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Home My WebLink About16-17632 CITY OF ZEPHYRHILLS . 5335-8TH STREEI' ' �sis��so-oo20 17632 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL PERMIT INFORMATION LOCATION INFORMATION Permit��:17632 Issued: 8/17/2016 Address: 37120 FOXRUN PL Permit�ype: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Propos�d Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: I 13,076.93 Total Fees: 157.50 Subdivision: SILVER OAKS Amount Paid: 157.50 Date Paid: 8/17/2016 Parcel Number: 03-26-21-0120-00000-0370 CONTRACTOR INFORMATION OWNER INFORMATION Name: PHOENIX BUILDING GROUP LLC Name: STEVENS RONALD & DORIS Addr: �4031 LAURAY DR Address: 37120 FOXRUN PL ORLANDO FL 32812 ZEPHYRHILLS FL 33542-0612 Phone: �(407)454-0303 Lic: Phone: 863-409-3910 Wo�k Desc: TERMITE DAMAGE BATH/KITCHEN AND BEDROOM APPLICATION FEES BUILDING EE 157.50 _ , � l � �� s , - � ��- � � Ins ectio s Re uired FOOTER 2ND ROUGH PLUMB MIS INSULATION CEILING FOOTER OND DUCTS INSULATED SEWER MISC. ROUGH E ECTRIC LINTEL MISC MISC. 1ST ROU H PLUMB PRE-METER INSULATION WALL MISC. DUCTS IN�TALLED WATER MISC DRIVEWAY PRE-SLA SHEATHING MISC. MISC. CONSTR CTION POLE FRAME MISC. MISC. REINS�ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local overnment 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.REINSPECTION FEES: NOTIC�: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may b� 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. "Wa �ning 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." Comp�ete Plans,Specifications and Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �_1--- � � �' °�/' ,�—� L �ONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . ' 81-7��o City of Zephyrhills Permit Application F��ea°°zti Buidirp DepeM�ent _ �/ 7 f�L��3� Dab R�cdved i � ^� /�+ v" V` � PhonoConlectlorPormltUn /-� -• �r-J . _ �-r-rcrr-rr - - i-rr 9`� ' Own�rs Name Roh&Doris Stevens pwn�r Phona Number 863-409-3910 Own�r�Addnss 37120 Foxrun Place-Zephyrhills,FL prrner Phon�Numbar � -Feo Simplo.Titloholdar Name Ownar Phona Number Foo Slmple Titleholder Addnss �oeannsess 37120 Foxrun Place-Zephyrhills,FL 33542 _ �oT� _37 8 38 sueawsioN Silver Oaks Phase One P�EL1ei�, 03-2621-0120-00000-0370_ � (OBTAINED FRUY PROPFA7Y 7Ax NO710E� WORK PROPOSED e NEW GONSTx� ADDlALT Q SIGN Q Q DEMOUSH IMSTAII REPAIR PROPOSED USE � SFR Q COMM � OTHER ---_-- - - 7YPE OF CONSTRUC710N BLOCK Q FRAME Q STEEL Q oesca�oN oF wowc Repair termite damage like for like to kitchen,bathroom and bedroom BUILD)NG 81ZE - - - -- SQ FOOTAGE 2.358 HEIGHT �� - �BUILOING S �3,076.93 _ VAlUAT10N OF TOTAL CONSTRUCTION �'��v QELECTRICAL S AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMHING = 1 � � ��G �� QMECHANICAL i VALUASION OF MECHANICAI INSTAIIATION �� QGAS Q ROOFING Q SPECIALTY Q OTHER Q' �p^ FlMSFEDFLOORELEVA710NS FLO00tONEAREA QYES NO _ ��Cl� Vi ) - - - �t S� - = s'U � /- ' - n�p BUILOER � • �� (COMPMIY � , t7 Y •� '�"' � � J V�? SIGNATURE n[-cisT�o !.ry cu �r,- Y7.N ' � Aedrose -- - - - - UeenaeX f'' JaC\3 ELECTRICIAN COMPANY - � SICiMATIJRE REtiISTERED -Y f N fEE CUNAEK "Y f N Add�as License* PLUMBER COMPANY - 51GNATURE �cusrEnm =Y1-N- - c�cuaaat YLN - Addnu Llcer�se* MECNAMCAL COMPANY SIGNANRE rsEa�s�qEu Y!'N FeE cunaen Y/N Addross Llcense f OTHER � COMPANY SIGNATURE r�isre�m Yl'N �curiaEH Y/N . Add�se Ucense/ - IIIIIIIItit111111I111111111t11I11111111111111111111t11111111i111111 RESIOENIIAL Atlneh�2)Pbt Plens;(2)eetc aT Bu➢�np Plens:(1)eet of Eneryy Forttis R-aW Pertnfi for new consW etlon, ' Minlmum ten(10)workinp deys eRer�mfdel dale.Requlred ondle,ConsWcUon Plens,Slnrtnwater Plens�rd SfR Fence inatelled Sa�ilary Fedllties d 1�mp�ter,SRe Wak Pertnll fot eu6dvCsfan�Jimpe prokds COMMEACIAL Allfld►(2)wmplate sets o!Bullding PNna plua e 1'r(e Safely Papa;(1)sat o1 Eneryy Fams.R-aW Aamit tor new wnspudlon Mhdmum ten(10)workk�p days eRer wbmittal dele. Requlred onslte,Conal�uction Wens,Stormwater Plens w/&IR Fence inslaikd, Sanllery Fedtkles 8!dumpster.Slle Work Pemtlt(or 611�ew ptojeGa.Atl commetciN requiromenls musl meet eompfrenee SIGN PERMIT Atlad�(2)sals af Enpfrteered Piane. ""PROPERTY SURVEY required tor e11 NEW cansW ctbn. plr�cGona:• Fdl out eppilcallon compblety. Ormer 6 Cenhactor�pn hack M appNcatian,notadzed If over S?500,a Notica o�Commenwmenl ls raqulnd. (A!C uppwdea over f7500) " Agent(tor Ihe contrador)or Power o(Atlortrey(ior Iha oxme�would 6e somaone with nole�ized IeUer trom owner aulhorizing se� OVER THE COUNTER PERM�7'T1IdG (copy ot mntriG raqulrad) ' Remois If shingles Sewerc SeMce Uppredes A!C Fences(PIoNSurvey/Foolaga) D�Iveways-Not over Counlar IT on publlc maAweys..needs ROW NO ICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" whi h may be more restrictive than County regulations. The undersigned assumes responsibiliry tor compliance with any app icable deed restrictions. UN CENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or con ractors to undertake work,they may be required to be licensed in accordance w+th state and local regulatians. If the con ractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation und r state law_ If ihe owner or intended contractor are uncertain as to what licansing requirements may apply for the inte�ded work,they are advised to contact the Pasco County Building Inspection Division—Licensing Secaon at 727-847- 800�. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign port ons of the"contractor Block' of this application for which they will be responsible. If you, as the owner sign as the con�ctor, that may be an indicatlon that he is not properly licensed and is not entitled to permitting privileges in Pasco Cou ty. CO STRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended�: If valuation of work is$2,500.00 or more, I cert�fy that I, the applicant, have been provided with a copy of the °Florida Construction Lien Law—Homeowner's Prot�ection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone oth r than the'owner", I certify that I have obtained a copy of the above described document and promise in good faith to deli�er it to the°owne�'prior to commencement. CONTRAC70R'SlOWNER'S AFFIDAVIT: I certify thffi all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land develapment. Application is hereby made to obtain a permit to do work and installation as indicated. I ce�tify that no woric or installation has commenced prior to issuance of a permit and thet all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. If I m the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this a�idavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plur�bing, signs, wells, pools, air conditloning, gas, or oiher instaflations not specifically included in the application. A pe it issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel, alter, or set side any provisions of the technicai codes, nor shall issuance of a permit prevent the Building Official from thereafter req iring a correction of errors in plans, construction or violations of any codes. Every permit issued 5haf1 become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if vuork authorized by the�►ermit is suspended or abandoned for a period of six(6)months after the time the work is commenced. M extension ma be requested, in wrRing, from the Buitding Official for a period not to exceed ninety(90) days and will demonstrate justi iable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. , WA NING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTIf. IF_YOU I_NTEND TO OBTAIN FtNANCING,CON T WIT 'YOUR LEND TT RNEY BEFORE�RECO OING:YOUR NOTICE OE:COMME CEMENT. FLORIDA JURAT . . 17.03) " -- � - --- - ` - - - OWt�ER OR AGE CONTRACTO ' '� � �5�� ub + bed and swo r o e Is Subs bed swo o(or affirmed)before e this __..��b G��F ��/ �s/are pe o alty,known to me or hasThave produced � {Nhi Is/a perso ally known to me or haslhave produced �/i�� C��as ldenUficallon. as tdentificatlon. . .. \ _ ��otary.Publ(c _ - - -=Natary Public Com No: - - = _ - - Commisslon _o - - - - - - - ' A i FEu��%Rz+lii : -= --=- ._ -. .. ..;:�.--. Narti of Notary lyped,printed or a ped ' Name ot Nolary ty d;printed or stamped - - �%'r,.,. : .. '�_ _ � "P�••. LEASA K.GILLISPIE � �' �- � ��ti�.�c.: Commission#FF928311 ,Y�",..., K�`THYG.STR� = � ' - — � * �� Expires October 18,2019 '�`� � MY COMMISSION&EE 846�90 -_ -, ^- "�^ P '� EXPIRES:November 1�,2016 I ��o, Bondad T!w Tfoy Fain Inwmnee 80039S7o1s �"��' o PubIIC UfIdE1WI�fC(S `~ - -� ^ �Rf�`tio,, HondedThruN tary _ J.ti _ " __..,.'"��'-�`'� � . �.��.,-,--- ': . ��P�� -��G �.� lllllllllllllllllllllllllllllllll{Illlllllllllllll9114141111 � � 2016106975 �l/� �Cd�he$ �'�Gs''�" ' ._ -- -- --- -- - ----� — - ��✓�l�e� �s Sjs.�3 �� PrmiitMo. PetcellDNo o�-2s2�-o�2a0000ao3�o . . � �l V1 0 _ - --, NOTICE OF,COIIABAENCElV1ENT _ __ _ - . .. - � ••-'v s�ate or Florida• - counry�- Pasco ' �m:� . . ,:. .�. ,�s:,. ; ' -�.• �-. THE UN�ERSIGN�D hereby givas nolice lhet impro�nent aA0 be niado�to certaii real proptriy,and in aao�dance�v�ilh Chspler 7t3,florida Slatutes, - �,�� lhe(ollowing irriortnallon'}s provided in this No6ce b1 CuminencrinenC"'-----'---- ;� �-,', .,.�a 1. Oesdiption oi Property: Pmcel Identificatlon No.�Iwx Obks Phese Once PB 28 PGS 48-49 Po�tion of lots 37 838 �'i� 01-: .J -- -- � - _ . .., _ --- _ � g�p,��; 37120 Foxrun Place-Zephyrhilis,FL 33542 -' ?�� N Z. Ge„��a„�i�7O1e,�„t Repair tertnite dam�ge liks r'or idce;Q kit,��n�hroom and bedroom ' �,� . -- — �� -�� . � 3 � f1 . �.. 3. Owner Infortnetion or Lessea intortnetlon if Ihe Lessea cor�ded for the fmprovement � • m� Ro�a(a 8 Doris Stevens �m� 37120 Foxrun��ace. Zephyrhilis F� .� m �� y Stale i,��,Pr�y: Praperty Owner � Name af Fee Simple 7ltlehotdrr � pr d�Freren�frcrn ow�t�wea anove) X � Phoenix Building Group LLC �y �� a. Contraaor. �\ _ 4031 LurNay�rive _ O�lando FL �� G�y Stale co�s rdephone No: 4�7-454"�303 5. Surety. N�J� •' p� Neme ' �1� . p�r Address Clty Slate , ��a Amount af Bond: S Teiephune No.: , �N o 6. Lender.� � ,� - ' _ ._ , �� - � -- - - - - -__ V .Fg'J�i/�� , Pieme ;•�;t, �.- , � _ � � _ • - �-� r Address•' - ' - .. ' - - ` • - �j-- _ -- -- State ,!,�/� � - Lend±ls TelepM1orsa No.: — N " . .. . o 7. , ' �..PErsoru wtthin the 6iats cf FSodtta de�satod•by Uie awo�upon.wtwm noUces or olher doaimems may�bo`s+erved'as prouided by '�� - �Section 1q19.13{t)(a)(�,Flotide SteWtes: ' ' . . -_ . _ , ._ . _ . ._ .__ I� � �ll� o � � . " -' , � r, f+r m _ � Address Ciry - Stete ��0 � Telephone Number M Designated Person:. . ~'� 1/�' � e. In ed�i6on lo hhnseH,the owner designates °�— ,�~ � tn recelve a capy o!Ure Lienots Notice as ptmAded(n Sedion 713.13(1)(b).Fiodda S1aWtes. ;� � 0 Telephone N�mcber o1 Person ar En6y Desi�ated by Owner. _ � 9. E.rylr�Uon dete ai EVoUce ui Canmencement(Ihe e�vallon dale may tmt bct bePore tha cornpletion of conslnlcti:n ma1 finel psyn�vd ta the � � cc�trarinr,b�ct will be one y�eer fiem tha date of recording unlass e olfferent dete Is�pedfted): _„__.,,�_ - - WAFiMPiG TO OYJNER: ANY PAYMENTS MADE BY THE OWNER AFTER TNE EXPIitAl70N OF THE NOTICE OF COMRAENCEMEhfT ARE CONSIDERED IIdPROPER PP:YA7EPfTS UNDER CHk?TER 713, PART 1, SECTION 713,13, FLORIDA STAMES, AND CAN RESULT IN YOl1R PAYING'NVICE FOR IhiPR01lEPl,EPlTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTEO ON THE JOB SITE BEFORE 7HE FIRST INSPECTION. IF YOU INTEkD TO OBTAIN FINANCING,CONSLiLT , WITH YOUR LEfJDER OR AN ATTORNEY BEFORE COMMEN�ING WORK OR RECORDING YOUR N0710E OF COMMENCEMENT. Under peneity of perjury,I declare Ihat I heve read Ihe foregafn0 no iffin ent end thet the fads ateted thereln are we io the bes! ot my knouledge and trellef. i�- - STATE OF FLORIDA COUNN OF PASCO . S' � of er or Lessee,M s or Lessee'c AtAFmrized ` , OfTic�r IredortPertrrei?.tensger s�gru�torysllu�romce " � �v� � The faegang InsUumef d wes etl:rtnwlesfged be/ore me this��4;y,of��' 20�bY as.• ---� cf auihor@y.e.�+. trusiee,etw e��n fact)tor (n�e w Mx u e s, ed}. Persunafty Knm�un�fZR P IdenBfica:i � No Slpnatu,e] 7ype of lderd"d�c.aUo�Prvduae��1�./S��.�. Nnine( ' t) � "�%� LEASA K GilllSPi� � :��= Commission#FF 92H311 ��x��h�° ��Oct�er 1�8,201B�g ao,� wpdatabes/noti ec+�ommena:men1�c053048 .._. �. —, '" .- " -.,...(_ } _ � ., - ' _" .�. � - " , . .... �� -.. �. ' .- � w .�. .. - ,.. . . '� � . .. ,-. ..,t...-.,�.�_,.�__ _. ... _. ._''" "__ ' _... _ ___'""_ ;� ��-��i�te+. � � . .. .�Y' i� -�{�'"r .- _ '. ,. .. .. - _..._ ._ "'. _ � �. ',Y .,,y,; ,.., , , ' , rv , _sil.. _ _ , .• .. �� STATE OF FLORIDA,COUNTY�F P,�SCt� �� a ��'�,� THIS IS TGCERTI.FY THAf THE FOREGOING I�� a A TRUE AND CORRECT COPY OF TH�.QOCUM�NT �rj�. �. • ,. .. � ON FILE OR OF PUBUC RECORQ IN THIS OFFICE � � WIT �' MY HAND AND OFFICIAI.SEAL THIS z} 0 7nGoQ��e 7'� • � y ^.. 2 dl �. , � ;c ... � . �� PA LA S.OD E�L�CL K MPTROL� � 1Sg� , � � . . BY ;- DEPUTY CLERK ,��,�� 1 City of Zephyrhills � � BUILDING PLAN REVIEW C011!IMENTS � , Contracto� /Hameowner: �� ' .� .. '� � Date Received: �� s�te: �3�� 't�'��r �/�/� , Pernut T e: / �i�/� ��/n - p Apprav wlno comments� Appraved w/the below comments: ❑ Denied wlthe below comments: ❑ � This co ent sheet shall be kept with the permit and/or plans. r �'�3-r - ' Date Contractar ancUor Harneowner �`�.��t (Required when comments are present) � Y �STEVENS Residence a7120 Foxrun Place � ephyrhilis, FL 33542 � uly 15, 2016 WILLIAM F. STUHRKE, PhD, P.E. FLORIDA P.E.#22150 12215 REBECCA'S RUN DR. WINTER GARDEN, FL.34787 (40�920-3119 �CITY OF ZEPHYRHILLS BUILDING DIVISION July 15, 2016 % PHOENIX BUILDING GROUP, LLC �4031 Luray Dr. Orlando, FL 32812 RE: iNSECT DAMAGE REPAIR JOHN STEVENS 37120 Foxrun Place Zephyrhills, FL 33542 ENGINEERING DIRECTION Insect damage was identified in the exterior rear bearing wal! structure of the kitchen in ,i the Stevens Residence located at 37120 Foxrun Place, Zephyrhills, FL (34542). It is likely that the damage includes a number of the 2"X6"wall studs, king and jack studs supporting the window header, the window header, portions of the double 2"X6" top plate and possibly some of the '/Z" exterior wall sheeting. In accordance with the FLORIDA BUILDING CODE 5T" EDITION (2014) EXISTING BUILDINGS, the following classification is established for the repair of this identified insect damage. In accordance with Section 502.1, the proposed effort"is to be considered a repair". Further, since this structure has not sustained "substantial structural damage" in accordance with Section 404 Repairs, Section (B) 404.4 applies. This section provides that "For damage less than substantial structural damage, repairs shafl be allowed that restore the building to its pre-damage state, based on material properties and design strengths applicable at the time of original construction. New structural members and connections used for this repair shall comply with the provisions of FLORIDA BUILDIt��ODE 5T" EDITION BUILDING for new buildings of similar structure, purpose a�Qtp��t@�a " The following specific steps detail the requirements for the repair of this��od�Mp ture. 'yo�q�� o�N Fs �,-w ?FpyyR�R c c�F �rH , � cs oR �Nc William F. Stuhrke,�PhD, P:E. �S State 'da�PE#22150 c�V/F � _ _ ,�� pF�pTF g� . -_ - �'�,�,��R\l� .�' /.�'I . , ,�,�s TEVENS Residence I37'120 Foxrvn Place ,Zephyrhills, FL 33542 �July '15, 201 fi ENCINEERING REPAIR DIREGTIt�N his Engineering Repair D►irection provides for the repair of the damaged structures 'tr� . ull campliance with the requirements of the FLORIDA BUILDING CODE 5T" EDITION {2014}, including the FLaR1DA BUI�DING CODE, BUILDING, the F�ORIDA BUILDING CODE, RESIDENTIAL and the FLORIDA BUILDING CODE, EXISTING BUILDINGS. The following specific directians are provided for the repair and restoration of the damage identified in the exteriar bearing wall structure of the �tevens Residence located at 37120 Foxrun P1ace, Zephyrhills, FL. (34542}. The specific d'srections are provided relative to fihe wall section shown in Attachment"A". • Shorinq -- Prior to demolition and removal of fihe damaged structures,shoring mus�be provided to insure that the roof and roof structures are adequate#y supported during the repair and restoration. • Demolitian — Upon removal of the interior and exterior wall covering materials from the damaged areas of the e�erior wall, the full extent af the damaged wood structures will be identified. All of the structurally damaged wood material is to be removed and replaced. Based on the preliminary evalua#ion, �his will involve the removal and�replacement of a number of#he 2"X6" wall studs, king and jaek studs supporting the window header, the windaw header, sections ofi the t#ouble 2"X6"top plate and possibly damaged sections of the '/�" OSB or%2" CDX Plywood sheeting. The part'rons of the double 2"X8»top plates, which are found to have been damaged must be removed in such a manner that the repiacement seetion of double top pla�e will be provided with a minimum 1 fi" of overlap splice. The pressure treated 2"X6" bottom plate is undamaged, however some additional attachment to the existing concre#e foundation structure may be required. • Load Bearing Frame Wall —The schematic load bearing wall structure is shawn in Attachment "B". This attachment should be employed as applicable in the repair and restoration of the damaged eacterior laad bearing wa11 s#ructure. The required strapping and connectors for the rebuilt and restored bearing walls are identifed in the attachment with capitai letters. These or equivalent connectars must.be employed as shown arnd are.dqcumented as.f.oll�v�cs: o A--This is a SIMPSON MSTA24 strap securing both ends of#he }oad � � - 2 ; Wi#liam F. Stuhrke, PhD, P.E. � vState ar�icla-PE#-22150 - - �/�"'_�� . TEVENS Residence �7120 Foxrun Place � ephyrhills, FL 33542 uly 15, 2016 bearing header to the Jack and King studs. The SIMPSON MSTA is to be secured employing 18— 10d nails and provides a tension load capability of 1640 pounds. o B—This is a SIMPSON LSTA9 strap connecting the header to the 2"X6" cripples between the header and the double top plate. The SIMPSON LSTA9 is to be secured employing 8 - 10d nails and provides a tension capability of 740 pounds. o C —This is a SIMPSON SSP stud plate tie, securing the 2"X6" cripple studs and the full length studs to the double top plate. The SIMPSON SSP connected to the double top plate is to be secured employing 7 -10d nails and provides uplift allowable capability of 435 pounds. o D - This is a SIMPSON SSP stud plate tie, securing#he 2"X6°full length studs to the pressure treated bottom plate. The SIMPSON SSP connected to the bottom plate is to be secured employing 5 -10d nails and provides uplift allowable capability of 455 pounds. o E -This is a SIMPSON DSP stud plate tie, securing the fin►o King Studs to the double top plate. The SIMPSON DSP connected to the double top plate is to be secured employing 14 -10d nails and provides uplift allowable capability of 825 pounds. o F —This is a SIMPSON HTT4 tension#ie securing the King and Jack Studs to the foundation. The SIMPSON HTT4 is to be secured to the foundation employing a 5/8" anchor bolt and to the studs employing 18— 16d nails which provide allowable tension load capability of 4235 pounds. o G —This is a %" diameter Anchor Bolt with a 2"washer. This is to be provided to secure the pressure treated bottom plate to the foundation for all bearing frame walls. The '/2" anchor bolt is to be installed 6"from the end of the wall and all openings and then 24" on center. o H —This is a SIMPSON MTS12 finrist strap with 14, 10d X 1'/" nails securing the double top plate to the roof rafters or roof trusses, providing an uplift capability of 1000 pounds. • Double Top Plate—The damaged portions of the 2"X6" double top plate must be removed such that a minimum of 16" is available for the splice to insure adequate continuity for the "continuous"top plate system. The new sections of double top � plate are to be nailed together and to the undamaged portions of the top plate I 3 William F. Stuhrke, PhD, P.E. I State . ' a PE#22150 �J �/�/� \ STEVENS Residence $7120 Foxrun Place �ephyrhills, FL 33542 July 15, 2016 with 12d nails installed a maximum of 3" on center. • Wall Sheathinq —The new '/n plywood exterior sheathing material is to be secured to the 2"X6" stud structure employing 8d ring shank nails, 4" on center along all the edges and 8" on center in the field of the plywood, however where nailing is not possible, the studs may be secured to the plywood employing generous amounts of waterproof, exterior grade construction adhesive. The replacement stucco material is to be provided with the required double layer of vapor and moisture barriers installed over the plywood sheathing and then � installed as a three coat stucco system reinforced with galvanized or stainless steel wire mesh and secured with galvanized or stainless steel fasteners. The three coat stucco system is to provide a minimum thickness of 7/8" of masonry material. In those areas where the existing stucco is to be retained over new plywood sheeting which has been provided with the required double layer of moisture and vapor barrier, the stucco is to be secured to the new sheeting with , #10 X 2" galvanized or stainless steel wood screws, installed 16" on center '� horizontally. The stucco is to be�nished and painted to match the existing stucco materials. • Window—The existing window is to be reinstalled in the repaired and rebuilt window opening and secured employing #8 X 3'/2' corrosion resistant wood screws, 6 inches from all corners and 12 inches on center to provide for the wind load pressures of+25.5 PSF/-27.8 PSF. • Wall Finish — Upon completion of the structural repair of the wall and the installation of the CODE required R13 minimum insulation, the walls are to be finished to match the existing. I� GENERAL SPECIFICATION The repair and restoration of this single family residential structure has been designed in accordance the requirements of the FLORIDA BUILDING CODE 5TH EDITION, �, BUILDING, CHAPTER 16, DESIGN CRITERIA and ASCE 7. • Wind load requirements employed in the design of the structure: I - 4 � William F. Stuhrke, PhD, P.E. State o lorida PE#-22150 1��- f . � STEVENS Residence �7120 Foxrun Place � ephyrhills, FL 33542 uly 15, 2016 • Ultimate Wind Speed: (3 Second Gust) Vu�T = 140 MPH � Basic Wind Speed: (3 Second Gust)VAs� = 108 MPH • Building Category II, Enclosed • Wind Exposure C • Wind Borne Debris Region - NO • Wind Stagnation Pressure 29.86 PSF � Design Pressure (V1lorst Case Condition): • Components & Cladding +25.45 PSF /-34.03 PSF • Uniformly distributed live loads employed in the design: • Roof 20 PSF � Living Areas 40 PSF • All connections have been checked to withstand all applicable loads. I. I N nl in All framing shalf be fabricated and mstalled as per AITC, TP and atio a Des g Specifications for Wood Construction. • All wood structural mernbers shall be controlled stress grade lumber having a fiber stress of at leasfi 1200 PSI. 5 William F. Stuhrke, PhD, P.E. � State o Iorida_PE#22150 _, , f�-J� = - '' � - . STEVE(VS Residence 37120 Foxrun Place Zephyrhills, FL 33542 July 15, 2016 � ' /-�•``�,'f ��..E 2�c6„To r�t�-C: � �,t��S �.�r c.Acz. as i�" - M,N. t�r;" �r`' ;�� r � , �, �� i � SE.C�� u.�To�v`@��...�1i c �� '�n^ �,�� d � ; �s,�� s� C��4��.� 2��S�#�J��-� �\i�4 'I�, � � . � ., C � "!' �l�� ; �/z .��wA�� , `��i;,�'E i��7� -t� t�-! T� �`�� t �� ' �� MA� ��TIuG� � F �`"i. �1 1� { ��`3 1!� �}�t'I r."�% � i 1;�� f { t� i y 1��-ru �-;•,;� ` , �z�X o P �2�� lrc.f��Cq1l� I �� ° SE�R�� 8 c� {�P•�1-s ' _._._.�-...:.: �� GE� o.G. ��S�Mint. ''�S'j'�co �`�O.G.-k=i E.U� WLS� Tc� M�� Gl5T1fVG 6,►ER. M,rJ. �"v#�-{—�,j � M.ois�I�..�. � ��R.T('�ATio� �E� �� 2�X(o��STuDs � l�� U.G_ _�� L�.�,� � �•� ;�� :i!�, � t�-�9�"��-rr lNs�� `i. s �� ; ��Ec�.,�.r��-w� -r-e�� ' ; ,.._� ± -�j C�St r��t' C��"�.�� ; t�'� �� 5?iN�.-�. 2�L��t�-.-C.�K.�T"G �,,��'�� I s.; . � �� _� � �CIS[lN C�NG6'�.�.� � � � �C.�i(�t_.S-r'�-�► W�-� � ` ,- . ��\i , ATTA.CHtIdiENT 66�» TYPICAL EXTERIOR LOAD BEARING FRAME 1AIALL SECTION 6 William F. Stuhrke, PhD, P.E. State- rida PE#22150 �J��' J� - I STEVENS Residence �7120 Foxrun Place �ephyrhills, FL 33542 July 15, 2016 � �� _-�°_------- - - �; . _ ` _ ' : � � :�� - �. - = �.� _ � . � ��.�.�.�� - - - -- � - -� - - . - - -- - � - _ ��: � � �`�,,,�-�. -- � . ..- _ =_ : ��_ ;-- = : _ � _. . : _ , . ; ,� . - . . = , : -- ; : - - #.� : - : _ : . __ - � � � -�,��'� : . - � - . :� � - -. : � � . . :: � .��,, �f��, � �,�t - . � � = ' _ - � # 1 ��= - � - - _ : : •- . . �r�� . � �. , _ � _ . _ . F_ � _ ;fL?��i�r� � � � _ i � • f -t-y... _- - • . . ' � - � � ��' _ ' P � � : : � � • . . '. - _ � � - - .. . �i ' � � _ � - '" . �' $'"�--�_1-��' �� . � � � �.6/��.__° �."�t_i: ` • . K � - : t = - ' • :• - "- _ � �l�Q��Fytr ` �� . � . • . , - - 2 -� - - ,••� � • ... -- � —_ F -•- - - --- ...____....._:_ .. . _ _, _ � . . .. �- �.! •--.... _ _ ` . .:.. � ,_. ��d�t��..�_ I # � �� i - --r� : ' , . �'' : _ � � � � �,%�� '�'..�'i�..�` - _ _ : - -� - '-- , ' � : � : : . - � �� - : . ; - . _ � . � _: . ,�.,��e.s� .� �� : . : • . . : ;.. - - �1� • ' . . � - _`��d�"�.:..�- j•. ' - - li iV - _ _ � 8 . i • � ` ' ' _ ' • , - " ' t '� _ � � � - • . : - - � � ` g - • ' ' � � � " - _' . . � ' " � � a �� `� � � . �'�¢�.�� •� • ' ' � �- �'-� . . ��:-f - :--�- _.- - .� ; � � ^ - _- : -_. - � - � . ATTACHMENT "B" TYPICAL EXTERIOR FRAME WALL SECTION 7 William F. Stuhrke, PhD, P:E. State of lo[ida PE#22150 �J��