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HomeMy WebLinkAbout11-12048 . CITY OF ZEPHYRHILLS � 5335 - 8TH STREET (si3)�so-oo20 12048 BUILDING PERMIT Permit Number: 12048 Address: 37625 NEUKOM AVE LOT 151 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME PARK Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0010-02800-1510 Improv. Cost: 12,129.00 Date Issued: 6/24/2011 Name: MARTIN EUGENE & NANCY Total Fees: 150.00 Address: 37625 NEUKOM AVE LOT 151 Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542 Date Paid: 6/24/2011 Phone: (813)780-2067 Work Desc: 258 SQ FT CARPORT & SHED EXTENSIONS W/CONCRETE 15 . ve ✓ � � �)�� ��`� � , ; l�' ` � ,,,,,¢ f � � � . C� . - �� 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 accessible. 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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 commenceme " ,� � CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . � r�` , z Fz � f � �`�� ��� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS � ' n r/Homeowner: ,_ �- �� � Date Received: � - /'7- / / Site: _� �� -� � �����'l . E Permit Type: r �' �-,� � , �� �'�'-��� �', � Approved w/no comments: ❑ Approved w/the elo comments: '� Denied w/the below comments: ❑ ��-� S1wQ This comxnent sheet shall be kept with the pennit and/or plans. _ �- ��-/ � K in wi — Plans Examiner Date ontractor and/or Homeowner (Required when comments are present) °� �' 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received — Phone Co�tact for Pertnittin � 3 -? 8 a_ L Owner's Name � G a� Owner Phona Number pwners nddrass 3�bo��S � l7'C� Owner Phone Number Fea Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB AODRESS 3ZC.a� l�l �e�.c.l�( o v t- �oT x IS I SUBDIVISION �[L tibC'l �� PARCEL IDlI 3- a�S 'a �' O — � �� ( � (OBTA�NED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW coNSTR B ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK l. '� Sh �th � BUILDING SIZE �� S� FOOTAGE � HEIGHT UILDING $� 0 VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY � W.R.E.C. �PLUMBING �� " �� ' / QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION != �� f� � �� QGAS Q ROOFING Q SPECIALIY Q OTHER FINISHED FLOOR ELEVATIONS �� FLOOD ZONE AREA QYES NO BUILDER COMPANY y'"N NS �IOK SIGNATURE REGISTERED Y/ N FEE CURREA Y/ N Addreas 5�0� 1 r I S��/U License # '7 ELECTRICIAN COMPANY � SIGNATURE REGISTERED Y/ N FEE CURREI. Y/ N pddreg$ License # PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREn Y! N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # OTHER COMPANY SIGNATURE REGIS7ERE� Y J N FEE CURRE� Y/ N p��u License # Illllllllllllllllllllllllllllllllllllllllllllllllllllllilllllllllll RESIDENTIAL Attach {2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Fortns; R-O-W Pertnit for new construction, Minimum ten (10) working days after submittal date Required onsite, Construction Plans, Stortnwater Plans w/ Silt Fence inslalled, Sanitary Facilities 8 1 dumpster; Site Work Pertnit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (t) set of Energy Fortns. R-0-W Pertnit for new construdion. Minimum ten (10) working days after submitlal date. Required onsite, ConsWCtion Plans, Stortnwater Plans w/ Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Permit 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. Dlrections: • Fill out application completely Owner 8 ConVactw sign back of application, notarized If over 52500, a Notice of Commencement ts required. (MC upgradas over 57500) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (PIOUSurvey/FOOtage) Driveways-Not 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 resVictive than Counry regulations. The undersigned assumes responsibility for compliance with any applicable deed resVictions. UNLICENSEO CONTRACTORS AND CONTRACTOR RESPONSIBILITIES. If the owner has hired a contractor or conVactors to undeRake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not Iicensed as required by law, both the owner and conVador may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES. The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the consUuction 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 identified at the time of permitting. It is turther 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 Counry 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 valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida ConsVuction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owne�' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certity that 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 development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no wo�lc 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 reguladons, and land devebpment 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. Such agencies include but are not limited to: - Department of Environmenfal Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WatedWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department 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 resVicctions 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 certiTy 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 permit issued under the attached pertnit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I 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 commencing construcdon. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not speafically included 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, consVuction 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 pertnit is suspended or abandoned for a period of six (6) months after the time fhe work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonsVate 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 NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT U�.�C N.GL�'�-- CONTRACTOR� ` Subsai and swo)n to (or a�� ed)�efore me this ubsc= and swo to ( f ed) efore me Mis by l4PCC /�r_p C� � by fC Who islare personally k n to me or has/have produced Who islare personally kn to me or ha5/have produced identification. �� as ident�catlon. Notary Public ��' Notary Public Commission No. Commission No. Name oi Nota sta Nam =I ed �r stamped �' h' � P� �ey ry Public State of Flarida � � �Y ublic State of Florida . F Bruce q qspe� ; Bruce A qspe� '� � � M Commission DD989010 � ` MY Commission OD989010 9 �or no� E Pires 06/22/2074 or n.� Expires 06/22/2014 � 4025 Morris Bridge Road • _ Zephyrhitls, FL 33543 �, CONSTRUCTIUN $13 Phone � r FlQllda� Ia� 813•715-6585 Fax Qf � 800•224-1206 Toll Free www.bhconstructioninc.com Web Site P P AL U ED T AL A Eu ene and Nanc Martin Crai Cant 6/9/11 R E LL H NE 37625 Neukom Ave. 813 I, TATE, and I DE J B L I N DIRE ONS Ze h rhills, FL Grand Horizon NE DA F PLAN REAL R RP TAG #: We hereby submit spec' ca6ons and esbmates or Estimate includes: 28 X 4 drivewa extension, 32 X 4 sidewalk, 4 X 4 sidewalk, 8 X 10 o en ad, 10 X 13 shed ad with 23' of curb and a re-treatment for shed is included, 33' of shed walls, one window, 6 X 7 ara e door no o ener , 48' of 2 X 9 return beams, 33' of low ed e, 2 X 9 beam, 32 - 5' ans for car ort extension, all car ort ans will be cut then stitched to existin ans usin existin beam. The customer will be res onsible for the lattice removal and reinstallation. Permit is included in rice. Total for above is $11,629.17 ? GE� ✓' c�0 ° o �� We P�OpOSe hereby to fumish materials and labor -complete in accordance with above specifications, for the sum of: e � /��z�'� Eleven thousand six hundred twent -nine and 17/cents dollars. $ '��' Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterabon or deviation from above speafica6ons invoMng cost will be executed Authorized upon written orders, and will become an extra charge over and above the estimate. Si9natUre: All agreements contigent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tomado, and other necessary insurance. Our workers are fuly Note: This proposal may be covered by Workman's Compensation Insurance. withd�awn by us if not BCcepted within dBYS. Acceptance of Proposal The above prices, specficadons and ' conditions are satisfactory are herby accepted. You are authorized to do the work as StgflBtUfe: h� specfies. Payment will be made as outlined above. Date of Acceptance: Signature: "Cusfom Home Addifions At It's Best!" LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646-551? Date: 06/ 14/ 11 B 8v H Construction Zephyrhills, FL Re: Mod. #: Address: 37625 Neukom Ave. Lot #: 151 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 4'x32' Carport extention and a 10'x 13' Shed extention. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Since ly, onard G. Wood 4034 The Fenway Mulberry, FL 33860 � � M n � w � e�'y 0�0 M �W�s. . � �.� a s����- ��� r ' �� � ,c' � �,7; �, �.� ,� �,c,l , Qce f � �c .o � n ,, 3' ` /��s .�`i E't� � 4� �� "a.�7 / � � �7 S���E� �u��� c,(I S rj�L� if�„r� E.cis�i,v� � u ,� �,�� E�it` � z6 r / 0. `� S%��d s� v � cXl,f�/.�y y � fi.'.QE�•� ? ` Ro��� � 3 i7�9 '� �, �;'���� °� ��' � �eo�P / 1 o�1 o S�c� �-R � �' �x 7c �T/a''`-� � � r /'����J s �i ,�xq � !f?�r7� � �J (' � X 4 ., Ir,b � �,C/S�,f� � �- C L � AX4 �L i � �"�tlS��'� � �� �.� 1d' �►�� .y /� ` , � � �- ��T /.S�~� lYl�i-h� �i�v Bt�u.Dnv� s�LL cowtPt,v wr���-� ALL APPLICABLE CT?"w' �� �$PHYRHILLS OR.�iNAN�'�, � � � �.5� i�lc� vf��� /� �� 1 `Nr1y.� rf� L �s / /=L� REVIEW DATE lP`�--3' l _ C��' �F ZEPHYRHILL ����� PLANS EXAMINER ����� � f � i3 � �� � � � o <� � �� ��,� o�- ��� �. � � � �� ,� . �� ` _� � � � � ��� �� � ,.� . � � � , �\ , ;; .� � � ��. _ � . � , � t>,.. � � w /�'✓, `� � � y `Y .� � � � � � � �� '� h � � � � � � 1 %J ;� 'y '` � t � ,� � , .� � 1 � � �a � "� }�^ y � �-.� y y �� /6 `��' � ' r ac ` � � ��, � , .,� i Sc�EE�� �� � U� � '^ �/A'����A�� � � a'' � � _ ;,� r?� � � � �J �� � � f )� � � � `� � � � `� A � �a�� � ���� � � �� f -� � 3 � �. 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G � . � N_.. �t ¢�G � Q-- C7 ... � W� � pa � w a., E-, 5> z �. - `.J U 6c' L� W W N w .... � W W� � �� � �( Q � F � ..1 O u� '"_' - �rxwcncn� �o F"v�`� � Qa' -� r �3� v�o ''°' � � `' L A-, �womaa3 ¢[- Nv���-- �xt7wc� Nv� �. ¢¢ - �"i ._ N m W .:� _ � v� �C t� E c E-' 3 3 3 0 � _ 3 3 5 3 z z � � SUILS ANU F��I�NUAA I I� ��;`, ' n�ent. lcu�d intensih end ercu�on ,,���,� �r�ete.runcs n1 clope 1 805 42.3 Plain ec�ncrrxc f Of plain oo� �,p • °O�Bs 7bc cdgr Nic1 nra � I 805 � cs � �� ���n8 walL� of od�cr ttia,� aFc�a shal� bc d� conswCtcd �'8�t consm,aim ahall na bc I�ss cha� 6 �ncr,c, Allov,�,l � ��ty of thc soil is no� cxceed�d, �d (203 mm) �y}�� pl� o� soil Ihnl di6cr�Ua1 sculement u mmimiud Thc minimurn Ex�Vtion� For pla:n aoncrdc footin �'idth c�( footinga shall hc 12 u►�, (30.5 ��� �D� R oa.�ancies rbe edYC th�clou�s,y n�nF, te� tn bc 6 ir►�� (152 m.m).Providcd ctiat ��mn Docs Dot cactr,nd b�yood a dist�ncc Ific fuotin� f�ttnBS tn arCes µ�th ���ea� of lhe :'ootin6 .,.i cithe� ��� ���� cxpansivc soils sha11 bc dcsip�� W � I �, In nccordar�ce w�t� �e provu►oru of Secpon 1805 8 � 8�5.4.2,4 °IeCCmt7i of concxelc C;oocrctt fcxx�ng.• I 805 4./I ,1 Dcsi� toads, Foocings s6a11 bc dcsi SQflU DOt dt.. vIBCCd L�fOU�I `VFk�./ 11IIICSS 8 I7LfT11G (H OII1C! � moet unfavor�bk e�eas due to tbe combinabans of for mttbod epprovad by the building ��etal �s uscd, Wherr I��ads sPu�ed m Scction 1605.3 Thc dead load shall tn- P�'COd °nder or in tbe przaence of w�ter c)ued the wei t of found� shall be dcposited �� the concn.�c � ms„ footings and ovcrlying bY BPProvcd mcxns to cnsurc muu- � R�� Uvc loadt, �p m�un scBrcgaLon of thc mix and nc i blc ap�clfled � Sxtion 1607 9 �� �� 8� 8� eur�uJe�a ��I Arc p�� to bt usod in dtyignin� footing�, 1805 4 I 1�b� I ��ons or ry �� ��m o�_ 1805 4.2 S otficr viMaboru ar�e tranaa�iried through the �toction of concrote Co►Kxotc footuigs fO corisidcration ehall be �iven in tht footing shall bc Prntocted from frce�n P�iod of no1 less than fivc g �� 8 �P��Mg nnd fo� d �� gn tD �,� ��°� di�b�cd of thc so�J. � thcrtaft�r Watcr shall Not be allowod to �ow through the depositcd cancrur I 805 4 2 C�u p�o6� The deai s��a� of cm � �' ��� � 0°D 1805 4.2 6 Formin crctt footin shell c�pty witfi Su.'tion� g of concrac Conc,,�tc foW,ngs arC I 805 42 1 through 1 gp5.42.6 and tfic provisioas of Ch � � ���°�� mc �h whcrz. in tbc op►n- �cr I 8crs 4� eP' ion of thc buildu� official, soil ca�ditiaR� do na rcqu,rc ��8- �cxz tortntn8 !s rcQulred, h sha11 bc in acmr- E"O�'a'o• Wbuc a e,pcci6c dcsi �� `�'�� ChaPta 6 of ACl 318 Crrtc f � u not ptovidcd, car °O �� �PP��g walls of li t. �°n erc ➢ermm,e� W be desi � N� frM�t CooSWc- 1805 4.3 Magp T x b l c 1 8 0 5 4. 2 8n accordance with a n d o o r u tr u �-unit fooQngs. TAc desi g n, m a t a, s) s c t i o n o f masonry-unil fopting� shall compl� "'rth SxtiQat 1805 4.3 I end I805 4.3 2, and thc prvv�awru 1 FSOS 4 2 1 Of Chajxer 21 Shall 6ave e��� ��• Cooc7ttt ia fppqjng� L.tss than 2,5 �� ��ive str'eoBtb (f o) of not AI ?8 de Pa s9ustc inch (psi)(] � 237 kPe) ��'m: Wb°r° e �P°�+5c doaign u ooi prvv�dod, m�- YS nry-unit foodng� supportinB walls of Iight-barnc con- SUuction arc purnitted to b dcsigncd in eccordancc w•�th � � a ? � Rc�scrvod. Tablc 18(IS.41. 1805.4.3.1 Dia�,� M�� footing shall bc laid tn 'iyp� M or S moRU ooraptW►B witb Secbon F007'WGS SUPPpRTING Wql,� O LIGFiT- FRAME CONSTR UC770Na b c. d M1MBE�2 OF FLOORS W��1 OF T7 OF � SUPPpRTED BY THE F00771JGS• �� FOOTiN ' (inches) � I i (�nchcs) I l2 6 I 2 15 � � 3 6 I �g I Fo+ S 1 I tnch = � � 25 4 mm, I fvo�t � 304 8 mm. d Dcpth of footmgs shal! b� m�,� �� �b� 1805.2 b � BJ�ad undv tbc 800r is � D��ticd to bc cxcavazcd to thc cicvation of tbc to➢ of t�c footmg m �� ��1 �A�tted to �p�,d by irolat,ed footings Tde f widtb snd 1 � �P�d not morc than 6 Fat on �� `�' sha11 be �,�.•, d Fa tt�icJmcs9 of foundabon walls, su Scction 1805.5 e S�� P� lo ��oot � °� W dte scipula[ed nttmbtr of flov►s, Foodngs sup�catu�g ro��t ����� rcqwrtd for su� f Plau� emcrrt� foohngs for Group R-a o�nc,es are permiatd w be 6 u�ct►es th�cJc rwtiva �uiiutu� �.vuc vuiuic = �5� _ �- -- - - -; � � — � _. � �i'� '� ���f�1 . � s.' BCIS Home Log In User ReqiStration Hot Topics SubmR Surcharye Stats & Facts Publka[ions FBC Sbfr BCIS Site Map Links SearcA � s. � ��+ Product Approval � ��� � 116 USER: Publfc User • Vroduc[ Aooroval Menu > Produc[ or Annlicatlon Search > Anolication 4st > AOpliCatbn Debll �� FL # FL9334-R1 Application Type Revision r ' _ Code Version 2007 Application Status Approved � n • II� � Comments �<- «�� �I� Archived �� Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj�tc-alum.com Authorized Signature Vivian Wright rickw(�D rwbldgconsulta nts. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Eva�uation Report from a Florida Registered Archited or a Licensed Florida Professional Engi�eer Evaluation Report - Hardcopy Received Florida Englneer or Archited Name who Lyndon F. Schmfdt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurence Entity National Accreditation and Management Institute Quality Assurance Contrad Expiretion Date 12/31/2011 Validated By Ryan J King, P,E. Validation Checklist - Hardcopy Received Certificate of Independence FL9334 R1 COI CERT OF INDEPENDENCE.udf Referenced Standard and Year (of Standard) SW�dard Year Aluminum Design Manual 2005 ASTM 8209 2004 Equivalence of Product Standards Certified By Sections from the Code http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2fAIdUdyT... 5! 11 /2010 rionua csuiiaing wuc vuunG ` "b" � "' ` Product Approval Method Method 1 Option D Date Submitted 12/03/2008 Date Validated 01/07/2009 Date Pending FBC Approval O1/15/2009 Date Approved 02/03/2009 Summary of Products -- — ---- -- --- — ---- — - - FL � Model, Number or Name Descri ion 9334.1 Aluminum Ro�ng Panels Roll Formed Riser Roof Panels Limits of Use Installallon Instructions Approved for use in HVHZ: No FL9334 Rl II SPEC 9334.i.�df Approved for use outsida HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Desiyn Prctsure: N/A Evaluation Reports Other: See Spec 9334.1 and EVAL 9334.1 for additional FL9334 Ri AE EVAL 9334.1.odf limitations and Product particulars. Use of this produd Created by Independent Third Party: Yes shall be limited to conventional aluminum/patio construdion. Back NeYt Dep�rbn�nt o/Caw�nualt� AM�hs FbNd� OuNdlny Cede OnNne Cedes awd Sbnda� 2555 Shumard Oik Bouhvard Ta/lahassee, Fbrids 32399-2100 (850) �87-182�, fix (850) 414-8436 p 2000-2010 The Sbte ot Fbrida. All rlyhts reserved Privacv SLtement � Coovrloht Statement � Aco�ssi6111N Statement � Plua-in SoRware � n��mmer 4ervke S�rvev � Contac[ lJs Product Apyroval Aecepb: � � � � WrIHM Nt�M r��nr. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt%2fAIdUdyT... 5/11 /2010 'pH� �1N1rilNNOp ONIOIIfIB n�•e eooz Q, p sorc► •a� �•a 'wwvs •s /// N i �' � � z/ ��� �� � $�� ��Q� O IA � � �f � ¢�as a� NO°�� �AlBf135SY ip 1MVd �- ~ � � � �WMrJ P�Ie+d W PreB �VNeI! Z ,F � � L�1�'�6ro'Cta 'q� ww� ^ � 1 �eorc v.a.pn acz � rov 'L/' S73NYd 9N1lOOM Ii1/11�IfW17V E ����� � '�N 'LIl1VL1fKMD� Q� � �� .S� � �� •� � O � O .$OB'0 ,OIZ'Z •S �["�{ � • � � r-- I . oL r � �-� & �� 0 .oeco � .. � n a > a > N � G v Y v V � p � W �Z � m � m o m a � � � �� > a �€ � m � '� y 9 u' 9 i �� W S ^ � 6p Q � W � LL � � K � • s C � C �� � a � � � � s�� i� a ` � � � � � � � � \ m �; x �; � S$ ,SLO'0 � .5L0'0 .SLO' .SLO' n o � 0 o S l o `� n a ° � � � `n � � ,SLt'0 .Z9S'0 � I I r^� o .L91't .i6'0 .OLfO ��. �OSC l �80f't .LZ'L .9f0'£ � � 'G c � � �� � � � J � o � ���������� ��� ,�W � z g � � ���������� � - � �o Q � � ���� ��� � ��� o� � �.� � �����������$�� � a� � � aaaa o 8 � "�Z� mLL � ��—� ���������� E _m Q Q � � � �xxxxx� � u � O ���� � � �„������ � c .- � � o h o �.'`�;- � W= � ���� „� � __ �66�6��.���� � 3 r � _ .. � P� � ,, � o � � ��� °�-s � �������� 8� �� � � �� �������� � ag�� � E� � .� _ .� ;� S z °��� � �� �v �E������ � L � � � N � � � � � � � � � � � � � � � � C � � � � � L � � g� v�� 6 0 � «�<g� �� �� b� ' J �� � � , � ��$�°°���o �� � � � � = w � 4 O e � � � fi = K K M sf � � � � Q �� ��° � : xKxx`���L��� C Z?� O U p� � ����� MM�"f �f.-�.� � ��� � � � � � ^� � � g 0 ����s�� �° � � � ��°� c� _= � =� � E � a 70(X-U ��0'bC£6-I�YfE6-l���N�KI J9MN'0�95Z� 1�OOE1 �ddWaVPJ T��SA�o�d l��M Florida Building Gode Online Page 1 of 2 _ S � . 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Y' .. - � .._ �JC�M�aiidiep'ir " �_ ' . � BC[S Mome Log In User Regis[ration Mo[ 7opics Submit Surcharqe SWts & Fac[s Publiwtions FBC S[aff BCIS Ske Map Links Search � . �Produd Approval � �! ��-y� ?� !S USER: Public User • - Product Anoroval Menu > 7roduct or Aoo�ication Search > Anolica[ion List � ApplRatlon Dehll � dy��� i � -� FL # FL2864-R2 ��!� � Application Type Revision : Code Version 2007 � �q�r , � , � � Application Status Approved � � Comments • � • Archived i �A�'.� � . - Product Manufadurer Kinro, Inc Address/Phone/Email 500 Airport Drive Mansfield, TX 76063 (817)473-4421 Ext117 ddewey�kinro.net Authorized Signature Kinard Mike mkinard�kinro.com Technical Representative David Dewey Address/Phone/Email 500 Airport Drive Mansfield, 7X 76063 (817)473-4421 Ext117 ddewey�kinro.net Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Singie Hung Compliance Method Certification Mark or Listing Cer[ification Agency American Architectural ManufaCturers Association validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Yesr AAMA/WDMA/CSA 101/I.5.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted OS/22/2009 Date Validated 03/09/2009 , .. � � �, • . . , , , � , , ., „.-•. ..,.. .� ., , .,, . ... .,. . .. .. .. „ , ,......., Flcirida Building Code Online Page 2 of 2 Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 - - — - -- - - - - - 15ummary of Products — - --- -- --- -- -- - FL ak Model, Number or Name Description ! 2864 1 26000 SH 46-1/4x63, Alum, Flush mount, Tilt-in sash, IG, 1/8 DSB � annealed Limits of Use Certitieation Ayeney Cercificate i Approved for use in HVH2: No FL2864 R2 C CAC KIN 26000 R45 46x63.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 06/17/2012 ; � Desiyn Prossure: +45/-45 installation Instructions � I Other: F�864 R2 II Window Installation Florida v032009 �d Verified By• American Architectural Manufacturers Association � Created by Independent Third Party: I Evaluation Raportc Created by Independent Third Party: �__ 8ack � L Next � DGA Administra Ion D�p�r6n�iK o/Caww�unRy AAIiIrs PbrM� I�HdNp Code OnMne Cod�s �wd Sbad�ids 2555 Shumard Osk 8oukvsrd Ta/Mhissee, flbrids 32399-2100 (850) 487-1814, Fax (850) 41�-8436 p 2000-2005 7he SUte of Fbrida. All rights reserved. Coovrlaht and Disclaimer Croduct Approval Accapts: � � � � w.uhw � MevN u.r •. 1_u__'// n •• � •> >• i i i.• n ..r��i�r� .r ni,.� .>�ini�r ni� ♦ in�nn «� - 1 1 �������? 19 . �r I�: I 1 J��1iJB I L E H011E SUPFL ' �' B53E�6 ;'' �'� FAGE :,� � �d 1■.. ze Recommended Window Installation Instructions Far Metal, Vinyl, Flush Mount and Recessed Fin fncluding Egress Units MANUFACTURCitS NOTE: Fsilpnc t+o fol�o�v tl� iMStr�ctioes �y c�v�c �t wiedow' no1 to tuetio� properly AO prodact liRbility aad w�rraaty terld bt void. Tkesc i■sl�ilttieu i�structio�s �rc �etom�udstioae oMly. l.ocal bNildin� eod�s m'y �pase additioaaf req■irema�ls, aad t6ose eades msy s�penedc tiese i�str.dio�s. I. itoutb Op�nin� ratio' A. Opening for wi�dnw�s should be t'rameci in accoidancc with tfie iequit�ed spu�da�ds far si�,c of wmdaw ased in order nc� to apply atty loaditttg tp thc wiodow which muy hamper its operation. '[1�e p� tough opening should allow 1/$" ctearance on each side, the hesd and the sill, including the ttiic:kness of pt+e-fmisF�e;d pancling, shims, liners, etc., where w�ed. B. Wlt�dow r4�b o�ewine �4onld be levd. olrmb ard eqwr�e: (.'hocic width, height, st�d diagonel measuremenEs for squarcness. Thcc+c should bc no more than 1/$" variation belwcen d�ese me.asuttments. Avoid the �e of warpad, twisCed, or knotted framing membars. It is reeommended that the sill nf th� r�an�l� opcni� bc str�hl awid kveL Bc►.red or warped sil! li�mi� members ca� rrault in A crvw�ual si� ot tbe w�i�duw�. C. Mak� certain all mounting surfaces (siding inchided) are securely fasbened and flst around thc perimeber' of the window openin�. Chcc�C Ehe opening for cornect size. Kinm recammends adding 1/4" to the actual window widt�fi and 1/4^ ro the actua! window heigM far the rough �pening si�e. D. According to Federa] Mauufi�ctured t�cxne (;dnstructian end Sxf�ely Stat�ard, t� bottom of an E�xs w�ndow shall not exce�ed 36 ia�c4a� Rbove the tloor, nor shall. any latch or ot�er dcvice for the windaw, screen, or storm window which n�eds to be operated in order to pennit exiting, be loeatcd in ex�cess of 54 iaChes from the finished tloor. E. Fla.s tn : lt is not the responsibitity �f the win�dow manufac.�tur�er t�a dai� or c�commend s tlashing Ryatem appropriat�e to each job condition. il. Wirdow� Ioat�ll�tion A. tt is recommended tu apply a 1/8" ihiek, suitable, good qualily, not+-hsrdeniag, watcr r+esistant seal�nt tape (putty or butyl type) to the beck of the window maunting flan�es ia oedcr to pnnvidc a goad seal with tlie homes weathe�proof envelope. If a gunable se�lant is used, a 1/4" bead ahould be spplied centet+ed over tfie mounting holes on the back of the wipdow mdunting flaoge. CAUTION: • Far vinyl windc►ws, do noc ►�ve a se.a1ar►� rha� cxx�tatns �ivencs which may chemically atrack vinyl. • The use of foam lapcs is not rccommended for window installatioa 13. llo not tr:n►t�ve any shipping clips (if provided on d�e windaw series bein� in.ctalled) xnd �hv�m kee o�erAtiARs�sh closed 9od locked dnriee installallon. ) C�' �� ] 1-�?���9 g q:�� I' f! 1 1�1[IB I LE H�=Q1E � `r B~�?F,6 ;���� F'f�E : 1 C. Always bgndle windows properiy. Alwuys pick them up by bc�th side jambs using both hands. Never pick up and han.dle windowa by thc header only, siU only, c►r by one side jamb only. 1'his can damage tiie windows and possibly ruptute the glazing �ea! and/or joi� csulki.t�g, ti�us resulting in a possibl� leak. D. C�fully inscrt th� window into d+e opet►ing. Center tk�e witidow in t�e r�ugh c�pening with lhc sili of th� windc�w resting on tfic sill of t�e rou�h opening. �:. Ihive t!►e first facker►er at approximately the center of the vcrtieal frame jan�h_ Drive t!� seoond fg.stener on trie opposite jamb at t�c approximatc center. Drive the Wird fastener at dte ccnber af the sill cnember. (Nute: W6ea 1�shlliag w�iadows c�k t� w�iadow sill tor �traig6tneex. If the w�i�daiw aill is crowaed, Apply light pnssan at t�e ceeter o� windmv �ill sntil it o kvel. Wbile holdl�g t6e sill kvel, driv� thc tYfr+� t�sben�r into the c�►t�e� of the sill.) lhivc the fourth faatenu at the center of th�e bead, Run fast�.ner:s, fr+mm �ne of the above fash�ne.�s, W iho �nd of each frama rnemberj. Jte�at this step w�til nll fasteners have bc�aa i�scAed from the center of tne vertical frame jmmb outward to both ends of each member. Fmish instxliitrg the fa,�trs from t6e c�nler of the Frame Hcad and Sill outwsrd to the ends of each member. See attached drawing for visaal guide td faataner placanet�t of as�rted window types. Notc: Al! tastencrs s�oald be driven �traigl�t itto the w�i�dow� h��. Sec seetioo 1Ti for Latea�r info�doa. This 9eq�nce of fastener installation appfies to both vertical and horizontal slidwg w'tndows, flush mount and recessed fm mount, f�or both metal and viny! windows. A dnw�ing is �ttsicMed for viaurd r+�fer�c�c�. Afler tt�c initial fastcners arc plac,cd, it is importent that Wc instalicr does not tun the e+emainder of the festeners in a continuous ckx:kwise (ur wunier clockwise) fashiun arnund the windaw. �. Avoid d�rnn�ge to tbe seal bctween thc glass u�d the winck�w gla�.inp, member. Power drivets shouid bc adjusted so as not to cause excessive dimpling of t�+e window flauKes. Careless mouniing pr�neodw+es could negate wiodow c.ertification_ tU. lf We cxposad surt'a�ces of the rough �nside openiug are. to be tritnmed c►ul with pre, -�nished pet�eling, it rnus� be done in such a maancr ao ae not t4 distort or twi�t We window fiame rncmbers and make the operating sash tight or iuoperat�k. If intetior lrim is installed prior io windaw installation insure that enou�h noom �s leR to sllrnv the window to fu11y sr,ai ag,�nst the exterior wall surface. !)o not obstruct tilting sash operation or locking mec:h�nisms with inside trim, wdod nnolding, etc. i 1. W indows shnvld be checked stier installation ta m�ake sure thai all moving pnnels, mechanisms, latchcs, and oUier hardwaie function properlY• Any shipping alips must be removed prior to openttion ofthe window. I. 1hc windovW's exberior m�unting tlanges Shoutd be checked affier ifie i�sllatan to assw+e an ali-weather seal. !t is recommencted to seal Ihe outside tc�p of window (full width) with a good quality sealant for additianal insurance. J. For vinyl windows, feave an appropriate gap beiween the edge df ihe sidi�►� matefial snd the window frarne to allow f�r siding expansion and eontractio�a, Ho�r large vinyl winduws with rec.ess�d fins (size 72" in widtl� and widcr} Kuu�u rccommct�cis a sill support (minimun� 1" thick) t� instaUed underneaih I:hc projeeted hame sill on t�e ouiside. 2 �-1 1-������? 19 :�� f' I I �T f�1pB1 L E HOf9E '=.IJPF'L �' 263r,6 �� ��� PA�aE : � Y(.. TbE O� 0� �► i� S� ����� VVlIA�1'1�N OC �� Of Stl �'� � s�'soem � the wi�w oat�8a�tio�1• 'Sba ope�"'�6 �� o�xti5a�tia► Iab�1 ac+e � pams��ut p�t't of tbe F.ge�xs v�ut �nd mu�t twt be reR�v�ed. G. 'I1�tr� abould nq1 be any �n plaoe�, �ed. or Iocemad 'maide or ou�ide aa fi�ese win�c�'�+ vvhic� vrould �au� direct �ocx� to Egaeas De+►ias oc aocxoec� on the ntinimu� d�ausio�s fcx ho�i�onml. v�rtica�. �d �� farx of arr� rnqva+od far �a�. C�stio�: Fla�naW� f►tirica ao�ld pncvani aace�s to the exit davioes. M. An o}x�ionsl cbecic of each ir�lbd � Wi�de�w or Dwia shell be uw�d� at drt ia�li�iwn set�s. Far HUQ ma►u�e�d fw�r�ea it is R�oonane�ded dnt t6c Mrwb►cturod Hane F�cco�y r000rd ad rea�ia a pamrneait rooad of die �ris! niu�rx of tba F.�ete �mit ia diY+eoc co�rLtia� with tha serisi numbet ot' fhe NL�u�ict�+ed Hame im wfii� it �is ie�atled '1'his will f�'lidbe corrediot� rec�ll �ad notif�tia� for non-oar►�Eiwx datecl� �aod/or inmr�ent safdy fi�+M'+ds. N. Do twt i�atall vmyl wmdows oa top of v�stic�al or Lori�ond�l �►�ta1 siding. i�'Is�es t�' b� d� � t�b mory occur. 'W� is voi�d. � � A. F.ieb� �►s, nals. or sq�Ple� �oe�1' be taed �s �nas far �cur �ion. The f�na� muet p�netrale the sb��d ad least one (1:� i+�h, sUo�rin�g �'a' r�ia' �• Th� p'a"P� �B holea in a� wi�o�► fl� ar�e tu �t our cte�ome� who usc � pait head scxew ta�. ptnx a�u'rvala+� f�slenees would bc �s �'olbws: 1. 6� �aoaxh � �u�c (min. 1 '�4'° p�stioa) 2. 6D sing t�k mils 3. 16 g�nge �iv� c�arbed staplem, 7/l5" cmwo. Nolc Any �ata, ather x�ew, pait, or sbple � is �ft �cpo�ed bo ti�e vredher attauld be of a plamed type thot will not oorr+odG. C. Is� 7� 9� rnh a� le� [HIrD�-'YV�� or� q�iav�aa con�ed ddit�. ■ bis�r siaNi be pltioed 'w► r+ary Mh b�rre a p�per w�st�er se�t ar�ud �*ai■�' d t� wddaw, On �q�ootli wood �'mish sid�g a 5aoeo�er in e.w�ery vf�r bok for slumimim win�ows and ev�ry �ok for �vir�►t w�ow� i neoo��ded. Wi�at ia�lliqg s 1vie�dow i� d�is �hion. the ir��Wlad windar�r ai�ouad ba ebec�ed to a�em+b da�t fAa�e snc oa �o�a ddMt or =i�ee ln the fu� d�et wouid aDnw a wama� or air leelr. Fac�arior �rpc � eoaW t6w be pl��aad oMer the wiAdow. Wh�ea t� �ils ar �taplee, thry do not I�e w be in die 1r�.iu�t in tbe �eneral Ibae�tia�. D. L,W1�Sdeea� ��►e� ��u.te���Vi�d ?.s�er �,� ml: o� far�arer �lwuld bC !�� ��Y �S hok to moet �uil �h. Except for the� Y'°qwred m� of f�b�rs, foUaw �11 ios�udioma �t+ed abav� �A �� c�.i.. IA� �i - ..�� �� �� �, � � EXp � 0 0'7 � � �! r' �aF �AI.����I► _ 3 J � �� fQ �INDOW INSTALLATION '+' � FASTENER PLAC�MENT �U,/1� � �- � —D C � � .. _.. , 2 f I IEO f I QE OPER/1T 1 N6 � 2 s��c i�YfO tltE . -�• ! I 2 2 �� 3 • -�=� HOR I IOIiTAI SL I DE pPEt1AT 1 MG N � M DOwS SASM �-� � � 6 - � �.__ .. 4--- 3 —� VERTICAI S�IDE � 2 I 2 s�N��E HUNG � P�CTURE �r � N DOMS - Atf�r iMitiol ioste�ers •re �I�ce� �— run all ot�e� faslc�ers fram '�.r" —� 4 —'� 3� one of iAen to fk� •sd of ti� .»�.ber. DOUBLE EItD SL�DER !t is r�co�a��sd te al�ar� �1art COM8INATIOK ot tMe opRroe iwate ce�tcr •t 11a jan�, '�� K��� r�woa FAiTE11ER W SEALA�T/TAIE r�iM00� �II�TEMER YEALA�TITA�E s���� � W i 11E7111 i1�IN � Q C� � � � � l . __.1 f'" � fRM1E JA16 i��ME .IAI� Z T�IM = z � � � u� �or �N �.� ior a � � W � = 1RTERlp! S7YD fMTEt10R s � � i1�1iM FI�IfM W � U ,� Ifi' 1/i' W � TP►1CAt ilbf JAM� C�OSi i[t114M Tr�ICK i��E :1� CNi�s fE[TIOIi � /IYN UtE�14! TlIM �IiM I�iER10� fZIM i�iTU.i.Ep �rrE■ ��r00� paye 4 of 4 ���t�us �ESORf M�roor i � � Florida Building Code Online Page 1 of 1 �;> f � y #s � + � � - - ' -- -- - � - — - _ �� �ira�df:re �it��� ��"�'� ".1 . '' BCIS Home Log In User Reqistration Hot Top�a Submit Surcharge Stats & Pacts Publiwtions FBC SwfF BCIS Site MaD Links Search t � �� Product Approval ♦. �� t � � �(r. USER: Public User • � Produd Aooroval Menu > PrOduct or AoohcaUOn Search > Applitation List � � ___ _ _. _.__ -- - - - --- Refine Search� � Search Crfteria 5302 � ��.t��� ICode Version 2007 FL# �;;,,� •� - � IApplication Type ALL Product Manufadurer ALL ^ � � iCategory ALL Subcategory ALL _;�,�;�y�,_ a�Application Status ALL Compliance Method ALL I ��* IQuality Assurence Entity ALL Quality Assurence Entity Contract Expired ALL � � �, ` iProduct Model, Number or NameALL Product Description ALL � ���� - w _ '��`��' ' ` - � �Approved for use in HVHZ ALL Approved for use outside HVHZ ALL � 1 1mpact Resistant ALL Design Pressure ALL � �Other — - ALL -- - - - -- - -- -.- ---- - � -- - -- ----- - -- -- - — - - - -- -- -- ---- -- — ---� � Search Recults - Applications � FL# T e Manufacturer Validated B Status FL5302-Ri Revision Amarr Garage Doors Steven M. Urich, PE Approved : History Catayory: Exterior poors � Subcate o: Sectional Exterior poor Assemblies 717 932-8500 M*Approved by DCA. Approvals by DCA sball be reviewed and ratified by the POC and/or the Commissfon if necessary __{ Department o/ Community A!/slrs F/orld� BuNdMy Code Onllne Codes and Sbndirda 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-1100 (850) 487-1814, Fax (850) 414-8436 m 2000-2010 The State of Florida. All rights reserved. pnvaa Statement I CoovriaM S[atement � Accessibilitv Statement � Plua-in Software I ���omer Servica Survev � Contac[ Us Produd Approva� Aocepts: � � eCht,:k � ururitc�.t= u:ic � ve.�s��� �;� Trwtea J � .t� � http://www.floridabuilding.org/pr/pr_app_lst.aspx 6/14/2011 Florida Building Code Online Page 1 ot 5 � - __ ti�` � �'' - . �' �,j ... � � - � �^¢ � k � . . > ' : �' �. t � '..v . w e� �.�... -. . - wn :� � _ . BCIS Home � Log In User Registration Hot Topia Submit Surcharqe SWts & Facts Publications FBC SWH BCIS Site Map Links Search � � �� Product Approval • = ��; �USER. Public User • Product nparoval Men� > Product or Ao�lication Search > Aoolication �ist > Appflcation Detail k ' u�F FL # FL5302-R1 ��M���� Application Type Revision ` ' h Code Version 2007 � Y¢` . , Y ,, _ .., ,.� A roved � �� � Application Status PP � Comments �� `. � � �Fx�� ; 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 Danny ]oyner danny.joyner@amarr.com Technical Representative Danny Joyner Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1309 djoyner@ammarr.com Quality A55urance Representative Address/Phone/Email Category Exterior poors Subcategory Sectional Exterior poor Assemblies Complfance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engfneer Evaluation Report - Hardcopy Received Florida Engfneer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/O1/2099 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R1 COI Tom Shelmerdine Letter of Indeoendence 7.24.2007.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E 330 2002 Equivalence of Product Standards Certified By http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDqunL7seVZMFL... 6/14/2011 Florida Building Code Online Yage Z ot S Sections from the Code Product Approval Method Method 1 Optfon D Date Submitted 12/15/2008 Date Validated O1/07/2009 Date Pending FBC Approval O1/13/2009 Date Approved 02/03/2009 �--- — ---_ _ --- --- -- - — - -- ---- --- – Summary of Products FL # Model Number or Name Descri tion 5302.1 Stratford (M600) and Heritage Dwg. IRC-6009-110-11,Thru 9' wide. M950 Limits of Use Installation Instrudions Approved for use in HVH2: No FL5302 R1 lI IRC-6009-110-11.�df Approved for use outside HVH2: Yes Veriffed By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent 7hird Party. Yes Desiyn Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in FL53D2 R1 AE ASCE 7-98 -02 -OS.�df � HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-110-il.pdf debris region unless structure is designed as partially Created by Independent Thlyd Party: Yes enclosed or door is a re lacement door. ; 5302.2 Stratford (M600) and Heritage Dwg. IRC-6009-100-11, Thru 9' wide. (M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-S00-il.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in FL5302 R1 AE ASCE 7-98 -02 -05.odf � HVHZ. Glazing option shall not be used in wind-borne FL5302 RS AE PTID 5302 T IRC-6009-100-1i.odf debris region unless structure is designed as partially Created by Independent Third Party. Yes enclosed or door is a re lacement door. 5302.3 Stratford (M600) and Heritage Dwg. IRC-6009-120-15,Thru 9' wide. M950 Limits of Use Installation Instructtons � Approved for use in HVHZ: No FL5302 R1 II IRC-6009-120-15.�df Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 : Impad Resistant: No Created by Independent Third Party: Yes Desiyn Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.�df HVHZ. Glazing option shall not be used in wind-borne FL5302 RS AE PTID 5302 T IRC-6009-120-i5.odf debris region unless structure is designed as partially Created by Indepe�dent Third Party: Yes enclosed or door is a re lacement door. 5302.4 Stratford (M600) and Heritage Dwg. IRC-6009-130-15, Thru 9' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-130-15.�df Approved for use outside HVHZ: Yes Verified By• TOM SHELMERDINE 0048579 , Impact Resistant: No Created by Independent Third Party: Yes Design Prescure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in FL5302 Rl AE ASCE 7-98 -02 -05.pdf HVHZ. Glazing option shall not be used in wind-borne FL5302 Rl AE PTID 5302 T IRC-6009-130-i5.odf debris region unless strudure is designed as partially Created by Independent Third Party. Yes enclosed or door is a replacement door. 5302.5 Stratford (M600) and Heritage Dwg. IRC-6009-140-15, Thru 9' wide. M950) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R1 lI IRC-6009-140-15.pdf i Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 i Impad Resistant: No Created by Independent Third Party: Yes ! Design Pressure: +31.0/-35.1 Evaluatfon Reports � Other: Design Pressure +31.0/-35.1, Not for use in FL5302 R1 AE AS�E 7-98 -02 -05.�df � HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-140-15.pdf ! debris region unless structure is designed as partially Created by Independent Third Party Yes http: //www. flori dabuilding. org/pr/pr_app_dtl. aspx?param=vvGEVXQwtDqunL7seVZMFL... 6/ 14/2011 �� � � ���»�� '' � � � ' �� � � ,����\.�O ./S.'�� �� �� � C , 3dY �• p:: � � �j a � ��y � ' �c: :;CLS� � e �'. ■ ��� �,e �� � 'o� p . o'.�� ' �,: � e �� � �RE ' � � � ^ � � � �jY . N.3 � 1��1�.. � � �� � � w R � ' � ' �� s' �� 5 ., � � � �_ ��� ��'�� � � � ��� �\�� ° � 3 ����� �� � � � g $ � � � ` ��< o s �i � � � g �� �� �`�' ��� 3 �iY.,� i � � t� � � � �� �� g�° ���� $ � �b �+ � �j+7 � M m � � � � � y � � � � U � ' � � � � �p C F s `R �i� �H J ��I � < f � � ■ �� ! 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Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value � 0200 MSUBM OOM1 6,000.00 SF $4.40 1.00 $26,400 � 0200 MSUBM OOM1 234.00 SF $0.55 1.00 $129 Additional Land Information Acres 0.14 Tax Area 30ZH FEMA Code � Residential Code GDHZLPI Buildinq Information - Use 02 - Mobile Home (Card: 001 of 001) Year Built 2003 Stories 1.0 E�cterior Wall i Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall i Drywall interior Wall 2 None Flooring 1 Sheet Vinyl Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C None Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 FST 120 $2,832 2 BAS 1,620 $84,953 � 3 � 384 $4,038 4 FEA 216 $9,649 5 Q 8 $105 Extra Features (Card: 001 of 001) Line Description Year Units Value 1 DWSWC 2003 412 $803 2 CAC-4 � 2003 1 � $616 Sales History Previous Owner REYNOLDS ROBERT L& JUDITH A Year � Month Book/Page Type Amount 2008 03 7780 / 1208 WD $125,00� 2003 04 5333 / 0388 WD $17,900 1996 03 3557 / 0946 � �— $0 http://appraiser.pascogov.com/search/parcel.aspx?sec=34&twn=25&rng=21 &sbb=0090&b... 6/23/2011 I IIIIII IIIII IIIII IIIII IIIII IIIII IIIiI IIIII IIIII IIIII illl IIII � • 2011094340 �1'07�1LE OF C:UMMENC:EMENT Rcpt:1373869 Rec: 10.00 DS: 0.00 IT: 0.00 06/20/11 A. Giard, Dpty Clerk Pernut No Tax Folio No 34 -as a,_-�dq� ^ ab�7uV – �S� � PqULA S 0'NEIL,Ph D PqSCO CLERK & COMPTROLLER 06/20/11 10:50am 1 of 1 THE LtNpERS1GNEU hereby g�ves nonce that unpro��emenis wi)� be made to cenamRe Bprope � an�i a Pordance wi�� 71 3 I 3 of the Flonda Statutes the foll��wm g infonnation is r i �,�>> d e d i n � h i s N n T 1 C E n F ('( 1� 9 M F N('F,111EN7 c��on t�ro��1 I�or�t,ov�g-�i V+aSc. ont.. �g 3�k P(�54�t- �o�. I DescnpUon of property (legu/ description); _�o}� �•5 �_ ��- � �� � al Street (job) Address• 37Ga' S/ � Ieuk Q� , _��L_Z , �h�� , h�l���►=_I _33�,� -- - - - - - -- 2 General description of improvements: �¢,� �� v� _ Pn - �� --��e.n_€►Qns ._�nelu,d, L�.DLCC�'I �-'._ — --- - - 3 Owner lnfonna[ion �- � -�- a} Name and address: ��j`f)�.�.; 3?`�,� Ne ko Z b► Name and address of fce s'vnple titleholder (tf other than���� ��'��'�� �� L 33St(1 __ c) lnterest m property --- ------ -- Contractor lnformation -- --- - -- --- ---- ----- ---- - -- a) Name and address�N �,�o_�_�, � th� 4oa�m�c ;s €sc� sss-�F3 --- b) Telephone No 8 � 3 c ��fZcl . 7�g� J ,�� S �� S.Surety Infonnation -����--- Fax No. (OPi ) $►� - '?IS - loS� a) Name and address. b) Amount of Bond: c) Telephone No.. -- 6.Lender — Fax No. (Opt.) —'----- a) Name and address: _ _ .--__ 7 ldenti of Phone No. --- — �Y person within the State of Florida designated by owner upon whom notices or other dceuments may be d a) Name and address: b) Telephone No.: 8•In addition to hunself, ovmer designates the foJlowin Fax No. (Opt,) 713. I 3(1)(b), Florida Statutes: g��n to receive a copy ot' thc Lienor's Notice as provided in Soction s) Narne and address• b) Telephone No.: 9.Expiration date of Notice of Commencement (t6e ezpiration date is one year from 6e date of recording unless � different date is specYed): �'�'A.RIVING TO OWNER: AN]' pAyMENZ'S MqpE B1' THE OWNER AF"1'ER THE EXPIRA7'ION OF THE NOT)CE OF COM]yE1VCEMEN�' qJZE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDq �q�ES, AND CAN RESULT IN Yp1.TR pAy�G �CE FOR IMpROVEl�N7'S TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT lyUS7' BE RECORDED AND pp�D ON THE JOB SITE BEFORE TH.E FptST 1 NSPECTIpN, � YOU INTEND TO OBTAIN FINqNCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIlVG YOUR NOTICE OF COA��VIENCEMENT. STATE OF FLOR ' 1 COUN71' OF � L 2 o� N ` Y °�� Notary PuWic State o/ Florida � O �� �� : 6ruce A Asbel S �B��r ner or rr's mhorizrd OtTicer/DirecWr/Partnrt/Manygrr ;,�• �,�• My Commission DD98901p � os r�� Expires 06/22/2014 Print Name Thc forcgoing instrumcnt was aclrnowledged beforc me this � � -�_ aay of _� U.r� , 2o I�, by l: rnC1c� ,� as (type of authority, e.g. ofiicer, trustec, attoroey in fact) for (name of party on f of whom instrumenl was eYecuted), Personally ICnowri ____ OR Produced Identification ✓ Notary Signature ' 'rype of Identification Produced � (U - ,�,lU -�YS �� °- a � . * Name (print) � (;' � � _ � ��.. _ , . Verification pursuant to Secbon 92.525, Florida Statutes hUnder penalties of er u 1 declare that I have read the fore the facts stated in ' owled e and belief p � ry' gomg and that .�Y Ao FORMS Ttp�,�.�q�� = o �^ Notary public 5tate of Florida � , Bruce A qabel �osr�o E pCes 8/22/20DD99g010 � Signaturr Natunl igning �in linr M �q ) Abovc 3'�AT� 0� FLI�RIDA, COUNTY OF PASCO � THIS IS TQ CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC ECORQ IN THIS OFFICE WITNESS MY HAND AN OFFICIAL SEAL THIS �DAYOF PAU O'NEIL, CL & C PT LLER BY DE TY CLERK