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HomeMy WebLinkAbout13-14586 CITY OF ZEPHYRHILLS 5335-8TH STREET �si3)�so-oo20 1 4 BUILDING PERMIT � Permit Number: 14586 Address: 7836 KAY MARIE AVE LOT 314-315 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0180-00000-3150 Improv. Cost: 30,800.00 Date Issued: 10/04/2013 Name: DEREXSON, ROGER 8� NANCY Total Fees: 337.50 Address: 35604 WINTERSWEET LN Amount Paid: 337.50 ZEPHYRHILLS, FL 33541-5046 Date Paid: 10/04/2013 Phone: 813-780-1862 Work Desc: RAISED SCRN RM, GARAGE, CONCRETE STEPS &WALKS .5 . JAMES O MORTON ELECTRIC CO.,INC. N� e.� � z'n 11-�Z �- �� , 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: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessibie. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ��� �.- � .� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS {--�- ► Contractor/Homeowner: ` l ' ��S_���fG�C)� Date Received: �- 2 �— �_3 � � Site: ��`J� I���/ /'l(l�j'� � Permit Type: �'�G't� S�C� s�ii�Z �`�[ ���i ' �t�5���a�`+C. Approved w/no comments:❑ Approved w/the below comments: [� Denied w/the below comments: ❑ ' , �!!l f � <' � G w=�' 1-� �l�`�-v�l �`E 6-���k - � � � � f`;��,f �C.�' ��G��1 � 1_ �iti �'S." %C This comment sheet shall be kept with the permit and/or plans. p f A„ � . �(� )�G� "%J� i � Kalvin Swit �- 1 s Examiner Date Contractor and/or Homeowner /���-�'°` (Required when comments are present) ��-�`. _ � 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Buildmg DepaAment Date Received ' phone Contact for Permittin �J � � —� (p Owners Name !'(y� � � $µJ� Owner Phone Number 0�3��lJ���(JCa� Owners Address l�7t(e e("P� (J/Y Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS � �/f,('� �t�L LOT71 ��y'��S SUBDIVISION ,L�/ir/iJ /7(� 1 PARCELID# -3�'�'a/"��d �Q�qQ — 3/�(, (OBTAINED FROM PROPERTY T.U(NOTICE) WORK PROPOSED B NEW cONSiR 8 ADD/ALT O SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE O SFR O COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK O FRAME Q STEEL Q DESCRIPTION OF WORK i�jC�j � � fj,G' �I S �-p� BUILDING SIZE SC FOOTAGE I�Y7' HEIGHT BUILDING $ Va VALUATION OF TOTAL CONSTRUCTION LECTRICAL $ " p�, AMP SERVICE Q PROGRESS ENERGY � W.R.E.C. CJ . QPLUMBING $ /6 I �'� ,// ���JrJ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 ' l l QGAS Q ROOFING O SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER , �COMPANY ��� S/" D�G SIGNATURE � REGISTERED Y( N FEE CURRE� Y I N Address 7�as i License# (.����57�0� ELECTRICIAN n' `�` Lr V�pMppNy ���/L���/LvC SIGNATURE LO� REGIS7ERED Y/ N FEE CURREA Y/N Addreas 90�p �y �/7/� License# �(p PLUMBER CpMp,qNy SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# MECHANICAL CpMppNy SIGNATURE REGIS7ERED Y/ N FEE CURREA Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address � License# 111111111111111111111111111111111111111111111111111111IIIIIIIIi1111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Pertnit for new consfruction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permil for subdivisionsJlarge projects COMMERCIAL Attach(3)complete sets o/Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-0-W Pertnit for new construqion. Minimum ten(10)working days after submittal date. Required onsite,ConsWCtion Plans,Stormwater Plans w!Silt Fence installed, Sanitary Facilities&t dumpster Site Work Pertnit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely Owner 8 Contractor sign back of application,notarized If over E2500,a Notice of Commencement is required. (NC upgrades over 57500) "' Agent(for the contrector)or Power of Attomey(for the owner)would be someone with notarized letter from owner authoriang same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs H shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/FOOtage) Driveways-Nol over Counter if on public roadways.needs ROW • } NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a conVactor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may appiy for the intended work,they are advised to contact the Pasco County Building Inspection Division--Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES. The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be idendfied at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project dces not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If vaivation of woric is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owne�',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SlOWNER'S AFFIDAVIT. I certity that all the informaGon in this application is accurate and that all work will be done in compliance with all applicable laws regulating consVudion,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that 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 aiso certify that I understand ihat 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. Such agencies inGude but are not limited to: - Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Departrnent of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following resVictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building pertnit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If 1 am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to oommencing consVuction. I understand that a separate permit may be required for elecUical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not speafically inGuded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the worlc is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 NOTI E OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGE CONTRACTO �S bscribed and s to(or ed) efore me this �y bscribed and swor f o � ed)bef re me this �/�/.3 by !—/'/� by (' Who is/are personally kn to me or has/have produced Who is/are personally kno to me or has/have protluced as identiflcation. as identification. R r � ` Notary Public � 1.��` - , No ry bli •��jir ii'4. �� ��.� S mmission No. �.��•�"•�,, . ;,.� ,,�; ARAH ELI2ABETM VALENTINE { e = tary Public-State of Florida �•'M ped ame o1 Notary typed,printed or stamp d 'sa �. Y��►.CRj�9P�qat2;¢9q :�, �:My Comm.Expirea Auq 22,2014 :'�,o���d;••' Commisalon#EE 19799 �%',?;or..g� Commisaion#�EE 19799 ,,,���.� LEONARD G. "GEOFF" WOOD, P.E. 3704 BRUTON ROAD PLANT CITY, FLORIDA 33565 (863) 646-5517 DATE: 06/27/13 B&H Construction Zephyrhills, Fl. Re: RODGER DEREXON Address: 7836 KAY MARIE AVE. LOT 314-315 ZEPHYRHILLS, FL. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 16' X 22' raised screen room, a 24' x 22' garage and a second garage of 12' x 22'. This home has a factory beam and is considered an adequate host structure. As a host structure, with the blocking and anchoring at 5' 4". Based Upon review and acceptance of other structures to the home per Manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. � � SHEET� OF �' � V/�'1.� (L� ��P/ FOR: ,uC t B&H ConsWction Of Centra]FJ.Inc. Leonard G. Wood These Standards and p]ans meot the 2010 Florida Buildin Code Buildin Section1609 3704 Bruton Road Plant City, Florida 33565 Max Wind]40M.P.H. LEONARD G "GEOFF"WOOD, P E.#t4�377 LEONqRD G."GEOFF'WOOD FNGINEER temw c.w«,q rE;w�3n 3�a en,o,nae Pl�ot Cr'ry,Fldid�33565 7dep7wny(u(863}y{3-3031 Mobile(B63}-/30-1'/17 �� � � o � � � a o 0 ^o.o W a� V ,�.�� 0.� O�� � O Y �a �O u d � y� �c J �'o O q O tn-" L °a �� v. ° �' d �Nf � ad 3 p� y � W F-� F 'O o i+. 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ALL��'ORK S��ALL C(�1�1PLY`ti'�'i'r!-{ALL, oNnxxD ��(Gi aa� � PRrVAII.ING COI)ES.r�!-(�KIi�;�t�LILDING Z / LEONARD G"GEOFF"'WOOD �pDE,NATIU?vAL ELECTRIC CODE ANB ��� lsmud G.Wooq P.E fH7377 �ITY OF'LEP[IYR.I1!LL5 ORDI�ANCES 3,a�R� Plmt Ciry,fluiW 33565 R E V I E W t7,-�I�t.._ ��� ��•••(3 M�(86�3)�30.7913-5031 l CITY OF ZEP�IY�;��ai� ; - �'L/�NS �XAMIII�F��t '('� r ��� S�� I (0� ,� � . ���«r� � ,2 �°X y s i �c�s t� � ��� �� � �E ,�i+�� a ����E;�� o s—o S�� �� � ��E �' � � !��l� L�J F�-� ��//!J �r� � � 4 l ��� /3� � F• � , !W" — �`� ��. ���,�� `�, ��o S`�� ��,x � ` ,�, �'G'� S'�� S�� f'�r � S �i�� � P �-- SHEET�OF `� FOR. B&H Construction Of Cenua]Fl.Inc. These Standazds and plans meet the 2010 Florida Buildin Code Buildin Section1609 Wind 74 N1.P.H. EONARD . GFpFF"W O��G'// 37 vv�'L rZ- �ox.�n .°�ao�•woon ENGIIQEF.R �conw c.wooq eE�w73n 3�a e�no.e Plut City,fl�33363 Tdeyhm�(863}917-3031 MoDile(663j�30-1717 � ��C(�/C.>� V ��G� �",�`� STv�ls ��, ���. � �,X� ����o,S-o sc� �'� �' S�E� f�4� � � � � _ R, � �' 'd��� �t�� �/- ' --�. �a'X�a�On�R ���� � � � �f /�o�r� ,�9 inaz t� � ,� y ( �� � rPA�s�� s'L.� � sc� ��' / �,. SHEET OF �� ` FOR. B&H Construction Of Central Fi.Inc. 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STUDSINKICKPLATE ��X/lo �/�C3�c�'�l.�ie �� W1TH 1"X 1°X CAPRI � � ci.�Ha,a,cx�r wi n e pI,UM 2"X3°sCREEN X 9/16�"rnc scREws y�rp�,pOST � 2 PER SIDE � V'II�R'B.Srym�O ATi`. ��T V�G w�Atp�� n�p� M��] F�.W4 urM7ilf �V�Wl� , Fns��rv�c�x�L � �ro xosT s�uc�vx�wi #lOX2"SMS(a�12"OC H �� � s•�o�'wa�w z�x 3° � :� � x \�v�rati m --_ � ,.� �, -��, � 2"X 3"FASTENED W/ � �F INTERNAL SCREWS FOR: � °� U$B#10 X 2"SMS B&H Cmutruction OR OtCantrat Fl.l.ac. l"X 3" r> » >+ �e 73ese Stsnduda md plans med tbe 20]0 1 X 1 X 2 OR 3 �m;�B� � c�a�B�a� s�w��6o9 � CLIP FASTENED ' ' W/(Z)#8 X 9/16" SCREWS EACH Msx � 74oM.P yE C,.� ��� ��77 FASTEN 1"X 3"OB TO CONCRETE SIDE W/# 10 X 3 1/2"TAPCONS 24"OC exn a.�cso�^woon (1)6"ON EACH SIDE OF DOOR �„ao,w��.var�II�n na m�� s�aa.�mv�c� r.�w„�s,pv}Ka-m» xosa�pa}�oa�n I � FOIZ �TVf BE�.�"tS £N G�4R�.GES ,F�R7I� �HED� 3"X 12"PANS FASTENED TO ALUMINUM BEAMS W/#8 X MOUNT 2]/8"RECEIVER ATTACH SIVf BEAM TO 1"TEK SCREWS. FASTEN PANS CHANNEL TO HOME, RECP.IVF-R CHA2�TNEL TO WOOD WALLS W/#8 X 1" CiARAGE OR WOOD W/#B X 9/16"TEK SMS. BOTH APPLICATIONS SHED W/#10 X 2"SMS SCREW ON EACH REQUIRE 3/4"X 3/]6"ALUMINUM (1)SCREW PER EACH SIDE W/(7)SCREW WASHERS(4)PER PAN 16"OC 2"OF BEAM PER EACH 2"OF BEAM ON RAKES _ 2"X 4"STUD WALLS 16"OC DOUBLE 2"X 4"TOP USE(3) 12D NAILS TO TOP PLATE V►'/CORNERS AND BOTTOM OF EACH STUD LAPPED TO DOUBLE 2"X 4"PT TOP PLATE W/CORNERSLAPPED FASTENERS OR PROCEEDURES CLIPS SHALL BE INSTALLED DO NOT CHANGE FOR PT WOOD W/1 1/2"X 148 BRIGHT ql,i,Dai1��A�T1�� •SMOOTH SHANK FIJi-L HEAUER;S WII,I,USE LSTA ROIJND HEAD NAII.S STMp30N]8 STRAp pASTE�g,� _ W/1 1%Z"X.148 IN EACH HOLE ��IOR PER OWNER SPECffIC.4TION , SIlVlPSON H-2.5 APPROVED SIDING OF CHdICE OVER � OR EQUN HOUSE WRAP,'f"CDX OR OSB SHEAT�iING,FASTENED 3"OC OI�I '" PERASETER OF WALL AND 6"OC IIV � ti � THE FIELD. IF IN A FLOOD ZONE,PT - + STUUS AND SHEAZ�iIIVG WILL BE "., '� RF.QUIRFD WI IT�T�SAME � FASTENING AND PROCF.IDURES.' � OR Tf�RMQP�,Y NAII.FD 3"OC ON , PE[tA�TER OF WALL AND 6"OC ����R IIV TAE F�LD OR STAPLID W/ LE 2"X 7�16"CROWN STAPIES AT SAME a»W�1�„ - CENTERS,HOUSE WRAP IS NOT PLYWOOJ� �'��� FASTEN BOX PAN RECEIVER C�iANNEL TO XOST WALL W/ #7 0 X 2"SCREWS� 12"OC MAX 2"x 4"PT BOTTOM PLATE WILL BE FASTENED TO CONCRETE W/1/2" DIAMETER WEDGE OR SLEEVE SII►�SON A ANCHORS 24"OC W/(1)ANCHOR OR EQUIV WITHIN 6"OF EACH DOOR WITH A MINIMUM 3"PENETRATION. . , , /� B . SHEET�OF ( �= � FOR: �� � B&H Construction 4"CONC SLAB ON COMPACTED or c��Fi.r��. EARTH FILL W/6X6— 1OX10 WW Thcsc standsrds and plans mect the 2010 Florida Buildin Code Buildin Section1609 �sx oR�Ex�sx w�6 i►�, VISQUENE VAPOR BARRIF.R& �RMI��/��. USE Max d 140 M. . ARD G." 'WO ,8.�7 7 2500 PSI CONCRETE N�W. USE � r ]2"X 12"MONOI.ITHIC FOOTER NARD G.°GEOFF"W OOD w��l�#{S REBAR I��IIN C�NT. ENGIIQEFR i.�.a c w�a,r a ra�3n 3�a s,,,,m,nde UP TO A 72"X B 0"PRF.HIJNG DOOR T��Y•�d�33363 epTwdfi(!63}9133031 INSTALLED P$R MANUFAC7'URERS Moe�fe�N3ann SPECI�'ICATIONS. "< o � r.N � F.�. 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t�; ��:,��, .:�,.. ;��:�Y � y.F ��.. .g;�>. t��ilt�'�, �I�'i:ic.1:�k3�it"�'i�= BCIS Home Log In User Registration Ho[ToD��s Submit Surcharge 5[ats&Fac[s Pubhcations FBC Staff BCIS Site Map Links Search Busines����� Professi nal � �y P E°a b,��Approval Regulation ���� Product ApDroval Menu>Produc[or Ao�Lcation Search>Aoohcation l.is[>Application Detail ��..`hi±"�.,�"�`'i��- r�:;,a:!�� ��.` FL# FL1779-R4 a_3 � � Application Type Editorfal Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Metals USA Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 (352)787-7766 bkaufmann@metalsusa.com Authorized Signature Bill Kaufmann bkaufmann@metalsusa.com Technical Representative Bill Kaufmann Address/Phone/Emaii 7815 american Way Groveland, FL 34736 (800)342-9077 bkaufmann@metalsusa.com Quality Assurance Representative BILL KAUFMANN Address/Phone/Email 7815 AMERICAN WAY GROVELAND, FL 34736 (352)787-7766 Ext227 bkaufmann@metalsusa.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Thomas C Wtlliams developed the Evaluation Report Florida License PE-54877 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/29/2015 Validated By Christian Langley, PE Validation Checklist-Hardcopy Received Certificate of Independence FL1779 R4 COI COI odf Referenced Standard and Year(of Standard) Equivaience of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%2bbt23mL 8H... 7/1/2013 Florida Building Code Online Page 2 of 2 Sections from the Code 1714 Product Approval Method Method 2 Option B Date Submitted 02/05/2013 Date Validated 02/12/2013 Date Pending FBC Approvaf 02/20/2013 Date Approved 04/09/2013 �--- ------ -- - ----- -------- --- - ------ - -- --- -- - - 'Summary of Products � FL# Model,Number or Name Description 1779 1 3"X 12"ALUMINUM RISER PAN aluminum roof panels used in residential or commercial i X.024"AND.030",7WIN-VEE applications of engineered mobile home roofover "W" PAN X .028"&.034" systems,carports,screen rooms, patio covers,awnings, cano ies,walkway covers, and sheds. Limits of Use Installation Instructions Approved for use in HVHZ: No FL1779 R4 II Drawino.�df Approved for use outside HVHZ:Yes Verifled By:Thomas C WIIliams P.E. 54877 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other: refer to engfneering&installation sheets for FL1779 R4 AE Eval.odf spans&desfgn pressures Created by Independent Third Party Yes eack Next Contad Us 1940 North Monroe StreeL Tallahascaa ci a�aqo phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida Privacv Statemen[ Accessibilin Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send e�ectronic mail to this entity Instead,contact the office by phone or by traditional mail.If you have any questions,D�ease mntact 850.487 1395. *PUrsuant to Section 455.275(i),Florida Statutes,effec[ive October 1,2012,licensees Ilcensed under Chapter 455,F.S.must provide[he Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the publi[. To determine if you are a licensee under Chapter 455,F.S.,please click�� Product Approval Aooepts: �� eClzck � SCCUCit\'34 t i<u, .� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%2bbt23mL8H... 7/1/2013 f106-IL�'OO�i 9t[f�tl'►�IwO YAVf�pps�/p1�q•w�r WA�4WNiTY[ i�e.sl e 3e smrv�mo�u wizr v ia�e mw.s ui � 6«<# �bno��Jd ��nao�d `��°�'°� _ � — s »Ndd �oo� wnNiwmd �NI�!���li�N� SWb'I^i�IM � � �� � �°� ��nl�� _ " 8 � � � a � ; � � � � . � � � wg � � s� . � � � � � �S �,� $ � � a � � ; � �g �_ � � �$ � �= R � �� L � � �� � �� � � ' � �� � ' �� � _ � � �, a � a � � � L = � �� o e ff c � _ ' w ; d �: € � � �� � �� � � x R � � � � �� � �� � � � � � � �° � � � � � � �� �� � �� � _ � ���� � � � � T � � � � ��� � � �''�s a�.�� � � � a � � A� R� � � � , _ �g � � ��� _ � � �� � � ��R � <g �I�! � � � � � � � �" ���� . � o� ��� �� ��� �� � � _�� � a � � � � �s � -� � � �� �� � $ � � � �.�.� � � _�� o � �. � ,�_� . �, ������,�: ��g� �� � N n k ■ � �J r( � d � � O � tl M � p � srec-rtraor: unctiY��o �NI�9'rrr YqA�PM�W ts�c «eKY��,3e s.Kn.�smx. min v�a.�e mm.�s.a� � 6«<# �bno���v ��rao�d ��'�°'"�` _ � � = s »NVd Joo� w�n�iwmd �NId���II�N� SWbI��IM � � oe � � � � w 3 � � � J � � � ���� � ° � � � � _ ����� ~ w � 3 � �- � � p ° oz = Q a va a � W a a � � � � v�a ° o � t� z � p� � r O � ; � O W � � � Q o � � o a� � t� o ¢ vi � � � �- � m � � c� � x c� a � : � � � � o � '� � � � � X �' "~°' vi � � � � � � � z � o � � � =�� a`�. � � � ° `� `r � � � � � � � z � a � ; �" oa � ww � � � z � � � � � � � � � � = c.s a � ° a � � � � uJ c� m � c� � W m v� � u,i w a� � � � � � � � � ww�.. � � � � � � z W = Q � � � �1} � OC O N vs � o � w � oZ�'� a � o � � � p ~ ~ a � � Z � z � � Q � � W W J � = W o � � g � � C3 LtJ �C d G QC� � � _ °�' � � � F2QHWW0 a W ou� � � aWt3J � ^� � � ,� � � � � _ "` t9 � W e� � � � YWZmW � � • � ui � J � O� <� � � � C'9 � QWWaW = WC9 OC m (61QW � Z m � fnp� � � Vy (,� J JQQO � � � �� Qa~. aa � a � m = fA9 W � •�a n, � V 2 � = Z W d � � y = O tIi N yW yaV�j � f � � � � � Q �y � WZ � � W � � � � �/i � Z � y V9 � � � � � � � � � � � = ?� OC OC � � � � o � = Jg " Q � � � y ° � � � � � � � v9 oc � � � � col s•a � ts� t� e• w s�+ta�aor: unctiy�w�,.o �•M.a bw��Mwrvssac �iny�p,3a,wy„R.y, �° 6«�� �dno��:�d 1�nao�d «�,L3,=m..�� ��.��,� w � = o � - s »Ndd �oo� wn��iwn 1� �NId���II�N� SWdi�ilM �a am °w w� � � �w h¢ m� �¢ w .e r o �wo �� � Um¢ �= z wa�w=Or w° �¢ °° �w a w 'e a U m O w ¢0 F m 2 w-�> O W < m O fq 0.j U j Q Z�u�ui 0 O Z �W K N LL O�W � O z� =z� �aa �z m �pzw oiw�mN Ow°wwoa� wa��w ma wJ> F�m��.�r<00 0 =i a y t�_ ��� p a� �Z = w N K� Z W�Z Z W�Fa m yK1 Q g ���W Q W C F K �O W J m m QS O��O � �I Sr� W O w Y LL�7 O O y ��O O K 0 F-��W �H W J~�� U'f��U m V �� W< U'LL�yNj Z W�� LL � C70Z QKZ =f 4 W� fA K W n W�j Q J W Q C=N—d wO4Uln J�O 7 W fp UC Z UD Z�O � �0`aY Z w Z N— O O� O S C K� fL �2�� Z�O=Q Z z��R U J a`'J�Q 2 J =W w LL a 7`U LL Ww Z� > � � w���O C�_7 C j z U a �� y ¢y J o =�¢Z� O��K 2� ¢w i V�—r a w= C K~ w �a{ � N� O nf� Q�7 2F � � Jm1- wmy > <Z Z Da w U d' W_=a W N tls Q �J❑ O > a� orc-o ° � O��t Nam�v� v,i� a�� ¢� w pwa¢ w��wLL y �<a �z z,., �w v� z� x � �oo�a o~� ��w��m a wNOv WK=WwWLLZjCK�� ugaa�.ae w<<mw �4�w�o� u'a=z w W a O a� w�� U'w w K�w� 0 ���yUj a w�o?����U w U� (�7 y Q N U O z i vi a �LL'a C7 0 F m �_(9� H ��LLO m�O NooW�i ��c=i�m `w'a�?�i°u�=o�<w omz�? 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Search Criteria Refine Searchl ������ � 5302 -° _.._ ��`n_ °�� ;Code Version 2010 FL# ;Application Type ALL Product Manufacturer ALL I �Category ALL Subcategory ALL �Application Status ALL Compliance Method ALL i IQuality Assure�ce Entity ALL Quality Assurance Entity Contract Expired ALL � jProduct Model, Number or NameALL Product Description ALL 'I �Approved for use in HVHZ ALL Approved for use outside HVHZ ALL �Impact Resistant ALL Design Pressure ALL ' �Other ALL -- -- - - -- ----- - -—-- - Search Results-Applications i FL# Tyae Manufacturer Validated Bv Status I FL5302-R3 Revision Amarr Garage Doors Steven M Urich, PE Approved'� (Historv Category: Exterior poors Subcategory: Sectional Exterior poor Assemblies(717)932-8500 F15302-R4 Revision Amarr Garage Doors Steven M. Urich, PE Validated i Category: Exterior poors � Subcategory:Sectional Exterior poor Assemblies(717)932-8500 �*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary Con[acf Us 1940 North Monrce Street.Tallahas ee FL 3 399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Flonda Privacv Statement Accessibllitv Statement Refund Statement Under Florida law,email addresses are public rxords.If you do no[want your e-mail address released in response to a public-records request,do not send elecYronlc mail to[his entity Instead,contact the o�ce by phone or by[raditionai mail.If you have any questions,please conta[t 850.487.1395. *7ursuant to Section 455.275(1),Florida Statutes,effective Oc[ober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offiaal communication with the licensee.However email addresses are public record.tf you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. 7o determine if you are a Iicensee under Chapter 455,F.S.,please click here Product Approval Accepts: � � uCMck � >rcu cit�'si i t tc i i� � http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/1/2013 Florida Building Code Online Page 1 of 4 : ; ,..-: „��— _,,,�:..Y�� , �r, ., ,.� �:5,.�- #�' ;.a�>�;�,�,�,;.�,��.��;°� " `��:�r. � ���E����S��e `�"��-;i? � s �� � F Fk ��-�,� "�'�a���. �-�. ���'����`�� �� � ��,�.�.r � �` . <- , . . ,��::..-. _ t ..,�z.�. _ ,•�',a'��r�;.;�r�° ��L"'" '," "',�*^r,�, S�.•, y=� �i���;r��,J_F�artr��i.�ri�; BCIS Home log In User Regis[ration Ho[Topics Submit Surcharge Sta[s&Facts Publications FBC Staff BCIS Site Map Links Search Busines ;�'�l Professi�na) � Product Approval �USER.Public User �egula�ion aroduct aoorovai Menu>Product or AoolicaGOn Search>Aoohcation List>AppBcation Detail �. ����.N�� ���s�k�yx= FL# FL5302-R3 a�c�. s.� ` �•�_� i�'" ` - Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1309 danny.joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny]oyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior poors Subcategory Sectional Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/O1/2015 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL5302 R3 COI Statement of Inde�endence revised �df Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF'L... 7/1/2013 Florida Building Code Online Page 2 of 4 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/13/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/22/2013 Date Approved 04/09/2013 Date Revised 06/24/2013 Summary of Products --- - - - - � FL# Model,Number or Name Description 5302.1 Stratford (M600)and Heritage Dwg IRC-6009-110-11,Thru 9'wide (M950) Limits of Use Installation Instructfons Approved for use in HVHZ: No F15302 R3 II IRC-6009-110-1i drewina 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By:TOM SHELMERDINE 0048579 Design Pressure: +19.1/-22.6 Created by Independent Third Party. Yes Other: Design Pressure+19.1/-22.6, Not for use in Evaluation Reports HVHZ. Giazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-110-11 reoort 7-SO debris region unless structure is designed as partially sealed.�df enclosed or door is a replacement door. Created by Independent Third Party Yes 5302 2 Stratford(M600)and Heritage Dw9. IRC-6009-100-11,Thru 9'wide. (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-S00-il drawina 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By: TOM SHELMERDINE 0048579 Design Pressure: +15.8/-18.7 Created by IndependentThird Party Yes Other: Design Pressure+15.8/-18.7,Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-100-11 reoort 7-10 debris region unless structure is designed as partially sealed.�df enclosed or door is a replacement door. Created by Independent Third Party• Yes 5302.3 Stratford (M600)and Heritage Dwg. IRC-6009-120-15,Thru 9'wide. (M950) ;Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-120-15 drawina 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By• TON SHELMERDINE 0048579 Design Pressure: +22.8/-26.9 Created by Independent Third Party� Yes Other: Design Pressure+22.8/-26.9, Not for use in Evaluation Reports HVHZ. Glazing optfon shall not be used in wind-borne FL5302 R3 AE IRC-6009-120-15 reoort 7-10 debris region unless structure is desfgned as partially sealed.odf enclosed or door is a replacement door. Created by Independent Third Party:Yes 5302.4 Stretford(M600)and Heritage Dwg.IRC-6009-130-15,Thru 9'wide. (M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-130-15 drawinq 7-10 Approved for use outside NVH2:Yes sealed.�df Impact Resistant: No Verified By.TOM SHELMERDINE 0048579 � Design Pressure: +26.7/-31 6 Created by Independent Third Party• Yes IOther: Design Pressure+26 7/-31.6, Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-130-15 report 7-10 debris region unless strudure is designed as partially sealed.odf I enclosed or door is a replacement door. Created by Independent Third Party Yes �5302.5 Stratford(M600)and Heritage Dwg.IRC-6009-140-15,Thru 9'wide. ' (M950) i Limits of Use Installation Instructions � Approved for use in HVHZ: No FL5302 R3 II IRC-6009-140-15 drawina 7-10 Approved for use outside HVHZ:Yes sealed.�df � Impact Resistant: No Verified By•TOM SHELMERDINE 0048579 � Design Pressure: +31.0/-35 1 Created by Independent Third Party: Yes Other: Design Pressure +31 0/-35 1, Not for use in Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFL... 7/1/2013 , Florida Building Code Online Page 3 of 4 i HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-140-15 re�ort 7-10 Idebris region unless structure is designed as partially sealed.odf enclosed or door is a replacement door Created by Independent Third Party Yes 5302 6 Stratford(M600) and Heritage Dwg.IRC-6009-150-15,Thru 9'wide. M950) Limits of Use Installation Instrudions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-150-15 drawinq 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By.TOM SHELMERDINE 0048579 Design Pressure: +35.6/-42.1 Created by Independent Third Party Yes Other: Design Pressure+35.6/-42.1, Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-150-15 report 7-10 debris region unless structure is designed as partially sealed.odf enclosed or door is a replacement door. Created by Independent Third Party• Yes 5302.7 Stratford(M600)and Heritage Dwg.IRC-6009-169-15,Thru 9'wide. I (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-169-15 drawinq 7-10 Approved for use outside HVHZ:Yes sealed.�df Impact Resistant: No Verified By:TOM SHELMERDINE 0048579 Design Pressure: +45.3/-51 2 Created by Independent Third Party: Yes Other: Design Pressure+45.3/-51.2, Not for use in Evaluatlon Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-169-15 reoort 7-10 debris region unless structure is designed as partially sealed.odf enclosed or door is a re lacement door. Created b Inde endent Third Part : Yes 5302.8 Stratford (M600)and Heritage Dwg.IRC-6016-100-15, 10'Thru 16'wide. (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6016-500-15 Drawinq 7-10 FL�df Approved for use outside HVHZ:Yes Verffied By TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +15.2/-17 2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use in FL5302 R3 AE IRC-6016-100-15 Reoort 7-10 FL odf HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party Yes debris region unless structure is designed as partially enciosed or door is a replacement door. I5302.9 Stratford (M600)and Heritage Dwg. IRC-6016-110-15, 10'Thru 16'wide. � M950 Limits of Use Znstallatlon Instrudions Approved for use in FIVHZ: No FL5302 R3 II IRC-6016-110-15 Drawina 7-10 FL�df Approved for use outside HVHZ:Yes Verified By•TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure+18.3/-20.8, Not for use in FL5302 R3 AE IRC-6016-110-15 Reoort 7-10 FL odf HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party� Yes debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.10 Stratford (M600)and Heritage Dwg.IRC-6016-120-15, SO'Thru 16'wide. (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6016-120-15 Drawina 7-10 FL�df Approved for use outside HVHZ:Yes Verified By•TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24 8 Evaluation Reports Other: Design Pressure+21.8/-24.8, Not for use in FL5302 R3 AE IRC-6016-120-15 Re�ort 7-SO FL odf HVHZ.Glazing option shail not be used in wind-borne Created by Independent Third Party.Yes debris region unless structure is designed as partially ienclosed or door is a re lacement door 5302.11 Stratford (M600)and Heritage Dwg. IRC-6016-130-15, 10'Thru 16'wide. (M950) Limits of Use Installation Instructions i Approved for use in HVH2: No FL5302 R3 II IRC-6016-130-15 Drawinq 7-10 FL�df � Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +25 6/-29 1 Evaluation Reports Other: Design Pressure+25.6/-29.1, Not for use in FL5302 R3 AE IRC-6016-130-15 Reoort 7-10 FL odf I;HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party:Yes �debris region unless structure is designed as partially �enclosed or door is a replacement door. �5302.12 Stratford(M600)and Heritage Dwg IRC-6016-140-17, 10'Thru 16'wide. (M950 iLimits of Use Installation Instrudions http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunI,7seVZMFL... 7/1/2013 Florida Building Code Online Page 4 of 4 � Approved for use in HVHZ: No FL5302 R3 II IRC-6016-140-17.�df Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other: Design Pressure+30 1/-33.8, Not for use in FL5302 R3 AE IRC-6016-140-17 reoort 7-SO HVHZ. Glazing option shall not be used in wind-borne sealed.odf �debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.13 Stratford (M600)and Heritage Dwg.IRC-6016-140-24, 10'Thru 16'wide (M950) Limits of Use Installation Instructfons Approved for use in HVHZ: No FL5302 R3 II IRC-6016-140-24 drawinq 7-10 Approved for use outside HVHZ: Yes sealed.odf Impact Resistant: No Verified By• TOM SHELMERDINE 0048579 Design Pressure: +29 7/-33.8 Created by Independent Third Party Yes Other: Design Pressure+29 7/-33.8, Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6016-140-24 reoort 7-10 debris region unless structure is designed as partially sealed.odf enclosed or door is a replacement door. Created by Inde endent Third Party Yes 5302.14 Stratford (M600)and Heritage Dwg.IRC-6016-145-24, 10'Thru 16'wide (M950) Limits of Use Installation Instructions Approved for use in HVH2: No FL5302 R3 II IRC-6016-145-24 drawina 7-10 I Approved for use outside HVHZ:Yes sealed.�df Impact Resistant: No Verified By: TOM SHELMERDINE 0048579 Design Pressure: +31.9/-37.2 Created by Independent Third Party. Yes Other: Design Pressure+31.9/-37.2, Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6016-145-24 report 7-10 debris region unless structure is designed as partially sealed.odf enclosed or door is a replacement door. Created by Independent Third Party• Yes 5302.15 Stratford (M600)and Heritage Dwg. IRC-6018-110-15, 16'2 thru 18'wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6018-110-15 Drawino 7-10 FL�df Approved for use outside HVHZ:Yes Verified By. TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure+18.2/-20.6, Not for use in FL5302 R3 AE IRC-6018-110-15 Reoort 7-10 FL�df HVHZ.Glazing option shall not be used in wind-borne Created by Independent Third Party�Yes debris region unless structure is designed as partially enclosed or door is a replacement door. �5302.16 Stratford (M600)and Heritage Dwg.IRC-6018-120-15, 16'2 thru 18'wide I� (M950) limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6018-120-15 Drewina 7-10 FL Ddf Approved for use outside HVH2:Yes Verified By. TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure+21.6/-24.5, Not for use in FL5302 R3 AE IRC-6018-120-15 Reoort 7-10 FL odf HVHZ. Glazing option shall not be used in wind-borne Created by IndependentThird Party• Yes debris region unless structure is designed as partially enclosed or door is a re lacement door. Back Next �ontact Us 1940 North Monrce Street Ta�laha«e FL 323QQ Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida Privacv Sta[ement Accessibilitv Statement Retund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send eledronic mail to th�s entity Snstead,contact the ofi�ce by phone or by traditional mail.If you have any questions,please contac[850.487 1395. *PUrsuant to Sec[ion 455.275(1),Florida Statutes,effec[ive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmen[ with an email address If they have one.The emails provided may be used for o�tial mmmunication wi[h the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department wi[h an email address which can be made available to the public. 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Min�r, Dpty Clerk � T1�1E UNDERSIGNED hcreby grves no�ice that i�nproveinents wili be made to certain real properry,:md in accordance with Section J 713 I 3-of the Florida Statutes,the following infonnatiqn is provided m this NOTICE OF COM1IMENCEMENT ���d Hoc�tt�n5=TrnSc.f�+rY'Bb1 P�0�3 I.Description of property(legal desrrrplion): l�e� �S* Q}3�y e� Nt� �r� �__ a)Street(job)Address:� ' ' (����� ��k� ,�� — � 2 General descripiion of improvements:I w�5��e�Qmm_[a,�n,�� �q�S���l��.r�{� - -r---�p�r- — 3 Owner Infonnation �`� '�'��� --- — a)Name and addnss: 3SIno�F 1�►..�,rr4��.e� �,����ill��L��� b)Name and address of fee simple titJeholdcr(if other than owner) c)Interestin prop 4.Contractor tnformation ��"�� � Dr o ey� � r�c,. a)Naine and addrcss: ►�10�n1�c�e��d ��T� F� 3��43 b)Teiephone No.. 813- -i l.�l Fax No.(Opt.) �1�-?IS-(vS�S .Surety Information a)Name and address: b)Amount of Bond: c)Telephone No.: Fax No.(Opt.) 6.L,ender aj Name and address: Phone No. 7.iden�iry of person wit6in thc State of Florida desibmated by owner upon whom notices or other documents may bc served; a)Name and address: b)Telephone No.: Fax No.(Opt.) 8.1n addition to himself,owncr designates the following person to receive a copy of t6e Lienor's Notice as provided in Sect;on ?13.13(1 xb),Florida Statutcs: ` s)Name and address: � � b)Telephone No.: Fax No.(Opt.) 9•ExPiration date ofNotice of Commcncanent(the e:piratioo date is one year from lhe dnte of recording unless a difierent date is:�ir�a�: �'VARNING TO OWNER: AIYY PAYMENTS MADE BY T$E OWNER AF1�R THE EXPDUTION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMEIV7'S(JNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATITJ'F..S,AjIVD CAN RESULT IN YOUR PAYIIYG TWICE FOR II►QROVE1VlENis TO YOUR PROPERTY, A N077CE OF COMMENCEMENT MUST BE RECORDED ANp ppSTED ON T�3E JOB S1TE BEFORE THE FIR.qT INSPECTION. �YOU WI'END TO OBTAIN FIIVArICING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIIVC WORK OR ItECORDiNG YOUR NOTICE OF CO1�A�NCEMENT. bTATE OF F A p\ COUNTY OT��� , ignature otO�wner a nv's AnvOwriud OHica�Directw�PartnedManager �LYQHf � � //�V't.X�lO/1. Priat Name � The foregoing instrument was acknowledged before me this.�_day of�1�.1�_,20_I3 ,by qh� �-e�*-�or � (type of authorlty,e.g.otlicer,trustee, atiorney in faet)for (osme of party -bebslf of w6 m stru ent wss eYecuted). Personapy Known_OR Produced Iden ification____ Notary Signature I fr������ ONtL�r'�c�c��� o , , , Typc of ldentificarion Produced d�s" .l�'�{�� N���i�� �(� �,'� (� � Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I dec)aze that 1 have read the foregoing and that ,) the facts stated in it are we to the best of my knowledge and belief. M `.��� � V�— .�`�'r"►""�a gARAH ELIZABET��VA�ENTINE _� y' Pub1iC•State Oi HMida ��@��of Natunl P n Signing(ia line N 1(l.)Above *� Notary ?' ��My Comm.Exp�rea Auq 2?.201, PRULA 5 0'NE Il,Ph D PRSCO CLERK 6 COMPTROLLER '?,�.�a����` Co;�mfssfon+�EE 19799 07/16/13 2:0 1 of 1 ', OR BK �9�� P� 1483 � ��� S���i��. �::}� ��ORIpA, �OUNTI�C�F FA��� , `�'�+�,Lo� ?Hi� !==,-����G�RT!FY T'riA,T THE FOl�Ei�01NG IS r1 �,��j► • ' � • �QC T�UE F,N�. CC?RRECT COP�!OF TNE DOCUM�f�IT G 1 C�N FILE G� riF F UBLiG REi�URD IP�THIS OFFICE � ' • WITNESS P��1'HAND l�ND O�CIAL SEAL THIS * . � * GAY OF � �__2_�_.�G mc�at'we?'��.�r � R lJ/LP S �'NEIL, CLE < & OMPTROLLEf,'� � .. � _� * ' � BY"_ _�.G'<=c� zs�:'___S...c_,�—n"L�'?Y CL�R;� � 1887 � ��°`��'��oF�r.�P