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Home My WebLink About13-14416 - CITY OF ZEPHYRHILLS 5335-8TH STREET . , (sss)�so-oo20 � " 14416 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit#:14416 Issued: 8/06/2013 Address: 5304 20TH ST Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 2,400.00 Total Fees: 245.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 245.00 Date Paid: 8/20/2013 Parcel Number: 12-26-21-0000-02900-0000 Name: OWNER Name: ASBEL, JOSEPF�, TRUSTEE Addr: Address: 5304 20TH ST ZEPHYRHILLS, FL. 33542 Phone: Lic: Phone: Work Desc: MINOR HOME REPAIR/W REROOF 50.0 L . LU 4 . A/C RESIDENTIAL 40.00 REROOF RESIDENTIAL 75.00 I � �f `' I l � ) � / � �./ 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 wnstruction 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 properly 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 and Must Accompany Application.All work shall be performed in acxordance with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � O� CO RAC RS IGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i a�� i vl t, �� FREE SNIP TO STBREt OR HOME*.NOW AVAlLABLE ON QVER 40Q,OOp REiAS. � �� -��, - ,��. .� ` PRO Site Tool 8 Truck Rental Get k Inatalled Gitt Cards Help i.�, O� � \ �� vour Store w��, <�,,�. k`�� Yp�daYy� Riverview#6380�cn�=,.- c.,;,.z-. Search All � � Pro'ect:How-To Sign In or Register Vt hai can�ve help you(md -�= 1 Your Account �� c Otll��Yl X�Itl.PI'1T18C��'IUIK��If� � }� t�swing Ft�l L�be S�eei Patio Doorw�h Bridanold :;��- . -� f.4odel#9435G �r?emet#202249393 Store SO SkU#5�13E0 � $705.00!each ?his iterr:cannot be shipped tc the follov✓:na state(s� =+i'AZ CC C7 DC DE FL GU NI IA�C'i IN KS FJiA I�AD hAE MI Id�N MO MT NC NE NH NJ NY CH OR FA PR R'SD LiT Ji ✓T VVA Y1'i:%��-`dVY Free shipping is not availat�le for this item �1�.; „�, � . ` ' - � ., i 1 � ,l ii `.i,1 BuyOnline PickUpinStoreToday ��-, 1'�� ;\`� ' ' � ,i ` , �� 1�;i��t'�}l�j1.i%:^,(� Check Store Inventory f �;j,li, `, '� �� r � � . , , 1 i(rt( ! (11)E'.a�,il '�� . i,j;i;, ��i', � � f�;�;ll"• ',.\( I �, �R�E��GT C3V�FtVIEV1P Bir.ip,he beauty of the outdnor=�ns�de w:th the energy-eifc�ent A4asorn,e 60�n x BO�n 4`Jhite preh�iny rght-hand viswiny 1��te ster-1 knfa &. Guides �atic tloor w�th bnckmould Nrowd�nc natura!�igh;and elcaant nesi�n the dear mulh-p�ne insulalea glass is treated wiLh 2�ow�ccating that , re4ects heat oui o!;hc horne ir�the summer and Icrk��n heat dun��g the Energy Guide �t`" `;I`_,��J �] / r:mtei Gii�s the prem�u�n poiyurethane insulabon and•.veather sinpp�ry t ��f,�'; r t - Installation Guide - I C� ( ` � ! are oesigned to let the beaup�oi nature;r� but the r;eathe�oW- � ,� f-�.- �-}�.. - � E result�cg in lovder heating a��d cooling bills Constructed c*remfcrced ' �� , �- - _1 InstrucUonslAssembly ,Z; � �"��'�`" � steel for sirengtt��d durability these patio docrc are the perfect � �� ! ��iji _ c cu^��piement tn��cur ouldor:deccr anG can he!p ex;anC you�ir��i,g `�� !�ti�1. �1��r` \ (/ ( Specification R. E t- I � space whcn useC�or dFrk� patios a��d Galcon�es C'!`� (, CaPfomia�eside=�ts see�'!c r..�„� �:� ��iorn��;,c�, Use and Care Manual - � • H�gh-quahty steel prov�des strength and security wamdMY ° Steei reinforced door featu�es ene;oy saving poiyurethane door core You w�li need P.doGeC Acrobat;i Reader to uiew • Hiah pzrformanc2 cor,press��n�rezther-stnpping helps to PDF documen:s C'c•�w �_..,�free cepy irom ihe seal out drafts Adobe lNeb srte � Lov,�E tempered�lass help�keep��o�i comt�,��ble,�,any season ° ? 3i4�n Th�ck srr�ooth rot-resistart door i=�rmed white ready for pa�nurg • Screen kds avatlabie fer aL'insvding units-sold separately � Patio door slabs aie deuble hered for lockset-no;incfuded • Rot-resistant bettorn rz�l made of high-perfermance compos�te materia�s • Patio door cer,-�es f�dly assen-�bled v,�rth hingec fran-ie aluminum sill and weather stnpping � From cutside cpens tovvs�d the�nside of the home w�tr[he h�nges on the ncht • MFG iNOde'# O°35E • f�hFG F'a�t�' 9°3�r SPECIFICA�°!(�F�S Pssemp�eC Der•�;�� 4 562`�n E�.ssembled Ne�gh,(;n) 7�5�n A�se�R�t,e�1';�dt`,!�n, Sc 2°,�. 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Ye�r Store �`,,�� Zephyrhills#8929�c��,��: , Search AII (Nhat can�ve help you flnd� Project:How-To Sign In o�Register Your Account SGebel F�ra�Teinpra 24 Pkis 4.6 GPM?A.0 kW Whole Ha�se Tanldess E]ectric Waber Fieaber �� 1. i'��!! •, ��t ' � ��7� i1 '11 !!:I � h�cdel�Tempre 24 Plus Internet#2G3210fi74 �'�(�_, iy j� � �� ; i y � ' `t 1_( � �`� ' : �%�2 j;)i �3t 1�_�Ei''�t� $779.00/each /'(i�)j. '�,.'�,I;( �\- � ! i.. � ii'ii ( �)Jlj:.��,,i� �,,;'��- , i ;5n� ;�•,, �' � ' `�! 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'� �� n�� City of Zephyrhills Q"' BUILDING PLAN REVIEW COMMENTS C actor omeow�:.� Date Received: �f��— .� �� Site: ' v _ , ��`� .__�_ . Permit Type: � ��5 / �'" .�?�XZ ��,g•f �� ti lI�I�,�.�s 5 ��-�� c7� C�c� ° A roved w/no comments: ��ed w/the below comments: ❑ Denied w/ pp pp the below comments: ❑ This commer�t sheet shall e kept with he permit and/or plans. 1 � Kalvin S itzer—Plan xaminer Date Contractor andJor Homeowner (Required when comments are present) s�saeo-oozo City of Zephyrhills Permit Appiication Fax-813-780-0021 Building Department Date Received � —� — 3 phons Contact for Permittin i ��! �j y� Owne�'s Name �J S E� � � Owner Phone Number y �Zj ' S� �/d Owner's Address � � � � � Owner Phone Number Fee Simple Titleholder Name Owner Phone Number C Fee Simple Titleholder Address JOB ADDRESS � 6 � Y � / LOT�t � SUBDIVISION r— PARCEL ID��— (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q [� DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q � DESCRIPTION OF WORK p!/��0 � ��N'(! _��, I•�� BUILDING SIZE $Q FOOTAGE� HEIGHT � �'�ILDING � - "- [.�(�� v' VALUATION OF TOTAL CONSTRUCTION _ � „�. �LECTRICAL $ AMP SERVICE Q ESS RGY Q W.R.E.C. PLUMBING $ ' �� i ,� �` � ; ;� � �U �-� M CHANICAL � � E $ V UATIO MECk#RNICAL TAL � ��" QGAS Q ROOFING Q SPECIALTY Q OTHER � FINISHED FLOOR EIEVATIONS FLOOD ZONE AREA QYES '- � BUILDER � ,�(� COMPANY ti' SIGNATURE = I REGISTERED Y/ N FEE CURRE� Y/N Address License# C —� ELECTRICIAN � COMPANY -� SIGNATURE U REG�STERED Y 1 FEE CURREh Y/N Address � License# C —� PLUMBER ' COMPANY -� � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C � MECHANICAL �� COMPANY 2,� SIGNATURE � � REGISTERED Y/ N FEE CURRE� Y/N < Address License# C OTHER COMPANY SIGNATURE REGISTEREO Y/ N FEE CURRE� Y/N Address License# � RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Permit for new construction, Minimum ten(10)worlcing days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facllities 8 1 dumpster;Site Work Permit for subdivisions/large proJects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days aRer submittal date. Required onsite,Construction Plans,Stormwater 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 consUuction. Directions: Fill out application c�mmpletely. Owner&Contractor sign back of application,nota�ized If over 52500,a Not6ce of Commencemsn!is requlred. (A/C upgrades over 57500) • " Agent(for the contractor)or Power of/tttomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER P�RMITTING (Front of Appllcation Onty) Reroofs if shingles Sewers Service Upgrades i4/C Fences(P(oUSurvey/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 restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictfons. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and Iocal 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 cont�actor 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 responsibie. 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 IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, wiil be identified at the time of permitting. It is further understood that Transportation impact Fees and Resource Recovery Fees must be paid prior to receiving a "ce�tificate of occupancy" or ftnal power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterJSewer 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 p�ovided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agricuiture and Consumer Affairs. If the applicant is someone other than the"owner", 1 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 AFFIDAVIT: I certify 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 work or installation has commenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also ce�tify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibflity to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WateNWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland 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 restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of�II is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued unde� the attached permit 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 construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the 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 demonstrate justi�able 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 WITH YO R'LENDER MR AN ETTORNEY BEFORE RECORDING YOUR NOTICE OF COM'N NNEMCNT.� CONSULT FLORIDA JURAT(F.S. 117.03) /,� /� � CONTRACTOR `U��*�^ OVYNER OR AGENT Subscribed and r afflrm )b re Is " Subscribed and swo o(or d) ore. e this b J _ - � — ��l bY.... � �r '/o /�— Y Who i" s/ar@.�o y kn wn to me or :�, ave produced Who Is/are personally,lc wn me or ha as ide tlfication. as IdentlficaBon. � � . _.� f � � � �.��.. � S.S T Notary Public ' .��,:'•�� S UbIiC � '*: 22,2 6 � ��16 Commissio •*_ Expires FBbtuarY Commissl � 8aididTM"T'°yF'�" ,� Name oF Notary typed,printed or stamped Name of Notary typed,printed or stamped 1•[� �q 2•❑ FmHA 3 ❑ CONV.UNINS. 6. File Number 7. Loan tVumber 8. Mortgage Insurance Case Number 4 ❑ VA , ,rS�ONV.INS. FLC-130400463S C. NOTE: This form is turnished to give you a statement of actuai settlement costs. Amounts paid to and by the settlement agent are shown. Items marked"[POC]"were paid outside the closing;they are shown here for 3nformational purposes and are not included in the totafs. D. Name andAddress of Buyer E. Name and Address of Seiler F_ Name and Address of Lender Joseph C.Asbel,as Trustee Residential CreditSolutions,Inc. CASH of the Josaph C.Asbel Revocable Trust, 4282 TJ Freeway dated June 6,2005 Fort Warth,TX 7&137 2205 Deer Lane Zephyrhills,FL 33540 G. Properly Location ti. SettlementAgent 2o-0264168 1. Settlement Date: 5304 20th Street LandCasile Ti�e,LLC August 5,2013 Zephyrhitls,FL 33542 Pasco County,Florida Place of Settlement Disbursement Date: 511Q Eisenhower Soulevard,Suite 102 August 5,2Q13 Tampa,FL 33634 J. SUMMARY OF BUYER'S YRANSACTION K.SUMMARY(?F SELLER'S TRANSACTION �oo. Gross Amount Due From Bu er 400. Gross Amount Due To Seller 101. Contract Sales Price 125,000.00 401. Contract Sales Price 125,000.0� 102. Personal Property 402. Personaf Property 103. Settlement Chargas to 8uyer(Llne 1400) 1,313.60 403. 404. 104. 405. 105. Ad ustments For Items Paid B Seller in advance Ad'ustrnents For Items Paid B Seller In advance to 406. City Taxes to 106. City Taxes to 107. County Taxes to 407. County Taxes 908. Assessments � 408. Assessments {� 109. 409. - "O 410. 111. 411. 412. 932. 120. GROSS AMDUNT DUE FROM BIIYER 126,313.00 420. GROSS AMOUNT DUE TO SELLER 125,0OO.OU 20o qmounts Paid B or in Behalf of Buyer 500. Reducfions in Amount Due to Seifer 201. Deposit or earnest money 5.000.00 501 Excess Deposit(See lnstructlons) 2p2, pnncipal Amount of New Loan(s) 5p2. Settlement Charges ta Setler(Line 1400) 43,013.a3 203. Existing loan(s)taken subject to 503. F�dsting loan(s)taken subject to 2d4 504. Payoff First Mortgage 505. PayoN Second Mo�tgage 205. 506. 2a6' S07. {Depositdisb.as p�oceeds) 2a�. 208. 508. 209. 509 Ad ustments For Items Un aid B Seller Ad"ustments For Items Un afd B Seller 210. CliyTaxes � 510. Cfty Taxes tO 211_ CountyTa�s 01/01/13 to 08/05l13 2,583.77 511. CouMyTaxes 01/01J13 to 08I05/13 2,583•77 212. Assessments � 512. Assessments to 213. 513. 2'I4. 514 215. 515. 2�5. 516. 217. 517. 518. TiUe Cura6ve Fee to Lender Processing Setvices, 50.00 218. 219. 519. 220. TOTAL PA1D BY/FOR BUYER 7,583.77 520. TOTAL REDUCTION AMOUPtT DUE SELLER 15,64720 300. Cash At Setdernent From or To Bu er soo. Cash At Settlement To or From Seller 126,313.00 609. Gross Arna�mt Due To Setler Line 420 125 400.0� 341. Gross Amount Due From B r Line 120 15,647.20 302. Less Arriount Paid BylFor Buyer(Une 220) { 7,583.77 602. Less Reducllons Due Seller(Lins 520} ( --_.. . ., T.,. , ron�e�cCl 1 GR I '1(1Q��+9 R(1 , �S}:Jo�ph C.Asbel,as Trustee,ot the Seiler(s): Residenttat Credit Solut�ons, Inc. - Joaeph�C.Asbel Revocabte Truat,dated 4282 N Freeway June 6,2005 Fo�t Wo�th,TX 76137 2205 Deer Lane Zephyrhills,FL 33540 l.endsr:Cr4SFi /arnsr�t Apent LandCastle Trtle,LLC {813�248-990Q ice af Settlsma�t 5110 Etsenhowar Boule�vard,Su�e 102 Tsmpa,FL 33834 getyement pat+e:/wguat 5,2013 prQporly i.ocslton:5304 20th Stroet � ZephyfifNs,FL 33542 Pasco Caunty, Florida 1 have carefuBY re�riewed ih4 HUD-1 SettlemeM StatemeM ar�d W the best of my knowtedgo and Deii�f.lt ta s true and accurabe sLa�emeM oif all recetpts and dtgbursements mad�on roY�COUnt c►by me in thfs transad�n. �fttRher cettify thaf i have received a oopy af the Hlia7 SettlemeM Statement. Joseph CAsbel�as 7rustes.of the Joseph C Asbel Rasiderrtial Ctedlt Sohrrtions.lnc. Revoc�ble Trusk da�ed June 8.2005 �. � eP C As :as Trustee Print Name: -- Ttfite: {Corporata Seef) i��n�.�aa�.prs[s�on��d��italla�:�.3 C�ad�B Won7oM�and�s�c en,pls�0.�fortn. P�1MiCasuponeonvictto�pY► the grantor ha�s �pe�eeS�.i�rs duly author'�zed, tne uay a„� ,-- ,�TNESS WHEREOFe�tQ aff.�xed, y porate seal to be aove written. ned,sealed and delivered in our presence: Sig inc. Residential dit Solut�o�. .� tn�ri�i�►1, ��-� �( itness Signature By: � �� C ��-�'��y�idetlt i � `� Print Na . ��..�a�►�redit Soluttons,tnc• (Print Plame of Witness} �p�R�Sjd _----- C .0 .� Title: � nature) (Corporate Seal) (W itness �� . �� , •�1 Address: (Print Name f W+tness? 42g21�Freewa Fort WQ��X76137 — ra: �� State of \ ,� ,2Q13, bY Counry of �daY f s 1� ed before me this as � i has p�oduced' The fioreg��n9 iristnament was ac nowiedg �ow� to me or �Q z C" Inc. who is personally eS�e • � Credit Solution , �,�, �, as identification. �� iN ry seal] Sally 6�Ilegos Notary Public � State of Cokuado t o�ry Public My Commission Exp+res 04-30-2016 � Printed Name: Mly Commission Expires: Spadal Wartanb�e°d(Coryorabon} (tev.(3199) i � 3 3 � 3 y y �na z��R� ^ _ _.., . �r� , r cvn�a�eF�I FR � DISCI.OSVRE S'r��'F•*�'NT .FOR OW2�R C OF ZEPHYRFi=I�I+S BiTILDING DEPARTMENT /� � . _ � � d have sead and fully understand and , agre •to the provi ions of � � s instrument• The undessigned states and affirms that he or she is desirous of constructing, r�ovating, adding to or seroofing his or her owsi domicile, •that he or she actually occupies, or wi11 occupy by said domici:le, and same is not for �rent, lease or sale. That he or she shall co-mply with the following conditioas: 1_ That the owner aad.he or she alone sha11 act as the bvilder for all phases of constsuction. 2. That th@ owner wi11 comply with a11 provisions of �the City of Zephyrhil�ls ordinances and codes pErtinent to the buildiag. 3, That in the event various phases of constructian are subcontraated, he wi11 engage only �properly liceased subcontsactors and will personal:Ly supervise such work. 4, That in the event the Building Znspector sha11 ra?"re corrections to be made, the owner will assume full responsibility to insure •they ase made, and upon completion will call for a rBinSpection before proaeecling with the building. 5. Tha.t the owner sha11 assume fu11 responsibility for the construction aad wi11 not axnect_ supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspecti.on aay additi.onal fees, including reinspection fses, must be paid i.a �full. A written request from this office sha11 constitute an official notice to pay addi.tional fees. 7. That the owner sha11 comply with a11 City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. B. That the ownF+s shall comply with a11 the sa£ety codes issued by the Florida =adustrial C�+�ssion. 9. State law reC3l�ires constrtiction to be done by licensed contractors. You have applied for a ppT*^�t under an exemptioa to that law. The exe�ption allows you, as the owner of yovr property, to act as your owa contractor with cert==a restsictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or i�prove a one-family or two-f'amily residence or a farm outbuilding. You may also build or improve a commercial buildiag, provided yovs costs do not e�ceed $25,000. The building or resideace must be for yovr own use or occupancy. It may not be built or substantially improved for sale or lease. If you se]:l or lease a bvilding you have built or su2�starttially improved yourself within 1 year after the constsuction is complete, the laW wi11 prest�e •that you .built or subst�ntially improved if for sale or lease, which is a violation of this exemption. You may not hire an vnliceasad person to act as your contractor or to supervise people working on your buildisig. 2t is your responsibility to make sure that people employed by you have licenses rei,;red by sta.te law and by county or muriicipal licensiag ordinances. You may not delegate the responsibility for supervising work to a licensed coatractor raho is ziot licens@d to perform the work being doaa. Any person working ��n your building who is aot liceased must work uniies your direct super�risioa and must be P�ployed by you, which maaas that you must dgduct E.I.C.A. and withholdi.ng tax and provide workers' compensatioa for that e�ployee, a11 as prescribed by law. Yovr construction must comply �aith a11 applicable 1aws, ordinances, building codes, and zoning regulatioris. OWNER'S S2QTATLTRE��( DATE _ 75'�C� �/� ADDREBS PHONE s . W=TI1F�6S PERL�IIT # "�4�'�° +�; �r'.a». w�""�:��i-`:� .. . x•��, ��....d',� 't " �t""'Y=��""xI�';�'er�..;.�`'�u'�;.:- �ti� � . ,� 4� �� ` = .�E�'t�- l� f ��1"l�.'� � . :.�. �. -.�b:..ii.r.r � ..Ya, ,m.-.�. �� , �' M;vr'�, "'r_� .t°:.'`°'� °.-'��, . � '`'.y,v:".�.Y=_ .�,:t - �stu.. ,'.S`i`, -e.,,�.,w '� �x-�$4i+ ��C:S'-��r.�.',� "gr., x , . �5d�`:.� l��. � `-.f".� �a%` ,tn: ,�., "'*` AG PANEL (WOOD SUBSTRATE) TECHNICAL/ERECTION MANUAL WWW.METALROOFAN DWALLS.COM Toll Free: (800) 545.4580 affice: (813) 623.6606 Fax: (813) 623.6610 1920 U.S. Hwy. 301 N. Tampa, FL 33619 AG PANEL PROPERTIES 3'-0" 9„ 9„ 9„ 9., � COVERAGE WIDTH - 36" MINIMUM SLOPE - 3"PER FOOT WITHOUT SEALANT 9"'P�',i�OT It�!'�H�`v�ALANT PANEL ATTACHMENT - ��*$tiWH�NOODGRIP XG ALT��NATE FASTENER#14-10 x 9"HVl�H"�A SCREW PANEL SUBSTRATE - M#I�t.95/32"THICK PLYWOOD GAUGE - �i�AIW. FLORIDA BUILDING CC3��'APPROVALS: FL5213 NOTES• UNDERLAYMENT:AT A MINIMUM U1dDERLAYMENT SHALL BE INSTALLEO CONFORMING TO ASTM D 4869 OR ASTM D 226,TYPE I OR TYPE II. EXCEPTION:WHEN "RECOVERING" IN ACCORDANCE WITH FLORIDA BUILDING CODE=SECTION 1510.3 ADDITIONAL UNDERLAYMENT SHALL NOT BE REQUIRED. SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalis.com EF�FECTIVE MAY 1 2009 AG-1 AG PANEL NOTES PRE-ORDER A. PRIOR TO ORDERING PANELS, ALL DIMENSIONS SHOULD BE CONFIRMED BY FIFLD MEASUREMENT. B. SIGNATURE REQUIRED BY INSTALLER, ON ORDER SHEET, BEFORE ORDER WILI_ BE PUT INTO PRODUCTION. JOB SITE STORAGE AND HANDLING A. CHECK THE SHIPPING LIST. B. DAMAGED MATERIAL MUST BE NOTED ON BILL OF LADING. C. PANELS SHOULD BE HANDLED CAREFULLY. A SPREADER BAR OF APPROPRIATE LENGTH IS RECOMMENDED FOR HOISTING D. DO NOT GET PANEL BUNDLES WET.THIS MAY DAMAGE THE PANEL FINISH AND VOID THE PANEI WARRANTY. E. CHECK TO SEE IF MOISTURE HAS NOT FORMED INSIDE THE PANEL BUNDLES DURING SHIPMENT. IF MOISTURE IS PRESENT, PANELS SHOULD BE WIPED DRY,THEN RESTACKED AND LOOSELY COVERED SO THE AIR CAN CIRCULATE BETWEEN THE PANELS. APPLICATION CHECKLIST A. CHECK SUBSTRUCTURE FQR PRfJPER ALIC�3t+INlE�H'f AND UNlFtN��'fY TL1 AVOID PANEL DISTORATION. B. PERIODIC CNECK�F#3AlKEL.�iC�NMENI`1S CRUCIAL TO I�$�P.�!{�L INSTALLMENT. C. FOR PROPER APPEA'F��1►�,I�BS SHOULD LINE UP AT H�i,�,�.��4ND RIDGES. D METAL SHAVINGS 1�W1,�#.�L�FY ON THE ROOF BY THE D�t��`�'1�C3LES BY SCREWS.THE ROOF SHALL BE SVh��AT�YDAY TO REMOVE THESE SHi�l�P��PREVEN7 SURFACE RUST WHICH COULD DA . E� TH�:PaRNEL FINISH AND VOID THEl�'�:��ANTY. �!�� !".. E. DO NOT CUT TH��A'�A��.�$�AN ABRASIVE BLADE SAVl�.�'$!��'OF HOT SHAVINGS WILL DAMAGE THE PA�t��'r��1D VOID THE PANEL WAR�`, F. ALL ANGLED CUT5+�111�'1�'�'�IELS SHALL BE DONE IN Tk#��'�"�"#iE INSTALLER. G. PANELS SHOULD B�.C��,#'1''C�' �'FIE GROUND TO MINIMIZE C�,l�'`�.l��.�N ROOF. H. KEEP PANELS CLE.t��',�',#r�NSTALLATION. DO NOT AL�.C��1�ii�:�'`7'O COME INTO CONTACT WITH WATER RUNt��Il��AD, COPPER OR GRAPHIT�. COATING NOTE THE GALVALUME PLUS COATING IS SUBJECT TO VARIANCES IN SPANGLE FROM COIL_TO COIL WHICH MAY RESULT IN NOTICEABLE SHADE VARIATION IN INSTALLED PANELS. THE GALVALUME PLUS COATING IS ALSO SUBJECT TO DIFFERENTIAI WEATHERING AFTER PANEL INSTALLATION PANELS MAY APPEAR TO BE DIFFERENT SHADES DUE TO THIS WEATHERING CHARATERISTIC:. IF UNIFORM VISUAL APPEARANCE IS REQUIRED, CORRUGATED INDUSTRIES OF FLORIDA, INC. RE:COMMENDS THAT OUR PREPAINTED PANELS BE USED IN LIEU OF GALVALUME PLUS. OIL CANNING IN THE FLAT AREA OF THE PANELS IS COMMON TO THE INDUSTRY AND SHALL NOT BE A CAUSE FOR PANEL REJECTION. SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalls.com EF�ECTIVE MAY 1,2009 AG-3 AG PANEL TRIM DETAILS PART # AG-45 PART # AG-46 SPECIFY 3�� PITCH %2'� �2�� 1" SPECIFY 1" 1" PITCH 4�� 9�6�� 4,� s/6�� 3%4,� 3„ 3%a" 3�� GUTTER GUTTER (HANG ON) GIRTH = 155/6" GIRTH = 135/6" PART # AG-50 PART #AG-51 4�� " —SPECIFY $�, PITCH 4" �/a" � �� /�� 1/�� 2 7Q RAKE PA��" _. ,��iTION TRIM GIRTH = 10%" GIRTH = 13" PART # AG-52 PART # AG-54 �— SPECIFY 3��1/ OPEN P�TCH HEM %2" %2�� SPECIFY —�� 7" / � � � PITCH � $�/8�� „ �„ $ „ %" ��8 HIGH EAVE PARAPET VALLEY GIRTH = 113/$" GIRTH = 203/4" SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalls.com EFF'ECTIVE MAY 1,2009 AG-5 AG PANEL ERECTION DETAILS FASTENER PATTERNS 9"n'P UNDERLAYMENT �— PANEL i � � #12-8 HWH SUBSTRUCTURE WOODGRIP XG FAST,F�N,�,,,R;QATTERN AT T�,l S,�,J,P�QRT � ��' U N DF��.�►'��°T' �— PAN EL � I #12-8 HWH WOODGRIP XG SUBSTRUCTURE BEARING LEG FASTENER PATTERN AT EAVE, RIDGE, & ENDLAP ABOVE FASTENER PATTERNS ARE SUGGESTED MINIMUM. A DESIGN PROFESSIONAL SHALL SPECIFY THE APPROPRIATE FASTENER PATTERN AND ANALYZE PANEL FASTENERS FOR PULLOUT AND PULLOVER.. SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalls.com EFFECTIVE MAY 1 2009 AG-7 AG PANEL ERECTION DETAILS 1" MASTIC UNDERLAYMENT PANEL TAPE SEALER � ` INSIDE CLOSUR� � ` SUBSTRUCTURE EAVE TRIM PANCAKE HEAD FASTENER #12-8 HWH WOODGRIP #12-8 HWH XG @ 12"O/C WOODGRIP XG �'�t`P f CAL EAVE TR I M �� 6 �'P ��,�,,.�.- _� PANEL � '..r'`"�f' i j� � ' i i i SUBSTRUCTURE #12-8 HWH WOODGRIP XG UNDERLAYMENT 1" MASTIC TAPE SEALER TYPICAL ENDLAP DETAIL SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalls.com EFI=ECTIVE MAY 1,2009 AG-9 AG PANEL ERECTION DETAILS 1" MASTIC TAPE SEALER UNDERLAYMENT PANEL GUTTER STRAP @ 3'-0"O/C MA�:. � ` � � POP RIVET SUBSTRUCTURE PANCAKE HEAD FASTENER G UTTER #12-8 HWH WOODGRIP XG 1{VSIOE CLOSURE "fYPICAL GUTTER DE,'�` _ ��A_�sTic '��SEALER ��,/8 LAPTEK W@9"O/C UNDERLAYMENT P��- GUTTER STRAP @ 3'-0"O/C MAX. � � � � POP RIVET SUBSTRUCTURE PANCAKE HEAD FASTENER GUTTER #12-8 HWH WOODGRIP XG INSIDE CLOSURE TYPICAL HANG-ON GUTTER DETAIL SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalls.com EFF�ECTIVE MAY 1,2009 AG-11 AG PANEL ERECTION DETAILS INSIDE C;LOSURE TRANSIT�ON � FLASHING � � � UNDERLAYMENT #12-8 Hb'VH �� WOODGRIP XG � "AG" PANEL � � � OUTSIDF CLOSURE WOOD SUBSTRATE "AG" PANEL #12-8 HWH UNDERI_AYMENT WOODGRIP XG 1" MASTIC �� TAPE SEALER WOOD SUBSTRATE SLOPE TRANSITION SUBJECT TO CHANGE WITHOUT NOTICE www.metalroofandwalis.com EF�FECTIVE MAY 1,2009 AG-13 i i �� - � Force Engiueeiing&Testin�*Inc, {7�i0 R�ambtc�•oad Dri�-c H�mblr,77:77338 Product fvaluation Report , CORRUGATED INDUSTRIES OF FLORIDA, INC. Min. 29 Ga. AG Roof Panel over IS/32"Plywood Florida Product Approval #5213.1 R4 �; florlda Buildtng Code 2010 Per Rule 4N=� , Method:1—D Category:Roofing ' Subcategory:Metal Roofing Compliance Method:9N-3.005(1)(dt � NON HVHZ ALL��OKK Sl-I.�LI,c i,l1PL5"it%1TI�ALL Product Manufacturer. p��,�-��II.ING C(1]}�� I_nRJDq I3UILDING Corrugated Industr(es of Florida,�nc. CODL.:�':1710�',qL El LCTRIC CODE A'�'D 1920 US Highway 301 IVorth Tampa,f133619 GTY�F 7EPHYEZ�IIllS ORDI;�'ANCES Enelneer Evatuator: 7errence E.Woife,P.E.fF44923 florfda Evaluation ANE ID:1920 Valida r. ��/ bf�"�� /� Shawn G.Co111ns,P.E. ��7"�� '° ��`v_. j_3 ArchitecturalTesting,lnc. '��HYF��t(�� 2zsoMassaroslva �� E}(�fV�[�fFR Tampa,FL 33619 •- __ �-- Contents: Evaluation Report Pages 1-4 ,,��1f1��1��,, �� E��E'�•h' ��i O �`iC4;'�� 1 CE�Sfi `� 't � �.,,4� (�:��-�' � • ,�, �.'-- * �*=� C�.� . �'a' STA7E dF ;�� ?', t� • '��`� AZ 0 R I�F' ��".�� :e»arno� �i F'S�• 'S. �, i� ,��11 1��G,,, rLa szis,l R4 Apri120, 2012 . � Fotcc Engineering&Testin�Inc. 19530 Rambtc�coad Dri�e Humblc,TX 97338 Compliance Statement: The product as described in this report has demonstrated camptiance with the Elorida 8ullding Cade 2020,Sections 1504.3.2,1504.7. Product Description: AG Roof Panei, Min. 29 Ga. Steef,36"Wide,through fastened roof panel over 15/32"Plywaod decking.Non-structural Application. Panel Material/Standards: Material: Min,29 Ga.Steel. Materia{shall conform to fiorida Ruilding Lode 2010 Section 1507.4.3. Yield Strength: Min,80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code � 20�0,Section 1507.4.3. Pane)Dimension(s): 7hickness: 0.015"min. Width: 36" Rib lieight: '/."maJor rib at 9"O.C. Panei Rollformer: A.S.C.Machlne Tools Pane!Fastener: ii12-8 HWH Woodgrip XG with sealing washing. Alternate fastener:1t14-10 HWH Type A with sealing washer. 3/8"minimum penetration through plywaod Corrosion Resistance:Per Florida Buildfng Code 2030,Section 1506.6,1507.4.4 Substrate bescription: Min.15/32"thick 4-ply,APA Rated plywood over supports at maximum 24"O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Bufkding Code 2014. Desfgn Uplih Pressures: Table"A" Maximum Totat Uplik Design Pressure: 63.5 psf 108.5 ps! 5.5°•3.5"-5.5°3.5"- PastenerPaKern: 9"-9"-9"-9" 5.5"3.5"-5.5" Fastener Pattern Spacing: 24"O.C. 24"O.C. •Deslgn Pressure indudes a Safety Factor=2.0. `,,�tifiSltl��,,' ��` �N'C E��'�0 ��i :,,��' � C� kSF `�,�: '�*�1" � ��,��--� � - �..� , � • �., � \��.�t�'�^�-' * ;'k+/� i�,� STA1�O� ;q�; ��i��`� A�0 R I ��` ��"�;� sww Airea� ��,SS,� Vy�,, ns'm I�� 0 hl l t 11��,`,, FL#5213.1 R4 Apri120, 2012 , � Focce Engineerin�&Tesdf�g Inc. 19530 Ramblc��ood Dri�e Flumbte,TJ�7�338 Code Compliance: The product described herein has demonstrated compliance with 7he florida Suilding Code 2010,Section 1504.3.2,i504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the florfda Building Code 2410,as relates to Rule 9N-3. Performance Standards; The product described herein has demonztrated compliance with: • UL 580-06-Test for tlplift Resistance of Roof Assemblies ■ U�1897-04-Uplift Test for Roof Covering Systems ■ FM 4471,Section 4.4-foot TraHic Resistance Test Reference Data: 1. UL 580-94/1847-98 Uplift Test Force Engineering&Testing,Inc.(FBC Organization H TST-5328) Report No.Ob-0074T-09C,D Dated 04/14/2009 ' 2. FM 4Q71-10,Sectfon 4.4 Foot Traffic Resistance Test Force Engineering&Testing,(nc.(FBC Organizatlon#TST-5328) Report No.06-0082T-12C,Dated 04/19/2012 3. Certificate of independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testfng,inc. (FBC Organization#ANE ID:1920) Test Standard Equivale�cy: 1. The UL 580-94 test standard is equivalent to the UL 580-0b test standatd. 2. 7he UL 1897-48 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel produtts in accordance witfi the Fiorida Building Code and Ru(e 9N-3.005(3�for � manufacturing under a qual[ty assurance program audited by an approved quality assurance entiry. � Minimum Slope Range: Minimum Siope shal!comply with F[orida Building Code 2030,including Section , 1507.4.2 and in accordance with Manufacturers recommendations. For slopes ; less than 3:12,lap sealant must be used in the panel side laps. I Installallon: Install per manufacturer's recommended details. i Roof Recovering: � See FBC 2010,Seciion 2510,3. � I I i ,,��Ittl�f��l�,' ,�� 4,N C E.L?, �r �� `�v�'�b , GENSF `�I�i .� � ` �' �.�� :��--�'��---�, � � � ��'`.�>� � =/ ��• sr��or ;�� ',�p'�'�: AZ�R 1 p A �.``�:: i �� ;S`. . �� ,,��O 1111��,``, FL#5213.1.R4 Apri120, 2012 i � Force Engincerin�&Testing Inc. {953U Rartlhlewood Drice Humh3c;I'JC 77339 Underlayment: Per Manufacturer's instaliation guidelines per Florida Building t:ade 2030 Section 1507.4.5. Roof Pane!Fire Classificatlon: Fire classification is not part of this acceptance. Shear Oiaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads.7fiese component wind toads for roof cfadding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference fn his drawings for proper fastener aitachment to his strudure and analyze the panei fasteners#or pullout and pullover.Support framing must be in compliance with Florida 8uilding Code 2010 thapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural�oading. ,`,��1t�E�ei�t�pi ``� f;H•�''��h'O��i `��4:��. 1 �ENSF��i � fJo.419� � ',rC��f��, � � �/'��In.�-�_� * t:*�, : A• STA7E Of ' � i?�'. '�v� �'��`�;F�0 R I��' •?t`',� �� ,,,,'��r��ti��,�� FL#5213.1 R4 Apri120, 2�1�. MIN. 29 GA. AG ROOF PANEL CORRUGATED INDUSTRIES OF LOAD TABLE OVER 15/32 PLYWOOD FLORIDA, �NC. Buiidings having a Roof Mean Height<_ 20'-0"; Roof Slope:2"/12"-6"/12"Gable or Hi�Roaf Wind Speeds 130-160 mph, Exp C, Risk Category II,Enclosed Bldg, based on FLORIDA BUILDING CODE 2010 MIN. 29 GA.AG PANEL FASTENER SPACING WIND SPEED ZONE ZONE FASTEIVER SUBSTRA7E 130 140 15a 160 ON CENTER ON CENTER ON CENTER pI�CENTER SPACING SPACING SPAGIVG SPACING ZoNE� #�2-s 15132" 24" 24" 24„ 24" �tvwooD TYPE 1 7YPE 1 TYPE 1 TYPE 1 zoNE 2 #12-s 15132" 24" 24" 24„ 24" PLYWOOD TYPE 1 TYPE 1 NPE 1 TYPE 1 ZONE 3 #tz-s 13�2" 24" 24" 24" 24" PLINVOOb TYpE 2 TYPE 2 7YPE 2 TYPE 2 PANEL DESCRIPTION;MIN.29 GA.GRADE 80,36"COVERAGE 3/4"TALL. PANEL AS7ENER:()#12-8 WH WOOD OLSiII e,�" iy I � !I" '''J i� •� ;~��i'S� ��'�Il i�r,� �� HROUGH PLYWOOD. ! MAXIMUM ALLOWABLE PANEL UPLIF PE;FASTENER PATTERN,108.5 PSF @ 24"FAS7ENER SPACING TYP 1897 TESTING. PLYWOOd DECKING:MIN.15/32"T OOD MUS i �� ANCE WITH EBC 2010. ROOF SLOPE:ON ROOF SLOPES AP SEALANT i !DE LAPS, LOAD TABLE 8ASE0 ON WIND PR LATED PER ASC ` LtEO BY 0.6 PER F8C 2610, SECTlON 1609.1.5. LOAD TABLE DOES NOT I{JCLUD NES fypf � fASiENER 9' 9' 9' r� xc w/ sEaukc wasH�R 5 1/2' 3 1/P' S I/2' 3 1/2' S 1/2' 3 1/Y' b i/2' 3 l/4' zoNE2 a #12-8 HwH w000c��,�rw��++iNC wasH�a ��a ,S>>��'��i�• tvOi -�- ----- ------------------------------------------�- , e`�` . • ♦ ,• C . O� e� � irA�af Raida °�,��;•. �,`_ •�� O.OA � . • . � • .w � i o . � Rid 6 i �90Tla � ;.: :':�� S .:.i.; � « �. g ,. i +� •�.,;. i t • .•.: ��' * `"`'•'''':�: � i o-(}• .:.. -.;r: � -+------------- ------- ----------------------------; --�, ;�. . ; YA7E OF..: :��; „ , ,-..: ::•:.- . t � ��":;;,t,,•;;. a !, • ♦ �P '--------_°---------------------------------------i r . .�` ;+ r �� 0.�� ., s�� a i �I � ��.r�� r ♦ � zortE� � �'••S��NAi.E��.��'� � � Gable �� tVote:Dimension(a)is defined as 1b°/a oflhe minimum wldth of "�`-- --------�-------------�------"-"--"""-^------� the buiiding or 40%of the mean height of Ahe roof,whiahever is smatler,however,(a)cannot be less than eilher 4%o(the ZONE 3 Eave minimum width of the building or 3 feei. i AG PANEL PR4PERTIES 3•,4" 9" 9° 9" 9� \� � COVERAG£WIOTH • 36° • MINIMUM SLQAE - 3"PER FOOT WITHOU7 SEALANT f"PER F00T WfTH SEAIANT PANEL l�TTACHMENT - # - PANEL SUBSTRATE GAUGE , FLORIDA BUIlOING ROVALS: NOTES: UNDERLAYMENT:A YMENT SHALLeE T� , 0 4889 OR A87M 0 22 ' ' EXCEPTION:WHEN`RE 1510,3 AQDITfONAL UNO� • stete of aor'de O.OJ1. {/11111f�� C2871R ��ri��, f�f� ,�� .• '`/,��J ,��\C'ENS�'.�•`�w •Jr.. , , ; :�:,� No.44�J23 ; ,�'; .e� l�C : : ;� sraT� ; ; � . � r • , � i � .d++ O R,oP`G`�,`, •�...•'` �� E � � �''�.,�4NAL �+` - APa'�'b"�o�z sue.�a maw+c�winauir+arz� wvvw.metAlroofandwaNs.00r►t ers�cnvreur�.2oo� AG-1 AG PANEL PROPERTIES 3'-0" 9, 9„ 9, 9�. � �� COVERAGE WIDTH - 3fi' � � MINIMUM SLOPE - 3"PER FQOT Wi7W0UT SEAIANT 1'PER PANELATTACHMEN7 - PANEL SUBSTRATE K PLY GAUGE �I FtORIDA BUfLDiN PPROVALS: NOTES: UNOERi.AYMENT;Af YMENI'SHAL 0 ASTM D 4869 OR ASTM 0 22 EXCEPTtON:WHEN"REC TION 151d.3 ADDITIOhtAL UNDER &te�a M Flotide O.o,A. ,'�<<<t�i�:ii�� asna NGE �, '� • •. ,4ti��.��...... W��i y�`V•� �`C��S��'��s � • • : -.% i No.44923 ; :*; � * : � ; STAT� � � : ' .�' • � �+ • O ` �:�/,.,n �, `o � s•.,, R�,. G\,�a ��a;��NAI.E�;+�' APR��'$��012 SUB.iECTTQCHAN0EW17110UiM0TlCE www.melaltoofandwalls.COm EFfLCTNCNAY1,4009 AG-1 `,,��`G��F''`f••, AG PANEL ERECTION DETAILS ya Q;•'�p��J,S �^.� �, s�etaolFlorw� � . • c.o.n. „ ' �• � : �2e�ne ..� ;� �o.4A�JZ ° . e. ��tl � � ��: '� ;�n FASTENER PATTERNS ; ST�� :��u. ' • P ° . ; A � .�O R�O�G��,, ....- . � `��SS�O��b12 AP� , ,_ � s"7YP. UNDERLAYMENT PANEL � �._-----�- � n 4 #�2_g HWN SUBSTRUCTURE WOODGRIP XG FASTENER PATFERN AT TYPICAL SUPPORT � �....._ �i" UiJDERLA PANEI. , k # B�ARING LE FAST�N�R PATTE E,RIDG�,&ENDLAP ABOVE FASTENER PATfERN5 ARE SUGGESTED MINIMUM.A DESlGN PROFESSIONAL SHALL SPECIFY THE APPROPRIATE FASTENER pATTERN AND ANAIYZE PANEL FASTEiVERS FOR PllLI.OUT AND PULLOVER. SUBJECT YO CHAHGE WIlHOUT NOTICE www.metalroofandvralts.com EFfECT{VE Ml1V i,�oos AG•7