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18-19439
CITY OF ZEPHYRHILLS 5335-8TH STREET r y (813)780-0020 19 11 9 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19439 Address: 5911 17TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-04900-0010 Improv. Cost: 6,150.00 OWNER INFORMATION Date Issued: 3/19/2018 Name: WILLHOIT, BETTY JANE Total Fees: 112.50 Address: 5911 17TH ST Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/19/2018 Phone: (727)232-8999 Work Desc: REROOF METAL CONTRACTORS APPLICATION FEES WIDNER ROOFING INC REROOF RESIDENTIAL 1,12.50 Ins ections Required DRY IN ROOF INSP TAPE JOINTS ROOF INSP FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFF16VR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE; REQUIRED PROTECT CARD FROM WEATHER 513-78o-0020 City of Lephyrhills Permit Application rax-ts,s-f0u-w4' Building Department Date Received =_-Phbn9-Cbhtabt-fbr Permitting` O(J /! — S3 q 3� Owner's Name � (/�� 1 0 � Owner Phone Number —T_7 Owner's Address .�/ f( 'S� Owner Phone Number Fee SimplelTitleholder Name OwnerPhone Number, ' Fee SimplelTitleholder Address I q I JOB ADDRESS / I ' I S LOT# SUBDIVISION' PARCEL ID# (OBTAINED FROM PROPERTY.TAX NOTICE) WORK PROPOSED NEW CONSTR' ADDIALT 0 SIGN = = DEMOLISH = INSTALL. e REPAIR PROPOSED;USE = SFR = 'COMM Q OTHER TYPE`OF CONSTRUCTION 0: BLOCK = 'FRAME Q STEEL Q. DESCRIPTION OF WORK BUILDING°SIZE SQ FOOTAGE $ S HEIGHT =BUILDING. VALUATION'OF TOTAL CONSTRUCT.10 =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. i =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ` =GAS ROOFING. Q. SPECIALTY. _ -OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO :BUILDER COMPANY " SIGNATURE REGISTERED Y/ N' . FEE CURREh Address L-icense.# ; i ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N .FEE CURREN Y/N. Address License# =� PLUMBER. 'COMPANY SIGNATURE ' REGISTERED Y,•/ N; ,. : .FEECURREfi,_ Y/N. . w" Address .Licerise#;-'- MECHANICAL. . COMPANY, SIGNATURE" REGISTERED Y I N FEE:CURREn Y/N . Addedssw: License.#.1 OTHER`'_p• ... COMPANY :'SIGNA REGISTERED Y/.N FEE:CURREN Y/ j rr ! �aa�es •C.CC- o :RESIDENTIAL2;,•> Attach::2 Plot;Plans; 2 sets:of;Buildiri Plans^`1R-,set-of'Ener• `Forms R Q-IN ermit:for.new,coristiuction ^� 2,.� ,...�,)},.,�,. 5 .... xd5,-.,r:,-< Minimum`tear,l0 workin'"da' 'afte':s"utirriittal.date.:xRe uire'd onsite'Constructi='Plans Storm,Wer Pl-I sew Silt Fence installed,' :;: .::.•3; r... ...:_. ,r. , (,... n / Sanita: FacilitiesL8�0T;dum ste Sife?W6rk:Rent rY.�, p,.,�r., ,:, it:for subdivlsionsllargeprojects ;''•;:COMMERCIAL Attach'(2)complete'sets of`Building Plans plus a Life Safety'Page;(1)set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence installed, Sanitary Facilities&:1 dumpster.Site Work,Permit fo04ll-ne*0rojects.All commercial requirements must meet compliance SIGWIRtRMIT "Attach'(2)sets;of Engineered;Flans:i.., •...: .. ""PROPERTY SURVEY, _required.,for.all.NEW consUuction.-., _. -------------- Fllifout:application completely. O-•wrier`&Contractor sign.back of application,notarized If over''$2500i.a Notice:of:Commsncement Is required. (AIC upgrades over$7500) Agent`(forr"t ieicorittaOor)or°Power of-Attomey(for'the owner)would fie someone with notarized letter from owner authorizing same "`,OVER':THE COUNERµPERMITTING._.._,. .,(copyofcontract;required) ' s'.broofS_if.'shIn§Ies SdWers_ Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public'roadwaysneeiis'R01N 2018041111 Rcpt:1938736 Rec: 10.00 DS: 0.00 IT: 0.00 03/12/2018 K. R. '(1., Dpty Clerk Permit No. Parcel ID No I z(- 001 O- 01H 0 a- 00(O .�.�/ NOTICE OF COMMENCEMENT State of �/`�I County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of Property: ParcelldentificadonNo. (�- .Z6-'dl-0010-04-qva- Colo Street Address: 5 l 2. General Description of Improvement 3. 07 Inform tion or Les info ation if the Lessee contracted for the Improvement: Address city City State�/Z Interest In Property. -33� r Name of Fee Simple Titleholder: (If different from Owner listed above) Address A� City State 4. Contractor. - Name 1 Y-7 Address p I State � Contractor's Telephone No.: city l ty 33 SZ3 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address City Slate W v Lender's Telephone Na.: c: �►S 7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served as provided by W N o B �A Section 713.13(1)(a)(7),Florida Statutes: _dam •+m �• Name IM(0 F m c 0 Address Cl ty - state leg * lir Garf")ye T'�tsr Telephone Number of Designated Person: o 8. In addition to himself,the owner designates Of 0 to receive a copy ofthe Llenors'Nofice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a;different dale Is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT m ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN a RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Q W Y RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT p o WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. _U W LL. Uy W W Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that-the facts stated therein are We to the best LL = _J U of my knowledge and belief. . C5 Z O O J } STATE OF FLORIDA 00 = Q (V COUNTY OF PASCO O iz U Z d Di SHERRYWIDNER Sig ature of or Lessee,or Owners or Lessee's Authoriz d !L W W Camm18e10 0 0 0 162148 Officer/Oirect P ner/Manager Q T Q Q O ''E'c ` kMWTirU6WMes rl,2021 LL W U U Signatory's Title/Office z =-O Q M The foregoing instrument was acknowledged before me this_j_day of ,20Lgby O/ /I 0 a O � 0 6LL as �1 (type of au rity eg officer trustee attorney in fact)for X- U U W(name of y o behalf of whom inst ent was executed). } U m Q LL Personalty Known Produced Identification❑ Notary Signature IX - fWL' 0-z O_I Type of Identification Produced Name(Print) J j✓k4t:7 ® � � LL ¢ } w --1 LL) O p = z Lt. po pq ® 1 z0 W w U }�— U) W ="IW�( J Z . tr:9f- � 0 �' a� m wpdataPors/nogceccmmencement_pcOS3048 SOLD TO f 4' O. �' I DRESS _ -- --- - ADDRESS'- ----��- - �� - .. CITY,STATE,ZIP "CITY,•S TE,ZIP ' --'- -.. _._._ TERMS' - F.O.B. JPATIJ�LCUSTOMER ORDER NO. SOLDBY - _j DROERED' SHIPPED' DESCRIPTION - PRIC,E 11NIT ,SAM T-48706/487¢1 — - - - �'�L=�y_•:° .a . '.M. .' " ".f;";it:-'.;,"•,' tjv • G u I f C N1���`��-2 SUPPLY & MANUFACTURING GULFRIB '" ' GUAGE • TM PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.26 R3 REVs`Vd :1rl CITY r-'c ZFPNYRHI 1 Product Evaluation Report (�I�.., „/1� y PL,A` 'S EXAilTi ER /P�"G GULF COAST SUPPLY& MANUFACTURING, LLC. 29 Ga. GulfRibTm Roof Panel over 15132" Plywood Florida Product Approval #11651.26 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 %% � EL S� '' oPA• •• ••kU,y Engineer Evaluator: = No. 75519 . Dan Kuhn, P.E. #75519 '*: Florida Evaluation ANE ID: 10743 STATE OF .'Q Z Validator: ;t�`s• O R 1 D P••'��.� . Locke Bowden, P.E. #49704 SIO • •N ,%`� 9450 Alysbury Place ��''NA.. 'L /0'5/2027 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.26 R3•OCTOBER 5,2017 ENGINEERING,Nis= KUHN -� �� ' a a a Gulf o r - , ' 111mmok SUPPLY & MANUFACTURING ' y,.._., TM GULFK L ' • GUAGE GULFRIBTM PANEL OVER 15/32" PLYWOOD ♦ F Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 29 Ga. Steel, 36" Coverage, 1 through fastened roof panel over minimum 75/3z" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0142" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15xl.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 75/32" thick, 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 Building Code 2017. Design Uplift Pressures: Table"A" =kAa, mum ,fJ;pli�;.Deer ress re 71 76 psf Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" F er ee c 4 .' tt Ipacln.g- ; e. Design Pressure includes a Safety Factor=2.0. I FL#11651.26 R3•OCTOBER 5,2017 I Not GuIfCar y R �!' SUPPLY & MANUFACTURING RIMRh TM GULFRID ■TM PANEL OVER 15/32" • • 3� t? FLORIDA ■ , PRODUCT ■ • , APPROVAL ■ ■ • - • ,■ ■ T hi1 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-12- Uplift Test for Roof Covering Systems. • FM 4471-1992, Section 4.4 Foot Traffic Resistance Test Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 1 17-0033T-05 & 1 17-0331T-08D, Dated 05/05/05 &07/09/08 2. FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0238T-09E, Dated 07/21/2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. 3. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, 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. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. FL#11651.26 R3•OCTOBER 5,2017 I MIZEMSSIZZML 1200 CLINT MOORE ' BOCA RATON, • • #30464 Gulf Coc 'I - ® SUPPLY & MANUFACTURING TM GULFRIB ^O FLORIDA PRODUCT APPROVAL NO. 11651.26 R3 Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.26 R3•OCTOBER 5,2017 G u I f C a�;a ns, . MIFIR�"•'""-'"` SUPPLY & MANUFACTURING TM GULFRIB FLORIDA PRODUCT APPROVAL NO. 11651.26 R3 F' ENGINEER LOAD TABLE: 29 Ga. GulfRibTM Panel over 15/32" Plywood - a';�.�;u9.: �t.y :7:•--`-g..i:,r.':r" -- _ :ter,,.,sx"e.-•: ��r_,1:.f"�.s:" .��.a_� - ;+.wst_= - _ w-��,.r.�::'Y-ti *.a�W.> - B'ui'dim s.'fiavirr �bofilVlearr'j e'ht"<20-= '"�:Ro©fSl'n` 12 - 1 := `ail H'" 1r�T.- :,t 3.,. ,t,.••�., - •;s:: _ -'-s:. r{,. :"",",t >,�r.-::.,=p?- �:� OOf,r/t/IRd�y�-ee�5:r .�._- =1:'�� 0. :Ex su eyC'''�Risk;Gate"o' :Eiiclosed�`:Buil'd1n' •bas€dt�on'F�orlda`B,uilefin� 'Coete'=20�7:'�`='?�'.... ,,-,� �'=; 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 .1,. -.,e ,m:hy, .+t L�•k.�," t'r _,1} ;.,., - -^,r:: :°;�.;,. u.,*1,„ _,..y,,�. .��.:.'� '`;Sfi�:' �;^` Y;-7;��'.,,:.•P r '�:>� `� .:�`'"..� :�a ., �Y °-... t � �Z°°ZONE:2';' 'c#9 5X15"'.; �,.PI o0(. r .,24•r`TYPEit . =:24,°,T1lPEl. ;2r4r=TYPE:1"aMZ '";TYP.Ea4: '24",TYPET.,:24 'TRE t,�, ^�s.-,+#: ':rf •°, .�. .?(a J,�.,.,,,c�i•r `ar;"t" ,'",c'.a'. ":r.:v,rti°.tt�,,r ,,ra,, L.x�X,.. n.a�,,•},. ;,:;•..,- ...„ ,.r:��t� t.7,.,� Fa,.a�.ns.�:..�.z .k..c..,�.w"xa+�. -,h.•t!;� ._ 'is� y.i+1i til...r. ; :'y_"�4hcs;. '°.:Z.F i-fk".e < ZONE 3 #9-150.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2 12",TYPE 2 12",TYPE 2 12",TYPE 2 - X"�"' ".Nr.•r-_,R:- >�;�'':: "'•t`Gtl� '�,^"':=...„;r=�- t,-�• •:' `,'''`","d,, a•�Cf.:�`�;=iz°:',-•_'*, s��.2'K'"'r 3�7'`>e"- ':- `�1•:),P 6L DESCRIPTLOlYa G_lkL'FR!&.,,, MINa2g,C7?� � E?AD_Ec8 36CaVERACiE, �9G::� ' ;•.;.. :.,x;.. :,'.'� .:''�kx'q.�s., rc- -'e:'"; s; *lip- ' a 2a 2.D PANEL FASTfVER• 9Y-15X1,;5 H1G4! �T�H �EN�U1lAS4R ,,; .PR u UDtAy�h: } y �_ `" }MQXIMU�ALLaWABLE�',PAIVELUPL[` PRE55U�RE=7r71 pF 4 to .'FA FNEf 5 ACINGtTPE�I PdST:NEIPATrtER , 13 0 C.-. FEIVER-SPA ING YP,Er2-FpSTE tE PATTERN' DTONiTAS 5 ,58©/11�1 Zt—S [Nti..' —. ,u A•SA" ' '.' . $.A,c -lfi'G 'Y•, ' `T'-'9.fF T` + 'S'5. :- - 4.) L:�OOD}DEC(EI�1IGt: (,N'S:</ r, •1.CIC PLI'WO.OQ<,L 111 %H E- ''-'!VE[7;IN"A 0@40RDANC;EAW.II,,Fi'!:t7RIDA BUIL'ffStCv+z00 DE 20'7 �`r r!6)'rf�DAD�7AB E�&A;SEQ�ON�UIf{I ID P �SSI)RE•r�CalGtJ 'tTE©� �°AS�,CE�T=�t, QKD{==Q 8�Il�i'ULTtP IF D Y Q; 'PER`F'x RID B'l)i D(NG ,'�':• , ' >,: = � +�•,�r'� �'�,= a n�'t"'�..,�,q,trFa r_>rt -1� 3:� :t �,f';°aa ,�'>• ..,&a !v. � ;,C<(�fQ• �20�(:7 tiR�..€'?�.'� 's�„r'e*;r,'� i<e;�=�,�� ,fi "sy� ''�s�"�•.� u8:"x'� ,. ,c�,w F.h,�'y�v .t` �it„'�,,;;,, ` ;� mm.,ie r ;�: a .�,"�,',' .,x t�,y.,y'' :+.�,4 :N[•::�i �. �., � � ..;� r: y�"-%-r `4t_ •t!!_ _:a: _Et�:as:r...a,,.- �. .,�.F,t_.«.:c�.:c� ;i`�„�.�'�, ,.'��!....,.�' ,.a�«�.«ax3t:,.r.� ,,.�c; "o�-.�s;n:.�ms... .r _ ..._,.s_:'.,✓ Yr:.x� ZONE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONES i�a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ---------------- less than either 4%of the minimum width of the building or 3 feet. —RIDGE TYPE 1 FASTENER PATTERN --------- / / u -- ---- i 9' 9 9.1 9.. � At Panel Lap ZONE 1 L Cont.Tape Seal torus on Slopes less Man 3:12 (1)#9-15 x 1-1/2"w/Sealer Washer @ 241 O.C. -------------------- -EAVE TYPE 2 FASTENER PATTERN ZO�NE2 GABLE ROOF a? 65„ „ „ „ . „ „25 65 25 65 25 65 25 „ •�� Cont.Tape Seal for use on Slopes less than 3:12 —RIDGE (1)#9.15 z 1-1/2'w/Sealer Washer @ 12,0.c. -------1-- ————————---_ —'a I ZONE 1 i ==----------------- '-ZONE 3 EAVE FL# 11651.26 R3•OCTOBER 5,2017 t=- •. � l 4 ru r t` ..��x£ �"'srt7eu '3'�'� •u ari Tt'Fr.. 'Kt,i - y,s•,w T d :,i.'zt.. 'rs - :.l �.c v t- � • ; � s i •' i � i s # t � � � � i • n • 0 i -'Ulf C �9't u anufact 9 ...,-, :b..yt;..=-....e •!:"S:.J'r'.iJL�•�nG::,..- �a:AS'L:s'-^s,L 1 . L � The GR-2 Rake and Corner can be used as a ji'r .i ,.3�,�t't i able trim or a corner formetal-sided buildin s. _ •:S'" - ��j:`;::j'- f•'~''ti:'�"�',:7.5.h�?,.y`e.'•-�p.."�'- ?=r..C�<ti4'AC.�•c.l .k4a As an alternative, the smaller EF-1 or the GR-1 :J.: <� :.;�'. : `.��t�,;_•: --:u:.��:r:��„��: .��v: :F %i}`i: both on 11)can also used as gable rakes,and the . "� : ".�. .•+•w.--�•=- .,zt'•.f�•l�"a=. rye-^"_�• rJl.3��r>y.' ��-`' � �.fi�c;. Rom' .o � 17'.•T: S ::?.`:.. }"n:: '.ASV rn�F�:"•�.:r�:�:. .1 Ili (below)or the GR-1 as corners. Customizing rakes or corners is often necessary f : r din on a panel rib. Both e G -2 due to their landing P R E trim items and the IS-2 can be ordered as custom m ? _ by specifying•custom dimensions 'a" or"b".. Be sure to take into account the 3/a""head space"when `_: ='-A figuring custom dimensions. The PC-5 flat corner ':;,:. . .:: . .. :a ;._ ... ,. • Figure 17:When used as comer trim,theGR-2 straddles the ribs works best on smaller structures, and where of the pan�is where they meet at the corner of the building. The Tuff-Rib outside corner also serves as a gable rake(see below).. the panels are running The inside corner (IS-2) .has similar dimensions but with a outside horizontally. It can be �culosure sealed with outside reverse middle bend. ! •closures.- PC-5 � �a �_. . _ R-2-Gable fake —.. -ISIF � ��,r'�- 11,E. lw•-. OEM, �.,Itisy" :-�•,,.��.�y„ .. : �6v,, i-` j;.. . 611 1 3/4n 51811 = �rIF, G R-2 b b IS-2 Figure 18 When used as'a gable rake,the GR-2runs parallel to the ribs of �-- a—►� the roof panel, and is attached with screws running through thef ribs of upright siding. As with the EF-1-residential rake., the roof side,can be sealed with butyl sealant. (352) 498-0778 •Toll Free (888) 393-0335 FAX (352) 498-7852 a ij 6 r-w t a�� n n g UU TLO "anu Gulf Coast .ff- b° Roofing Panels Fastening Schedule for Various Wind Speeds--minimum 2:11roof pitch W Zon6 110 MPH: 120 MPH 136 MPH 140 MPH Roof Fastener Fastener Size Attaching to: On Center On Center On Center On Center zone Type Spacing Spacing Spacing Spacing t-J:.i.g; .�'•�' ;!a;,• :57, "•T{;••:j+:r-�n`•r.e..r:;.U...:f,�-�.W.1.�:7_-.G.,�tb.'for,p'dr.pTZ.i',.Ce..YI,sup'�.<�.:`:':g<'`.',�'..gr,:?hn�.;Yc.1.=,'�'5�.s`;i S`�;'`.�%r'v••- "~-n:i1_.:r1:�1:,J�:In.J',n,-,!.x,n,�'�1r-�..6.�s: 3.d.2e:.:1:..r•'�nL;,-`Y:.:s.r;S�mo..�Iw:•�..__.px�•_,�e.�.�p`r—,7:�'.=__,.:.x..,•v�,r{A:.ii,:....?`,.c.N,'�,:�.�^:e.,.`•e.{'..P'N•.:.�.1'r'P,sTt•x.',F:..GAi't.�wxa:,.&t-,•.•.:,':��r"'"S rya•-. Na;mtiy 1=�.<,t. .�,„"�,i_= rx� rY :Xt"O b ! ri ; Wood ri o 2411 24" 24" 12°* Zone 2 Woodzac® #9-15 x 11/z`* plywood 4 Type 1 Type 1 Type 1 Type 2. . - •'®i?S'.-"`,;'"PST c•e :;iy,., "'i:�,..T�.r., ..Y!e.,..,g.. __ _r��`•�::$"Sys-•}�'�,;g;. ,;w�:!.y...SFi�'! ,"�� . Fn ti;'t���c-+F:.45•u.v��f'?�.-"°7'��' �' ;,.�v�;m�rliil�/��l,�r:�;:=:ei,�•2",`:;'a' n.��e�'.n�..:✓.y_._�i:"✓.s;•.`�:"'��`�'wy�='�r?ir ' r0e.3•'tit: ,•or`�K„ .�.-�rJ;iC'<�.�P _.;,.-.-u'-�h�!'!:_�9 _ .;t ��. .sx,;- �'-kr7[w.�. ;•t•`� �, �',,� ,�: �'.�T - -a,x..v.r'{W /� �,,_ i• r_.... •a, 'S"-"': 'i.u"�'T eF.G=,'i�=• `^"�:c v��=:"'�`��y'A fj ��C®�.'�,«:f3".;�•.'+'.T:3t�:•�;,�'r,:.�l�ry/O. d�. :.ti..r�/�.a �%4,`..,.ri���(' ��yry.� ;,'��+�.k#`', ��-Yl�]"� }i_"-:� J�/� ne6ay..;4:!7..Q,z nI'.: � .tr_ �r.Y'.x}I t S�a;�:..C1.+.�L.....r.•dcJ6 itli9i�h�.. ..0•,r•.�:.'41��1tr'•:}y�t�!:ad:•�I`,S.:J./:!.� .:cfi:i� *for 1 x4 purlins, all spacing is 24" Fastener pattern Fastener pattern Type 1 8 Fastener.'patterns Type 1 and Type 2 are shown at left, row spacings are Type 2 A shown in the table above,and roof zones.are displayed on)eft below. ZOne 2 Figure 7shows a simple illustration of a �� the patterns,Note that fastener pattern Eave }. a - Type 2 is required at fop,bottom,and :.:. ............................................................... :::. el,a . end laps of each pan as as in additional areas according.to.which roof zone the fasteners fall in. :......................... ...................................... e"o .;; ; � Each"zone" f the roof has its own a screw requirements. Dimension a is -----------'------Ridge------------- — --� defined as 10%of the minimum width .................................................................. a . j':' of the building,or 40%of the mean height of the roof,whichever is Zone •Gable smaller;however, a cannot be less than either 4%of the minimum width ..........................r..,.......................... . of the building,or 3 feet. /� Eave z * Ridge Zone 3 `'"'� �'r ! � �,,rl y•,,. m i .ia• a.` On (n SP 8 - :.7,r��"�'_c."�i''� .�.. mac•_: _� - .' - .,�r� � ':. ��y,s'^, Figure 7 Screws should be placed on both sides of the ribs at both'eave and ridge, Eave and on the overlap side of any panel laps. (352) 498-0778 T61F Free (888) 303=0335 *;FAX (852) 498-7852 1 caV iy•'� .r7�'�YC� W_8?-,r rykr^ : u, n n g owa�t ZW4, t_,r-.,,.3t Valley Install panels 4 to 6" from diverter �' ` pan _ •�_:;�i::�' .�:�°- _ •;t.:•- �::�::.. ��� ... •`"S''� �� ''," o-x3.'•z.�s:,v... •fir. ',. :,{T„_ `•. .i{;✓fi:.••,..•:: /r'1 style T _ ,+�'.t L,` 1': •- .ti_' scr�?•""vA'f�--.'^• +"�,=..[s•' ' P T 1 st le 'a 1 j FY'f c::'C': '.Z:I S",y.s`.•:>:3..k:] F2F? y �'� ;�� iG�Y'4c}fn'L�;,��y,�,r (f'p`�'�+•:.i1Ygr.,;, �:'y. PV2s 1 -, K am Two basic styles of valley are available. For custom valleys,specify dimension "a" Figuro:15 Pre-formed valleys use a diverter to prevent water from rushing under panels on- the 'opposite side, while meanwhile channeling water off the roof. Expanding foam closures are often used to assure a good seal, Gulf Coast lbff-fib° Siding Corn .13 _ _ - F^-';L,•' .,fin•.'' - 'r`". - _ Drip Cap ;.uE _ - 4 -.. : . M. � a�:�st.-zt.::y'aca^n� _ yi.''F� ''C�"�•'��.� f,.' I Sliding TT Door !.: .:`' .;:r ;::=f:' :,,�atd4f'?S%S:i>,.q y:.r^:•r..'r':>��.. .1�''�>;..'.:vn"v!'fi':!�;%.F.F:':�Yi:%a. �r, W ' ImsW Corr 5�' e Gutter J-Chann -15 TC- :r�.�-w �;•- ,�cH;•,;,::.. :f ,;,�' -ate.-"°� �"' :�: ase Drip ,- P 4 Figure 16 Common trims associated with Tuff-rib roofing panels (352) 498-0778 • Toll Free (888) 393-0335.0 FAX (352) 498-7852 - 12 - ' gR� � _s v,7� ,sr ��.p..�.n11• {a��. �:+ ram.';�"a...� •&� • ;.i: , ., .._.,.._.i9::a�e'1S:.o:.±SN:i."' i+���,i':C,';.-,Ssa::,Sz'.3ffJS".x»5:a:.itl�>.•E�.£�?b��.?5:.�?i'3:C'.tn ' i 1 k End-wall flashing is applied wherethaupward .%.- `�-��-�4�: �'^-W`-:a* -i�i t�;�' y�L"1.,,.`, _ _•e;,y ,i�'Tsnt slope of a roof meets a wall. 'The wall side of the flashing can be covered with siding or ,.J,a. �;:rr-+i't .ti�.: x�;:_ �t -_ try F. ;,.'ua�,�� ,•,.%o..ra:.';� .:r. counter-flashing, and outside closures are necessary,to seal _° ,�{:, _. .;` caulk(Solar See? between t h e ay _, recommended) ••a:7,.�`2..- l"Yr'--,�r''f••'A�� y, py- '�.. 4 ?l'• 1•:t1:i:���` ..Yr . .y ,:+. <:. _ 7 , ,'......, flashing and the f:: :�su�_ '�;' ti•-. - <+ :, -caulk edge(order EW-W) used if endwali not panel.Roof slope �Yv'•- .a,asu't%.ry+L: 1-'✓x�?:= i' {t.:ny, .'r.�'. g ';:rt, p:s _ti.n lagzt- ; i,a:. t : .•- t,�::Y :-s ;s covered s h o u I d b e y0ii'N-'i.i:c•-�:"'vt: ',i.:: / '.Q'r a rE u'.7?,.,rr,. ' =` . mentioned if roof :.,:;i`• .ly}'F,� 2 : {?'.'a 'S rwt. t•• :',f':"'iecr-+'.u. 1 !i exceeds 5/12 pitch. .tta3r .;�tY?iv;::t§r• ;x1y:.�.r. r.;i:t<iy"`_.' ".��2�" ;;•t3i}cres�'' .?saw�c f Figure 11 As with the ridge cap, the ENDWALL. FLASH ING above is sealed using outside closures. Use EW 2 hemmed endivali when comerin EW2ltemmedg endwalls with sidewall ;b k' Endwall flashing,such as with dormers or chimneys. ! a Endwall For custom end-walls, specify roof pitch and dimensions"a"and"b". a=4t/z" b^311 Transiti• ,'•:.' '�?s�'�t.�i`'` •>=`� .t:�wjt.+'�•,•,� `yr�4,µ��"-,�3��jyr.,.s�r,,,;,. ,+r'+,'u- n���t'�-f', - .�g�.7%y {,,e3n••••'Fl, {o,r y.;�,,- �:. +G���' ... •4• Flashing "'t+'r: �.`f cY,i •"S``�.+y��� S`„:'� ..Cw`:i`Yvi+1�'r'' „{i��,;.:t`.b:,.-�Si,. ��s, ..�4". .ri•{'i�' •I ?k{ •'k,.wMy:A. �.'.^:.y... y filZ''.�'r�.rZ1�e� �CF �'! Y )^5,..:Sr...0+a%�.w`'�N�M1ii;.�• y - .. � T 'TRA::SITION FLASHI le NG revents f "y' '"-fi"' ';x" :<,:.Er•.j- ;:� ;F,' _.'f e i}'' L�'.�r`•'w'^! 37[•�{.11�(r:e x 1'.t:,.:,�• V'1��•«'_�:ST�,-,.� ,�+�q.a•^ ..r;e7381 .:u .=?..96�.5. y'Xr y ..J�':o_�;,-Yj t.,• ,:ct'i."..`iy u�":4., .;;'6 �'i+'+," r?->'. leaka •e at:'tlie oirit where two.different roof <=.,1k 4;K- xsF-.rf� .� :.,F.,`� t',e� '�"�, :aa.�,..•, „�, �y� ''G,�,r:,T'-. :aif++ttr"�i-rs'�*'` `�'`-=r�=',' pitches meet. It must be sealed on the lower � �#?•`s•"'-r-��. �� `��s�'� Y�:4.r `�,+" - ;�+�. •' , , }'sus r • side with outside closures and-can be sealed underneath the- upper ariels with inside f- closures. The similar GAMBREL 2 `4�'4�,+J -E-:i�( x'�' 1,Y°;• .,ny'JSi^'�G ��'Y - FLASHING is used where the lower pitch is 1 k'. = �-• � �.ti,s ,+,� 1�,.:- . - y : ','; . ��, ju, ,} . i '' T .. ,�r�x rrs. •. steeper than the upper. ;ti, g' x;YY,_:. ;• _gg 4 ,c' #are- r �ec�4.rTYe,�-. •z t 6(�' rar'x�J,r+.: �,,;"eE,r,.s .' !�` ~�`� •X`•`"r�-`.,:zr.'.q.�k-_'� : , :�jt�', TF-1 Transition Flashings �~' ,�, ' ;. ,�•£'."•sue. -�.; closure 1 = s't,•:" " �,`. .. iA - 1'' .�i''.'•r��+L"^�i?, �_.{+'+C?;:.41^ .� ..:'•s::y�+r:.`yp"�i,- i :+'.?'!' � '"s-�•�c.'•"e ;.'v: .•y:,i3�sY.,._ .'•f���}G���k .. 'f: M• t•A `s:� � _ 1 j.fti°i �J;.". n: :3•_'_. :F'v''"i+:#y's tt'.',� ,�`*l3: `:trvW, .t 0 n b •;{'v'f �.r: 's"•.x .= -.:1'•�Ci`.';�:�'�'•S=::S�r " {`. Figure 12 The transition flashing r ''` ='a=i (above) and the GF-1 gambrel . flashing (right) provide a ,�:' a For custom transition flashing specify the pitches continuous �raina g where two xV of the two roof slopes and,if necessary,dimensions slopes meet. Both seal with "a"and"b". outside closures on the lower side. (352) 498-0778 Toll Free (888) 393-0335 • FAX (352) 498-7852 - to- ' :�r ,:d•o..1f - : ,... ,..,..:d:.:, w'J::'•::.':=n� l'&Y.:9!5:5T_.:*�5i�a4::�`�vR7ti.^^��y`'"m"`a"` . ' 6 IX I•T._A� The Rid e Ca is used to seal the This ca oin tat ,�:,, k., ' Al which two upward slopes meet. ~:r n :1,:�::•,},�-_��,,;_.r� �- .; ����'�4 „�- ., -.�:.:::,-.�,>;.,:` :� ._,:: be both along the ridge of the roof as well r wood as a covering fora hi Either gri D � P• =ixk:,,�Y.�Yw''v::.. .+k�,��"r �n ' - r... �-:�;r`t`'•ti,.., L":�''�'i<j� . or self-drilling lap TEK 'screws are applied throughtheribsofthemetal. ' N° Since debris insects and b `'`"� '='z' T" . .�. ��� the ridge rain can find easy access under g - <- nv,.h, d to-ca , closures. are re uire p q e - �s;��w_.., ��• completely or partially seal the • ��Yi'ti. � .,Ga'4 .�N�; Ems`•-• ..� '�""_s(aa.v'.'}!•:4,c. m ri�J2.1'.,Yl.:-•' 7�'C`` rrS,r�'i., ^`:!r Closures under ridge caps come in 3 a t�.�-�k`; � ��t�,;:•_„rn�,:' a� ,�;tiz.;.:=y'. types:-solid,vented,and hip tape. Figure 9 Ridge cap showing outside closure(left)and profile vent Solid closures ("Outside Closures") are (right). the same width as the panels. They lock together in a row$laced directly under the screws that attach the ridge cap, and form a solid, water-tight, no air-tight barrier. Profile Vent° comes in 50 foot-rolls, is 3 inches wide, and :forms a water- =' retardant, insect resistant barrier that allows hot air to escape from the attic,and is superior to many P Y more elaborate and 6x ensive vents stems. �: Ux .0 � Any length may be'ordered. Hip closure-tape(Peel:.nd Seal°)is a sticky, adhesive-backed metallic tape y; that seals the hip roof.'It is 6 inches wider and comes in 33t/z foot rolls. `x ; Because it must.be conformed.to the rise and fall of the pantIridges, approximatel 10% extra may be needed e f he hi �` �= "" yt Y beyond the�Ieiigth o t .� ';.. ����,��.�,, bein .•covered: j Figurd.10 Pipe Boots provide a water-fight sear around roof j Outside �„ Profile Vento vents and come in a variety of closure or" ersa-Vent, sizes.-They seal with caulk and conform to the shape of the panel ribs. `Lap or 2%a Woodgrip�a =y screw required- RC-2 Standard 12-inch Ridge Caps are strong,economical and adequate for most of your roofing needs A-C-2 style over-sized ridge caps aip.availabl'e with 18-inch coverage,or as a custom trim RC-1 style 12-inch Ridge Caps item•in total widths(2 times"W')of 14-,16-,18-,20-, are also available in custom widths 22-,and 24-inch, (352) 498-0778 • Toll Free (888) 393 03-35 • FAX (352) 498.7852 - 9 - GU T Yk`•'=S'•{'+C N..''}}i r:' +Y '3 11 it''(:! � V wu 19 - K � s .., .3 .... .a,,:�r.:�ti:�'>tir:`a�°?2x".-,�„s`.?t3`.i3.3:i3'•`,aY{•i:L",fi.'ti_..ijS,.•?'M YR3��Sc � =t`i �• v :i"• � Butyl tabs .;. :, ''•,.,. . _:'': -^i;>:.•,�. .::'tic."1yr'",:3'�r,"rr-"",;.+g. _:�r`j.5 c*=t:.'`4w,-^T�t2�fc i.': 't' ,'�°' tr r,'` �i't:.'':.et4.r�•�xy�`y'r u�•:%K' ^2^ ;'�s,=y:>''�'���'w��•iil.`::w:w.3t.'_ ::y: :-'L -Ky,-. j �� �� "..•.4i^.^.'.- x= h's�`i.. .aiiev... i;:i�:.':%:;e�^ ' 't 'vrs'�tii tt •Yf�:'U7' �'QY�`•��..'..`��NS 'Z-'H.. J ftrw',:`'.�� �y n� � •� '~i. .. r :FPS{'•i:5'f"�r?,x.��h �� �,��"1,rh`�� -•p>�Cf� �.Y. y 'r 'i Custom trim—specify a custom «r length for a or b. Standard dimensions — a=3" { View ti fM ggik frim(fascia board removed b=311 Figure:13 Gable flashing Is used to trim the edge of the roofing?panel at the gable end of the roof. (t should match CR-1 stye' the eave drip that extends along the drip edge of the roof. if Custom trim—specify a custom the pal el is allowed to hang over the gable end,eave drip length-for a or b. b can be Used•Instead. Butyl tape between the trim and Standard dimensions — a=2A" panel eirriinates leaks. b=2 N" (. p Side-wall Flashing 0 . • _ �r4�,�_ ,������ �� i caul' `:�.�:= k(Solar8eaPrecommended) 3 YM A'rF caulk edge(order SIM IC) - (used if sidewall not z.WR covered by siding) t' ; n� 311 Butyl tape 3/4 01 ,`rr;: tea;y?L`7°�+•:r4` 'a4::.AY-�rP �r u.��.`' 5.'' yyr•'S{ •j('a'� • • � r t{m g'.�'�u, a�%�':s,a "�?�%th:c` �t ��;.��,i`� .i :.=ip.�"; ;}'^ i "i'•�.� `Fi ure 14 Sidewall flashingis applied when the side of the � roof butts up against an adjacent wall. The wail-side of the SW.!,: n p ;+: ,�:1 _`: flashing can either be covered over with siding or seated Custom trim specify a"custom with'caulk(order SW-1 C). Butyl tape should be applied length for a or b. where the"foot"oftheflashing attaches to the roof. Standard dimensions — a=3" y L_-311 (352)-498-0778 Toll Free (888) 39310335 • FAX,(352) 498-7852 - 11 • G' IfC66,�t ;,"*-,,-it'.�Z,, & ,. nufladurin •' ...» _. ......._C :` :l: Y->ti'S'izCA'a�:..'^M.�n�iY':+-ti•`,:"'.a�.'ti�4R..c"r�TiiSa+fs'JYFIx 4 _ " d:c.•.I. sYt51�i9K'S,YLGr.tSn!Y`'YC�':• 'S;T.a-'^^ - v i � . n.'1'`:�'i.:.'fie{; �;iins.�, -er .. '':"•l` f .,.. •• , 'ro • .}SSG rtd� - �;;... :.1 lt'., - 4`-:,•:,'e'•'.;: E 9 .7 !=.S'J1h'=Tti�.9*::i.V\,:::1•'- \�••C•t.4" '��t'•.:.:. `•_v=: • ag NO FHA Stye ED-3 Style 2 NH cam' p•v `i ,Sar -, :°'l''3t:5 t ..i 3+-tY::{y�q,ei t 3ia -::f r`�. tt-jkYsl J u-..v',:i;�..t.,.: :i , rfxri '. -,.��r v> Savedri ,� � n..r s, x> p Eave drip nr'.,� -��x �r-17f�+•a,` e�•�'-"`�Y '+°=fit v, , {} � .':f'^�_-e'K'1`"-Y'-Y: .p�.� �c.t.,y;�Y...�,�•�'tia+fi'.'Of{":Y 1• .,. �•=�;«,•�a'.T>.�.eE,?.�S-i•`i;,.?.0:;4c.7�:''r-xKT.;h.,L+tr:;�3 • rr:a 7116' j' Ti For custom eave drip,specify the Eave " Eave drip trit6:fascia and Inside rinsure drip a 1- amount of the eave that will be Figure 8 Eave drip and fascia give a finished look along the drip ; covered(dimension"a"),arid,for eave of the house, as well as providing protection for the ; steeper roofs,specify pitch. If materials they cover.The eave drip should completely cover the 'Fascia a fascia is*desired,be sure that the top edge of the fascia.Inside closures,which seal off the open i dimension you order will be ribs of the panels,are optional. -H b hidden by the eave drip. • 3 i Summary of Stock r inls atid.11ashings It item serial order in orimation l s t 2'or: neater t Z Tt d•'e`caps`(IZC-2) sec Fy flitch•if a Hari;3%1. han.6/1 Also.available in:. hs'Clasiu'es`e ul <y' .O Eave drip(FICA,ED-3) 2 common styles: FHA style is dire-pitched for 3112 to 4/12 roofs, For appearance or ease of application,.order by either specific pitch or as gable trim(900). :"` d ''tra 'E ` lar e' ;2 ' nd>s 'aII G =1: ra e ':availabl'e Use G:_, Valleys(PV 1) specify pitch if greater than 7/12.!Seal with universal foam closure med vaUe PV-2)1 aid water-tightness.material.Open-hem ys( ter-tightness. ' Side4valT(St�t'`-.�): ::.�Jse�butyl:sea�ai��between:s�d��vali'ftashing and pa:uel:� i Endwall(EW 1) "Specify pitch if greater than 5/12.Seal with outside closures. itcli`kbf botWroafs 'Ige' `Io er:slo`e t shg'64it icie:clo" res and i �:,.: - .��.�: tea a;::.,...:. •.:-:r:; '`c"os' `s n ired'iiiscie I de.x .Q ' 1 (352) 498-0778 To.11 Free (888) 393-9335 * FAX (352) 498-7852 wAVANTI }: consulting engineers Mr. Dustin Baker � ' . October 24,2011 Gulf Coast supply&Manufacturing, LL.C. 4020 S.W. 440 St, Horseshoe Beach, Florida 32648 Gear Dustin, The purpose of this correspondence is to-addressi requested supplemental detail change for product approval FL11661 and associated gable° edge -flashing. In our best, engineering ' Judgment the attached detail showinq ED-3 style eavb flashing at rake edge with maximum panel overhang of 2" and #0 tek screws from panel to roof edge complies with said product approval design wind pressures and a.asoclated Florida building code requirements. We trust this corresponden ads:quateiy addresses the requested detail change. If you have any questions in reg�{ltbl 115jidollo pondence, please feel free to contact me directly. �,���� I$.SCHON,to, Since ely, ti ,. ,�CEI�t `•«.xx No.63'131 r s'tATE OF r` David Schona e Jr, .i i 1 t t i tlt� Encl:--,Eave flas ing detail. . i ' I 1 i j• 1 11-136 L01 _ 1095 E.Nondon Blvd.•Brandon.,Rondo 33511 (813)655-2884 Fox(8131655-2886•wmy.oyanfiforn^ozom e. o p • 9-15 X 1'/z" WOOD SCREW W/WASHER (IZ' O. C.) MAXIMUM OVERHANG 2" PREFINISHED TUFF-RIW PANEL 1. Oi l-rVI CL-CAi I AN ~•• :!t ✓V i i it Vt._!1i-l-1 PLYWOOD, OSB rrf t f fr/ ED-3 STYLE OR 1X4PURLINS �' � i �,r;j�' i SAVE FLASHING �,- -. -i-•i ._ice � i ED-1 STYLE ►1 1 l; .1 f, - EAVE FLASHING aIt 1 l%l ( ernal ve to GD 3) It WOOD TRIM (BY OTHERS) GULF COAST SUPPLY & MFG., IN( 4020'SW 449 STR ET HORSESHOE BEACH, =L 32648 888-39.3-0335 0 G u i f C SUPPLY & MANUFACTURING GULFRI15 • GUAGE GULFRIBTMOVER • •D FLORIDA PRODUCT APPROVAL NO. 11651,26 R3 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 29 Ga. Gulf ibTm Roof-Panel over 15132" Plywood Florida Product Approval #11651.26 R3 .� - Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ i Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ``' ��1E� S ,�.�' OP:�\G E/V"' Engineer Evaluator: ,9 _ • Dan Kuhn, P.E. #75519 *: No. 7551 _ Florida Evaluation ANE ID: 10743 :�0•• STATE OF .'Q Validator: ';F`s• o R I o P,•'�w.� Locke Bowden, P.E. #49704 �'�.S'ONAI._EN�?;``% 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.26 R3•OCTOBER 5,2017 ZEMO= v' { GuIfCoj, �'s6 " ti 97 Y■ LY SUPPLY & MANUFACTURING TM GULFRIts ' GUAGE GULFRIBTM PANEL OVER • • 1 l � FLORIDA PRODUCT APPROVAL Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 29 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/3z" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0142" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. j Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, 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 Building Code 2017. Design Uplift Pressures: Table "A" a urrl,,otal Uplif D �grx ressuL] K1.7;5ppsf MS146'.0 p Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" arII' mg�yax, a er� ern .pcln igg 2r4„ xC. x Design Pressure includes a Safety Factor=2.0. i FL#11651.26 R3•OCTOBER 5,2017 • a a KUHN I ENGINEERING, G u I f C SUPPLY & MANUFACTURING GULFRIB c3.. FLORIDA PRODUCT APPROVAL NO. 11651.2 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for.Uplift Resistance of Roof Assemblies • UL 1897-12- Uplift Test for Roof Covering Systems. i FM 4471-1992, Section 4.4 Foot Traffic Resistance Test Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST 5328) Report No. 1 17-0033T-05 & 117-0331T-08D, Dated 05/05/05 &07/09/08 2. FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0238T-09E, Dated 07/21/2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. 3. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, 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. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. FL#11651.26 R3•OCT08ER 5,2017 121 • Y Man,, Gulft.U-W". ' � o ® � ' a • ,se , V9 1� SUPPLY & MANUFACTURING TM GULFRIB FLORIDA PRODUCT APPROVAL NO. 11651.26 R3 6 of TIl1 Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. i i I FL#11651.26 R3•OCTOBER 5,2017 D m y A , y 0 aY � ENGINEERING,KUHN y 0\\\\ `, a h nF m•µ i ' a G u I C SUPPLY & MANUFACTURING W112h TM GULFRUD 1P" FLORIDA PRODUCT APPROVAL NO. 11651.26 R3 ENGINEER LOAD TABLE: 29 Ga. GulfRibTM Panel over 15/32" Plywood ..ry,;..1 _e<4' .'>y.;-- :A'.= ;. 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"•v iJ 4'C:..; ,:',l• rAt'F~�.�' ,,1'., „B'1[d'ira�sFiav%rr' a;Roof='4ean's,Hei"iair_Z'04=Q; .Ro©f-Sl`o .e'_Z=:, - R' iNirz,• eels 120 ..9.1.�,,,. „-.�9,z� +,. ..� /1;�.� 1;?..4��•�_G�'�Ie,ol„,F��'p,,,00fti;=_> -d'. -• �i' .�,.• _ ,:4='�; ..;,ter:..•''i�.Y�, ,s:#: .-I,'a•i,,:_ �x.;..z' ?'.�- :�.� �-n�_' f [ry 1'86m`k `Ex''oe:C" Rlskate.uo::`[G Enclosed:'=Bu(c�n �1 _ �'� P.�,,_sp,�.._�. 120 130 140 150 160 170 180 WIND FASTENER SUBSTRATE (MIN, MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED Penetration) ( SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 .�_.4 •sr2T't'a-g�.;ss•4 ;.e -:_.,-+:'.t'+.: l� � '�Yi �7'=7•-r- _ /;r +.4 .>i: t`.r: ,.;i, - ,r T,.. •.'fi'i - :•'��:rN-�`- ,i�'�t s. �:�'�.5:'�,�:�, .>,'_=�'-}y.',•^�,.`�r,'...-..;��. �' 'i^!_-:';F�Vk6";";,<�.,".. 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TA L X c ;RANE[?FASTENER;T9r1 )C1;5 HW.FfitIV[T[i 1nf , OR,.A n"5� t%WASEtER° P[�O.�EQ^N �.;�^ a; ;G.iJe::3LpL.; e ,;�,�::��s'> 3)N AIM FWALLOWA154E P NELL UPI 7F 1?RESSURE-'�7 ��761 PSF1@ ;Q C FA""$ENER PA�G[N'G°T`Y P�[EAS GEI = PST TERN i4 .PSF•`..®)`Z'0., _'F TENER SP l' 2 F'�1Sf N RP N B` S D ON+TAS 1 r{ =E 58©NL 1'8971 ESTING r :t 'sazx3, y _ _ 4. �� Fs_rtt" w.a ar _3 '� .,. 4a .L'•l!WOOD;DECM l 4 N��?�M THI` 'PLYUV(7O' MU R BE ESI,=k�FD N` * � T p� �; ::_ ., 5,. . D [ ACG,O ANEE t' { OR[E?A'B ?...r.::�,nY f-^>`#.'., %3e7;t� R; 5• _ -aR? Aniss'-<a>',. �v.'as:"`, ;.''^'j+,;.i�...:. StOPE�xON�,R'Q0F 5 0P ;, ,. �" ,t + S E ;: EhAN. 3 Zn E/LP.SEALAN Tr, U S D iIV'�°}SANE SiDE'•�FS �4:, L 9tai�..-srT,.�,a',t:r'yh`,..;"v��: qG)LOAD W-�,CNP PR�SSUR �ryGALGULA�1'ED-'PE,R��'PtS�_ 7`it�3 + D 1'`�fJ,85),MULT[;PL[ED=B 0:5.PEEt:FLQRID BUILG?[NC>,�- tF:Nrt$f�. i,'�,.` "ti,t��;'. vte:{�' �}�i'� -;,t�` '.�' •r'r'`�y'x'��,� ."��.��\��i r. .3 „r'r:- .r,`, ��'),. �'?3"'.�`' ,';�i .�q�' �g'�s,,.'K :A?il ,d -�im,a •,�,'• le•-x�i.'.'�T�: �"y�"fiY{�.h r - �.?,:,f>y ` =,•N� <, '�Eiyi°!:' ! "'i��� eA1';'•._)" �.',$.. , •2.-..2»r.5°�:�i.'.-� .$f...=?Y.:=r'�"w'> «»�-�:. ,� '�14.� iF_ " >V�1 -,�.�'a Y'^Xc..�.'J� n�.l°..�Ss 5�`r4.1:.°'a.�w.�S.-iv n•.^l'�=iia .`?'._.. /;�ZONE2 HIP ROOF ZONES— a Note:Dimension(a)is defined as 10%of the minimum width of the building or f _._,la 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ----------------�° — less than either4%ofthe minimum width ofthe building or 3 feet. \ ^\ :-RIDGE // // TYPE 1 FASTENER PATTERN {-- —}— ---:' -----'/ // I 9' 9, 9n l 91, At Panel Lap ZONE 1 _ , L Cont.Tape Seal for use on Slopes less than 3:12 (1)#9-15 x 1-1/21 w/Sealer Washer@ 2,V O.C. ------------------- -EAVE ZONE 2 TYPE 2 FASTENER PATTERN GABLE ROOF a' --- i_ra �6.5"—(2.5" 6.5" 2.5" 6.5"—{2.5"{-6.5" 2.5" I ` -RIDGE Cont.Tape Seal for use on Slopes less than 3:12 \, (1)#9-15 x 1-1/T w/Sealer Washer @ 12'O.C. i -------1---�------._----_ —� ----------------------= --fa\, I �. ZONE 1 7 7------------------- —ZONE3 EAVE FL#11651.26 R3•OCTOBER 5,2017 lY - 0 14t lull City of Zephyrhills BUILDING PLAN REVIEW COMMENTS f Contractor/Homeowner: Date Received: Site: Permit Type: - Approved w/no comments:❑ Approved w/the below comments` Denied w/the below comments: ❑ I i i This comment sheet shall be kept with the permit and/or plans. RJ fit Malvin-Si —Plans Examiner NtS Contractor and/or:Homeowner (Required when comments are present)