THE SIDING. Thomas L. Hanson P.E. j II f 10 SMS 0 8" O.C. FLORIDA LICENSE NUMBER:38654 1 I i FOR COMPOSITE PANEL . . . FASTEN REC. CHANNEL TO HOST BEAM Mark Ronald Dunn,Jr P E ' : j I ROWS STAGGERED. STRIP SEALANT FLORIDA LICENSE NUMBER:73968 ... BETWN. FASCIA & REC. CHANNEL 12 FASTEN 3" COMP. PANELS TO TOP PLATE W/}" LAG SCREWS W/NEOPRENE WASHERS, 11" MIN. 1K1-- FLORIDA- . V 'J EMBEDMENT, 12" O.C. O ENDS & 8" O.C. O FASTEN 2X4 TO EXIST. HOST WALL Joel Falardeau P.E. I I W/}"X3" LAG SCREWS 0 12" O.C. RAKES. LICENSE NUMBER.70667 DBL 2"X4 TOP PLATE (ONLY NON-TREATEDROOF PANEL TO HOST BEAM CONNECTION DETAILS WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE FBC Plans&EngineeringIMPERVIOUS MOISTURE BARRIER) $erV1CeS,IriC. DBL. 2X HEADER W/r" PLYWD. SPACER OVERSP2 OR H4 6272 Abbott Station Drive Unit 101 WINDOWS/DOORS. SEE HEADER TABLE Zephyrhills,fl.33542 V _ 2X4 BLOCKING FOR PANEL SPUCE Phone:(813)788-5314 INSTALL WINDOWS PER MANUF. WHERE WALL HT. EXCEEDS PANEL LENGTH il Fax:1-(866)-824-789ns.com F 4 INSTALLATION INSTRUCTIONS ema :erbCa fbcpla 2X4 CRIPPLES Website:www.fbcplans.com i { O 16" O.C. C.O.A.-#29054 DSHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES, SEE NAILING NOTE DRAWN BY: W p W/11%2' CDX PER TABLE " CDX PLWD. (OR APPRVD. EQ.) FINISH W/ DATE: 11/2/16\JIVINYL SIDING - - 2"X4" P.T. WOOD STUDS O 16" O.C. REVISION: DATE: i (NON-P.T. WOOD MAY BE USED 6" ABOVE GRADE) SIMPSON LSTA OR EQUIV. AT FINISHED WITH VINYL SIDING ' RO 1 THIS LOCATION 2X4 P.T. BASE PLATE Rot }"0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM SP1 OR H4 R03 E 2X4 JACK, SEE TABLE CORNERS, 6 FROM OPENINGS AND 24" O.C. RO 4 i L ATTACH JACK TO CONT. STUD W/4" MIN. EMBEDMENT & 1 "1j" MIN. EDGE DISTANCE TYP. W/t 6d NAILS ® 24" O.C. 4" 2500 PSI CONCRETE SLAB WITH 6"X6' 110/10 WWM _ (OR FIBERMESH) OVER 6 MIL. POLY VAPOR PROJECT ADDRESS: PER R318.7 GRADE r ' '•"- BARRIER W/EDGES LAPPED 6" & SEAMS TAPED. - p' / \/ OVER CLEAN, COMPACTED, TERMITE TREATED SOIL _ { ' CONCRETE BELOW _ \yj /r FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & 81809.4. WENDY & DAVID PARSECS INSTALL WINDOWS DOORS IN GRADE PER R403.1 ti / \��j \ \j /� / \ / 3 50 QUAK RSRIDDGE32 OPENING PER MANUF. ` INSTALLATION INSTRUCTIONS ZEPHYRHILLS. FL [ , SIMPSON DSP r� ' CONTRACTOR: III0R EQUIV. WALL SECTION DETAILS SUN STATE ALUMINUM, INC. FRAMING FOR OPENINGS WOOD WALL FRAMING - V WITH HEADER t j SHED E I - - - - - - - 11 Ti -:;--- t a. •'- r p _ ••It y 1 I 1,- _1 �.. _�..I f. '�: %'1• ,,i:., i�. `:� :1 _ - - - _ - - - - -