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Home My WebLink About16-17788 CITY OF ZEPHYRHILLS 5335-8TH STREET � • (813)780-0020 �7788 BUILDING PERMIT � � PERMIT INFORMATION ' � �� ' LOCATION INFORMATION Permit Nlumber: 17788 Address: 4829 6TH ST Perm�it Type: RE-ROOF ZEPHYRHILLS, FL. ' Class of Work: ROOF REPLACEMENT Township: Range: Book: � Proposied Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MOORES FIRST ADDITION Es�.Value: Parcel Number: 14-26-21-0010-01500-0060 Imprav. Cost: 2,460.00 OWNER INFORMATION Date Issued: 1/26/2017 Name: LJN HOLDINGS LLC Total Fees: . -- Address: 1406 N DALE MABRY HWY STE 300 Amount Paid: a �� TAMPA FL 33607-2506 Date Paid: 7 Phone: Work Desc: RER S'CE 4SQ /4SQ MODIFIED ON FRNT PORCH CONTRACTOR S APPLICATION FEES R L BUILDING CONTRACTORS REROOF RESIDENTIAL 75.00 � � , Ins ections Re uired DRY IN R �OF INSP TAPE JOIN S RO F INSP FINAL I _ .� � REINS ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local overnment shall impose a fee of four times the amount of the fee imposed for the initial inspection or I 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 properly that may b�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. "Wa�ning to owner: Your failure to record a notice of commencement may result in your paying twice for impravements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Compl'ete 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. 7 I CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED ' PROTECT CARD FROM WEATHER � a�saeo-oa2o City of Zephyrhilis Permit AppFication Fax-813-780-0021 Bu'siding Departmen# . L1ate Received � . � ' Phone Contact for Permitting = '� � � Owner's Nam � �� f��y -� C G� Qwner Y�hane Number , j y�.�4' � � � ,�c 3�°`� ��"` `� Owrner Phone Idumber �! � Owner's Address � � ��e 6r Fee Simple Ti leholder Name . Ownar Phone Number Fee Simple Ti�leholder Addre�s JO�ADDRESS ��' � �v'�� 1'� �'� Yt /t�"ll3 ��- N LOT# � suaaivisio �c�r� ,��/J`'� � Q�c��Q# ,��, a-G �y( ��v! o � d 1�oc��' �b�� (OBTAINED FROM PROPER7Y TAX NOTICE) WORlC PROP SED } I�EW CONSTR ADD/ALT � SIGN Q Q DEMOLISH e WSTALL 8 REPAIR � PROP.OSED �$E, . Q SFR Q COMM � OTHER �^-'''vc,�- t � 'fYPE OF CO STRUCTION Q BLOCK • Q FRA 0 STEEL Q - � � � � { � ,� �� DESCRIPTIO "OF WORK c,r -4�7- �C"r-o4i� -5�1�.+� ��. �'.�cz.L' �S �O(/T/� Jm p ' � U:I�G� �UICDiNG'SI E � � SQ FOOTI�GE�--� HElGHT ! OBU LDWG � � O� VALItATiCtN'OF-TOTAL CONSTf2UCTIOtV C]EL C.T.RlCAL , $ �!� AMP SERVICE �0 PROGRESS ENERGY Q W.R.E.C. QPL MBING $ �� C�J� QM CHANICAL $ VALUATION OF MECHANICAL INSTALLATION �,.�� t �G,S Q RqOFING Q'� SPECIAITY � OTHER FIfVISNED.F�OOR ELEVATIONS � FLOOD ZONE AREA QYES NO t 1 (� L- [s'4,f�t; �oµ rc l��'s .1� c BUIL63ER G'"'�------"—" CONlP,4NY Z SIGPIATUR � � REGISTERED Y/°N PEE CURRE� Y/N . Acidress "o� �� .�z� � �G 33 t� �icense#' ��. C 3��Y i`I r ELEGi'l21C1 , COIUIPAI�lY SlGNATUR ` REGISTERED Y/ N FEE CURRE� Y/N ` Aildre�s Cicense# � � ;PCUNiBE�:. C�MPANY , � SIGN�iTUR REGISTERED Y�/ N, . �FEECURREi� YI N Addre s License#`�� MECHANIC�l. , CQMPANY • . � j SIGNATURE� " REGIS7ERED Y/.N. FEE CURRE� Y 1,N Aiid're s:� � � � • License# �! � !� ..�;�r.; - . . . , - :..OTHER�" �� , � CONlPANY . `SIGNATUR :�:; � � � ` REGISTERED ' Y/ N FEE CURRE� Y I"N � Address,,.,, y _3 � . .- . � � � - ' L9cense# � � '��RESIDEN7 � RttacFi;{2j=Plot�`Plans;''�(2)sets�.of°Bui!`cling-'Plans;�{1)set of Energy,Forriis;��R,O-W Permit;for.riew pconstruction, _ �;,�;,�_:;vY..�Minimum;ten;(,1'0)w.o,rkingGdays after.'sutimittal`date. Required`onsite;'ConstrucGon Ptans,,S#ormwater Plans vv!Silt Fence.instatled, -- -� - � Sanitary Faciiibes&1 dumpster Site; .W.ortc°Permi#f6r:subdi'visibns/iarge:prbjects f= ' ` -- ' ' ,.-�,GOti�MER lAIL. Attach°{2}'compEete sets"of Builiiing Plans pius a Life�Safety Page;{1)set of Energy Forms.R 0-W Pecmit for new construction. > Minimum ten(10)working days after submittal date. Required onsite,Canstruction Plans,5tormwater Plans w/Silt Fencer'installed, . " Sanitary Facilities$�1 dumpster.Site,Work Permiffa�ait new projects.All commercial requirements must meek.compiiance _ `=.�SIGN�PER�IT Attacti(2j sets�of:Engineet�d Rlans��c: -? : : ` ***"PROPERTY SURVEY requlred far_al1.NEW coristruction: � ;.:.'�irections .._. -`$:n�,A - , , � . �.FN!'ou applicationcompletely. � Oiivne &Contractorsign back of applica8on,notarized . if ove $2500,a Notice of Commencement is required: (A/C�upgracies over$�5d0} �,.�,},: " Agent,(fo��tiie'coritractbr)�orPower,-af Pittbmey(for`ttie or`rvner)would be someane with natarized letter fram owner autharizing same �OVER.TN COUNTER.PERMt'RiNG:.>:�>.(copy_oficontraetrequired}.,`. -- �� ' --Reraafs if's ingles Sewers � Service-'�ipgraides�A/C .4 Fence's,{PlotlSurveylFootage) . .,.,�, ;.�. „ � .. " .._.......�._...�'.�� . '.l'�,K.�...i �i i , • � . .�. ...., ...... .. -{i,:r.i'�t T:�i ' .' �. � Drlve ays-IVot over Counte�if on public roadways`.neads ROW`".r;, � .,. ,. � ..,�. _, • , � :;r. ,_ .:...�..,a. ., ...� .....r w.. . F .._ ..,.. . ---- —� �_�-�.�—._,�-�,<.,�.-�--_,.�.��-..��=�, - �, . ..r> . : ...,-,� NOTICE OF DEED RESTRICTION$: The undersigne.d understands.,that-this-permit may be subject to"deed"restriction5°"u� which.may:be'more��restrictive:than�Gounty.regulations: �The�unde�signed�assumes'.cesponsibility.forcompliance'with:any�''" applicable�deed restrictions. � -,,.� -��-;,_•�� UNLICENSED.;,CONTRAGT,O,RS AND CONTRACTOR RESPONSIBILITIES: If,�tlie-owner�has�°hired�a contractor or contcactors to undertake work,.they:may be.cequired to be�licensed in accordance with state and.local regulations:s-lf.::tFie��` contractor-is,not:licensed:as.required by law, both`the owner and cont�acto�-:may�be cited�=fon�:a�misdemeanor violation under state law. If the owner or intended.contractor are uncertain as to what licensing requirementsv=may�apply:for;tfie>;=�� , intended-wock,�they are advised to confact`the Pasco County B'uilding"Inspectiori"Division=Licensing Section at 727=847- 8009. Furthermore, if the owner has hired' a -contractor or contractors, he is advised to�have the contractor(s), sign ,_ � portions of the "contractor Block" of this application_for which_they.will..be responsible: If�you,,as�tfie"owne�'sign-as�=tFie�` ' ' contractor, fhat may be an indication that he is not properly licensed and`is nof entitleti to�permitting privileges in Pasco.., , � Counry. ' - - ._ .. �.,_ _, , .__ � . TRANSPORTATION IMPACT/UTILITIES IMPACT AND-RESOURCE RECOVERY FEES: The undersigned understands ; that Transportation Impact Fees and Recourse Recovery Fees_may;apply to�the construction of,.new,bwilclings,�cliange�of�y-�� ; use in existing buildings, or expansion.of:existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,�that�such�fees, as`inay-,be�due, will;6e�identified at"�tFie-=time:'of-'��=� i permitting. It is further understood that Transportation-Impact Fees and Resource�Recovery,.Fees must be paid prior to ' receiving a °certificate of occupancy° or final,power release. If the project does not involve a certificate of occupancy-.or:,�-• final power release, the fees:must be paid prior to permit issuance. FurtHe�more, if,-Pasco County WateNSewer�lmpact:,-,- _ fees are due,.they must be paid prior to permif issuance in accordance with applicaple Pasco.County ocdinances.�T � ' CONSTRUCTION LIEN LAW�(CFiapter 713, Florida Statutes,as.amended): If valuation of work is$2,500.0.O:,or more,�ll...;�. certify that I, the applicant, have been. provided -with a copy_ of the °Florida Construction �Lien _Law=Homeowner's �+ Protection Guide" prepared by the Florida Department of Agriculture and Consumer�Affairs. If the applicant�is someone: other than the"owne�', I certify that I.hav�obtained a copy of the above descr'ibed'�docwment and promise in good�.faith:to , deliver,it.to,the:"owner"..prior to commencement. - ' " ' � -�'= � CONTRACTOR'S/OWNER'S AFFIDAVIT:_;I,.certify:that-all the information in this_application is accurate and thaf all work� will be done in compliance with all applicable laws regulating construction, zoning and land-�development. Application_is. hereby made to obtain a permit�.to.:do work and installation as �indicated. I certify that no `work or.installation�-has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction: I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include•but are not.limited;,to: - Department of Environmenfal P'rotection=Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterMlastewater Treatment. - � Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering '� Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Serv,ices/Environmental .Health Unit:Wells,. W.astewater Treatment; Septic:Tanks. � - - - _ US Environmental Protection Agency-Asbestos abatement. . ' - Federal Aviation Authority.-Runways. I understand that-the following restrictions apply fo the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is�to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time�of permitting which is prepared by a professional engirieer �- licensed by the State of Florida. - If the fill material is to be used �in Flood Zone "A" in connection with a permitted building using stem wall construction, i certrt�y,that.fill will be used only to fill the area within the stem wall. - If fill rriaterial-is to '.be used in=any area, I certify that use of such �fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of ttie=building permit:issued under�the attached per.mit application, for lots less than one (1) acre wrhich are elevated by,fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER; I-.promise in good faith to inform the owner of the permitting conditions,set forth in this affidavit prior to commencing construction. :I:unde�stand that a separate permit may be required for electrical,work,. plumbing, signs, vuells, pools, air conditioning, �`as,. or�other installations not specifically included in the application. A _ -� permit issued shall be construed�to be a license'to:proceed with the wo�k and not�as authority to�violate,.cancel, alter, or � set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter , requiring a correction of errors in.plans;=construction or violations of any codes. Every�permit issued shall become invalid unless the work authorized by such permit is.commenced within six months of permit issuance, or if work authorized by • the permit is suspended.or abandoned-foc-a period:.of six(6) montlis after the time the work is�commenced. An extension - may be requested, in writing,_from the Building Official for a:,period not to exceed-ninety (90) days and will demonstrate justifiable cause for the extension: If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OVIINER: YOUR FAILURE TO RECORD,A.NOTICE OF COMMEPICEMENT MAY RESULT IN YOUR PAYING TWICE.FOR.IMPROVEMENTS TO YO,UR..PROPER7'Y..,IF YOU_.INTEND TO,OBTAIN�FINANCING; CONSULT .__ WITH.YOUR LEPIDER-OR i�fV ATTORNEY�EFORE-6�ECORDiNG YOiJF�NOTIC�-OF'COIUIMENCEMENT: � ~ FLORIDA JURAT(F.S.117.03) . - OWNER'OR AGENT CONTRACTO� " �� ' Subscribed and swom to(or affirtned)before me thls Subscribed and swo�t�r a�rmed)be re me this by ��2?-1�v _bL/�R:�wl•trt-f �[1r��•� �' ' Who is/are personally known to me or has/have produced " Who are ersonally knowr!to me or has/have produced as identlficatlon. ��-• ��Q��C�_as identlficatlon. Nota Public �� ry Notary Public Commission No. Commi on No. ,.��:j�9'�i�¢, 'JA�QUELINE BOGES Name of Notary typed,printed or stamped Name of ,� �� 201B . t;� '�� Q�'� BondedThtuTrayFMnl�tufw�o�600385•70t9 r4� �: . � �� .�� ., ;...;��.� �--� .,..��,'=m-� �, - :��;�� .� .� ( � � ��£:.h,a ,�.. '/`Yl�� l�:a;: .�- ,,« "':xi� � � �+"� ! ' �',��; �'; ..�� [ r ��• �� m � `a � 6 1 . e ' 0 1 ��t �� 1 � _ .b��^�`�i� �, _ ' ,:�rt, �>� � r r -- :�v:, ,��. �y r�. � BCIS Home j Log In ( User Registra[ion � Hot Topia � Submit Surcharge I Statr&Facts ; Publications � FBC Staff � BCIS Site Map � Links � Search � �londa � ��;.;'.�'�Product Approval ,� � USER:Public User i*;�;a nwcr.F - E N:..r,<t�>u�r Product Aooroval Menu>Product or Aoolitation Search>Aoolication List>Appliwtion Detall FL# . FL2533-R16 , Application Type Revision Code Version„ 2014 . Application-Status Approved Comments Archived� � ' � ❑ REVI�W ur�. Product Manufacturer CertainTeed Corporation-Roofing (r�N �F z}= +_. Address/Phone/Email 18 Moores Road PV�N E�j•.• Malvern,PA 19355 (610)651-5847 , ��/�.� . mark.d.harner@saint-gobain.com Tc {�� REVIEW �A � CITY �� PWYRH�� S � Authorized Signature Mark Harner � mark.d.harner@saint-gobain.com P�N ��N� Technical Representative Mark D.Harner � Address/Phone/Email 18 Moores Road " Malvern,PA 19355 ALL WORK SHALL COli11PtY WITH ' .— .. (610)651-5847 pREVAiLINO CODES Mark.D.Harner@saint-goba�a�c��DA BUILDING CODE, NATIOIVA��L'��1'f�IZ`��CS��.'i!\Ni�""� Quality Assurance Representative C►TY OF ZEPHYRHILLS ORDINANGES Address/Phone/Email � Category Roofing ,I Subcategory Modified Bitumen Roof System 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 Assurance Entity UL LLC , Quality Assurance Contract Expiretion Date 07/03/2017 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL2533 R16 COI 2016 O1 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By �l.l � - Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/04/2016 Date Validated 02/15/2016 Date Pending FBC Approval 02/16/2016 Date Approved 04/12/2016 Summa of Products FL# Model,Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL2533 R16 II 2016 02 FINAL A1 ER CERTAINTEED MODBrf FL2533- Approved for use outside HVH2:Yes R16.odf Impact Resistant:N/A Verified By: Robert Nieminen,PE PE-59166 Design Pressure: +N/A/-630 Created by Independent Third Party: Yes Other: 1.)Refer to ER Section 5 for Limits of Evaluation Reports Use.2.)The design pressure noted in this FL2533 R16 AE 2016 02 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R16.odf Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. Back Next Contact Us::2601 Blair Stone Road.Taliahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 Sta[e of Fiorida.::Privacv Statement::AccessibfliN Statement: Refund Statement Under Florida law,email addresses are pu6lic records.I(you do no[want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuan[to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees litensed under Chapter 455,F.S.must provide[he Department with an email address if they have one.The emails provided may be used for ofFlclai communication with the Iicensee.However email addresses are public remrd.If you do not wish to supply a personal address,please prov(de the Department wlth an email address which can be made available to the public.To determtne if you are a licensee under Chap[er 455,F.S.,please clfck here Product Approval Accepts: 0,.��. � EChucY � Credit Card . Safe ; �, � TRINITY I ERD ' AP,PEN�U(1:.PTfACHMENT REqUIREMENTS FOR WIND UPIJFT RESISTANCE Table peck Application Type �esalPtlon Page lA �f✓ood New or Reroof(Tear-Of� A-2 Mech.Attached Anchbr Sheet,Bonded Insulatlon,8onded Roof Cover 5-6 10 1/Vood New,Reroof(Tear-Off)or Recover B Mech.Attached 0ase Insulation,Bonded Top Insulatton,Bonded Roof Cover 7 SC �Vood New,Reroof(Tear-Otf)or Recover C Mech.Attached Insulation,Bonded Roof Cover � 8-9 1D Wood New,Reroof(Tear•Off)or Recover D Prelim.Attached Insulatlon,Mech.Attached Base Sheet,Bonded Roof Cover 10-12 lE-1 Wood New,Reroo((Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-IS IE-2 Woad New,Reroof(Tear-Off)or Recover E � Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 16-17 1F , ood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 17 2A $teel or Conc. New,Reroof(Tear-Offl or Recover B Mech.Aftached Base Insulatfon,Bonded Top Insulation,Bonded Roof Cover 18-20 2B $teel or Conc. New,Reroof(Tear-OffJ or Recover C Mech.Attached Insulation,Bonded Roof Cover 21-25 2C teel or Conc. New,Reroof(Tear-Off)or Recover D �Prelim.Attached InsutaUon,Mech.Attached Base Sheet,Bonded Roof Cover 26-28 3A oncrete New or Reroof(Tear-OffJ A-1 Bonded Insulatlon,Bonded Roof Cover 29-36 38 toncrete New or Reroof(Tear-Of� A-3 Bonded Temp Roaf/Vapor Barrler,Bonded Insulation,Bonded Roof Cover 37 3C oncrete New or Reroof(Tear•Of� F Non-Insulated,Bonded Roof Cover 37 4A �WIC New or Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 3839 46 ;IWIC New or Reroof(Tear-Offl A-2 Mech.Attached Anchor Sheet,Bonded Insulation,8onded Roof Cover 40 4C ILWIC New,Reroo((Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 41-44 SA �CWF New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 45 SB �CWF New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insufation,Bonded Roof Cover 46 SC CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 46 SD CVJF New,Reroof(Tear-Offl E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47 6A �Gypsum Reroof(Tear-Ot� A-1 Bonded Insulatlon,Boniled Roof Cover 46-49 68 Gypsum Reroof(Tear-Off) A-2 Mech.A[tached Anchor Shee[,Bonded Insulation,Bonded Roof Cover 50 - 6C Gypsum Reroof(fear-Offl C Mech.Attached Insulation,Bonded Roof Cover 50 6D Gypsu'm Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51 7A Varlous Recover A-1 Bonded Insulation;Bonded Roof Cover 52-58 7B Various Recover F Non-Insulated,Bonded Roof Cover 58 7he followyn notes a I�to the svstems outlined herefn: 1. The r of system evaluation herein pertains to above-deck roof componenu. Roof decks shall he in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof eck shall be documented through proper codified and/or FBC Approval documentation. 2. Unles otherwise noted,fasteners and stress plates for insulation attachment shall 6e as follows. Fasteners shall be of sufflcient length for the following engagements: ➢ Wood Deck: OMG p14 Roofgrip with Flat Bottom Plate(AccuVac),OMG HD with OMG 3 in.Galvalume Steei Plate,Dekfast N34 with Hex Ptate or 3"Round Insulatton Plate,Trufast HD with Trufast 3' Metal Insulation Plates or FlintFast N14 Fastenerwith FIIntFast 3"Insulation Plates.Minimum 0.75-inch plywood penetratlon or minimum 1-inch wood plankemhedment. > Steel Deck: OMG q12 or N14 Roofgrip wiih Recessed or Flat Bottom Plate(Accutrac),OMG p12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or N14 with Hez Plate or 3"Round Insulation Plate,Trufast'DP or HD with Trufast 3"Metal Insulation Pla[es or FlintFast N12 or H14 Fastener with flintFast 3"Insulation Plates. Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. i+ Concrete Deck: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac�,OMG HD or CD-30 with OMG 3 In.Galvalume Steel Plate,Dekfast p14 or DekSpike wlth Hex Plate or 3"Round Insulation Plate,Trufast HD or CF with Trufast 3"Me[al Insulation Pla[es or FIIntFast k14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole In accordance with the fastener manufacturets pu6ltshed Installation Instructions. ExtBrior Re earch and Design,LLC.d/b/a Trinity�ERD Evaluation Report 3520.03.04R17 for FU533-R16 Certiilcate�f.Authorization q9503 Revision 17•02/04/2016 Prepared b:Ro6ert Nieminen,PE•59166 Appendiz 1,Page 1 of 58 : j TRINITY(ERD TABLE�lE4:WOOD DECKS—NEW CONSTRUCTION on REROOF(T¢nn-Ovr) SYSTEMTYPEE:NON-INSULA7ED,MECHANICALLYATTACHEDBASESHEET,BONDEDROOFCOVER System Deck 8ase Sheet Raof Cover MDP(ps� No• (SeeNotel) Base Fasteners Attach Ply Cap SElFAOHERIN�i SYSTEMS: • Yvlin.15/32-inch plywood at maz Min.1-inch long,12 ga. 6•inch o.c.at min.2•inch lap and 6-inch o.c. �oP�onalJ SBS- W� I24-inch spans Flintlastic SA NailBase Simplex Metal Cap Nails �n four,equally spaced,staggered center SA SBS-SA -52.5 rows Min.�19 32-inch I 32 ga.,1-5/8-incfi dia.Un 8-inch o.c.at min.2-inch lap and 8-inch o.c. W 49 / p ywood at max. Flintlastic SA NaflBase caps with 11 ga.annular ln three,equally spaced,.staggered center (Optional)SBS- SBS-SA -52.5 24-inchspans ringshanknails rows SA 32 ga.,1-5/8-inch dia.tin 8-fnch o.c.at min.2-inch tap and 8-fnch o.c. W-50 Mtn.19/32•inch plywood at max. Flintlastic SA NailBase caps wi[h 11 ga.annular fn three,equally spaced,staggered center �Optional)SBS- SBS-SA -60.0 24-inch spand ring shank nails rows � M(n.19/32-(nch plywood at maz 32 ga.,1-5/8•inch dia.tin 6-inch o.c.at min.2-inch lap a�d 6incFi o.c. �Optional)SBS- W-51 Zq-�nch spans Flintlastic SA NailBase caps with 11 ga.annular fn four,equally spaced,staggered center SA SBS-SA -75.0 ring shank nails rows Min.19/32-Inch plywood a[maz � 32 ga.,1-5/8-inch dia.dn 4inch o.c.at min.2-inch lap and 41nch o.c. (Optional)SBS- W-52 �Zq�nch spans F.Iintlastic SA NailBase caps with 1]ga.annuiar in four,equally spaced,staggered center SA SBS-SA -105.0 ring shank nails rows HYBPIDSYSTE 5: Giasbase;Flezfglas;Flintlasiic 32 ga.,1-5/8-inch dia.tin Min.19/32-i�ch exterior grade Base 20;All Weather/Empire 9-inch o.c.at 4-inch lap and 12-inch o.c.in 585-AA,SBS•TA W-53 Plywood at max.24•inch spans Base;Poly SMS Base;Uitre Poly �aps with 11 ga.annular nya equally spaced,staggered center rows 5B5-SA-H a�APP TA -45.0' SMS Base ring shank nails Glasbase;Flecigias;FIIntlastic Min.15/32-inch plywaod at max 8ase 20;All Weather/Empire Min.1-fnch long,12 ga. 6•inch o.c.at 3-inch lap and binch o.c.In SBS-AA,SBS-TA W 54 24-inch spans Base;Poly SMS Base;Ultre Poly Simplex Metal Cap Nails four,equally spaced,staggered center rows 505-SA-H or APP-TA -52.5 SMS Base Glasbase;Fleziglas;Flintlastic 32 ga.,1-5/8•inch dia.tin W-55 Min.19/32-inch plywood at max Base 20;Poly SMS Base;Ultra caps with 11 ga.annular 8-Inch o.c,at 4-inch lap,and 8-inch o.c.in 505-SA-H SBS-AA,SBS•TA -52.5 241nch spans poly SMS Base ring shank nails three,equally spaced,staggered center rows or APP-TA Glasbase;Fleziglas;Flintlastic 32 ga.,1-5/8-inch dia.tin Min.19/32-Inch plywood at max 8-inch o.[.at 4-inch lap and 8-Inch o.c.In 585-AA,SBS-TA W-56 Z4inch spans Base Z0;Poly SMS Base;Ultra caps with 11 ga.annular uree,equally spaced,staggered center rows SBS-SA-H or APP-TA -60.0 Poly SMS Base ring shank nalli Glasbase;Flezfglas;Flintlastic 32 ga.,1-5/8•inch dia.tin W 57 Min.19/32-Inch plywaod a[max 'Base 20;Poly SMS Base;Ultre caps with 11 ga.annular 6•inch o.c.at 4-inch lap and binch o.c.in SBS-SA•H 585-AA,SBS-TA _82.5 24-inch spans Poly SMS Base ring shank nalls four,equally spaced,staggered center rows or APP-TA EMerior Re earch and Design,LLC,d/b/a Trinity�ERD Evaluatfon Report 3520.03.04-R17 for FL2533-R36 Certiflcate fAuthorization q9503 Revision 17:02/04/2016 Prepared b:Ro6ert Nleminen,PE-59166 �Appendii 1,Page 13 of 58 , J y TRINIlY I ERD TABLE3E-1:WOODDECKS—NEWCONSTRUCTIONoaREROOF(Teaa-OFFJ SVS7EMTYPEE:NON-INSULATED,MECHANICALLYATTACHEDBASESHEET,BONDEDROOFCOVER System Deck BaseSheet RoofCover M�P(psf) No. (See Note 1) Base Fasteners Attach Ply Cap Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/&inch dfa.tfn W 58 Min.19/32-inch plywood at max Base 20;Paly SMS Base;Ultre caps with 11 ga.annular 4-Inch o.c.at 3-inch lap and 4fnch o.c.tn SBS-SA-H SBSAA,SBS-TA _SO5.0 24•inch'spans poly SMS Base ring shank nails faur,equally spaced,staggered center rows or APP-TA CONVFNTION SYSTEMS: Glas6ase;Flexiglas;Flintlastic 32 ga.,1-5/8•inch�dia.8n BP-AA,585-AA, Min.19/32-inch exterlor grade Base 20;All Weather/Empire 9•inch o.c.at 4-inch lap and 12-inch o.c.in SBS-AA,SBS-TA W-59 caps with 11 ga.annular 585-TA or APP- -45.0' plywood at max.24-Inch spans Base;Poly SMS Base;Ultre Poly ring shank nails �'+o,equally spaced,staggered center rows TA or APP-TA SMS Base;Yosemite Glashase;Flexiglas;Flintlastic (Optional)BP- Mln.15/32-Inth eMerior grade 9-inch o.c.at 2-inch lap and 18-Inch o.c.in AA,SBS-AA, S65-AA,SBS-TA W� plywood at max.24-inch spans Base 20;All Weather/Emplre Slmplex MA)Of Cap pyb,equally spaced,staggered center�rows Sa5-TA or APP- or APP-TA -45.0' Base;Poly SMS Base;Yosemite TA W-61 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MNIX Cap 9-inch o.c.at 2-fnch lap and 18-inch o.c.in (Optional)APP- APP TA -45.0• plywood at max.24-inch spans hvo,equally spaced,staggered center rows TA Glasbase;Flexiglas;Flintlastic (Optional)BP- Min.15/32•inch plywood at ma: .Base 2�;All Weather/'Empire Min.1-inch long,12 ga. 6-Inth o.c.at 3-inch lap and binch o.c.In AA,585-AA, SBS-AA,SBS-TA W 6z 24-inch spans Base;Poly SMS Base;UIt2 Poly Simplex Metal Cap Nails four,equally spaced,staggered center rows 585-TA or APP- or APP-TA -52.5 SMS Base;Yosemite ' 7A Min.19 32-inch I Glasbase;Fleztglas;Flintlastic 32 ga.,1-5/8-inch,dia.tin BP-AA,585•AA, / p ywood at max 8-inch o.c.at 4-inch lap and&inch o.c.in SBS-AA,585-TA W-63 ,Base 20;Poly SMS Base;Ultra caps with li ga.annular SBS-TA or APP- -52.5 24-inch spans poty SMS Base;Yosemite ring shank na(Is three,equally spaced,staggered center rows TA or APP-TA 'Glasbase;Flexfglas;Flintlastic (Optional)BP- Mln.15/32-inch exterior grede 9-inch o.c.at 2-Inch lap and 12-Inch o.c.In AA,SBS-AA, SBSAA,585-TA W-64 Base 20;All Weather/Empire Simplez MNO(Cap -52.5 plywood at max.24-inch spans Base;Poly'SMS Base;Yosemite M'o,equally spaced,staggered center rows SBS-TA or APP- or APP-TA TA W-65 Min.15/32-inch eMeriorgrade Flintlastic APP Base T Simplex MNO(Cap 9-inch o.c.a[2-inth lap and 12-Inch o.c.in (Optional)APP- APP-TA -52.5 piywood at max.24-Inch spans two,equally spaced,staggered center rows TA Glasbase;Flexiglas;Filntlastic 32 ga.,1-5/S-inch dia.Un BP-AA,SBS-AA, Min.19/32-inrh plywood at max 8-inch o.c.at4-inch lap and&inch o.c.In SBS-AA,SBS-TA W-� 24-inch spans Base 2D;Poly SMS Base;Uhra caps with 11 ga.annular three,equally spaced,staggered cenier rows SBS-TA or APP- or APP-TA -60.0 Poly SMS Base;Yosemite ring shank nails TA Glasbase;Flexiglas;Flintlastic Cap naiis:1-inch diameter, 0.032-fnch thfck metal wp (Optional)BP- Mln.15/32-inch plywood at max Base Z0;All Weather/Empfre 6-Inch o.t.at 4-inch lap and binch o.c.at five SBS-AA or SBS- W 67 24-inch spans Base;Poly SMS Base;Ultra Paly With 0.120-inch,shank (5)equally spaced,staggered tenter rows '�585-AA or TA •67.5 SMS Base;Nosemite dlameter,annular ring SBS-TA shank nafls. Exterior Re earch and Design,LLG d/b/a Triniry�ERD Evaluation Report 3520.03.04-R17 for FL2533-RS6 Certiflcate (Authorization p9503 Revision 17•02/04/2016 Prepared b:Rohert Nieminen,PE-59166 Appendi%1,Page 14 of 58 L _ T I TRINITY I ERD TABLElE-1:WOODDECKS—NEWCONSTRUCiIONoaREROOF(TEna-OFFJ SYSTEMTYPEE:NON-INSULATED;MECHANICALLYATTACHEDBASESHEET,BONDEDROOFCOVER System Deck Base Sheet Roof Cover MDP s IP fl No. (See Note 1) Base pasteners Attach Ply Cap Glasbase;Flexfgias;Flintlastic 32 ga.,1-5/&inch'dia.tin BP-AA,SBS-AA, Min.19/32•inch plywood at max 6-Inch o.c.at 4-inch lap and 6-inch o.c.in S85-AA,SBS-TA � W-68 Base 20;Poly SMS Base;UI[ra caps with 11 ga.annufar SBS-TA or APP- -82.5 24-inch spans poly SMS Base;Yosemite ring shank nails tour,equally spaced,staggered center rows TA orAPP-TA Glasbase;Flexiglas;Fiintlastfc (Optional)BP- W 69 Min.15/32-inch exterior grade Base 20;All Weather/Empife Simplex MNO(Cap 6-in�h o.c.at 2-inch lap and 6inch o.c.in AA,SBS-AA, SBS-AA,SBS-TA .g0.0 plywood a[max.24-inch spans Base;Poly SMS Base;Yosemite ty+o,equally spaced,staggered cenier rows SBS-TA or APP- or APP-TA TA Min.15/32-inch exterlor grade 6-fnch o.c:at 2-fnch lap and Ginch o.c.In (OptionalJ APP- APP TA _g0.0 W-�� plywood at max.24-inch spans FIIntlastic APP Base T Simplex MNIX Cap �o,equally spaced,staggered center rows TA Glasbase;Flex(glas;Flintlastic 32 ga.,1-5/8-fnch dla.Un BP-AA,585-AA, � MIn.19/32-Inch plywood at max 4-inch o.c.at 3-inch lap and 41nch o.c.in S85•AA,585-TA W-71 Base 20;Poly SMS Base;Ultra caps with 11 ga.annular SBS-TA or APP- -SO5.0 24-inch spans poly SMS Base;Yosemite ring shank nails four,equally spaced,staggered center rows TA or APP-TA Glasbase;Flezfgtas;Flintlastic (Opdonal)BP- W�Z Min.15/32-inch exterior grade Base 20;Ail Weather/Empire Simplez MNIX Cap 6-inch o.c.a[2-inch lap and 6-Inch o.c.in AA,585-AA, 585-AA,SBS-TA _SO5.0 plywood at maz.24-fnch spans Base;P.oly SMS Base;Yosemite three,equally spaced,staggered center rows 5&S-TA or APP- or APP-TA TA W 73 Min.15/32-inch exteriorgrade FlintlasticAPP Base T Simplex MAX)(Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.In (Optional)APP- plywood a[max,24-inch spans three,equally spaced,staggered center rows TA APP-TA •105.0 Exterior Re earch and Design,LLC.d/b/a Trinity�ERD Evaluation Report 3520.03.04-R17 for FL2533-R16 Cer[iflcate f Authorization p9503 Revision 17•02/04/2016 Prepared b:Robert Nfeminen,PE-59166 Appendiz 1,Page 15 of 58 - � v 15�"' �`' ' .. "_ /�� I:4II TWi- v � .`.':�/ .'�. ._--z��; _ �.. . ��>' - l _ . A '�� r . . �� ...` „ :� �1�Of ZC��lyY'll]11S BUILDING PLAN REVIEW COM14rIENTS � j � Contractor/Homeowner: � L. GG6 � � Date Re�ceived: �'" z1�'-'l Site: , �_�� 2J' ��' C�� Permit Type: �Gt!'�'P ��, � Approv d w/no comments: Approved w/the below cornments: O Denied wlthe below comments: O , I I � � i I � i � Th%s co � ent sheet shall be kept with the permit and/ar plans. , � I �'��f� Kalv `tze Ians Examiner Date Contractor and/or Homeowner (Required when comrnents are present)