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HomeMy WebLinkAbout11-12630 CITY OF ZEPHYRHILLS � .. ' S335 - 8lli STREET � (813)780-0020 12630 BUILDING PERMIT Permit Number: 12630 Address: 39538 VALDERRAMA LN LT #217 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: RV PARK Lot(s):217 Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 5,612.00 Date Issued: 12/20/2011 Name: MAJESTIC OAKS LLC Total Fees: 97.50 Address: 39538 VALDERRAMA LANE Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 12/20/2011 Phone: (813)780-9308 Work Desc: 12 X 14 SHED W/ CONCRETE �. V ��C } � � d� ,�� ,7 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 wmply 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. "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. �� �/ L,, ��=1'� �'�,��� �-�-- '' CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 ° ' ' Building Department Date Recgrved ' � l3 � �$ � — QG Phone Contact for Pertnilting ������� 1 1 1 1 1 1 Owner's Name C' / �,� Owner Phone Number pJ3 ' ��3� Owners Address �/! ���{/J) g- Owner Phone Number � Fw Simple Titleholder Name ��' a �� "� 1 Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS � �L LOT N � SUBDIVISION I�?/���sn�_ D�K � PARCEL IDN ;� -� - _ � Q (OBTAINED FROM PRpPERiV TA7( NOTICE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM O OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK ✓�NG�) //V`LC�� /N L'�'N(./C�f'% � BUILDING S¢E Ja��%' � SQ FOOTAGE � HEIGHT C BUILDING 3„{'�/ /�f` VALUATION OF TOTAL CONSTRUCTION l U' o� QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ � QMECHANICAL $ VALUATION OF MECHANICAL �NSTALLATION ,�� � ��S Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER /�-�"'`-� ♦ COMPANY rT/�WS�ZIC(��"� SIGNATURE RECaISTERED Y/ N FEE CURRE� Y/ N Address ��S���O/i't ('iGI � /G /� License # (' � c� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/ N Addres5 License # MECH/WICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREh Y/ N Address License # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y 1 N Address license # � 1111111111111111111111111111111111111111 RESIDENTIAL. Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pertnit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence instelled, Sanitary Faalities & 1 dumpster; Site Wark Pertnit for subdivisions/large projects COMMERCIAL Attach (3) complete seis of Buikiing Plans plus a Life Satety Page; (1) set of Energy Forms. R-0.W Permit for new construction. Minimum ten (10) working days afler submittal dale. Required onsite, Construction Plans, Stortnwater Plans w/ Silt Fence insfalled, Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects All commercial requirements must meet compliance SIGN PERMIT Atlach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NE W construction. Direetiona: Fiil out application completely Owner 8 Contrector sign back oi appliption, notarized If over i2500, a Notice of Commencement is required. (A/C upgndes over 57500) " Agent (for the contrector) or Power of Attomey (for the owner) would be someane with notarized letter trom owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs 'rf 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" restridions" �whiah may b�� more resVictive 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 contractor or contradors 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 apply for the intended work, they are advised to contact the Pasoo County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if ihe owner has hired a conVador or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of Mis 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 lioensed and is not entitled to permitting privileges in Pasco Counry TRANSPORTATION IMPACT/UTILI7IES IMPACT AND RESOURCE RECOVERY FEES: The undersgned 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 9U-07, as amended. The undersigned also understands, that such fees, as may be due, will be identifled 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 projed does 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 pertnit issuance in accordance with applicable Pasco CouMy ordinances. CONSTRUC710N LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuatlon of work is $2,500.00 or more, I certiry that I, the applicant, have been provided with a copy of the "Fbrida Construction Lien Law--Homeowner's Protection Guide" prepared by the Florida Department of Agricukure 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 "owner^ prior to commencement. CONTRACTOR'S/OWNER'S AFFlDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulaling construdion, 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 pertnit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land devebpment regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may appty to the intended work, and that it is my responsibiliry to idenUTy what actions I must take to be in compliance. Such agencies include but are not timited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WatedWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps ot Engineers-Seawalls, Docks, Navigable Waterways. - Departrnent of Health 8 Rehabilitative Services/Environmental Heafth Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental ProtecGon Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions appy 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 violadng 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 oi the pertnitting conditions set forth in this affida�rit prior to commendng construction. I understand that a separate pertnit may be required tor electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically induded 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, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from fhereafter requiring a correction of errors in plans, construction or violaGons of any codes. Every pertnit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or iT work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenoed. 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 e�ctension. 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 N0T1 F OF COMMENCEMENT FIORIDA JURAT (F.S. 117.03) OWNER OR AGENT� �.� CONTRACTOR�,( ��_C�C�2 $ubscrib and swog� to ( !S� ed) betare me this ubscribed and s t atfi!�ed)�y fore me ttris �d'�py_f1Je2�'(� /.�° c�� 1�7y// by (' /YrY A �P _ Who is/are personally kno to me a has/have produced Who is/are p ersonally knm to me or hasRiave produced ��� as ident�cation. \\` ' "^� � Notary PuWic \\ ��\?'f\��� C\ `� �7� Notary PubliC . ..�� i Commisslon No. Commission No. e h� ��1' Name of N ary;�� .e�R�M) JOHNSON _ � �-` Commission # EE 105Ei42 : ; � Con?mission # EE 105t:�: ,�; }� �� :` Expir�s June 23, 2015 . Expres June 23, 2015 a N BatledTMui'royFainkiwraice8J0�38S7013 BadedllwTroyFalnNwran;,eN�a?�9E5•7ot> �,9 '� �n � _ � • � 4025 Morris Bridge Road CQ�TS��UC�TION, Zephyrhills FL 33543 . ; ����� � Phone: (81 �) 782 -1064 Fax: (813) 715-6585 � : � � To11 Free (800) 224-1206 PROPOSAL SUBMITTED TO PHONE DATE � n STREET � 9 � ' � '� , � (.J � SALE MAN CELLPHONE 3`�'�� ` ✓1���'��rmi-� ,Z,�.i � -k � - - �/,� � CITY, STATE and ZIP CODE 3 B ION . a l �/� We er by su mit speciftcations and esUmates for: ��,� S.� , , . �-� ._ ,.._._.__,�, �__,,, _ �� � � o � 9 � � � A' � �'; , ,vfi' f %,-' .E.r � J-f' ���.��.!t')'1.-72-r _Y / / 7 �� y_ � / .�fi7 v �t! ,�� . � / /;� 3G � � �.,� /y ��-�..� .l'•ti� �., .- . � �, ,r� j ?-c :��+.f' � / �....>! � � ii(l We ;PrOpOSe hereby to fumish materials and labor - complete in accordance with abov� specifications, for the sum of: �' � ,� : . � �. � �( � dollars ($ v a ( /.�, (% ) 1. Payment to bemade as follows; , . , �. 9 ,u, ` . . � .�, - - . . . . All material is guaFanteed to as specc:ifled. All ork to ba comple ed In a workmanlika Authorized manner according to standarcl practices: My altgraUon or dev(aUon fmm abpve. specifications involving e�ctra costs will tie execyted upon w�itten orders, and will become an S�9�atUre � extra charge over.an above the esUmat@. Al) agreflments condngant upon strikes, aCCidents. :' or deiays beyond our qontrol. qwner to� certy ftre, Wmado and other nQCassary insufence, ' N4t@: Thts proposal may be our workers are futly_covered by Workman's Compensation lnsurance. withdrawn by us if not accepted within days. Acceptance of Proposal aboye pr(ces, specificatlons and: conditions are satisfactory are hereby accepted. You are authortzed to do the Signature work as specified. Paymentwill be mada as outllned above. 4 Date ofAcceptance: _ Slgnature "Custom Home Additlons At Its Best!" LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863j646-5517 Date: 12/02/ 11 B 8v H Construction Zephyrhills, FL Re: SONNY FRANG Mod. #: Address: 39538 Valderrama ln Lot #: Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the e�usting structure to receive the attached structure. The proposed structure is roughly a 12'x 14' shed w/ structural roof. The e�sting 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. Sincer ly, SHEET l OF � � FOR:B&H CONST OF CEN FLA 4025 MORRIS BRIDGE ROAD onard G . WOOCl � F�RIDA 33543 800-224-1206 FAX# (813)715-6585 4034 The Fenway THESE STA1�ID,�RDg qrJD pJ.ANS Mulberry, FL 33860 T THE 2007 FBCR 1609 WTfH 2O09 SiJpPLIMENTS MAX WIND 1] 0 MPH LEONARD G. "GEOFF" �y00D PE LEONARD G_ "GEOFF" �y00D PE 4034 THE FE� i, 4�377 M��ERRl'. FLORIDA 33860 TELEPHONF/ gq}L g63-646-5517 MOBII,E # 863-430-2717 110 WIND FORCES FBC i609 FJCPOSURE CATEGORY A B C D_ IMPORT�CE FACTOR •. I.�1.15 0.87 0_77 INTIILNAL PRES3Uit�WALi. PRESSURE +17_4 -27 1 r� WAI�. t21_5 28__2 END W A�S. DESIGN WII�TD PRESSURE FOR COMPONENTS MAX COMPONENT = 29_ 1 ALL OTHER REQU�EA�TS PER 2007 FBCR WTTfi 2009 SUPPLF1ufENTS CARPOR7S AND SCREEN ROOMS = TYPE II GARAGES, SHEDS AND GLASSROOMS = TYPE V-B CARPORTS, SCREEN ROOMS, SHEUS AND GARAGES 3"EXTAUDED HEADER ROOF PANS OR PANELS � 1' OVERFIANO EXISTTNG HOME 3'7C3'7{ ,093 ALUM POST 2' OLTJ'RI(3CiER B'7C8"X16" CELZ HIACK HIDDEN POST FOOT - - - PERIMBTBR BLOCKINO CONNBCTION l2"Xl•' I BEAM. BRACED TO MANUF SPBC3, 24"X24" PIER PAD ASSUMBD MWIMUM SOIL PRESSURE 1000 PSI CONCRETE pR]yE � g �� e�xl2�� MONOLITHIC + I I2" I SHEET �OF ! soo�x wi i*s xEa�x co�rr FOR:B&H CONST OF CEN FLA 4025 MORRIS BRIDGE ROAD ZEPHYRHILIS, FLORIDA 33543 800-224-1206 FAX# (813)715-6585 THESE STANDARDS AND PLANS T THE 2007 FBCR 1609 WI 2009 SUPPLIMENTS N � H p� � � ARD G. "GEOFF" W OD PE ENGINEER # 47377 4034 THE FENVVAY MiJLBERRY, FLORIDA 33860 T'ELEPHONE/FAX 863-646-SS17 MOBILE # 863�30-2777 �� �� � �r � i _5 � �EV e:.� t� C c' ;.: s i G�t�" � ! �c u> ,�'f�EC� � P �� � �`'� S % t�v�� U�f� L ���� , � �,��� sTo�� 1���r? E 7 < . ��� ' �,� ��e�������� ° �2r��Ci �� �, / J ? / � B �/ ; � <� � i ALL W SH L COMPLY WITH ALL PREVA G CO ES, FLORIDA Rl � fLDiNG CODE, IONA ELECTRiC C013F AND CITYO P ILLS t?R�11�A1�CES ' ���1. _.��-76 � l� ��� 5 7�,�� � �,� . � �' L/r�IVe-'�C�� C�1 i s� �?'�' k''`>.. .. � P��I�' ��. J 6f'V �: �-• . _- I C � .k_.��.�� i � SHEET�OF� 7� /� t, FOR:B&H CONST OF CEN FLA 4025 MORRIS BRIDGE ROAD , ZEPHYRHILLS, FLORIDA 33543 800-224-1206 FAX# (813)715-6585 THESE STANDARDS AND PLANS ,,� T THE 007 FBCR ] 609 ,,� �D �R �` � ��� � � � WIT 009 SUPPLIMENTS � � l � � t S�-�� !,� � (.�L <Z /E� /�, it� (-'Z � � 2; C� O W H ` _1 Y �� �� � � � � `� � ' � � � EONARD G. °GEOFF" W OD E ENGINEER # 47377 4034 THE FETiVyAy ML71-BERRY, FIARIDA 33860 TELEPHONE/ FAX 863-646-5517 MOBII.E # 863-430-2717 C ���� � �°r �� � !lG�`�� r�� a �� - �� �� � � � % `� � �� SHEET / OF � � FOR:B&H CONST OF CEN FLA s� � �^ ��',1 S� �CJ E- S �� C� C- 4U25 MORRIS BRIDGE ROAD ZEPHYRHILIS, FI,ORIDA 33543 � � � � � 800-224-1206 FAX# (813)715-6585 THESE STANDARDS AND PLANS T 2007 FHCR ] 609 H 2O09 SUPPLIMENTS .'1X 1 � LEO LEONARD G. "GEOFF" WOOD PE ENGINEER # 47377 4034 THE FENWAY MUI-BERRY, FIARIDA 33860 TELEPFIONE/ FAX 863-646-5517 MOBIL.E # 863-430-2717 f � . i�� � , �l� � G ��, ��-c � ej N �c��S /G �C , <-X�! 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N rl M VJ �.-..-.N N N z..�a'0.- v�o„nt� G.-70.0. - Rt� ao.nvi �aatno ao �[..]ov�o.--.�....�vcv ..7ov�o.--..-..�(vcv �ao a � �, �< aa W a W a� �, aa w ci � W� � W� w� ..�X w� ..�� �x z � z � �X z� �x zu Q � ax- _ _ . . a a . � � wFi�lin"v"vi � o.F� i�v'v��o � � o �n�o � a e �RQUNB LEVEL W04D SHED PNGII�EEff' S NOTES : �� gUppp7C?IIdG ROOF ONLY FROM FBCA TAHLE R5023(J) STZS SPAN rTIJN�ER OP �'�� � JAAC STUDS HP.ARII�TG WALL 6' MAX OF IiOST 2-2"X�" 3' — 6" �] ic6�/'l'MAX � S — 3' 1 9F A�DZTION Z Z� A�� 6 � _�r � It00B ic CE.�,LWG• �'7C10' 8'—S" 2 �2"RlT' ���' � Z 2'7C4" STUD CONSTRUCTION USE 3)12D NAILS TOP AND NOTE: THE FOUNDATION SHOWN �S AAIp BOTTOM OF EACN STLJD , BASED ON A MIN SOIL BEARING INFDtSTPUTE OF � pUTE [RESSIRE PF 1000 PSF �E �� �� 24 � � STACiO�tBD USfi OALYANIZED NOTE. 1/2" COX OR OSB STRUCTURAL �r+ STRUCTURAL PANEIS FASTENED W/ NA]L4 0�1 PRA1�E WTT'HIN � 0 SHEATHING SHALI. OVERLAP THE TOP �,g8 OF 7HE COAST MEMBER OF THE DOUBLE TOP PLATE #] OX4" SMS W/ NEOPREME WASHERS AND THE PT BOTTOM PLATE I SCREW G" FROM EACH �SIDE OF FASSTEN W/ 8D NA1LS 3" OC Q EDGES PANEL AND 3 MORE SPACED EQUALLY AND 6" IN FIELD ACROSS PANEL 24 " OC ON RAKES ' • STUDS SHALL BE FASTENED TO PT 2"X4" E)(TERIOR PER �WI1T$IZ $PEC.']FjCA7'jON BASE PLATE W/ SIMPSON H 4 OR EQU1V APpROVF� SIDINa OF CHOICE OVER AND SALL HE FASTENED TO DOUBLE g�pSON LSTA 18 TYYAC, �/2 PT CDX OR OSB SHEATHING 2"X4" PT TOP PLATE W/ SIMPSON H 2.5 OR EQUIV AT THIS DOUHLE Z'7C4" TOP CuPS oR EQUIV. LOCATION PI.ATE W/ CORAlER3 FA'STH�ED 3" bN PPR14�7BR AND 6" IN PED 77� FIBi� OR STRUCIURAL GR�4DB ALL CLIPS SHALL BE INSTALLED PER 7�iEttMOPLY NAII.ED 3 ° OC ON �GES MANUFACTURERS SPECIF]CAT[ONS b"' ]N �� Qjt b`T'�j�[j w� ���6 1/4" AtOWN STAPLE AT SAMI3 C�V7�tS FASTEN BOX PAN RECF.IVIIVG C:HqNNEL TO HOST WALL W/ #IOX2" MSM @ 12" OC MAX (2) ROWS STACiGERED H 2.5 SINGLE HP,ADFR JACKS �UBIE Y'7C�" /1/2" PI- . 2"X4" STIJDS 16" OC CONSTRUCTION FASTEN ALL � STUDS TOP DOUBLE PT TOP � PLATE W/ H 2.5 AND BOTTOM � PLATE W/ H 4 HURRICANE CLIPS W/ #6D NAILS IN EACH � HOLE OR EQUIV SD�lPSON , H 4 OR P�Qt)JV SHEET�OF� FOR:BBcH CONST OF CEN FLA 4025 MORRIS BRIDGE ROAD T.$PHYRHII.L3, FLORIDA 33543 -- 800-224-1206 FAX# (813)715-6585 G Tl�S STANDARDS AND PLANS � T 007 FBCR 1609 2009 P ENTS 4" CONC. SLAB ON COMPACTED wmm EARTH FII.L W/ 6X(sX10X10 WWMESH UP TO A 72"X78" PREHUNG DOOR oN�xn , /� (� OR FIBERMESH W/ 6 MIL VISQLTENE NOTE. INSTALLATION OF DOOR TO BE �oN c. �EOFF� wooD P VApOR BARRIER & TERMITE TRBATNlENT PER MANUFACTURERS SPECIFICATIONS ENGII�mt#47377 USE 2500 PSI CONCRETE NfIN. TO COMPLY WITH 120 MPH WIND SPEED 4034 Tf� FENq�Ay REQUIREMENTS MU��Y ��A 33860 USE 12"X12" MONOLITHIC FOOTER TELEPHONFJFAX 863-646-3317 W/ 1#5 REBAR MIN CONT. CAULK AND SEAL DOOR BEFORE FASTENING MOHILE p 863-430-2717 Florida Building Code Online rage i or i ,_ , � t f ' E 1 � � � ° � . [ , d .t " � � �S� ` � .� 1 , �"'� � '��~^ r � : p i � i_ � g� - . ,q�. �:Y.. [ t _ ':A?'s.,., •��_. e�' '__ � �z`_�."�y,�1....5=_'R,z-is'�„ _ _ 5'. _ _ _ '9: a � -_: YT`,t�^ _'.. F : �,• _ _ _' " � _ _� }. BCIS liome Log In User Regis[2tion Hot Topics ' Submit Surcharqe Stats & FacLS Publications e FBC SWff BCIS Site Map Links Search �� . ., . .�� � . � ��.� �, ��� Product Approval � }, USER: Pubh[ User x s+c • ��� Prod�ct Aoaroval Men� > Product or Aoohcafion Search > Application List 6 - - - .._'_- - } , , , �Searth Criteria Refine Searchi `� ` �Code Version 2007 FL# 2864 � • � � �Application Type ALL Product Manufacturer ALL � 5 ='' = _ �Category ALL Subcategory ALL t t °_ ;Application Status ALL Compltance Method ALL f �� � iQuality Assurance Entity ALL Quality Assurence Entity Contrad Expired ALL � "��� - �Product Model, Number or NameALL Product Description ALL iApproved for use in HVHZ ALL Approved for use outside HVHZ ALL � �Impact Resistant ALL Design Pressure ALL i IOther - - - -- ALL ---- -- — - - - - -� - -- -- - -- - - — - -- - - - - - - - - - - -- - -- - �Search Results - Appllcations j ; FL# Tyoe Manufacturer Validated Bv Status � FL2864-R2 Revision Kinro, Inc American Architectural Manufacturers Association Approved 1 H�storv Cateyory: Windows Subcate o: Sin le Hun 847 303-5859 '*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC antl/or the Commission rf necessary j DepaKment o! Community AMS/rs Fbrld� Bu!/d/np Code On/!ne Codes and SbnWrds 2555 Shumard Oak 6oulevard Tallahassee, Florida 31399-�I00 (850) 487-1814, Fax (850) 414-8436 � 2DD0-2010 The State of Florida. All rights reserved. Privacv Statement � CoovriaM Statement � AccessibiliN Statement � P�uo-in Software � C�,cr_omer Service Survev � Con[act Us Product Approval Acoepts: � � eCbec � >ccurit��•.+e � E.rc � vtv�a�4F �. � �, . � t �ea� ✓ �tx � http://www.floridabuilding.org/pr/pr_app_lst.aspx 4/18/2011 Florida Bui➢ding Code Onime rd�e � u� � i � r F � - i , � y �- � . ,4 � - , .' �_ � � �,_,. � '' _ � *- K __ E _ _ , t . � � � `- _� S � g ( � i ".. r .,:+ ,w ^ i � ', ' mr ?! . �} x. _"' -�� � - � � . - �€ ��y� ` . BCIS Home Log In User Registration Hot Topia Submit Surcharqe SWts & Facts Publicatlons FBC SWff BCIS Site Map Links Search t £ j �� Product Approval 'A `� � t� USER: Publit User �,_ � � • ¢ Prod�ct Aooroval Men� > Produd or Aophcation Search > aoohcaLon List > Applicatlon Detail t - FL # FL2864-R2 � ; , • 1=.'s:,� � . � � AppHcation Type Revision � ` � , � `,�, �.' Code Version 2007 Application Status Approved � 5 , Comments E �' Archived � - � Product Manufadurer Kinro, Inc Address/Phone/Email 4381 Green Oaks Blvd. W. Ariington, TX 76016 (574)533-8337 Ext271 rmanthey@Icil.com Authorized Signature Rob Manthey rmanthey@Ici l.com Technical Representative David Dewey Address/Phone/Email 500 Airport Drive Mansfield, TX 76063 (817) 473-4421 Ext 117 ddewey@kinro.net Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compiiance Method Certiflcation Mark or listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) ��ndard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Produd Standards Certifled By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 http://www, floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqs%2bYQ6%2f... 4/ 18/2011 Florida Building Code Online Yage l oT L Date Pending FBC Approval 03/15/2009 Date Approved 04/07/2009 - — --- — -- - - -- --- -- — -- - --- — ;Summary of Products 1 i FL � Model Number or Name Descri tion i 2864 1 26000 SH 46-1/4x63, Alum, Flush mount, Tilt-in sash, IG, 1/8 DSB annealed I ! Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL2864 R2 C CAC KIN 26000 R45 46x63.adf I Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date � Impact Resistant: No 06/17/2012 Design Pressure: +45/-45 Installation Iostrudions Other: FL2864 R2 II Window Installation Flonda v032009. d` � Verified By: American Architectural ManufaCturers ! ASSOCiation � Created by Independent Third Party i Evaluation Reports ! Created b Inde endent Third Pa Back Next Dapartment o/Community Alla/rs Fbrlda BuOd/ny Code On/!ne Codes and Sbnd�rdt 2555 Shumard Qak Boulevard Tallahassee, Florlda 32399-2100 (850) 487-1814, £ax (850) 414-8436 � 2000-2010 The State of Florida. Ali nghts reserved. Privacv Statement � Coovriaht Statement � Accessibilitv Statement � Plua-in Software � Cus[omer Service Survev � Contac[ Us Oroduct ApprOVal Ac�epts: � � s:.lre�k � ti�curil� u: u.0 � vs,�s,*R Trv��FO� �J� http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqs%2bYQ6%2£ .. 4/ 18/2011 . / Revised March 5. 2009 Florida Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instructions may cause the window not to function properly. All product liability and warranty could be void. These installation instructions are recommendations only. Local building codes may impose additional requirements, and those codes may supersede these instructions. I. Rough Opening Preparation A. Opening for windows should be framed in accordance with the required standards for size of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1/8" clearance on each side, the head and the sill, including the thickness of pre-finished paneling, shims, liners, etc., where used. B. Window ro�g]Lo,p ning should be level. nl�mb and sn ��are: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and level. Bowed or warped sill framing members can result in a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for correct size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 inches from the finished floor. E. Ej�jpg: It is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. [I. Window Installation A. It is recommended to apply a 1/8" thick, suitable, good quality, non-hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather-proof envelope. If a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting 8ange. CAUTION: • For vinyl windows, do not use a sealant that contains solvents which may chemically attack vinyl, • The use of foam tapes is not recommended for window installarion. B. Do not remove any shipping clips (if provided on the window series being installed) and alwavs keep� ratin��ash closed and locked durin� inst911ation. Page ] of 4 C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak. D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows check the window sill for straightness. If the window sill is crowned, apply light pressure at the center of window sill until it is level. Whfle holding the sill tevel, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end of each frame member). Repeat this step until all fasteners have been inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section III for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a conrinuous clockwise (or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. G. If the exposed surfaces of the rough inside opening are to be trimmed out with pre-finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. [f interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. Do not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. H. Windows should be checked after installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. All windows should be checked for out-of-square or bowing of frame members. If any of the above problems are present, window should be removed and re-installed properly. Double hung windows require extra care during installation. Double hung windows do not have fixed glass, which offers additional frame stability. I. The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. Page 2 of 4 J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. K. For vinyl horizontal sliding & fixed windows 72" in width and greater, Kinro recommends a sill support (minimum 1" thick) or angle bracket support, dependant on exterior home finish, to be installed underneath the projected frame sill on the outside. L. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system negates the window certification. The operaring instructions and certification label are a permanent part of the Egress unit and must not be removed. M. There should not be any obstruction placed, attached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or encroach on the minimum dimensions for horizontal, vertical, and square feet of area required for exiting. Caution: Flammable fabrics could prevent access to the exit devices. N. An operational check of each installed Egress Window or Device shall be made at the installation site. For HUD manufactured homes it is recommended that the Manufactured Home Factory record and retain a permanent record of the serial number of the Egress unit in direct correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non-compliance defects and/or imminent safety hazards. 0. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be damaged and leaks may occur. Warranty is void. III. Fasteners A. #8 screws, must be used as fasteners for your installation into wood framing and for window installation into metal home framing. The fastener must penetrate the stud at least one (1") inch, allowing for exterior sheathing. The pre-punched mounting holes in our window flanges are to assist our customers installing the screw fasteners. Note: Screws that are left exposed to the weather should be of a plated type that will not corrode. B. In Wind Speed Zones 90 moh and less (HLID - Wind Zone Il: on uneven corrugated siding, a fastener should be placed in or near every hole to ensure a proper weather seal around the perimeter of the window. On smooth wood finish siding, a fastener in or near every other hole for aluminum windows and every hole for vinyl windows is recommended. When installing a window in this fashion, the installed window should be checked to ensure that there are no excessive dents or rises in the fin that would allow a water or air leak. Exterior type trim could then be placed over the window. When using screws, they do not have to be in the hole, just in the general location. C. In Wind Speed 2ones 100 m h and gr a r(HIlD - WInd Z�nPC II & IIII: one fastener should be placed in or near every mounting hole to meet structural strength. Except for the required number of fasteners, follow all instructions listed above. Mounting location is as follows: end holes will start no more than 1" from the end of the frame and will be spaced apart no more than 4- 1/2" evenly spaced between the end holes. The fastener location from the mounting flange edge will be no greater than 0.135 for all products. Page 3 of 4 � � �..i � u o Zm scp a�e i � y O �� � Z �. -� � = � O � �►- O 2 - � c�� c cO¢ F. 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Code Version 2007 �� �� APPlication Status APProved � Comments �•" Archived :.,a.>�: ,{;::� Product Manufacturer Elixir Industries Georgia Door Division Address/Phone/Email 1215 Pope Drive Douglas, GA 31533 (770)459-8183 bpowers�elixi ri nd.com Authorized Signature Robert Powers bpowers�elixiri nd. com Technical Representative PTC Address/Phone/Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Emai� Category Exterior Ooors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architedural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Produd Standards Certified By Produd Approval Method Method 1 Option A Date Submitted OS/18/2009 htt p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvOQpGQvtVm... 5/11 /2010 H l�nda 13ualding C:ode Unline Yage l ot s Date Validated 07/16/2009 Date Pending FBC Approval 08/12/2009 Date Approved SO/13/2009 Summary of Products -- - ------ - -------- -- -- ----- ---- FL # Modei, Number or Name Deseription 1722.1 402-14 Vinyl Steel Out-Swinging Re ular poor - 14"x14" Window Limits of Use Certification Ayenry Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402-14 odf Approved for use outside MVHZ: Ves Quality Assuranca Contract Expiration Dale Impact Resistant: No il/20/2011 Desiyn Pressure: +33.3/-50 Installation Instrudions Other: FL3722 R3 II DWG 402-14 odf Verifled By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE evai wout storm doors ndf Created b Independent Third Party: Yes 1722.2 402-205 Vinyl Steel Out-swinging Regular poor - 20" slider window Limits of Use Certification Ayanq Certificate Approved for use in HVFIZ: No F�1722 R3 C CAC 402-20S odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No li/20/2011 Desiyn Pressure: +40/-45 Installation Instructions Other: F1�1722 R3 II DWG 402 205 odf Verifled By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports fL1722 R3 AE eval wout storm doors odf Created b Independent Third Party: Yes 1722.3 407 inyl Steel Out-swinging Regular poor - Blank (no window Limits of Use Certificalfon Apeocy Cartificate Approved for use in HVH2: No FL1722 R3 C CAC 407.�df Approved for use outside HVH2: Yes Quality Assurance Contrad Expiration Date Impact Rasistant: No il/20/2011 Desipn Pressure: +50/-50 Installation Instrudions Other: FL1722 R3 II DWG 407.odf VeNfled By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout �r�rm door� ��f Created by Independent Third Party: Yes 1722.4 430 W9 Vinyl Steel Out-swinging Regular poor - 9-lite Window (1'8" x 3'0" Limits of Use Certification Ayency Certificate Approved for use io HVHZ: No ��»> rt� r- rer a�n wo ..aa Approved for use outside HVH2: Yes Quality Assurance Co�trad Expiration Date Impact Resistant: No 11/20/2031 Desipn Pressure: +40/-40 Installation Instructions Other: FL1722 R3 II DWG 430 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors odf Created by Independent Third Party: Yes 1722.5 6400-W9 Steel Clad In-swin Door with Fullview Storm Door Limits of Use Certification Ayency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 6400-W9.�df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impad Resista�t: No 11/20/2011 Desiyn Pressu�e: +65/-65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9 odf Verified By: Paul E. Winter 22693 Created by Independent Third Party Yes Evaluation Reports FL1722 R3 AE eval w storm doors Ddf Created by Independent Third Party: Yes 1722.6 8500-Oval Steel Clad In-swing Door with Full View Storm Door Limits of Use Certi�cation Ayency Certificate htt p ://ww w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvOQpGQvtV m ... 5/11 /2010 r ionaa tsui�amg �.oae unlme rage s ot � Approved for use in HVHZ: No FL3722 R3 C CAC 8500-OVAL ndf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Desiyn Pressure: +65/-65 Installation Instructions Other: FL1722 R3 II DWG 8500 odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports �1722 R3 AE eval w storm doors odf Created b Independent Third Party: Yes 1722.7 9000 Steel Clad In-swin Door with Fullview Storm Door Limits of Use Certificstlon Ayency Certifieate i Approved for use in HVH2: No FL1722 R3 C CAC 17024 9000 IS ��f Approved for use outside MVHZ: Yes Quality Assurance Contrad Expiration �ate Impact Resistant: No 11/20/2012 Desi9n Pressure: +65/-65 Installation Instructions Other: F�1722 R3 II 9000 Se��P� ��+or odf Verified By: Paul E. Winter 22693 Created by Independent Third Party. Yes Evaluation Reports FL1722 R3 AE evai � 414 odf Created by Independent Third Party: Yes 1�22•$ 94�1'W9 Steel Clad In-swin Door with Full-view Storm Door Limits of Use Certification Ayency Cartificate Approved for use in HVH2: No FL1722 R3 C CAC 17024 9400 IS �df Approved for use outside HVH2: Yes Quality Assurance Contrad Expiration Date Impact Resistant: No 11/20/2012 Desiyn Pressure: +60/-60 I�stallation Instrudions Other: �ll22 R3 II 9400 series door odf Verified By: Paul E. Winter 22693 Created by Independent Third Party• Yes Evaluatfon Reports FL1722 R3 AE eval 1414 odf Created by Independent Triird Party: Yes 1722.9 STR 7000 Oval Standard Residentiai Door with Full-view Storm Door Limits of Use Certification Apency Certificate Approved for use in HVH2: No FL1722 R3 C CAC STR 7000-OVAL �df Approved for use outside HVH2: Yes Quality Assurance Contrad Expiratlon Date Impact Resistant: No 11/20/2011 Desiqn Pressure: +60/-65 Installation Instructions Other: FL1722 R3 II DWG 7000 odf Verified By: Paul E. Winter 22693 Created by Independent Third Party• Yes Evaluation Reports FL1722 R3 AE eval w storm doors �df Created by Independent Third Party: Yes eack Next Depaftment o/COmmunky AMalrs Fbr/da fW/d/ny Code OnNne C'OdOS I/Id SbRdlldf 2555 SAumard Oak Boukwid Ta/qhassee, fbrlda 32399-2100 (850) 487-1824, Fax (B50) 414-8436 p 2000-2010 The State of FloNda. All riqhts reserved. Privacv Statement � Coovriaht Statement � A es ibiBtv t m nt � plua-in SoRwarc � ��tom r� rvi 5�rv v � Contact Us VroductApprovalACCepb: � � � � wtis+s� f�wrN vi��rr• http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvOQpGQvtVm... 5/11 /2410 . u r, , m �� T a�i'� h�Oif�ONnytzi� A�' m�g o i= '� � m�� g R ��� t���mom �n�mr4i'�_ I I I I� � F�� ���, �w�y�° ������ �� ^' mz+� w= � p �C n � '� ��r7i r�i�l�� !^ c° ' �m��c� ` � m � i � �� y�� ���� �ibQ�y��i ��H�pN �� m � ' �fOia=� �1 �n p x p y � > _ � A ��C C�� ��I,m= �in ;>� y° m� p iw Q N' In p� ; � � � � �i �i � y t�� � m=�� a ���j^nm O � m � � � p � _ �rL ��� �Z� O ��(]�0 y�Z��O � y P� L 10 m O O �pi� �. 7i W�Qo=..~O F uJ O �� P �y � or�0� �� J' n� � � s � � � o� �� �€�I� ����� y ��o��� � � � � �� ���� �� � �� �� � � � � �� ��o� ���r rn �� �i� � � �� � � o � �� n y ��� qx � � 0 y ggg � � ���� 9 � O v�� �v� b ���� �� � o � ��� � N ��z� � � 0 C� ���� � N �� � � � �b�� 5 � � �`"�� f ��� � � O � m W N � � ��� 2z � �z�p ��m� �16 �� �^ � 8�� �o�� � � ��°��� ��� �� � � �1 ��� g��� ��s $��� ����� �� � � �� ���� � � ����� € � �� � � � � �� ;�� ���� ����� � �� � ��� ���; �� ��� ����� � � �� ��� ��� ���� `�� � � � y � � ��� � � � ��$ L �� � w � �� � ���� ��� � �A��� � �W � ��� �� y � �I � � � ��i 1 �� � �� ��� ��� ���� � y � � �� �� _ � �� ��� �� ���� F W► �� �� � � � . � _ � �� ��t� m � ��� �� -� � �s�� � � s � � �� � s ��.. �� ��� � � � Z � ��� �_ � o �� �� �� � � � ��a � p�� �� �� � � �� � � � �� � � � �� b y � C �.9 Z � � � O � � ; � � o ow s N � � r�cr�uoo.aw EIOGRMIDUSTRIES �novener: o��: 1300 POPE DRNE vw E. wtiw oyoy F �/� DOl1GlA5 GEORGIA 31333 ' NON�MPACT MODEL �OZ-7� O/S VINYL WNINqTED STL DOOR GBdERAL pND INSTALLATION NOTES �'� � R ��: aR � � ���L� s� � �� t6a6 N. Cap.w.n ar..� aur �y N.T.S. ELIX0001 uocu.0o�. Fn�a. �xass s�c.�wai.a+�a� Mo.x�ac i� Aiw�io.i� � 1 OF � iev oe�c�rnv� wi[ rr = T � ;b� x� ����$ pm a� p a � � C � � ' I ��� � a_ i m � � � m> � � uo7 �9� � < y �. o0 � O �., c� w o + = � f � � —�1 p . . „ . _ X � _ � � X� v � Z A O m � y �� � �� �� � �T �� �3 z `� �� �x oo � �� � � � OZ X O � � iy m � m F � OP; p>� � � N ; ^' � ; C �1 I- 'o o; o>; ��; y �z� �� o.. �'� os� �N �• �� � �� y N GJ.� V �ao ��? T y C � � � yy Oz � Z o � _ -� � � rrto.�crnoao�o3 ELO(IRINDUSTRES �ppaovepev: o��c: PaA E. w.Nr 1300 POPE DRNE r�ul E�M�nr OSn�oB e nw. D01MaLA5 GEORGIA 37533 � NON-IMPACT MODE� �02-14 0/5 VINVL LAMINATED STL DOpR ELEVATION 8 ANCMOR LAYOUT � , � 'Rr� �r: oiuvw�w: wrc $MC 0571U09 vTC, ue -' � aeue o„rv„e,a.. !SJS N. Copswll SM1, Sub C25 N.T.S. ELIX0001 R�MA7o.FWM� J7BS5 prEt•.ri.f.awroaw�w.75cb �� .�Ui. qia�a� w[v s�ecr: 2 OF 1 on.e � oefa�riou . y w m� o �> � �� p m X ;1 i7� ? � g� � �� X ; ; �g Z-� � � Z� � ? m ? 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CapnwM S�YI SW QS N.T.S ELIX0001 Rn]t'fl9e. fb1W� 379f3 ' � .eoe rwMer w �,�n..+ ru. xm � ui.w � i� atv: : 3 OF � .av axw►�w wn �v Z N i tnm ;� � vD ?z � m -� � Z m � ^ a a vZi 1 p y p> �S �y 2 T� ; r � x Zr� �m m Oz ; s� m � � Zo �$ z� gi �� �? i$ �g z � z� � '^ °� � � � Ci7 �o p� �� � e g � � �� y Q � � �� ��° ; N � �Z o� �� yr ��N � �� o�� �r -��. > mm � � y � 7 � �� z ♦ � ' � � � � 2 y m y m x� m �_ ; W � o�� � '�imy � � � � A s ��� � A g � N � � � { P� x o � A S� � y �Q ; r �i ? "i] s � �o x y 0 �a gN 0 �� �� �� NN � y -- a o m �, t�� m � � r yN � �C os � � "� 3 i �� = CrJ ° m� �' z c� mm an � >. Qi� - �x z� zp �-i � y � � -Z+ m �� o � m � �' Z ti{ � � m � �i r� �� z '� Z� o b�'i y° o �� a� � T� Z� Z� �� x Z � -� c� m 70 � . PROJECT130pp100 ELO(MINDUSTRIES �pvRweper: o�ie: •"PME. Niir - 7900 POPE DRIVE P�ul E. WFirr pyqyqp F . DOUGLAS GEORGIA 31533 � NON-IMPACT MOOEI �02-14 OI$ VINYL LAMINATED 3TL DOOR HORIZONTAL SEC710NS /� �' Flvro m xr.r. n: SMC 05�05�D9 TC,uc . �� i'S3.'N.Cousrwlsvw�.SuMCZS N.TS. ELIMI0p1 RackMN9s.fbrMa 3�K5 �� �� nev: �eer fpfC�iMt Mlala?LlunxO.]!P],, f ht.N0.1IM 1 OF � Mv OFK�YIqM w�E Florida Building Code Online Page 1 of 1 �` �� �:�_- � i .. , , . �, •, � - - ��`��� , h , BCIS Home Log In User Registretion Hot Topics Submit Surcharge Stats B� Facts Publications FBC SWff BCIS Site Map Links Search � ? - Product Approval � " r ;� USER: Public User • ' Product t+ooroval Menu > Product or Aoohcation Search > Application List F� atu. i �� � ISearch Criteria Refine Searchi Code Version 2007 FL# 7561 I '�� Appiication Type ALL Product Manufacturer ALL �Category ALL Subcategory ALL I `,��; _ iApplication Status ALL Compliance Method ALL � �,��,�' �Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ! � ��.� ,, jProduc[ Model, Number or Name ALL Product Description ALL � r` � iApproved for use in HVHZ ALL Approved for use outside HVHZ ALL I �Impact Resistant ALL Design Pressure ALL �Otner ALL � r " - - - - - - - - — 'Search Results - Applications � Fl# T e Manufacturer Validated B Status FL7561- Revision Elite Aluminum Corporation James L. Buckner, P.E. at CBUCK Approved ; Ri Category: Roofing Engineering Historv Subcategory: Products Introduced as a Result of (561) 491-9927 New Technolo j*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary j Department of Commun/ty AA`aIrs Fbrlda Bu!/d/ip Code On!!ne Codea and Sbnds�ds 2555 Shumard Oak Boulevard Tallahassee, F/onda 31399-2100 (850) 487-1814, Fax (850) 414-8436 p 2000-2010 7he State of Florida. All rights reserved. Privacv Statement ��ovriaht Statement � Accessibiliri Statement � Plua-in SoRware � Customer Service Survev � Contact Us Product Approval Aooepts: � � �CAa:k � tiC41flL\"�t. i iU� � V���f1yn � .� ne.�•a .t. ., http://www.floridabuilding.org/pr/pr app_lst.aspx 6/14/2011 Florida Building Code Online Page 1 of 2 _� � � k � ''�' :� ` '�r'�-r` . ��r , BCIS Home Log In User Registration Hot Topics Submit Surcharge Sta[s & Facts Publications FBC SWff BCtS Site Map Links Search k � Product Approval � � ��, USER: Public User • • Product Aooroval Menu > Produd or Aoohcahon Sear[h > Aoohcatwn List > Appliution Deqil ����'��� Applicatfon Type Rev s6on �q+;',".� ' Code Version 2007 � e W'. Application Status Approved �� . Comments °,,,�; 4 t , Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Da� Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Archited Name who Do Kim, P.E. developed the Evaluation Report Florida License PE-49497 Quality Assurence Entity CI Professional Services Quality Assurance Contract Expiration Date il/30/2014 Valfdated By ]ames L. Buckner, P.E. at CBUCK Engineering Validatlon Checklist - Hardcopy Received Certificate of Independence FL7561 R1 COI Cert of Indeoendence odf Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 RS Equiv Certificate of Equivalencv pdf http://www, floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqsqJkzX72BeuC... 6/ 14/2011 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/30/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 - — - — _ __- — Summary of Products ; FL # Model, Number or Name Descrf tion 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"xlib EPS Composite Panel, Panels 3"/4"/6"x0.032xi1b EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Com osite Panel, Limits of Use Installation Instructions Approved for use in HVH2: Yes FL7561 R1 II Elite Installation dw4-R1 odf Approved for use outside HVHZ: Yes Verifled By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: In HVHZ, not to be used in strudures considered FL7561 Rl AE Elite FL7561-R1 Evaluation odf living areas per FBC Section 1613 unless impact Created by Independent Third Party• Yes I protection is provided. See installation drawing for � allowable desi n ressures and s ans. l_. _ _..- - _ _..,-- -------- - ---- -. _._. ......_... . _..------- ----... . .__ _— -....... -- - -- — -- -- _ - - ----- -.... ___.. - Back Next DepeKment of Communit y AMalrs FloNds Bu/Wlnp Code OnUne Codes and Sfi�ards 2555 Shumard Oak Boulevard Tallahassee, Florlda 32399-1100 (850) 487-1824, Fax (850) 414-B436 � 2000-2010 The State of Florida. All rights reserved. Privacv Statement ��oovriaM Statement � Accessibilitv Statement � plua-in SoRware � Customer Service Survev � Contact �s Croduct Approval Accapts: � � a^keck � 4'l'UCIi\':fi I I.(t � VerYSyyn• � Tr�•t•a , http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqsqJkzX72BeuC... 6/ 14/2011 � n . �� Z Q� T+noaadv �anaoad aaua�vis vaao� ` 8 @ � ��� �� N�swnwwmv�wnNiwrrn Y < � F W � a � � � S�rrcd �soawoo � wvo� sd3 � � � � � � o � � � � �� �� �� � • ' � m Z� p g E/.OE£ l� '�lea� ��u000'J � � � W 0 i � F W y '� YO !1 �d dBopu4�a1 �l 099V � � � • g � °` � � �° W �� 4 4 4 4 �OA�p� wnuiwnro eil13 s �' - 6� ° �gd v1 � .-. 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P Ed fE x J y- J Nm viMh �� P R�� � ��'_•� ��� q �R~ p7 �N � Q �¢ �N OQ �N CQ �� O &� � � ��g��e � �� �� ��sF.,T, �� � �� .� � � �s����� � 0 3 a Q- w z o [7 s ..E�:�°�°.� �0 3 sNr°,�RSRS °3 ad o� �'='��f"�+oc' �. �'����„`��,Q � u W X� oa x � oQ X o oQ °1�R.°�� g c� wwr-c�r73�....�G��.. �'at-�ao oa'n.5 �. J �o _1 �a -i¢ � J O � �� QJ � v aJ � v `O �� tven �S �G rao p� W � .;.,��r �S �� � � . :;: �. w�c, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� � C� s� ��jy� Date Received: �2 — � _ �r Site: � � � 31�3 �� ��if �.'/anr� �%'! Permit Type: � �2 X' l7� Gt�r (�jy1C�� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be t with t�e permit andlor plans. �z ��-1/ Kalvin Switzer — P ans e Date Contractor and/or Homeowner (Required when comments are present) .� i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 2011193609 Rcpt:1404126 Rec: 10.00 DS: 0.00 IT: 0.00 12/14/11 C. Cook, Dpty Clerk PqULR 5 0'NEIL,Ph D PASCO CLERK & COMPTROLLE 12 0R BKl �6�� 1PG� 3051 -- — - - Lpal D�wlptbn 24-7b11-0000-00100-0090 Assawd In S�ctlon 24 � Townshlp 26 South, R�np� 21 East 1�'OTICE UF CUMMENCEMENT ' of°'�°�°°"h'�"°"d• THAT PMT OR EABT W.00 RT Of NW1/4 t THAT GART OF WEBT 1/2 OR NEt/4 OF SEC 241.YW0 NORTH OF 2EPHYRMILLB BYpA88 EABT AND LYINO WEST OF MNESTIC OAI(S COMMUNITWPHAlE ONE A8 PER PB 95 Pennn No. rc+a �oi•»s exe noRrH �o Pr rr+eaeof fae no ww s �wesrro o�ucs ca�uNm ww� a+e Pe as no �m.��: wr t TMrtu �e iNC� a wTa �u Tax Foi�o rvo:� aG a/-t�v? -��pd 0 ��u.�,��,�,��,����.��s�►., THE UNDERSIGNED hereby g�vcs notice that improve�nents will be med� to certain reel properry, und �n accordance with Section 713 13 of the Florida Statutes, the following information is provided in this NOTiCE OF COMMFNCEMENT t 1.Descnp4on of property (legu/ desrriptionJ: a) Street (job) Address: �RS3$ 1/�q��£iLAm�)1A L.U- �°y�V di i / � 2.General description of improvements: .57�i / �� ' 3.Owner Infonnation /V!!C'l��//S�-�C a) Name and address: L�i`�'� G L�flih�,t1,�A,�►K iZ� 5� ��/D S/��115�r�[ Y �g .S'a-s/ a y C3 b) Namc and address of fec sunple t�tleholder (if oth�r than owner) c) Interest in property � 4.Contractor Infornsation �Y-NL�ONSTi2tcG�7k�ty 6F'�E.uT,�ft{., f"�. /N� a) Na�ne and addnss: `fDaS YIo s r� � i r 335� b) Telephone No.: fI'/.3� - Fax No. (Opt.)�'N3 °71S-�S�S� S.Surety Iaforniation a) Name and address: b) Amount of Bond: - c) Tolephone No.: � Fax No. (Opt.) •� 6.L.ender � a) Na�ne and address: � ' _ Phone No. 7. Identiry of person within the State of Florida desi�nated by owner upon whom notices or other documtnts may be seiyed: a)1Vamo and address: b) Telephone No.: � Fax No. (Opt.) 8.In addition to himsclf, owner desi�ates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statotes: a) Nqme and address: b) Telephone No.: Fax No. (Opt.) 9•Expiration date of Notice of Commencement (t6e expintion date is one year trom tLe date of recording unless a different date ia speci8ed): VVARNING TO OWNER: ANY PAYMENT'S MADE BY THE OWNER AFTER THE EXPIRATION OF TIiE NOTICE OF CO�NCEMENT ARE CONSIDERED AiPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IIV YOUR PAYII�iG TWICE FOR I1ISPROVEMTIVTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS'I' gE RECORDID AND POSTED ON THE JOB STTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FIIVANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE CONIMENCING WORK OR RECORDIlVG YOUR NOTICE OF COMI�NCEMENT. STATE OF FLORIDA CDUNTYOF PpSCD � ! Signeture of er or Owna's A riud Ottica/DirectoNputner�lyanagrr Aint Name The forcgoing inshvmem was aclrnowledgcd bctorc me this 2_ day of �. , 20� by _E , ��� � � (type of authority, e.g. otficer, trustee, attorney ia fact) for (name oi ar o alf of whom inst ment was e�cecuted). Pers°Aalty Known • R Produced Identification Notary Signature Type of Identification Produced Name (print) 1 C1�1 "� G f\i j Q 1'� ,• • Vcrification pursuant to Section 92.525, Florida Statutes. Under �� the facts stated in it are we to �the best of my knowledge and be1;e�£�ties of perjury,l declare that I have read the foregoing and that FORMS n '"°r�ar�rw � �/.f7.011t Oi �r.� � �. N ~''�; SHAI:RON JOHNSON lSigna �aNral Peraoa Signing (� linr 1►10.) Abovr ;,� Commission # EE 105642 ' ' Expites June 23, 2015 w Bo�ded Thiu Tmy Fein Msvranca 80438S7�1D STA7E OF FLORIDA, COUNTY G�� F�pSC� THIS IS TQ CERTIFY THAT THE FOREGOING IS A TRUE AND CORREC? COPY OF THE DOCUMENT ON F�LE OR OF PUBLIC RECORD ►N THIS OFF!�E ��JITNE MY HAND A d� OFFICI L SEAL THIS� DAY OF � 2 � �, PA S O'NEiL. CL�2K & COMPTROLLER i� BY � . Li;-PC�TY CLERK