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Home My WebLink About17-18897 CITY OF ZEPHYRHILLS , ,� 5335-8TH STREET � (813)780-0020 �8897 Bl�ILDING PERMIT , �� PERMIT IIdFORMATION - LOCATION INFORMATION Permit Number: 18897 Address: 7212 LANDOVER DR � Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Sec#ion: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0570 Improv. Cost: 6,825.00 OWNER INFORMATION Date Issued: 10/10/2017 Name: WAITS JIMMY &THELMA Total Fees: 105.00 Address: 7212 LANDOVER DR Amount Paid: 105.00 ZEPHYRHILLS, FL 33540 Date Paid: 10/10/2017 Phone: 813-973-6541 ' Work Desc: REROOF SHINGLE 21SQ 16SQ MODBITUMAN CONTRACTOR S APPLICATION FEES RYMAN ROOFING INC REROOF RESIDENTIAL 105.00 � �� Ins ections uired 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 pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � 1 V , i,()U0� '� � CO TRACTOR SI _ ATURE PERMIT OFFI R ' PEI�MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ' 813-780-0020 ; Ci4y of Zephyrhills Perrr�it Application Fax-813-780-0021 ' Building Department Date Received � a� J� Phone Congac4 for Permi4ting �� ga -- (�c�� Owner's P�aene � Y"' 'I� (^ S Owner Phone fVumber l]r�' ��'`�'�� Owner's Address �a r a L�.�d ov�� Z � � Y 11�� Owner Phone Rluenber Fee Simple Titleholder PJame Owner Phone R�umbeP Fee Simpie Titleholder�4c9tlress JOB ADDFZESS �I � n OVQ( r� � ��' 1( I`S � � ��5 l O LOT# S� susoivisio� � j�C�. U�' ��k �S -� PARCEL ID# �5-as-a i -ao50-�- p5�o (OBTAIPIED FROM PROPERTYTAX PlOTICE) WORK PFiOi'OSED B NEW CONSTR e ADD/ALT � SIGN 0 0 DEMOLISH INSTALL REPAIR PROFOSED USE 0 SFR Q COMM 0 OTHER TYPE'OF COIdSTRUCTIORI 0 BLOCK • Q FRAME 0 STEEL Q DESCOdiPTlO�OF WORK �CC� C�t't' �L��I C'O �I S �` I�p cS lDl� ��l � c�5 (.,Y�l. I �I ! �UIL'DIR�G SIZE SQ FOOTAGE� FIEIGHY �BUILDIiVG $ / Q a� 60 VALUATION'OF TOTAL CONSTRUCTIOfV UU QELECTRICAL $ AMP SERVICE 0 PROGRESS EIVERGY Q W.R.E.C. OPLUMBING $ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION :,� �� OGQS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZOIVE AREA �YES iV0 BUILDEid COMPMR�Y SIG�VA�PURE REGISTERED Y/ N FEE CURRE� Y/N R+ddress License# ELECTRICIAPI COMP�RRIY SIGf�P�TU1dE REGISTERED Y/ N FEE CURRE� Y/N Address License# y PLUijfIl B ER. COiUV PAP1Y SIGRIATUPaE -REGISTERED Y�/ N- FEE CURRE� Y/N Address License# MECHANICAL � CONiP,�PlY SIGf�ATUf3E REGISTERED Y/ N FEE CURRE� Y/N Adilre"ss- � License# OTHER' � �� ( O �(�-� �C- SIGRIATURE.� RE ISTERED / N FEE CU E� /N ,4ddress �p� S� .5 l � ( �'I� ��S �� License# cc [�a s 5r�� RESIDEPfT1,4L �, Attach-(2):plot Flans:`(2)-sets•of'Building Plans;�(1)set of�Energy Forms;R-0-W Permit,for new.construction, ,_ Minimum.;ten,(;10)working days aftersubmittal�iiate. 'Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary;F.acilities.&�.-1,�dumpste,r,Site�W.or;k�Rermit for.sulidi"visions/large projects. COflflflflERC1,4L Attach'(2)=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 after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit foF all new projects.All commercial requirements must meet compliance SIG�PERiVIIT Atta6li(2)sets of�Engineered Flans.� *"**PROPERTY SURVEY required for.all.NEW construction. Directions: - - Fill out application completely. Owner&Contractor sign.back of application,notarized . If over$2500,a Rlotice of Commencement is required. (A!C'upgrades ov�r$7500) ," Agent(for 4h�e cont�actor)�or Power of Attorney(for'the owner)would 6e someone with notarized letter from owner authorizing same OVER THE COUNTEI2,PERfVii;P.T,I�IG.: ...__,.,(copy,of contract required) :°, ••"��- --•� �-•--•�= . ... _-_..,:. . .. Reroofs�if shingles,� "-Sewers , Service Upgrades A/C Fences(Plot/Survey/Footage) ` :�•i i', •: . ., � � � � � ,� ` `•, '' ,i ;F , � - i Drivevuays-Not over Counter�if on',public roadways..needs ROW ; � � • _ •'�' . .,.. . . .�., .. 5.,..s-.- �. :Sr,.�., - .' ' . '!i _....:. .. ....:.._. , _ .. . „ti..: 1-� � ,,. .. , �S� � ..,___ �....�-�sr�,�.��::_�:��:-..:�:��.�.�_�4,}�<�;. r , R�OTiCIE C9F DEIED RE�TV4BC'�'IQNS: The undersigned understands.that this,permit may be subject to°deed"restriction's`',,;.;.';. which..may�:be;moce:restrictive�than Cownty tegulations. �1'he�undersign'ed`<assum`e's��respoiisiliality`�forticorri'pliance�inritii��ariy` " app(icabte deed res#rictions. . , . . ,� . U�ll.lCE�15�D-�ONTl2ACTC?RS AidD �Of�TRAC�'�62 9�ESAQNSIBILiTi�S: if�tfie ovvner has hired��a��contractor�or con#ractors to undertake�work, they may be r:equired,ta be:licensed in accordance with state and iocat regulations:-. If:the==� � contraator is.not licensed-as required tiy'`lav+r, both�the owner and:contract6r�rriay-6e-cifed-�€or-:a rnisdemeanor viaiation under state law. If the owner or intended contcac#or are uncertain as ta what licensing requireaiaentse�may�aappEy for.;.ttie:� '.�..,y..f..::.� intended wor.k,.they..are.advised to contact`tFie'Pasco County Building Inspection�DiVision--Licensing Sectian at 727-847- 8009. Furthermore; if the owner has fiired-�a contractor or cantractors, he is advised ta �have the contractor(s). sign:. , portions of the "contractor Block" of this application far vuhich they will be responsibie. If you, as�`tFie'oviine,'r"'sigri as`"th'e contraator, #hat may !ie an indication that he is not properly licensed and is nof entitied�to permit#ing priviteges in Pasco County. � � TEt�IdSPORT1�TtO0V Ii�dP�ACTLUTILITIES 114�PACT AiND RESOIDRCE R�COVERV FEES: The undersigned understands that Transportatian impact Fees and Recourse Recavery Fees may:;apply to the construction of.new buildings, cHange$of��' ' use in existing baildings, or expansian of:existing�buildings, as specified in Pasco Caunty Ordinance number 89-07 and 90-07, as amended. The undersigned-also understands, thaf such.fees, as�may.bs.due, will i5e�identified at�the�fiiiie�afi"� '` permitting. It is further unclerstood thak Transportation lmpact Fees and Resaurce':Recovery Fees must be paid prior to receiving a "certificate af occupancy" or final power release. If the praject does not involve a certifcate of occupancy.or.�� final power release, the fees.must be-paid prior to permit issuance. Furthermore, if Pasco County WaterlSewec Impae# fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ardinances. �0�1STRUCTIOR9 �:IEi� �f��f(Chap�er 7�03,-�lo,e�ic4a S#at�age�, �� am�nd�cd): If valuation of wark is$2,500.00 or more,.,l�; certify that 1, #he applicant, have been provided with a copy of the "Flarida Construe#ian Lien Law—Homea�rner's Profiectian Guide" prepared by the Florida Department of Agriculture and Consumer.Affairs. If the app(icant:is someone other than the"owner", I;certify that I haVe obtained a copy of the above describsd`document and promise-in good faith to deliver.it to the.`°owner" priar ta commencement. CUi�TRACTt3R'S/�'6�i��'�AFFtD�►NI'�`: I.certify:.that all.the informa#ion in this application is accurate and that alf work will be dane in compliance vvith a!1 applicable�iaws reguta#ing construction, zoning and-land develapment. Applicatian is hereby made to obtain a permit,to do ,work-and insfallation as 3ndicated. 1 certify that na wark or insta(iation has commenced prior to issuance of a {aermit and�that all wark will be performed #o meet standarcis of a11 laavs regulating construction, County and City cades, zoning regulations, and land development regulations in•=the jurisdiction. ! also certify that I understand that the regulations of other government agencies may apply to the intended wark, and that it is my respansibility to identify what actions t musf take to be in campliance. Such,agencies include bu#are not limited.to: - Department of Ertviranmental Protection-Cypress Bayiieacis,'UVetland Areas and Environmentally Sensitive Lands,WaterMfaste�nrater Treatment. - Southvuest Florida Water Management Distric#-We{!s, Cypress 8ayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watenrvays. - Department of Heaifh & Rehabilitative Services/Environmen#ai .Hea(th Unit Wells, Wastewater Treatment, Septic`Tanks. - US Environtnenta!Pratection Rgency-Asbestos abatement. - Federal Aviation Authority-Runways. � I understand that the follovving restrictions apply ta the use of filL• - Use af filt is not aliowed in Flood Zone"V"unless expressly permitted. - if the fifl material is to be used in Flood Zone "A"', it is understaod that a drainage ptan addressing a "compertsating volume" wiil be submitted at time of permitting which is prepared by a professional engirieer licensed.by#he State of Florida. - If the fill material is to be used in Flood Zone °A" in connection with a permitted buifding using s#em vuall construction, I cer#ify that fill will be used only to fill the area within the stem wall. - if fiii materiai is ta be used in any area, 1 certify that use of such�fill will not adversely affect adjacent properties. If use af fill is found to adverseiy affect:adjacent properties, the ovuner may be cited for vialating the canditians of the�building permit issued under-the attached permit application, for lats less than one (1} acre which are elevated by fill,an engineered drainage plan is requited. If I am the AGER�T FCDR TH��1lM��R, I promise in goad faith to inform.the owner of the permitting conditions set forth in this affidavit prior#o commencing construction. I understand that a separate permit may be required for electrica! wark, � plumbing, signs, weils, poots, air condi#ioning, gas, or other�installations not specifically included in the application. A permit issued'shaN°be construed ta be a (icense to proceed with the vvark and not as authori#y to violate, cancel, aiter, or set aside any provisions of the technicai cades, nor shaff issuance af a permit prevent the Buifding t�fficial from thereafter requiring a correction of errors in plans,�construction ar violations of any cades. Every perrnit issued shalS become invalid _ -__�_._ _ - - ----unless-the-�vork�autharized�by�saoh-permit-is commenced-iniitnin six"mantris of Jpermit issuance, or if work�authorized by the permit is suspended or abandaned for a period.of six(6)mon#hs,after the time the work is'commenced. An extension may be requested, in writing, from the Building �fficial fior a period not to exceed�ninety(90) days and witl demonstrate jus#ifiable cause for the extension. If work ceases for ninety(90}cansecutive days,the job is considered abandoned. lM�+�26�1MG 70 Ol�MER; `�OUat FAILURIE TO RECORD A N4.1TlCE OF COMlVIENC4�iVlEMT MAY RESUL.T Si� VOUR �AVIV�G YNilICE FO➢Z It�i�ROVEflAENT$Y.,C�YOUR:G�RQ�RERTY. IF YOU•�.If�TEIdD��TO O�TAIM�FIRlAfdCltdG,COi�SUI.T �1�'H Yi�Ui2"LI�FIDEl2 UR A ATTCIRNEY B�FOi2�RECOR�ItdG Y UR Nt3TICE O ' OM �CEIIiiENT. FLORtDA JURAT{F.8 11T. 3) � OWi�EF2 OR AGEPlT CQSVTRACTOR i u cri et�,and switsa.t or rm e re me tht_s/ Sta scr� e and s orn o d efore m�e th�' �� ( by 'e.Y � ( W C)C)(�1 a7 !� b � Q �-'C.Y`.CA Who isJ re personaily known ta me or has have produced W o is are persona own ta me or has ave produced "" as identiflcation. "--"'^' as identiticaUon. o lic Notary Pubtic Com 'ssion No. Commission No. Name of Natary typ , �;r s amq��,(.� B. R4ame of Notary typed,printed or sta `� ""°•.n; •- ,��`��*�4�`�: Cammission N FF 905017 �� z C6mmission N FF 905017 *- My�omm�ssion Expises 5; o.: MY Comn�+ssian Expires '' = y;'' r��u��O JUIy 30, 2q19 �''.;'j.a,+�o�;�� auly 30� 201q ��enn++ ��m ma� i � � o O �r\3� . I:I:OIIIUfl :wy-�. '��'�..__�_ .a� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS f � Contractor/Homeowner: I Date Received: �� z 1�� I' Site: 7 Zl Z ��.�-- � Permit Type: � r` • /y�Q,� Approved w/no comments;�C�J/ Approved w/the below comments: ❑ Denied w/the below comments: ❑ / This comment sheet shall be kept with the permit and/or plans. �"._.S� �� Kalvi- � wi er Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 35-25-21-0050-00000-0570�Pasco County Property Appraiser http://search.pascopa.com/parcel.aspx?sec=35&twn=25&rng=21&sb... Data Current as Of: Weekly Archive - Saturday, September 23, 2017 � Parcel ID 35-25-21-0050-00000-0570 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value WAITS JIMMY R &THELMA F Ag Land $� 7212 LANDOVER DR Land $15,038 ZEPHYRHILLS FL 33540-1016 Building $63,752 Phxsical Address - See All 2 Extra Features $1,722 addresses �F�rst st,own) 7212 LANDOVER DR ZEPHYRHILLS FL 33540-1016 7ust Value $80,512 Assessed (Save Our Homes) $59,997 Legal Description (First 4 �ines) Homestead 196.031 - $25,000 See Plat for this Non-School Additional Homestead Exemption - $9,997 Subdivision ALPHA VILLAGE ESTATES PHASE 1 Non-School Yaxable Value $25,000 PB 19 PG 69 School District Taxable Value $34,997 LOT 57 Warning: A significant taxable value increase may occur when OR 3334 PG 189 & sold. ]urisdiction Click here for details and info. regarding the posting of City of Zephyrhills exemptions. Land Detail Card: 001 of 001 Line ;Use � �Description �Zoning �Units �,�Type _ _ ;Price_ ;Condition_;Value_ _ -- i,___i 0100 �-_--SFR _j_ _ OOR2 -t- 7,600.00_I , SF-,-- i-- $1i97_-^�---1.00 _- :- $14,972✓ 2 ; 0100 ; SFR j OOR2 j 200.00 ! SF ; $0.33 f 1.00 $66 Adclitional Land Information ---- -i-------________-----r-------- ----------------._..___---- -- - -- --------- -- Acres ; 0.18 �TaxArea� 30ZH � �E�A ' X � ltesidential Code � ALFALPI � � F ; Code i i Buildina Ynformation - llse 01 - Single Family Residential (Card: 001 of 001) Year Built 1982 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Carpet Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.5 Line �Descri tion 'Sq. Feet � `:Repl. Cost New ___ _ _ _ .___.__._.._�____------_..----- -----.-.------.- --------------- ---- 1 BAS '" 832 $63,523 --------__-_--..-----__.._.__. .- ---- ___.__-- -_____..__.._---.----�--- - -- -------- - -- _ .-------------___.. 2 FOA 120 $2,291 -------------------- --- — ---------------------- --- ------ - -,-- - ---- _._------------- 3 ' UST • 120 3,665 _ t $--- ---- �--- ----�...___-------__------ ----------..._..__.._._�.----- --- ---�-----�----�_------------ � ------- ------- 4 FGR 420 $12,827 .____----------5----- -- ---'----- ----FOP__.--- ------_-------- ---20---•-------_. , �382 Extra Features (Card: 001 of 001) ------ --- ------•--------------; ----------------- _---- - - - - -------- ---- ---- -- . ,-.__. Line iDescription _ jYear �Units �Value ---------._._-----------------�_� ---;----------- -__-;__ _------_ - -- -- ------•----------- ----- - 1 , ' DWC ; 1982 !___ 828 _ ;___ .._.__ ._$751.__.__ --------- -_�_----- -�--= --- ___---______.._____----____----------- - ------------ - � ----- 2 CLFENCE ': 1985 � 600 � $270 ------------ -- ` - --- -- ----�-------------------- ;- --------___-- - --- ----- --- --- - 3 ! UDU-M i 1995 ; 1 � _ $402 _ ----____----- _--- --_------------------- - ---_...__._,---------__ - --- - --- --- ---- 4 ; DCFENCE 2008 ; 300 $299 Sales Historv- See All 5 sales Previous Owner: GORE'S DAIRY SUPPLY INC ___-_.---- ----•�-- ---_______ ---------- - -- ------- �-__ ...._..-------•------ ----�-,----------._ ._ .__ _ _--_.__------- Month/Year_ _s�Book/Page __ _ ___ _�Yype _ _ _ iDOR Code ;Condition �Amount 03/2007 7445 / 0582 Warranty Deed � � , Improved ; $50,000 � , --------___---�--------- -- -----'----------�---- --'-------- ---- - --- - --------------- 1 of 2 9/27/2017, 8:54 AM I II��IIII�IIIIII�II�IIIIIIIIIIIIIIIIIIII�IIIIllllllllllllllll ' ' 2017151 4 � • ParcellDNa 35- as -a I -bd so � 0000�- oS�o Permit No. . . ' . I /�` �(I�� MOTiCE OF COMRflEP10EMEMT n�� . . ;, � �� oe � State of ' 7F{E UNDERStGNE9 hereby 9ives no.tice that improvement mnli he made W certain reel prcperiy, artd fn aecordance wifh Cfnpter713,Flarida Statutes, • the fallowing fnfartnatian fs provided In ihis Notice aP Cammencement ��,�J,�l_O�S v' ��—�57� 1, Descriptlon af Prope��ie!�denti catidn No �v^ r ( -�'� `��r I � �� c u/l Street Add(ess: OI O� C.+ �� J-1 l� , 2 General Descdptian ot Impcavement n 0 /`'` ! e, � '�VU � � �LL! w . 3, Ovmer Infa tion or Lessee iniartnatien It�S ee can cted ar•ihe unprovement r 5 Gf3 W ti t19- w U �i r�m l�.t^� �.'��.��na. t�k� ��-� � r . N�, I a �.an o�er �� r �l � F I 3�� fl�� nda��5 �c��t—� c� a Interest in Pcoperty: • � � � � ' Name of Fee Simpla Titleholder. � �� - (If d�ie2rt from Ovmer Asted ahove) _ ��_'�.� i ' Addre'ss (1�� 1 City State � � r�p,;� � k � Cantractar. �""' ' •1` ��/ G �J �� , Name �� l C�,�) � �h( ��5 I 33 Sy �� ,� � . � gf3-��a-(�o�� T S� �►_!—�d � a.aaress y. ��.� �- � Contractat's 7elephone No.: � U-1�.4� Z '� � � �3=Iy=� `� Z � • - ' �"�U u�� O 5. Surety: Name . CRy State Add2ss �" � �'� � � Amour�t of 6ond: $ Telephane No.: � 1— �� Q �� U7 J W J g, Lender. N � � � _ �-- � � r Q �- Name . � _ �ZO S a Cl] .� CRy Sfaie (� k--1— W Address • . � J . ' o Lender's Telephone No.: � �{ � : a �q/� pe�sons within the State of Flodda desl9na�d b tF�,e ow�er upon whom notices ar other documents may he served as provtded hy �� ,o � o...�`'�. SedIari 713.13(1)(a�(n,Ftorida Statutes: ` ' /�- - �� • �� It") �' �v I �y Name � s m�. 1 ; . � 'e O � x �1 , . °' ti '`� ' e� � w State � .. � �y, � c�i'~� Address ��Y , � a � �„''� � � � � � � Telephone Numherof Degignated Person: �'�? �id � E � � .� �, . . �— �, �� . �. a�3, In addiSan to himselP,the ovmer deslgnates ' � , q ..� to recelte a capy of ihe Lienars N.otice as provided m Sectian 713.13(1)(b),Flanda Statutes. �� a� Telephane Numher of Persen or Entity Designated by Ownec . �� " � � ��/� e e iratian date may not be before tha ca af cap, ction and final payment to th'e �,� � w � i w��/)g• . ExpGatlan date af Nolice of Cammen�ine�nt(ih xP �j�n •(� a��8 �?A cantractor,but vnll 6e one year fram 1he date af recordmg unless a dh'tetent dete ts speclfie�• �1�� u r o N m y�/ARMNG TO OWNER: ANY PAYMENTS MADE 8Y THE OWNER AFfER THE EXPlRA710N OF 7HE NOTICE OF COMMENCEMEM Q N� ARE CONSI�ERED IMPROPER PAYMEN'fS'UNDF�i CHAP'i'ER 713, PART 1, SECTION 713.13, FLOWDA STAMES, AND CAN ` I RESULT IN YOUR PAYING I�MCE FOR IMPROVEMEN75 TO YOUR PROPER3Y. A NOTfCE OF COMMENCEMEM NNST BE J�O RECORDED AND POSTED ON THE.10B S{TE BEFORE THE F1RST INSPEGTION. 1F YOU IMEND TO OBTAIN FINANCING,CONSULT Q� VNfTH YOUR LENDER ORAN ATTORNEY HFFORE COMMENCWG WORK OR RECOR�INO Y011R NOTICE OF COMMENCEMENT. Under penalty of perjucy,l declate that I have read the faregoing n ice oF cammencement an ihat the facts staled therein are Irue to the hest oP my knawledge and heftef. � � G , Y TATE OF FIORIDA �'� / � ;OUNTY OF PASCO g�a W r e o f O w ne r Lessee,ar Ownefs ar Leaee's Autharized ,,,� pfrieer(pirector ner/Manager _ U � si ta�y5 rn�ror,,� m J .�."5 �m� � e fo in In nt was acimowtedged 6efa2 me ihis13 day of�20��,hy�� _�. � 1 7� �r�� g �ume as .(type of authoriiy,e.g.,officer,Wstee,attamey in fact)fo� /'1 a )'�,�/ V�Y .�C•~� �� a(parry �{.ehaff�7f'�rham Instru etrt s execute�. y .. �/ - (jl ��: ��-~i B Rersonally Knawn�Og Praduced IdeM(�1 �C¢y Netary Signature � Y ,Type of Identau.blon Produced �� - Name(Pdnt) r � �. W�C� � r �"�� ANGELA HAYWOOD I� � ��„Y�PU� ' ��N • �o'`"� °��: Notary Pu61fc-Stata of Florida � .y .� « ;.= Commisslon�FF 912551 y,;m N ;;sy o;; My Comm.Expires Aup 24,2019 a�� '��,°;,��'�� BondedtMwBh Na�n�NotarY Assn. �oa � �� ^Y �i �l�+A _ ERIlAIV . " � a Y/a7/�i• :. �RES ` , � R�A s s�� V��1'�'tl 1�° " 5%fee�forcreditcardprocessing. p s'c'�+5' r�,��,� ;�,. �� A Division of Ryman Constructrori,fi� l_ �."='�` Florida.33541 Proposal#. � �� (� 36413 SR 54•�epf�yrhilis, . ,r '��' ,`��-.. �� Phone(813)782-6Q94• Fax(813}788-G773 NO. ,s��.-�.� 0021QO .� �f c� �� 1-855-Go-Ryman(1-855-467-9626) • �ic.#�CC 1325505 Estimate# . �./� www.RymanRoofing.com , Q� Serving ali a� CentraF Florida �°�# - OwneriPurchaser.�it'1'1 WSlt� Qate: 9/$/�7 ; , ; Claim#: InsuranceCampany: Policy# �I �o�Address: 7212 Landover Dr �;�y. Zephyrhilis z;�. .33540 � � Mail to Address: E-Mail Address: Name#: 813-973-6541 ��E��#: Business#: ✓�Complete tear off of exisking $hll1gl@S Additional NoteslSpeciai Concems: ��CIUd@S Instail new GAF Timberline limited lifetime dimensionai o Secure all loose roof decking as needed according shingles � to Fiorida Building Codes ✓�Roofdried inwith SYnth�flC Cobra iil ridge venfi on upper ridge One sheet of plywaa.d �J Instaii new valley metal wifh ga(vanized metal 0 tnstatl new�� "drip edge calar: . Remove and.re�install satellite dish 0 Insfall new lead boots Q tnstall a!!new general roof vents . d ✓� ins#all new �Sfiingie QMetai QTile Permi#and scheduling.of inspections �Modified Butimen ❑TPO � Manufacturer isn;n�te, metai or Ute}�F Tlf'11�P_�'ItRQ_ � Manufacturer �o or Mod.Bitumen) �AF�Libertv J� Color:(Shingle,Meta{orT`sle} �+'leathered Woad Colar.(TPOorMOD.Bitumen) � A11 roaf celated debris removed from jab si�e,pick up laose � nails using commercial grade magnet � C � � Ail materiais,labor and permits furnished 1�� d'/ ase Price*$ �,��`�.OQ � � Prowde a � FIVe labor warranty `�J �� ,�`�� - " �(�` rl � AddE6onai ltems: ; � 1-3" boot � i 2-2" boots - .. ' 1-75n vent I � ' ( � y � 4072 � � g ❑ Pa ment Method: Check# Cash Financin tnsurance Claim ❑ Credit Card# Exp.Date CC ID# Down Payment:$ 2+30�.�� Amount Financed:$ Approx.Monthty Payment:$ ( PaymentTerms balance due upon completion Ex#ras: * se Price does NOT include any unfareseen costs as described bel�w unless indicated in"Additional ttems"above. c� errn�a �� ' beficient 1/2"plywood replaced at a cost of$6�J per sheet in the roof field,which includes labor&materials.All other waod work/ad- E tonal labor,sttch as,but not li�rtited#o,valley rebuilding,raftec repiacement,1x tlecking,etc.will be a rate of$5 per IineaE faot plus the cost of materials. THlS BECOMES A BINDlNG C4NTRACT UPON ACCEPTANCE OF PROPOSAl.PURGHASER ACKNOWLE�ICES RECEIPT OF A COPY OF THlS CONTRACT. f ACCEPT THtS PR OSAL AND HE BY ERT�AT t tiAVE READ AND FULLY UNDERSTAND THE PROVIStONS-OF TH(S CONTRACT. �urchaser. oate: 9l13/17 Purchaser. Estirnator:Ed 7/3/2017 Florida Building Code Online ' .(i�_ p �, O D � O A . a � e d � . ��'`��f�� BCIS Home I Log In � User Registration ,I Hot Topics I Submft Surcharge I Statr&Facts � Publications � FBC Staff I BCIS Site Map � Links I Search � Florida � • o °�: Product Approval - � � USER:Public User � d �ty�K u1�,�zat 8�F�itum Product Approval Menu>Product or Aoolicatfon Search>Aoolicatlon List>Application Detail ) 0 0- FL# FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved comrrients �LL WORK 5W Archived �' CODES�L��I A�Ul�l�j��v�"�� Product Manufacturer GAF ��`��«�+A��e Address/Phone/Email 1 Campus Drive�R��A��C�� p�� Parisppany, NJ 0705 ��Y (800)766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley(current) ��VI��'y�l�7"� %d_ � Cj� �C �-.. Address/Phone/Email 1 Campus Drive (��` �y Parsippany, NJ 07054 �DL ��r'��F� (973)872-4421 ��'��y,�'Ar�� bmcsorley@gaf.com �� ►d C Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida , Professional Engineer !� Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality-Assur-ance-Enti-ty UL_LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich,PE DD Validation Checklist-Hardcopy Received Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen.odf , Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pdpr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy36pT6YGGOoRawtpb5sSbzrBQ%3d%3d 1/2 7/3/2017 Florida Building Cod2 Online � ' �Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/26/2016 Date Validated 08/26/201� Date Pending FBC Approval 08/30%2016 Date Approved 10/13/2016 Summary of Products FL# Model,Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asohalt Approved for use outside HVHZ:Yes Shinales FL10124-R19.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER,Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asohalt Shinales FL10124-R19.odf Created by Independent Third Party: Yes Back Na� Contad Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida. Privacv Statement::Accessibilitv 5[atement Refund Statement Under Florida law,emaii addresses are public records.If you do not want your e-mail address released in response to a pubiic-records request,do not send electronic mail ta this entity.Instead,contact the o�ce by phone or by tradi[ional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for o�cial communicatlon with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Depahment with an email address which can be made available to the public.To determfne if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: �� ECheck � Credit Card Safe https://www.floridabuilding.org/pdpr app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy36pT6YGGOoRawtpb5sSbzrBQ%3d%3d 2/2 ; EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Auti►orization#9503 ��I�I�I 353 CHRISTIAN STREET,UNIT#13 E�� OXFORD,CT 06478 PHONE:(203)262-9245 � FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R21 1 Campus Drive FL10124-R19 Parsippany,NJ 07054 Date of Issuance:01/03/2008 Revision 21:08/26/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. COMINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: ,?,_i=�,�.,,,,,-- `4QS�:'3ti::�;,�o,,,,; �:v�L.V� 5^` •'�� C'-:\a=5?��Og�s��i � '�'� � y .Y= :�-"�� „n 6r.:'ty' .p, �,.. : �;�: • 'S"•.,_C^-+;�,'��=^': RobertJ.M.Nieminen P.E. J�ryFS•;•••�••r�..a ThefacsimlesealappearingwasauthorizedbyRobertNieminen, � ��l�j��L,it`�k' P.E.an 08/26/201fi.This does not serve as an electranipllysigned FI017CI0REQISt�dt/017N0.59166,FI0�%CIODCAANE1983 • ' document.5igned,sealedhard�opieshavebeentrdnsmittedmffie - PeativctAppmva17+8mInlstraTarandtothe-named-clien CEkTIFICATION OP INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing produds it evaluates. 2. Trinity�ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which tfie evaluation reports are being issued. � 4. Robert Nieminen,P.E. does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically fo r that purpose. < � �'�9NITY I E�D ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing I Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in � accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ I Conditions of Use set forth herein. 2. STANDARDS: Section Proaertv Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2009 • 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6_1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entitv Examination Reference Date GAF(PDM 1915) Letter of Equivalency SeaI-A-Ridge Impact Resistant IR Ol/13/2012 PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25%2005 PRI(TST 5878) Physical Properties GAF-32402-01 12/Ol/2011 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 Ol/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL(TST 1740) ASTM D3161,TA5107 O1NK9226 05/21/2001 UL(TST 1740) ASTM D3161 O1NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740} ASTM D3161,TA5107 02NK12980 04/10/2002 UL(TST 1740� ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10J17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740� ASTM D3161 04NIC30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 U L(TST 1740) ASTM D3462 05 N K27924 02/10/2005 UL TST 1740) STNfD3T6 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 O6CA18074 06/16/2006 � UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/O1/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 �i UL(TST 1740} ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 � UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 I UL(TST 1740) ASTIVI D3161,D7158,D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21 I Certificate of Authorization#9503 FL10124-R19 ,I Revision 21:08/26/2016 Page 2 of 6 - `�RI�lIIY(�RD Entit Examination Reference Date UL(TST 1740J ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462, 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 091VK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 lONK12070 11/04/2010 `UL(TST 1740) ASTM D3161,D7158,D3462 '08CA06100 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740} ASTM D3161,D7158,D3462 11CA47919 12/Q3/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA5S151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12GA38083 02/26/2013 UL,LLC.(TST 9628� ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 OS/02/2013 UL,LLC.(TST 9628� ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL,LLC.(TST 9628} ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 12/28/2015 UL,LLC.(QUA9625) Quality Control Inspection Report,R21,Myerstown,PA 02/23/2016 UL,LLC.(QUA 9625j Quality Control Inspection Report,R21,Tuscaloosa,AL 02/26/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 03/02/2016 UL,LLC.(QUA9625) Quality Control Inspection Report,R21,Shafter,CA 02/18/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 02/24/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN �2/09/2016 UL,LLC.(QUA9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 02/09/2016 UL,LLC.(QUA9625) Quality Control Inspection Report,R21,Baltimore;MD 03/Ol/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 02/29/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 02/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 02/03/2016 UL,LLC:(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shin�les: 4.1.1 Marquis� WeatherMax�, Royal Sovereign° and Sentinel� are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot°, Camelot� II, Fortitude'"", Glenwood'"", Grand Canyon°, Grand Sequoia�, Grand Sequoia� IR, Gand-Sec{uoia°ArrrrorShieldTM',-Monaco°;Sienna°,-Timberline�-American-Harvest°,-Tmberline° ArmorShieldTM' II,Timberline� Natural Shadow�,Timberline HD�,Timberline� Cool Series�,Timberline Ultra HD�and Woodland°are fiberglass reinforced,laminated asphalt roof shingles. 4.1.3 Slateline�is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip&Rid�e Shin�les: 4.2.1 SeaI-A-Ridge� Ridge Cap Shingles, SeaI-A-Ridge° IR Impact-Resistant Ridge Cap Shingles, SeaI-A-Ridge° i ArmorShieldTM'Ridge Cap Shingles and Timbertex°Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21 Certifcote ofAuthorization#9503 FL10124-R19 Revision 21:08/26/2016 Page 3 of 6 _ I�RINOl1(I ERD 4.3 Accessorv Starter Strips: 4.3.1 Pro-Start�Eave/Rake Starter Strip Shingles and WeatherBlocker"" Premium Eave/Rake Starter Strip Shingles � are starter strips for asphalt roof shingles. 4.3.2 QuickStart° Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen starter strip,nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatchTM' Sharter Strip Shingles are color-coordnated starter strips for use with Grand Canyon� and Grand Sequoia� series asphait shingles. StarterMatchT"" are installed as the second starter for Grand Canyon�and Grand Sequoia�series installations. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.Z This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. � 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasa=150 mph(V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip&ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for use in all wind zones up to Vasd=150111ph(V,,,�=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B`or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for , conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building ' Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF current published instructions. - 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Camelot,Camelot II,Grand Canyon,Grand Sequoia,Grand Sequoia lR,Grand Sequoia ArmorShield, and Woodland require minimum five(5)nails per shingle. ➢ Slateline requires minimum six(6)nails per shingle. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21 CertificaYe of Authorization 1�9503 FL10124-R19 Revision 21:08/26/2016 Page 4 of 6 0 "��0�I ERD 63.2 Fasteners shall be in accordance with manufacturer's published requirements,but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.33 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturerfor details. 6.4 Hip&Ridge Shingies: 6.4.1 Installation of SeaI-A-Ridge Ridge Cap Shingles,Sea1=A-Ridge IR Impact-Resistant Ridge Cap Shingles and Seal- A-Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturet's current published instructions with a minimum two(2)nails,minimum 3/8-inch head diameter,per shingle and nominal 0.25-inch diameter beads of Henkel"Loctite PL S30 Roof&Flashing Sealant". 11.5" Sealant 1^ (292mm) 1" Sellante (25 mm) (25 mm) Enduit d'etancheite __ _ — y;k;,'��rvG'r'� _ — :-/ — _ ',s—,_'"..__ �r,j _ _ _ yy _= =_ _ > _"_ _`�^`. `''V��''�s� ' - '"+�� :'."�:s:.?''_ - _ ,,:,,� _ = - -„r5t� , �`�.- -- --------�;Ati� 12° 1 J�y� (305 mm) Nail Clavo 6 5/S°-7 5/8° Clouer (168-194 mm) 12" (305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturers current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. je�a -�'��18151 1• ('��rnm3 1'` ��n�lali�e y�t�n�, �[°�_mn'i;� ��rtd��':eFar��+�a -<_Yl. - -_ -"- �K=�t ='- ' ��r !-`:_ .__�).� �� =v�;�' _ ��y��:j` ' _ ^�,+%. __ _ �`•( � �l�q:s' :" — �'?._l�_ _ —� 4�'. I �=r:, _..�_._�_:�.`;� 1 4�a[� �L��`et7 9�� r ��r:rn;l � i�r�tr�;+ 1.� � - ��7� t��3] _ 6.4.3 Fasteners shall 6e in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design,LLC. Evaluation Report 01506,01,08-R21 , [ertificate ojAuthorizotion#9503 FL10124-R19 Revision 21:O8/26/2016 . Page 5 of 6 ��I��l�I ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herei n. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITYASSURANCEENTITY: ULLLC—QUA9625;(847)664-3281 - END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21 II Certifcate of Authorization#9503 FL10124-R19 Revision 21:08/26/2016 Page 6 of 6 1/31/2017 Florida Building Code Online = = � , o e ° 0 0 . • � ' � . 0 ,__ � --_-- ..._ -�- -� - - ---,�- --- -- kf '��'"-t�.�-+''�^`.�-`1�'�l BCIS Home I Log In � User-Registratlon I Hot Topi�s � Submft Surcharge � Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida - , o °.°� Product Approval _ � � � USER: Public User , .�.-� °uP.�r-�.�ic`�a�!,m Product Aooroval Menu>Product or Aoolfcatlon Search>Aooliwtion List>Application Detail o ^a.- FL# FL5680-R16 Application Type Revision Cade Version 2014 Application Status Approved Comments Archived �1 Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com �L V1/pRK�H �I�pDO��RIDq g��1�G ��'�°��! Authorized Signature Robert Nieminen R�h lindareith@trinityer��P ��RF�'�^�G ��'�, L��S (, A�(14�(�0��' ��R►L['��6' Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive (973) 872Y44Z1 7054 p'�'��JI�� t/ bmcsorley@gaf.com �(� ��/� s��Q��ANy�� Quality Assurance Representative � rt� �� Address/Phone/Email ��iV�'� �� Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert].M. Nieminen the Evaluation Report Florida License PE-59166 uali Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/02/2017 Validated By John W. Knezevich, PE �:J Validation Checklist- Hardcopy Received Certificate of Independence FL5680 R16 COI 2015 O1 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6Z22 2008 FM 4470 1992 FM 4474 2004 TAS 114 2011 Equivalence of Product Standards https:!/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqt45H1a2AP31yZIwDnCBwq7d4MCJYG6zPUu3wjACALo1A%3d%3d 1/2 1/31/2017 Florida Building.Code Online . • Certified By • Sections from the Code Product Approval Method Method'1_Option D Date Submitted 04/13/2016 Date Validated 04/18/2016 Date Pending FBC Approval 04/19/2016 Date Approved 06/08/2016 Date Revised 12/14/2016 Summa of Products FL# Model,Number or Name Description 5680.1 GAF Modified Bitumen Roof Systems SBS and APP Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL5680 R16 II 2016 04 FINAL A1 ER GAF MB FL5680- Approved for use outside HVHZ:Yes R16.odf Impact Resistant: N/A Verified 8y: Robert Nieminen PE-59166 Design Pressure: +N/A/-465 Created by Independent Third Party: Yes Other: 1.)The DP noted herein pertains to one specific Evaluation Reports system. Refer to the ER Appendix for all systems and max. FL5680 R16 AE 2016 04 FINAL ER GAF MB FL5680- design pressures. 2.) Refer to ER Section 5 for Limits of Use. R16.odf Created by Independent Third Party: Yes Back Plext Contact Us: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florlda Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacv Statement::Accessibtlitv Statement:: Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released fn response[o a public-records request,do not send electronic mail to this entity.Instead,cantact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S,must provide the Department wtth an email address ff they have one.The emails provided may be used for official communication with the licensee.However ematl addresses are pubifc record.If you do not wish to supply a personal address,please provide the Department with an email address which can he made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: � � cChctk � Ccedit Cartl Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqt45H1a2AP31yZIwDnCBwq7d4MCJYG6zPUu3wjACALo1A%3d%3d 2/2 , II ( . . � ��.d�B��ERD � I .t - - - - - . - - - :,��- _ - - P� C� �T'.RE� EIOI `'FORB iUP ESIST �CEi' :::. - - .`A PEND X'S:A1TA HINEN UIR EN7S WIND IFf.'R AN - � - � Q �n;: � . � _,. � m...�;..�.._,,:.;-.,,_....,,,_....._.,._.,r_. _t. _ :Cc'`' - - - - ; �� .�:q,. ., ' - . _ „ .. .n..,..,,,..�..:;�_,.........::......a... .___..... .._�. ....__,.n..,..,.�....,...c,z. ...n: .=:;;r _ 'i;��:C?," _ ,.. ....�._ .. . .._..:..:_f.'�"'"=_""'. _ ..�>....�,:-�......_ ...... ...:.....:... ..... ._..'''e�:..w.:.'..,��' ' ' ;;.',; :., . ..,, .._..:.�..iL�_.. .,�.�...:.r.i...:.:.'i'c_..�.._.:x. -� . _ Table Deck Applicat3on � Type Description '+Page 1A Wood New,Reroof jTear-Off} A-1 Bonded Insulation,Ba�ded Roaf Caver q 1B-1 Wood New,Reroof(Tear-Off) � A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded ftoof Cover 5_g , 18-2 Wood New,Reroof{Tear-4ff},�ecover A-2 Mech.Attached Anchor Sheet,8onded Insulation,Bonded Raaf Cover g-�g 1C Wood New,Reroof(Tear-Off),�tecover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 1Z , 2D Woad New,Reraof(Tear-4ff),(tecover C Mech.Attached lnsulation,Banded Raaf Cover 12 1E Wood New,Reroof(Tear-Off),�iecover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13 1F-1 Wood New,Reroof(Tear-Off} � E Non-Insulated,Mech.AtCached Base Sheet,Bonded Roof Cover 13-14 1F-2 Wood New,Reroof(Tear-Off),�tecover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15 2A-1 Steel or Conc. New,Reroof(TearvOfF),Recover 8-1 Mech,Attached Base tnsulaiion,Bonded Tap tnsulatlon,Bonded Roof Cover 16-22 2A-2 Steel or Conc. New,Reroof(Tear-Off),Recover B-2 Mech.Attached Thermal Barrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 23 � 28-1A Steei or Conc. New,Reroof(Tear-Off),Recover G1 Mech.Attached Insulation,Bonded Roof Gover 2A-32 2B-1B 5teei or Conc. New,Reroof(Tear-Off),Recover C-1A Thermal Barrier with Vapor Barrier,Mech,Attached Insulation,Bonded Roof Cover 33 26-2 Steel or Conc. New,Reroof(Tear-Off),Recover G2 Bonded and Mech.Attached lnsulation,Bonded Roof Cover 33 2C Steel or Conc. New,Reroof(Tear-Offl,�Racover D tnsulated,Mecfi.Attachad Base Sheet,Bonded Roof Cover 3q-37 3A-1 Concrete New,Reroof(Tear-Off) � A-1 Bonded Insulation,Bonded Roof Caver(Base Insulatian Layer Only) 38-40 3A-2 Concrete New,Reroof(TearvOffj � A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulatian Cayers} 41-44 3A-3 Cancrete New,Reroof(Tear-Off) I A-1a Bonded 7emp ftoof,Bonded Insulation,Bonded Roof Cover 50-52 3B Concrete New,Reroaf(Tear-OfE} i F Non-[nsulated,Banded Root Cover 53 � 4A LWIC New,Reroof(Tear-Off) I A-1 Bonded Insulatian,Bonded Roof Cover 54-55 AB �U+IEC New or Eteroof(Tear-Otf} A-2 Mech.Attached Anchor Sheet,8onded lnsuiation,Bonded Roof Cover 56 4C LWIC New,Reroof(Tear-Off) I E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 57-59 4d �WIC New,Reraof{Tear-Off)( F Non-Insulated,Bonded Roof Cover 5g SA CWF New,Reroof(Tear-Off)I A-1 Bonded Insulatian,Bonded Roof Cover 60 SB CWF New,Reroof(Tear-Qff}( A-2 Mech.Attached Anchor Sheet,Sonded insulation,Bonded Raof Cover 61 SC CWF New,Reroof(Tear-Off)I E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 62 6A Gypsum Reroof(Tear-Off) � A-1 Bonded lnsulation,Bonded Roof Cover 63 68 Gypsum Reroof(Tear-Off) � A-2 Mech.Attached Anchor 5fieet,Bonded Insulation,Bonded ftoof Cover 63 6C Gypsum Reroof(Tear-Off} ! C Mech,Attached Insulation,Bonded Roof Cover 64 6D Gypsum fteroof(TearvOff) � E Non-Insulated,Mech.Attached 8ase Sheet,Bonded Roof Cover 64-65 7A-1 Various ftecover I A-1 Bonded Insulation,Bonded Roof Cover(Base Insulatian Layer Only) 66-69 7A-2 Various Recover ( A-1 Bonded Insulatian,Bonded ftoof Cover{Base and Top t�sulation Layers} yp_7b Exterior Research and design,E.LC.dJbja Tri�ity�ERD Evaluation Repart 42506.11.04-ft16 for FL5680-R16 Certificate of Authorization#9503 Revision 16:04/p4/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 76 li G I ' ' i � � �RIfi�B"I"�I E�� - i I 7ABLE 1C:WOOD DECffS-NEW CONSTRUCTION,REROCIF{TeaR-OFF}oR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACNED BASE IIVSULA710N,BONDED TOP INSULATION,BONDED ROOF COVER Deck I Base insulation Layer Top Insulation Layer Roaf Caver MpP System No. � (See Note 1} ry�e Pasteners Attach Type Attach 8ase Ply Cap �P�f) Drill-Tec#12 Fastener with (Optional) W-35. Min.19/32-inch plywood Min.1-inch prill-Tec AccuTrac Flat 1 per 1.78 Min.Q.25-inch SECURqCK 5BS-TA, at max.2�-inch span EnergyGu�ard RN Ptate or AccuTrac ft2 6ypsum-Fiber Roof Board �8500 SBS-SA SBS-TA, apP�.A -52,5 1 Recessed Plate APP TA Dti!!-Tec#12 Fastener with WeatherWatch X7 (Optiona!} Min,19J32-inch plywood Ntin.1-inch Drill-Tec AccuTrac Flat 2 per 1.78 Min.0.25-inch SECUftOCK SBS TA, W~�6' at max.24-inch span EnergyG I ard RN Plate or AccuTrac ft2 Gypsum-Fiber Roof Board �8500 Mat Surfaced Leak SBS-TA, APP TA -52.5 Barrier APP-TA � ftecessed Ptate C TABLE 1D: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tea�-OFF)oR RECOVER SYSTEM TYPE C: MECHAiViCAELY ATTACHED IMSULATION,BONDED ROQF COVER System aezk � 7op Insulation Layer Roof Cover M�p No. (See Note 1) Sase I nsulation Layer Type Fasteners Attach Base Ply Cap �P�� _ �s: .. . , ... -" :. ...........� -. _�: - - ��r - . .;�; � r _. .,,. ... � .,,: . � ,+... . �;. •_- .. „ ,. ..:.�..-�:.. ��'` ' s.t�_ - - t, - ak.�,,:,',i' - - - t. 3 �4.� .j.,; Sf I ..TIO'AIrSY 7 MS:- �.s:'r '-CONVEN N :�, ;,i o- 2t� - '.i� n�.'"i?;''".y.�i .�I�{ '�r .t'� "f.;�� 1% .h' 4^; »M1..,1 t;� 1 5!.� ..C,. �.t'+ .:S' =�4r .., • • ..,:..:.� ... ,. ., Min.0.75�inch,one or more,.. ,: �•.�,�. . ,.:.�.,,,., , �..,.�•., r��...,,v>. _.. ,,, ... � .. .,�.i4ptional}gp_ :.... SSS'AA , a .. W�� Min.19/32-inch plywood at layers,any combination,loose Min.1.5-inch EnergyGuard Camposite or See Note 2 1 per 3 ft2 BP�'SBS AA,SBS-AA, SBS-TA, -R5.0 max.24-inch span �aid ' EnergyGuard RA Composite � SBS-TA,APP-TA RPP-TR � Min,1-inch Structodek High Pensity Min.0.75-inch,one or more (Optional)BP- SBS-AA, �38 Min.19/32-inch piywaad at �aye�s,any combination,loose F�berboard Roof Insulation or min.0.75- g�e Note 2 1 per 2 ft2 BP-�'SBS AA,SBS-AA, SBS-3A, -45.4 max.24-inch span laid i inch EnergyGuard Perlite Raof 3nsulstion '� SSS-TA,APP-TA APP-TA (homogeneous) � SP-AA,SBS- {Optiona!}SP- 585-AA, W�9 Min.19/32anch plywood at {pptional},One or mare(ayers, Min.0.25-inch SECUROCK Gypsum Fiber See Note 2(#S4 1 per 1.78 AA,58S-TA, AA,SB5-AA, SBS-TA, -60.Q max.24-inch span any combination,lopse laid Roof Board only) ftZ ppp_TA SBS-TA,APP-TA APP-TA - _ - - - - . - - - ea•�>;� - :ti— _ a..'� '<.'_,- �; ,Y,ir ST �SL `3: "{� Ti,. =ADHERtNG SY EM t' �r SELF i•; � ��, �i� t`::.� � -t�`.''`� -r.. .��. .i �_.�.,.`.'. � ..,� . .y r,,� _ . �,,,r . ;',.�4,: �r , .,,. �.�..r, � ,,.: � . . �,i , s �� , ., , ., , v�� r. , .,. ��Q. Min.15/32-inch plywood at (Optional)i Qne or more layers, Min.1.5-inch EnergyGuard RA, See Note 2(HD , 1 per 2 ft2 SBS-SA �Optional)SBS- SBS-SA -A5.0 max 24-inch span any comb�nation,laose laid Energy�uard RH,Energy6uard RN Fasteners only) SA � Exterior Research and Design,LLC,dJbja Tnnity�ERD Evaluat'san Report 01506.11A4-R16 farFL5684-R16 Certificate of Authorization#9503 Revision 16:04/q4/2016 ' Prepared by: Robert Nieminen,PE-591&6 Appendix 1,Page 13 of 76 ��INI�I ERD � TABLE 1E: WOOD DECI<S—NEW CONSTRUCTION,REROOF(Tena-OFF)oa RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLYATTACHED BASE SHEET,BONDED ROOF COVER . System Decic Insulationl Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note 1) 7'ype I Attach Base Fasteners Attach Ply Cap (psf) ,... � .-. . : _ ,,.. _ _ , _ - ;,,.. N�� . , . -`N'"--'- . "'.r:. - , , IS,' - ;{,,;.; ' � '•S 5 S: ONAL Y TEM ''CONVENTI - i i�' i;., ; �,� -� - ....,., .,. , - , : . ��. . . _., . . . ...... ....... i:.•� ., , ; .: ,. , ��:. ,.,, . „� .., ��...;, - - , .;. �... �.. .„ , ,�;! ..,: ,.. r , ;�. . ...;�. .. . ...,` , .. •.,..,:�i . ,.a. ._c. �� '' .. . �i �� ! ......- ;..q; . _ - _ ' � GAFGLAS#75 Base Sheet:.,. . . . ,_. . , . �,,,,,.,......�. ..,..._.. . , .:_ ..... . .. ... ..,, ., ...... .,,.,. „��.. , ., .. , , ,Tri-Ply#75 SBS-AA, Min.19/32-inch Min.1-inch,one o 12-inch o.c.at min.2-inch laps and 12- Prelim Base Sheet,#80 Ultima Base Sheet, BP-AA,SBS- SBS-TA, W-41. plywood at max. more layers,any See Note 2 inch o.c.in two,equally spaced,staggered -45.0 attach Stratavent Nailable Venting Base Sheet, center rows AA SBS-CA, 24-inch span combination Ruberoid 20 Smooth APP-TA � GAFGLAS#75 Base Sheet,Tri-Ply#75 SBS-AA, Min.19/32-inch Min.1-inch,one o 12-inch o.c.at min.2-inch laps and 12- Prelim Base Sheet,#80 Ultima Base Sheet, BP-AA,SBS- SBS-TA, W-42. plywood at max, more layers,any See Note 2 inch o.c.in three,equally spaced, -60.0 attach Stretavent Nailable Venting Base Sheet, sta ered center rows � SBS-CA, 24-inch span combination Ruberoid 20 Smooth gg APP-TA � GAFGLAS#75 Base Sheet,Tri-Ply#75 SBS-AA, Min.19/32-inch Min.l-inch,one o 8-inch o.c.at min.2-inch laps and 8-inch Prelim Base Sheet,#SO Ultima Base Sheet, BP-AA,SBS- SBS-TA, W-43. plywood at max. more layers,any attach Stratavent Nailable Venting Base Sheet, See Note 2 o.c.in three,equally spaced,staggered � SBS-CA, '�5.0 24-inch span combination Ruberoid 20 Smooth center rows APP_TA � TABLE 1F-1:WOOD DECKS-NEW CONSTRUCTION oR REROOF(Tene-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALY FASTEDED BASE SHEET,BONDED ROOF COVER System I Base Sheet ' Roof�CoJer MDP Na Deck(See Note 1) i Type Faster Attachment ply � Cap (psf) �.. . ,. _.... .. ,. - - - ... „�..�.., .. ..�,,, ,,,, ,,,,,, _ , , ;.,,:. ,., - - - " - -- ''r"=��' ,h. .,.,. . ._ ., ,. .� . ., ,.... . ,.� , _ ... . ,., .. .,. , ..., _ .-.,. ,,.:,_,- _ .,. . ,�;-�� .., -...>,;,. �,��. _ ... , ,-,.,;.;"" k;1:; ,_ . :. ,,�, ,. . �., : . , , '��-^....'r: :;�-':�': ��. x�"t .1'. �.: t.` E AL$YSTEMS., ';�;ii;;° ":��; •CONV NTION �. t. - �s;;,', d7 i,' iG " .',I,-, ' _ n �.. ,,, ,.:,;�.. .,....� ,,,:.� Min.15/3`2-inch GAFGLAS#75 Base Sheet,Tri-PI #75 Base Sheet, e,�,.... , � ,g.;,.. _., . .,.�,,..-,..-.,-:.,..;�...�,�,. .. ..,�+.;�.... ..... ... .... . .. W-44, plywood at max. Uitima Base Sheet,GAFGLAS`St atavent Nailable V nt ng B seo caps wlth511 gac annulalr o.c.i�tWo at min.4-inch laps and 8-in BP_� SBS-^ Y SBS-AA � ' , ch (Optional) equally spaced,staggered -45.0 24-inch span Sheet,Ruberoid 20 Smooth nng shank nails center rows AA i Min.19/32-inch GAFGLAS#80 Ultima Base Sheet,GAFGLAS Stratavent 32 ga.,1-5/8-inch dia,tin 9-inch o.c,at min.4-inch laps and 9-inch (Optional) W-45. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Smooth, caps with 12 ga.annular o.c.at two,equally spaced,staggered BP-AA,SBS- SBS-AA -45.0 24-inch span Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5 ring shank nails center rows AA Min.19/32-inch GAFGLAS#75 Ba�e Sheet,Tri-Ply#75 Base Sheet,GAFGLAS�f80 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 12-inch SBS-AA, BP-AA,SBS- SBS-TA, W-46. plywood at max. Ultima Base Sheet,GAFGLAS Stratavent Nailable Venting Base caps with 11 ga.annular o.c.in two,equally spaced,staggered � SBS-CA, '45.0 24-inch span Sheet,Ruberoid 20 Smooth ring shank nails center rows I APP-TA Min.15/32-inch GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 32 ga.,1-5/8-inch dia.tin 6-inch o.c.at min.4-inch laps and 6-inch (Optional) W-47. plywood at max. Ultima Base She�t,GAFGLAS Stratavent Nailable Venting Base caps with 11 ga.annular o.c.in two,equally spaced,staggered BP-AA,SBS- SBS-AA -52.5 24-inch span Sheet,Ruberoid�0 Smooth ring shanl<nails center rows AA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R16 for FL5680-R16 Certificate of Authorization#9503 Revision 16:04/04/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 76 `�RI�IA� ERD �. TABLE 1F-1: WOOD pECKS-IVEW CONSTRUCTIOIV oR REROOF(TenR-OFF} � �SYSTEM TYPE E: NON-INSULATED,MECHANICAIY FASTEDED BASE SHEET,BONDED ROdF COVHR � System Base Sheet Roof Caver MpP No. Deck(See Note 1) I 7ype Faster Attachment Ply Cap (psf) Min.19/32-inch GAFGLAS#75 Basle Sheet,Tri-Ply#75 Bese Sheet,GAFGLAS#80 32 ga.,1-5/8-inch dia.tin 9-inch o.c,at min.4-inch laps and 9-inch SBS-AA, � BP-AA SBS- SBS-TA, W-48. plywood at max. Ultima Base Sheet,GAFGLAS Stratavent Nailable Venting Base caps with 11 ga.annular a.c.in two,equally spaced,staggered � ' S�S� -52.5 24-inch span Sheet,Ruberoid�0 Smooth ring shank nails center rows APP-TA Min.19/32-inch GAFGLAS tt80 Ult�ma Base Sheet,GAFGLAS StraYavent 32 ga.,1-5/8-inch dia,tin 9-inch o.c.at min.4-inch laps and 9-Inch {�ptionalj W-49, plywood at max. E(iminator Naitab�e Venting Base Sfieet,Ruberoid 2Q Smooth, caps with 11 ga.annuSar a.c.in two,equaliy spaced,staggered APP TA -6Q.0 24-inch span ftuberoid Mop Smooth,Ruberoid Map Smooth 1.5 ring shank nails center rows APP-TA Min.19J32-inch C,AfGtAS#80 UItlma Base Sheet,6AFGLAS Stratavent 32 ga.,1-Sf8-irrch dia.tin 8-inch a.c.at min.4-inch laps and 8-inch {Optiona!} W-S0, plywood at max. Efiminator Nailab�e Venting Base Sheet,Ruberoid 20 Smooth, caps with 12 ga.annular o.c.at three,equaliy spaced,staggered BP-AA,SBS- SBS-AA -75.0 24-inch span Ruberoid Map Smoath,Ruberoid Mop Smooth 1.5 ring shank nails center rows qq Min.19/32-inch GAFGLAS#80 Uttima Base Sheet,GAFGLAS StraYavent 32 ga.,1-SJ8-inch dia.tin 7-inch o.c.at min,4-inch Iaps and 7-inch �gs-�' BP-AA,SBS- SBS-TA, W-51. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Smooth, caps with 11 ga,annular o.c.in three,equally spaced,staggered -82.5 � 24-inch span Ruberoid Mop S i aoth,Ruberoid Mop Smooth 1.5 ring shank nails center rows � � SBS-CA,� �,:-...,�, ,,,,,;;, ,,,,, ,,,,,,,.� ., .. ,., APP-TA ,.., . ..... ,.,. ..n,,,.;...�,T.., :�--�„�> :, � ,.,.,, .,.t.,.. �,. ,w t........ , ..; ,,,,:.��_.,,�:-;,,y�r�,. r-c;,: ,r,. ....,�,.,::. s: "f: � ,,.y.�, (.:�::;.:.. �,. �.1 •,:,�_ �.jo.:•.,-' .iJ. J �;'j�r-� .��., _ '�A: .'{;y°`>;�; SE D ER G'� YSTE S•� '-4,'� �" t' �= -.i� LF^A H IN S M _ '', , _i` "r.��, % ,`. .� ��;,`: � — :u•�„i.: � i. ,—..�.......... ... .� .,..1 .;:1,..,.,, ..�. .�.,�;, . :.;, . ....�, ,-N_.�.,...,� r. :�....:.,, A.:'.;�. �.,._.�a - �.,r.. ,: : :r _ : ,+r.', ..., �,-^.•'=., .;;..,.,. .,, ., . _ �^'�::... , Min.19j3Z-inch ( 32 ga.,l-SJ8-inch dia.tin � 9-inch o.c.at min.4-inch laps and 9-inch^, �Optional}x SBS-SA, ` r yY. W-52. plywoad at max. Liberty SBS Mechanically AtYached Base Sheet caps with 11 ga.annular a.c.in two,equally spaced,staggered . SBS-TA or -37.5 24-inch span � ring shank nails center rows S85-SA ApP�,A Min.15/32-inch � 32 ga.,1-SJ8-inch dia.tin 8-inch o,c,at min.3-inch laps and 8-inch SBS-SA, W-53. plywood at max. Liberty SB5 Mech�anically Attached Base Sheet caps with 11 ga.annular o.c.in three,equally spaced,staggered �Optional) SBS-TA or -45.0 24-inch span � ring shank nails center rows 5BS-SA �pP-TA Exterior Research and Design,4LC.dJb/a Trinity�ERD Evaluation Repart 01546.11,04-R16 for FL568d-R16 Certificate oF Authorization#9503 Revision 16:04/04/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 15 of 76 I ��I��ERD � ; TABLE 1F-2:WOQD DECKS-NEW CO(3STRllCTtON,REROOF(TEAR-QFF}oR RfCOVER YSTEIilI TYPE E:T�tON-lNSULATED,NIECHANICAIY F1a5TEDE!?BASE 5HEE3,SQ11tDED ttOOF COVER I System 1 Base Sfieet Ftoof Cover y�DP No. Decic(See Note 1) � Type Faster AYtachment Pty Cap {psf) . , :.,. „r., .. ::. - - - - - �,...- .. •: .-:....,.�::., , � ;. - - � ,�,..., . , _ ... � .,..,..�,_:-, �.z...,�:a ;: - ;{'1,.�'�� '��..A; Y:-i <• 0 �S .3's "1".+- IT ':C NVEN ION L Y EMS:' i2:� i A ST �, ..A.i.. - .'.y'-.�. �I.• - }.. _ ...1�. ,l"`:'� _ _ �1,. .� :,��' �V`i� i:_': �:,' . . . ...��-„....,i..,,.....:+"..; ,. ..+'.,.�,:. "...;�.:.:::1.:':•".,�.i ,�� :,�;�;,.,. ;rv. . �p,� �,.. ."^�`;.. ,r� � °„Y�. r...,'.�,..r,.,w�.i.� .?,�.p ,�.x;,;�;,. ,��,. h1 �:?�:: .rt�Yn_.�::;A. Min.19J32-inch C,AF6lAS#75 Base Sheet,Tri-P!y#75'Base Sheet,GAFG4AS#80r � 12-inch o.c.at 2-inch iaps and 12-inch '`' ,rs, `✓ + �, I BP-AA,SBS- SBS-AA,SBS-7A, W-54. piywoad at max. Uitima Base She�t,GAFGLAS Stratavent Nailable Venting Base See Note 2 o.c.in twb,equally spaced,staggered -45.0 24-inch span Sheet,Ruberoid 0 Smooth center rows AA SSS-CA,APP-TA Min.15/32-inch GAFGLAS#75 Bas�e Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 16-lnch o.c.at 4-incfi laps and 16-inch (Optional} � See Note 2(#14 � W-S5. plywood at max. URima Base Shee��t,6AF6LAS Stratavent Nailable Venting Base pNLY) o.c.in two,�equaily spaced,staggered BP-AA,SBS- SSS-AA -525 I 24-inch span Sheet,Ruberaid 20 Smooth center rows AA Min.SSJ32-inch GAFGLAS tf75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 12-inch o.c.aY 4-inch laps and 12-inch (Optional) � W-56, plywoad at max. Ultima Base Sheet,GAFGLAS Stratavent Nailable Venting Base See Note 2{#24 o.c.in twa,equally spaced,staggered BP-AA,SBS- SBS-AA -6p,p i 24-inch span 5heet,Ruberoid 2d 5mooth ONLY} center rows AA Min.19J32-inch GAFGLAS#75 Base Sheet,Tri-PIy#75 8ase Sheet,�AFGLAS#80 12-inch o.c.at 2-inch laps and 12-inch ! I BP-AA,SBS- SBS-AA,SBS-TA, i W-57. plywoad at max. Uitima Base Sheet,6AFGLAS Stratavent Naitabte Venting Base See Note 2 o.c.in three,equally spaced, -6p.0 24-inch span Sheet,Ruberoid 20 Smooth staggered center rows AA SSS-CA,APP-TA MIn.19/32-inch � 9-inch o.c.at 4-inch laps and 9-inch { � � {polyester W-58. I woad at max. �AFGI.AS#80 Ultima 6ase Sheet,Ruberoid 20 Smooth,Ruberoid See Note 2 o.c.in two,e uall s aced,sta ered O #iona! 5BS-TA p v Mop Smooth,Ruberoid Mop Smooth 1.5 Q Y p gg SBS-TA only) -60.0 24-ir�ch span � center rows Min.15J32-inch GAF6IAS#75 Base Sheet,Tri-P1y#75 Base Sheet,�AFGLAS#80 8-inch o.c.at 4-inch laps and 8-inch {Qptionalj ' I W-59. plywood at max. Ultima Base Sheet,GAI=GLAS Stratavent Nailable Venting F3ase �ee Note 2(#14 o.c.in three,equally spaced, BP-AA,SBS- SBS-AA -97.5 24-inch span Sheet,Ruberoid 20 Smooth ��Y� staggered center rows AA Min.19/32-inch GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 8-inch o.c.at 2-inch laps and 8-inch � i BP-AA,SBS- SBS-AA,SBS-TA, W-60. plywoad at max. UStima 8ase Sheet,6AF6CAS Stratavent Naitable Venting Base See Note 2 o.c.in three,equally spaced, d05.4 � 24-inch span Sheet,Ruberoid 20 Smaoth staggered cenker rows AA SSS-CA,APP-TA � �;. , ;,. ,,,, ,.. :�r .,.�� , ... ;�--, f'. ;':�, ,:; ,.,. . � . . _�1:,.,>:,�;t?,�. E =AD R., .S<,TE;, �:.� ' �. ''S lF HE lNG� YS M5: - ��.. - - cr' - - - _ ,.�'';.°:.:''``�'� ;4 �c�. -� Min.19J32-i�ch See Note 2(Drill- 9-inch o.c.at 4inch laps and 9-inch SBS-SA W-61. plywoad at max. StormSafe Anchor Sheet Tec AccuTrec Flat a.c.in three,equally spaced, fOptional} Note;seams sealed -60.0 24-inch span � Plate onlyj staggered center rows SBS-SA wirh 7oPCOArSBSQO or Flexseql Min.15 32-incn 8-inch o.c.at 3-fnch la s and 8-inch � See Note 2(HQ p {Optional) SBS-SA,SBS-TA or W-B2. plywood at max. Liberty SBS Mechanically Attached Base Sfieet Fasteners only) °•c.in two,eqnalty spaced,staggered S85-SA APP-7A -�a'Q 24-inch span ( center rows Exterior Research and Design,LLC.dibfa Trinity)ERD Evaluation Report 01506.11.04-R16 for FL56$0-R16 Certificate of Authorization#9503 Revision 16:Q4jOqJZ016 Prepared by: Rpbert Nieminen,PE-59166 Appendix 1,Page 16 of 7fi S��w',�-� '�� _ —1-�-J - ,'� �� J �- z�� I � ��o J `5. ��c .e �' tl � a�B fe �3'a. . - _ _ ��,",�c � _ r�,�� _� .. � . -�"� . �„ _-� - '�_�.'. . .ti� �.�•`===, ' .. �-'�i'.� �-�'�- —�-��- ,_��." 05��`�Vs�.'�_.�'��.—�—�_�,� ' � al a�-y�A�:.•-�. .. N�-_. �ays39�N•: �.-,, _ r _ �F�'�'�+-'�� ;:� � BCIS Home I Lag In � User Regist2tian'I Hat Topics � Su6mit Surcharge � Slats&Fads � Pu6licadans I FBC Staff � 9Q5 Site Map � Lfnks � Search I ?h �� Florida _� +� �,F� . ,;'�'.��ProductApproval �r� � 9.� LJSER:Puhlic Uszr V - ` � p-cvua�rafev� ;��;r.�r•��-r.m Product Aaoraval Menu>ProducE ar AoolimHan Search>Aoolication List>AppljcaEion Det2i! a:�-re=`-.��'�..� ��=�=ff�-.°Q=-�� Fl-# FL15487-R5 .�,�z��_� ApplicaEion Type Revision Code Version 2014 Application Status Approved Comments Archived _� Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (973) 872-4421 f indareitfi@Erinityerd.com Authorized Signature Beth McSorley lindareith@triniiyerd.com w Technical Representative Beth McSoriey(cur�`L ��,s�i ��'CC� `�LL��,�F� Address/Phone/Emaii 1 Campus Drive �/,�� f�/� �1° . Parsippany,N�o�p��ID��L�L��U1�,�71�►�;�I��qpL6 bgmcso$ley gaf.c�A'��eS ��Z'�� e �� Quality Assurence Representative Address/Phone/Email Category Roofing • Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Arcfiitect or a Licensed Florida Professional Engineer '=� Evaluation Report-Har Received �� Florida Engineer or Architect Name who developed Robert Nieminen �� Y�� the Evaluation Report �� AI �� +','/�--'��-�f Florida License PE-59166 �'Vt�'� �Y+��i''-^`"�� qua(ity Assurance Entity UL u..0 ��lnf� �L'� Quality Assurance Contract Expiration Date 10/22/2017 � �J Validated By John W. Knezevich,PE � Validation Checklist-Hardcopy Received CertiFcate of Independence FL15487 RS COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) _ Equivalence of Product Standards Certified By Sections from the Cade • 1507.2.3 1507.3.3 1507.5.3 1507.7.3 1507.8.3 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDcRep%2bDhVRQZHDyCx4G�MbxPd05u�imBFdpzNU2Xd.9w%3d%3d 112 • F� '� � � , t � i "' ' Product Approval Mefhod Method 2 Option B ' Date SubmitEed 04/06/2015 � Date Validated 04/10/2015 Date Pending FBC Approva( 04/15/20i5 Date Approved 06/23/20i5 Summary of Produc�s ' FL# Model,iVumber or Name Description 15487.1 GAF Synthetic Roof Underlayments Synthetic Roof Underfayments ' ' Limirs of Use Installation 3nstruc�ions Approved for pse in HVDiZ;No FLi5487 R5 II 2015 04 FINAL ER GAF Svnthetic • f�pproved for use ot.rtside FDVHZ:Yes Underlavments FL15487-R5.odf Impac�Resistant: N/A Verified By: RoberE Nieminen PE-59166 Design Pressura:N/A Created by IndependenE Third ParEy:Yes Other:Refer to ER Section 5 for Limits of Use. Evaluation 9teporfs FL15487 R5 AE 2015 04 FINAL ER GAF Svnthetic Underlavmerits Fl15487-RS.odf Created by Independent Third Party:Yes �ac]< P72xc Cantact Us::2fi01 Blair Stnne Raad.Tallahassee R 37399 Phane:850-487-1824 Tfle Slatz oP Fla�da is an AA/EEO employer.CoovriafiE Z007-20]3 StaEe af Flarida.;:Privacv Stafement;:Accessibilitv SCaEement::Refund SLatemert tJnder Florida Iaw,email addrdsses a2 puhiic records,If you do nat want yaur e-mail addres released in response ta a puhiio-remrds requesq do not send electronic mail to Ehis entiCy.InsEead,cantacE tfie afFice hy phone or hy tradiriona[mail.IF yau have any questions,please canta�850.487.1395.=Pursuant ta Sectian 455.275(1),Flarida Statutes,ef�ective Octoher i,Z012,licensees licensed unde�Chapter455,F.S.musE pravide tfte DeparLmenE with an email address iF tftey have one.The emails provided may he used for o�cial communicaGon with the iicensee.Hawever email addresses are puhtic record,if yau do not wish to supply a persanal address,please pmvide the Department with an emall addrzss which can 6e mzde available to the public Ta deEermine if yau arz a licensee under ChapEer 455,F.S.,please dick here. ProducE Approval Accepts: � � EChEcN � � Cre�'oi�ard �� :=`�s¢�' e,�-__ - - —�� httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtep%2bDhVRQZHDyCx�GxXMbxPd05uxzimBFdpzNU2Xdx9w%3d%3d 212 � � ,� . y� „ �, � EX�'ERIOR RESEARCFI�c DE5�Gf11,LLC. " ' Certificate ofAuthorization#9503 � �� 353 CHR(STIAN S7REET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203J262-92c3 EVALl1ATlON REPORT �� , Evalua�ion Repor�03506.03.12-R5 1 Campus Drive FL25487-R5 Parsippany, NJ 07054 �a�e ofi Issuance:04/Z3j2012 Revision 5:Q4/O�f2015 SCOPE: ihis Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regufations governing the use of construction materials in the State of Florida,The documentation submit�ed has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Fforida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTiO1V: GAF Syn�he�ic�oof Underlayman�s LaBeu�v�: Labelirig shall be in accordance with �he requirements the Accredited Quality Assurance Agency noted herein. COIVTINUED�OMPLiAIVCE: This Evaluation Report is valid until such time as the named product�s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance ofi this Evaluation Repor� by the named client constitutes agreement to notify Rober� Nieminen, P.E. if the producc changes or the referenced Quality Assurance documentation changes. I rinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. . ADVERTISEMEIV7: The Evaluation Report number preceded by the words"Trinrty�ERD Evaluated" may be dispiayed in adver�ising titerature. Ifi any por�ion of the Evaluation Report is displayed,then it shall be done in its entirety. . INSPECTl01V: Upon requesE,a copy of this entire Evaluation Repor�sha11 be provided to'the user by the manufacturer or its distribu�ors and shall be a�aifable for inspection atthe job site at the request of the Building Official. This Evaluation Report consisfis of pages 1 through 5. Prepa,rea�by: ' /" ��s�3�=3t;;f�'� � �+!'S'••1c::'::t�4aa ,g��•c•r�=�.,`"'ti•�' .;i i� ?d;Cb�.``�tix-5�1'-�a.�'��. ,a^ . -y.V �� • :'p'^ • +�' � ��^"��w� ;m�;`s� _ w: RobertJ.�.Ni�minen P.E. � ?.�fi.�>�:-.:��:��q' The(arsimilesealappearingwzsautharizedhyRohertNieminen, � .i�. ;C,�i;,.�:•_:,b P.E.on�4/02/2015.7hisdaesnotserveasanelectranicallysigned �'r.i{'',........„ FloridaRegistration No.59166,Florida DCAANE2983 'i�f��'��V�'i�'`+% dacumene signed,sealedfiard�opieshaveheentransmittedtathe • ��v�� ProductApprovalAdministratorandtatfienamedclient CERTIFIGATION OF IPdDEPENDEIVCE: 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or dis��ribu i�'ng produc s i'�lua es. 2. Trinity�ERD is nofi owned,operated or controlled by any company manufacturing or distributing pro ucts i�eva uates. 3. Roberfi fVieminen,P.E,does not have nor will acquire,a financial interest in any company manufacturing or d'tstri6uting products for which the evaluation reports are 6eing issued. 4. Robert Nieminen,P.E.does not ha�e,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. � , Y � �� I \ ' , ` � , • y �9 9�� 5 � � a, ROOFINGCOMPONEIVTEVALUATION: � 1. SCOPE: , Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Synthetic Roof Underlayments, as produced by GAF, have demonstrated compliance with the intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STAIVDARDS: Section Pro e Standard Year 1507.2.3,1507.5.3,1507.7.3,T1507.8, Unrolling,Breaking5trengch,Pliability, ASTM D226 Zo�6 1507.8.3,1507.9.3,1507.9.5 Loss on Heating 1507.23,1507.5.3,1507.7.3,1507.8.3, Unrolling,Tear Strength,Plia6ility,Loss ASTM D4869 2005 1507.9.3 on Heating,Liquid WaterTransmission, ' Breaking Strength,Dimensionai 5tability 7507.3.3 Instalfation Prectice FRSA/rRl April 2012(04-12) 2�1Z I TAS 110 Accelerated Weathering pSTM D4798 Z001 3. REFEREIVCES: En�it Examination Reference Date ERD�TST6049� Physical Properties R3360.02.07-2-R1 03J13/2007 ERD(TST 6049) Physlcal P1'operties G12110.1Z.08 12/02/2008 PRI(TST 5878} Physical properties BRY-003-02-01 03/19/2002 PRI(TST 5878) Physical properties GAF-22402-01 07/27/2009 PRI('fST 5878) Physical properties GAF-349-02-01 07/03/2012 ITS(TST 1509] Physical properties 100258583COQ 010A 01/11/Z011 Miami-Dade(CER 1592) HVHZ compliance 13-1104.11 03/06/2014 Miami-Dade(CER 1592) HVHZ compliance 14-1022.26 02/OS/2015 ICGES(EVL2396} IBC/IRC compliance ESR 2053 04/01/2014 ICC-ES�EVL2396) IBCJIRC compliance ESR-2808 07/Ol/2013 ICGES(EVL239fiJ IBC/IRC compliance ESR-3283 06f01/2013 ICGES(EVL2396) IBC/IRC compliance ESR-3286 02/01/2015 UL,LLC(QUA 9625) Quality Control R10689;Charleston,SC 02/11/2015 � UL,LLC(QUA 9625) - Quality Control R10689;Nortfi Bay,ON 10/2�/?014 UL,LLC(QUA 9625� Quality Control R10689;Hickory,NC 10/28/2014 UL,LLC(QUA 9625) Quali�y Control R10689;Stockton,CA 11/12/2014 UL,LLC(QUA 9675) Quality Control R10689;McGregor,7X 02/03/2015 UL,LLC�QUA 9625) Quality Control R10689;Pryor,OK 02/O5J2015 UL,LLC(QUA 9625) Qual'rty Control R10689;Mission,BC 11/O5/2014 4. PRDDUCTDESCRIPTIOIV: 4.1 Deck-ArmorTM Premium 6reathable Roof Deck Protection is a non-woven, spun-bonded polypropylene laminated polyethylene scrim sheet roof underlayment. 4.2 Roo�ProzN1 SSS-Modified AII-Purpose Underlaymen� is a fiberglass-reinforced, SBS modified bitumen roof underlayment. ' 4.3 Shingle-Ma�e°Roof�eck ProteCcion is a fibergfass reinforced,asphaltic roof underlayment. � 4.4 StormSafet"" Anchor Shee� is a polypropylene woven fabric which serves as an anchor sheet in two-ply rooi underlayment systems. 4.5 i'iger Pawt"'Roof Deck Pro�ection is a non-woven,potypropylene reinforced,polymer coated roof underlayment. — �.6 VeesaShield°Eire-Resisfiant Roof Deck Pro�ection is a non-asp altic,fberg ass- ase roo underlayme�Fit arrd�farfn'e— barrier. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation ReporE, or previous versions thereof, is/was used for permitting or design guidance unless retained specificallyforthatpurpose. 5.2 This Evaluation Report is not for use in the HVHZ. Exterior Research and Design,LLC. Evaluation Report 01506.03.12-R5 FL15487-RS Certificote ofAutharizatiort#9503 Revision 5:04f 02/2015 Page 2 of 5 =-� _ . � , ' : ��,� . . Y � . ��I��a� '�'' • _ 5.3 Fire C(assification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory or test ' report from accredited tesfiing agency for fire ratings of this product. � 5 Q GAF Synthetic Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined wiih supporting data for the prepared roof covering. 5.5 Allowa6le roof covers applied atop GAF 5ynthetic Roof Underlayments are follows: ;i:i� 'iii�!?.a" '.Y,ij�:y.,z'-'.-,-w7;.w.- i2"s�-�`�.-'"- -_��^-•-�s•r— �� " �:.y::.t;.- '��,u- .:5qty. •:y: " `5"' ,1,'y - _ _ �.4 :X::!- :Ya> ' " -_:�-a-a_ ^��--.. ' yLry. .�'"r _ ..dT.i� '"''�4.^.. _ '- - '.t �� i-�.t..'�+.'~' ".. ' .:3�': ,•`li.<::•1 " -.c i_. .. ' ;t. ��j:, j .._.^,��d� ' ' ' - p ~`� $�5• ':4�'-:�n��= O'�7f I� :ti:^��- '.=TABLE�.:. A .:s•�� - l�OOF COVEEi. '�. ' ' :4.^- .7. f �;C'� ^1:.�:�v�'J;:_'.�: yh..i1'f.^M 4�i :!S�ii,� �_ _ .�F�• - : _ ::'F.: .._i•�5 f%+,'^ii��.�'^=:��:f•1N:1�:.v�:�i: �'•.'}�Yi..........r..i i.s __ 'Y+...n�. ..-G . .. .. r4...�.. _. . Slate or Underlayment Asphalt Nail-On Tile Foam-On Tiie Metaf Wood Sfiakes Simulated Shingles &Shingles Slate Deck-Armor""Premium Breathable Roof Deck Yes No No Conta�Mfg Confac�Mfg Contact Mfg Protection RaofPro'"'SBS-Madified Yes No � No No Yes Y� All-Purpose Underlayment � Shingle-Mate°Roof Deck Y� No No No No No Protection Tiger PaW""Roof Deck yes No No Coniact MTg. ContacE Mfg. Contact Mfg. Protection VersaShield°Fre- Resistant Roof Deck Yes No No Yes Yes Yes Protection 5.6 Exposure Limitations: 5.6.1 Deck-Armor""Premium Breathable Roof Deck Protection;ftoofPro"''SBS-Modified All-Purpose Underfayment;Shingfe- Mate°Roof Decl<ProtecEion;StormSafeT"'Anchor Sheet;Tiger Paw"•'Roof Deck Protection shall not be left exposed for ' ' longerthan 30-days after installation. 5.6.2 VersaShield°Fire-Resistant Roof Deck Protection shall not be lef�exposedfor longerthan 180-days after installation. , . 6. 1(VSf'ALLATION: 6.1 GAF Synthetic Roof Underlaymenfis shall be installed in accordance with GAF pu6lished installation instructions subject to the Limitations set forth in Seciion 5 herein and the specifics noted below. 6.2 Re fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to appfication. • 6.3 Deck-Armorn"'Premium Breathable Roof Deck Profiection: 6.3.1 Install Deck-ArmorT"' Premium Breathable Roof Deck Protection in compliance with manufacturer's published installation instructions and the requiremen�s for ASTM DZZ6,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof co�ering to be insealled. 6.3.2 Fasteners shafl be 1-inch diame�er plas�io-capped corrosion resistant nails or 1-inch diameter plastio-capped,corrosion resistant staples. 6.3.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self-Adhering Base/PIy Sheet;StormGuard°Film Surfaced Leak Barrier; UnderRoofT"'2 Polyester-SurFaced Leak Barrier;UnderRoofiT"" HT High 7emperature Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier or WeatherWatch° XT Mai SurFaced Leak Barrier at vulnerable feak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of t e un er ayment. ong e rake, mstali�he underlayment,leaving 6 to 8-inch of the deck exposed,and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier overthe underlayment. 6.3.4 For non tile roof installations: 6.3.4.1 Standard instaliation with Single Layer;roof slope>4:12 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fa�en in the field of the roll 12-inch o.c.in two,equally spaced,staggered center rows. Exterior Research and Design,LLC. Evaluation Report 01506.03.12-RS Certificote ofAufhorizotion#9503 FL15487-RS Revision 5:04/02/2015 Page 3 of 5 _ _ �.,.� — , . . - � z� , , � � ,, � � ��9��I�� "� ` Cantinue upslape in a similar tnanner,maintainfrtg tntntmutn 3-inch side-laps and minimum 6-inch end-laps.Fasten 6- inch o.c.in the laps and 22-inch o.c.in two,equa!!y spaced,szaggered center rows in ihe field. Ensure alI end laps are staggered at least 3 feet apart. 6.3.4.2 Standard Installation with Douhle Layer;2:12<raof slope<4:12 Starting at the eave,fasten the eave edge and 6-inch wide end-(aps 6-inch o.c.Fasten in the field of the ro1112-inch o.c.in two,equatiy spaced,staggered cenfier rows. Continue upslope in a simi(ar manner,with minimum 28.5-inch side-(aps and minimum 6-inch end-Iaps. Faeten 6-inch o.c, aiang xhe iaw edge and end faps and 12-inci� o.c. in two, equaliy spaced, staggered center raws in the fietd• Ensure a(1 end Eaps are staggered at least 3 feet aparfi. - � 6,4 �er Paw�'"Roof Deck Pratec�ion: 6.4.1 tnstati liger Paw'M Roaf Deck Protection in compiiance with manufaciurer's pubiished insiallation instructions and the requirements for ASTM D226,Type I and ll underlayments in FBC Sec�ions 2507 forthe type of prepared raofcouering . to be insta!led. 6.4.2 Fasteners sha!!be 1-inch diameter plastic capped corrasion resistant nails or 1-inch diameter plastic-capped,corrosion � reststantsteples. 6.4.3 Optional, or if required by the Authority Naving Jurisdiction: Install a leak barrier of libertyTM' SBS Self-Adhering Base/Ply Sheet;StormGuard°Flm SurFaced Leak Barrier;UnderRoof'"'2 Po(yester-SurFaced LeaEt Barrier;UnderRoaf`°" HT High Tempera�ure Leak Barrier, WeatherWatch° Minerai Surfaced Leak Barrier ar WeatherUVacch° Kf' Mat Sat�aced Ceak Barrier as vulnerak�ie leak areas,inc(uding but nofi lirnified to eaves,va0eys,rakes,skylights and dosmers. At eaves and vaf4eys, insta(! the leak barrier prior to tnstallatian of the underlayment. Along the rake,ins�all ihe underleyment,leaving 6 fio 8-inch of the deck exposed, and then install the leak barrier over the underiaymenfi and exposed decking. At other areas,instai(the leak i�arrier over the underiaymen�. 6.4.4 For non tile roaf ins�aflations: 6.4.4.1 Standard Instalfation with Sing(e Layer;roof slope>4:12 �Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c:Fasten in the field of the roil 12-inch - o.c,in two,equally spaced,staggered center rows. � � Continue upslope in a simiiar manner,maintaining minirr�um 3-inch side-Iaps and minimum 5-inch end-laps. Fasten 6- . inch o.c.in the laps and 12-inch o.c.ln ttinio,equally spaced,staggared center rows in tha field. Ensure a!!end laps are staggered at least 3 feet apart. 6.4.4.2 Staadard lns�allation with Double Layer;2:12<roof slope<4:12 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c.Fasten in the field of the roll 12-inch o,c.in itivo,equally spaced,staggered center rows. Continue upslope in a similar manner,with minimum 22.5-inch side-(aps and minimum 6-inch end-iaps. Fasten 6-inch o.c, atong the iow edge and end iaps and 12-inch a.c. in�two, e.qually spaced, staggered center rows in the field. Ensure aii end iaps are staggered at leasfi 3 feet apart. 6.5 StormSafe'�'""Anchor 9heet: ' 6.5.2 Storm5afe'"'Anchor Sheet is iimited fio use as a mechanlcally attached base Iayer in 2-ply under(ayment systems. 6.5.2 Fasteners shali 6e 1-inch diameter plastic-or steei-capped carmsian resistant na'sis;corrosian-resistant naifs&1-5(8- inch tin-caps;ar Dri11-Tec screws and pfates. 6,5.3 Far tile raaf instailations: . tnstallatian is govsrned 6y tha ERSAfTR3 April 2Q3.2{Q4-2Z}lnsta(lation Martuai,5th Edition{Revised). Use is limited to !�e-mechanicaFfy-attached-base-sheet in the-iwo-pl-y-system-beneath-llnder-Raa�M1'22o1y_es.ter�Sur_Faced Leak Barrier. _ The a 't�achment requirements for-StormSafeT"'-Anchor-Sheet-shall-6e-adjusied-firom those-in-Appendix_A,Taiate_�a� FRSA/TRI.April 2012(04-7 2),5�' Edition (Revised)to be proporEionate to the width of the StormSa#e""Anchar Sheet product., 6.5.4 For non tile roof insfiailafiions: Starcing at the eave,fasten the eave edge and 6-inch wide ertd-Iaps 6-inch a.c.Fasten in the field of the ra!!12-lnch a,c.in two,equally spaced,staggered center rows. E�erior Research and Design,LLC. Evalua�ion Report 01505.03.12-R5 Cerirfic�te ofAutharization#9So3 Fl15487-RS Revision 5:Q4/02J24i5 , Pa;e 4 af 5 � I . . - _�°�-_ _ _"` b ,�_ ` y ` + w + ��I�� , �� 4. � . Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. F�sten 6- ' ' inch o.c.in the laps and 12-inch o.c.in two,equally spaced,staggered center r,oU�s in the field. Ensure all end laps are staggered at least 3 feet aparE. One the same day,install LibertyT"'SBS Self-Adhering Base/PIy;StormGuard°Film Surfaced Leak earrier;UnderRoo�`"'2 Polyester-Surfaced Leak Barrier; UnderRoo�"' HT High Teinperature Leak Barrier;WeatherWatch° Mineral Surfaced Leak Barr•ier or WeatherWatch°XT Mat Surfaced Leak Barrier overthe StormSafeT"'Anchor Sheet, 6.6 RoofPro�'"SBS-Modified Al!-Purpose Underlavmenfi and Shin�le�Mate°Roof Deck Protec�ion: 6.6.1 Install RoofProT"° and Shingle-Mate° in compliance with manufac�urer's published instaliation inseructions and the requirements for ASTM D2Z6,Type I and ll underlayments in FBC Sections 1507 forthe type o;prepared roofcovering to be instalied. A double layer is required for 2:12<roof slope<4:12. No hammer tacks or staples are permitted. 6.6.2 Optional, or if required by the Authority Having lurisdiction: Instafl a leak barrier of Li6ertyTM SBS Self-Adhering Base/Ply Sheet;StormGuard° Film Surfaced Leak Barrier;UnderRootTM'2 Polyester-Surfaced Leak Barrier;UnderRoof�"' HT High Temperature Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier or WeatherWatch° XT Mat Surfaced Leak Barrier at vulnerable leak areas,including but not lirnited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along fhe rake,install the underlayment,leaving 6 to 8-inch of the deck exposed, and then install the•leak barrier over the underfayment and exposed decking. At oiher areas,install the leak barrier over the underlayment. 6.7 VersaShield°Fire-Resistanfi Roof Deck'Protection: 6.7.1 Install VersaShield° Fire-Resistant Roof Deck Protectlon in compliance with.manufacturer's published installation � instructions and the requiremenfis for ASTM D226,Type I and II or ASl'M D4869 underlayments in FBC Sections 1507 for the t}/pe of prepared roof co�ering to be installed. A double layer is required for 2:12<roof slope<4;12. No hammertacks ors�aples are permitted, 6.7.2 Optional, or if required by the Authority Having Jurisdiceion: install a leak barrier of LibertyT"" SBS Self-Adhering Base/Ply Sheet;StormGuard°Flm SurFaced Leak Barrier;UnderRoof""2 Polyester-Surfaced Leak Barrier;UnderRoofr"' HT High Temperature Leak Barrier; WeatherWatch° Mineral Surfaced Leak Batrier or WeatherWatch° XT Mat - � Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylighfis and dormers. At eaves and valleys, install the leak barrier prior to inscallation of the underlayment. Along the rake,install the - underlayment,leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,insta(1 the leak barrier over fihe underlayment. 7, BUILDIIVG PERMIT DiEQUIREMEiVTS: As required bythe Building Official orAuthor"rty HavingJurisdiction in orderto properly evaluate the installation ofthis product. 8. MANUFACTURING PLANTS: � Contact the manufac�urer orthe named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9, CtUALITY ASSURAMCE ENTI.lY: UL,LLC.—QUA9625;(847}664-3281 -EiVD OF EVALUATION REPORi'- Exterior Research and Design,LLC. Evaluation Report 01506.03.12-R5 F115487-RS Certificate ofAuthorizofion#9503 Revision 5:0�/OZ/2015 Page 5 ot 5