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Home My WebLink AboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMI __:ZD FOR APPLICATION TO BE ACCEPTED (/ ► / Date: Z 1 SCANNED SC Permit Number.'Ti/ OJM BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 / �/ Phone: (772) 462-1553 Fax: (772)462-15-7A 'Commercial Residential ✓ PERMIT APPLICATION FOR: PR®P_OSED`INPROUEMENT`LOwC'A4TION:. Address: // Legal Description: y-p-L —LA,n,lII41171- -QajdL ! 0 8�Z1. Property Tax ID #: 34 19 - 51+6 - 00 O06 - -1 Lot No. 44 Site Plan Name: L> Block No. Project Name: br' e. Setbacks Front Back: Right Side: LeftSide: DETAILED DESRGR PTION OWORI(._.. 5h\ _�. '' CONSTRUC�TIONINFORMATION; � f ` ' � "" WIN Mona wor to a pe orme under -this permit-c ec all tat apply: _ _Mechanical _Gas Tank \ _ Gas Piping _ Shutters dows/Doors' _ Electric _ Plumbing _ Sprinklers _ Generator Roof Total Sq. Ft of Construction: I 0 O Sq. Ft. of First Floor: Cost of Construction:$ LoSOD,-cc) Utilities: _Sewer _Septic Building Height: �OUVNERJtEESSEE Wine OL \i Name: ame: Address: '('R (Le.r�U-1 �lP. f �r i Conan : t P K .Y: City P r �nAV �n P, e" State: Address ` r•� ..- Zip Code ?j °J. jZ Fax y: 1' City: _ \ O LIZ P 's- �:A ,va State: 'Fax:_ � _ Phone No. Zip Code: �(�� N�{� E-Mail: //A- Phone No. —ip -( �j2 Fill in fee simple Title Holder on next page (if different E-Mail: O i from the Owner listed above) State or County License: If value of construction.is 2500 or more, a RECORDED Notice of Commencement is required. Name:T C Q E- L+1f Address: 6 City: State: 'f�_ Zip: Phone: ydpLo —SEP! FEE SIMPLE TITLE HOLDER: _ Not Name: _ Address: City: Zip: MORTGAGE COMPANY: Name: Address: City: Zip: Phone: BONDING COMPANY: _Not Name: Address: l Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St..Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consul en ttorney before _��T _ ..�.L•.... . nl..Hnu ..F /'nm mnn romcnt bVllllllcllU wan � ,�Yr�a_ __ _..__ Y' � p1} /�f�•� !w �• � � 4nature Sig reof Owner/ Agent/ Lessee of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF lv,or Rtr ✓ COUNTY OF Tjn_V- ` ki The forgoing instrumegt was acknowledged before me The forgoing instruinlant was acknowledged before me this'L�ay of c/l/ot - 20a by this, of INC, 1/ 20_4 by / I ' F. fS 6 l /1 � 7 t ��day t'il� RIK 91(/n <, (Name of person acknowledging) (Name of person acknowledging) ture of Notary Public- State of Florida ) (Si a of Notary Public -State of Florida) Personally Known OR Produced Identification Type of Identification ro uced Personally Known OR Produced Identification Type of Identif tion Pro uced p1��167ERCURI Commission No. .•: "°"a??•. 6 / of Florida Commission No. .,,��,,. �q�gNIMERCURI of Florida , ,,, e Rotary u is -State =' • ' My Comm. Expires May 6, 2016 , . PoEIYo-State RotarY fi, 2016 . +•2 Comm. empires May 59 REVIEWS - F''%%$9L:.`•°p o E I OR PLANS ',�i„•� VEGETA Ttt,,, oP�c Commisel g GROVE COUNTER REVIEW REVIEW REVIEW REVIE R VIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. //LU14 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4015216 OR 13a, ;691 PAGE 2158, Recorded 11/20/2014,' ',10:10 AM —1 I NOTICE OF COMMENCEMENT PIRTfIit No. Tax Foib No.3L% I I-6 -00%$-6oa-7 StamafNmdn CmnN OF St lade f' Thoundaggnad hmbyghmnat[mthmhnplwemmtyAU he madeb [rrtab ml property, and In avmda�vfta apus 73a fkrba YAWM mefaRaNrgln(mmatlm ft"dWln"Nadm fCammearemeRIvoy I OesOtpama oT .(and store[ dd lf4rble): 5 3 N on(1Y1-rs892� CaalmNaesOiptlm orlmprmienmt T?G1r O'Tc �Re- -OCF Ps1,FL- Lendwfft= ,45 Pharc Numbs Und&saddres� d� PmmnswfhlnthRStamofHpdda desWn2wd bjOw upon whwn nadmw mhadnanvattsmay baservedmpmurtledbySectim Haul[[) pp, TRadaasmmw:: Name: PhowNumber: Address Umars NaB¢aspmdded in Phme numbs[ of perwn ar e WraHW&Wdfnaftafmmmenemmnt (thaoggMdmdatemaynabebEfinetlmmm tawnofmnstm�tionandfimlpaymentto Me mimaautm,hWRbelyemfrwethedamofnsmrdrngrmlesadHfomtda Isspedfred) N//¢ WA GMOWNER:ANYPAYMFNiSM BY7TIEOWNERAFTETITHEOIFT MONOFTHEN MOFCOMMENCEME REMoEaEO IMPROM PAYMENT$ UNDER CHAPTER7I3, PARMSECRON 7LI-I%RDRIDASfATWE$ AND CAN RESULTM YOURPAYING7WICE FOR IMAIOWM@RS70YOURPROPEW.ANOTITEOFOOMhIDVCTT4TIRUWBEREMMEDANOPOS=oNTNEJOBSREBEFORETHENRST MSPECrMM IFYOUM MOMOBTAIN HNMCMG, CDMLTWDNYOURLENDER ORANATrORNEYBEFOREOOMMENONG WORROR REODRDING YOUR NODOE OF LOMMENQMFN7. UndRrpenalryoFpe4ury.I tledarematl have ratdtM fpre�ingrmdo•af mnmeiQmerrtmdtlrottbe facwstatetl thewln are Wemtbe bertoF .. mylmvwledgamdhdlet. (s�Dvauawnamlesee/ry elsmtxsee's Autl :m Olfiter/7itedm/Parmv/Nmr)sEr Q{-i�1✓�.e/ VV ThaPme�irrtmtrunm[vmadevmFed2ed beforemethis�dr/af-YVN.R—. 7R.� az BrJAGlS for 7YpeafaudmM/(a&afRQytrasma7 ParlyonbshaBafwhombnbumenvrmexec d Permna0y bmvm_ o, pmdumdIderrt a-s-�--. Typeof IdeNHkg wpmduxd— r;f-h / 10' WM 0*"dh 18. 2010 STATE OF FLORIDA ST. LUCIE OUNTY THIS I O CERTIFY THAT THIS IS TRUE N CORRECT COPY OF T ORIGI A F C RK ap (y Cbyk N0�1 0 2014 Date: r - -- _ ----: --- ' Re: Permit# )411.0 � Planning & DevelopmeL.'_ �,arvices Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or772-462-2172 Fax:772-462-6443 licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential orRoofrng Contractor or any individual certified under468 FS. to make such an inspection. On or about (( I + I did personally inspect the roof deck nailine (Dat work at: (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Manual (Based on SS3.844 F.S-) Signature and Seal eC,- ps&-o/ / License # STATE OF FLORIDA couNTY of Tfnuiam ZZ AZV' Sworn t—o� nd sub scdbed before me this �Q d l� 20 by t'�'tQlS eq/(iM S Who is aersanally 6 own t me or who has produced as ident;Fcatio - Notary Public, State of on Signature of Notary: Commission Number' rlm BRIAN MERCURIida En01/19/2011 Nolary Slate of 612016 Elr0 E 191369 B Property Appraiser - Stlucie C,nty, FL Billie R Easley Record: 1 of 1 Property Identification PROPERTY RECORD CARD "Prev Next» Spec.Assmnt �t%?.0 s� �1. Page 1 of ] s ..ff1l11 t2oo� Taxes Exemptions Permits Home Print F 00 Site Address: See/Town/Range: 151 SE Celeslia Cl 28 :365 :40E ParcellD: 3419-540-0098-000-7 Account* 42775 h Map ID: 34/28N Use Type: SF Res Zoning: RS-4 City/Cnty: Saint Lucie County 7�A Ownership and Mailing Legal Description Owner. Billie R Easley Betty A Easley RIVER PARK -UNIT 5 BLK 45 LOT 44 (MAP 34/28N) (OR 1181-0892) Address: 18470 Kerrville Circle Port Charlotte FL 33948-9530 Sales Information Assessment 2014 Total Land and Building Date Price Code Deed Book/Page 2014 TRIM: 27100 Land Value: 6300 Acres: 0.2 10/26/1998 36000 00 WD 1181 /0892 Assessed: 27100 Building Value: 20800 1/1/1985 36000 00 CV 0454/1644 Ag.Credit: 0 Finished Area: 1031 SgFt 5/1/1971 15500 00 CV 0192 / 1166 Exempt: Taxable: Taxes: 558.95 Exterior Features View: ExtType: HC- -HC- Grade: C--C- StoryHght 0010-1 Story Interior Features Bed Roams: 2 FullBalh: 1 1/2Bath: 0 %A/C: 100 Special Features and Yard Items Type Y/S Qty, DWG- Ddv-Concret Y 1 BUILDING INFORMATION RoofCover. YearBlt: EffYrBIC No.Unils: Electdc: HeatType: HeatFuel: %Heated: Units Qual. Cond. YrBIL 600 AV AV 1959 SD - Dim Shingle RoofStruct: GA - Gable 1959 Frame: - 1959 PrimeWall: BS - CB Stucco 1 SecWall: - MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgH1/Fl: ELEC- Electdc Prm.Flors: CU- Carpet 100 %Sprinkled: 0 Land Information No. Use Type Type Measure Depth 1 0100SF Res 260 -Front Ft 77 115 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/pre.asp?prclid=341954000980007 11/20/2014 T reasure C oast B uilding E ngineeq, Inc. Harvey E. Koel.. _ -` Professional Engineer#32831 Architect#AR0009471 Certified General Contractor 9CGCOZ4776 7205 Elyse Circle P S L Florida 34952-8212 PHONE(772) 466-5509 FAX(772)489-3035 FILE E-MAIL1�k Contractor Ceti Lius Ro=P, 0 b, Owner TrA,Si_E`C Job Address l51 5,bF. fir_ r±4 the LT. BUILT UP (Ao0.41T 5e;54,Nee tA*V,0tT. NEW ROOF_ RE -ROOF)_ RECOVERING_ REPAIR_ AREA BUILT UP ROOF PLAN Date COPY NOTE: • Remove existing roofing to plywood Replace rotten plywood with 19/32 CDX • Re-nallentlre root with gd ring shank nails Ulf ro na Z" long) to trosse f I I I I i I I I I I I I 53i8j1 IZ 0) IDr ASCE 7-10 & FBC 2010 ENCLOSED BLDG .0 SEMI ENCLOSED BLDG OPEN PART -LOW RISE C&C SIMPLIFIED RISK CAT 2/V = aaEXPOSURE-13 f X=I.lp_jKzt =1.0/h=J1/j32 PITCH/MEAN PARAPET ht— / ROOF SYSTEM W 4& NBP�j 1(�54.1 12- ZONE 1 B @ h=30 = X = PSF x 0.6 = -2?� ZONE 2 B @ h=30 = X = PSF x 0.6 = - k+ea•A' a = 3 ZONE B @ h=30 = X = PSFx0.6='%9•g a= MAX DESIGN PRESSURE PER NOA -97.15 \ 1 DECKTYPE 9t-'1V4900 THICKNESS BASE SHEET Vi.ASrc FLift = 0AV NO. OF PLIES I FASUNE-M/BONDING 50 -F APO"-0J4 FASTENER SPACING FOR ANC"OR/BASE SHEET ATTACHMENT: Field - "oc @Lap, § Rows - @_"oc Perimeter. =°oc @Lap, # Rows — @_roc Comer: ="oc@Lap, # Rows=@-_" oc INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL — r NUMBER OF FASTENERS PER INSULATION BOARD: Field — Perimeter Corner PLY SHEET NO. OF PLIES gi.h su r.�x TOP PLY s,�p NO. OF PLIES I SURFACING 61%AdQuV :s DRIPEDGESIZE 9.Y-AX fit^ TYPE OF FASTEN ERSjBON DING TYPE OF.'_'_'.' S/BONDING -SVAX-PrVii:(-glIVG MATERIAL e(e 4& 4,1 z T reasure C oast B wilding E ngineers, Inc. Harvey E. Koehnen Professional Engineer #32831 Architect #AR0009471 Certified General Contractor #CGCO24776 These Tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2[2]9R YtyuPJ--- A{ cK7-le, COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story' Roof > 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zone 3 -69.8 .84.5 -97.7 -102.7 -115.9 Roof > 7 to 27 degrees 'Zone 1 -25.3 - 30.7 - 35.5 -37.2 - 42 27 degrees = 6/12 pitch Zone 2 -44,1 - 53.4 - 61.8 -64.9 - 73.3 Zone 3 -65.1 -78.8 - 91.2 - 95.7 - 108.1 Roof > 27 to 45 degrees Zone 1 - 27.8 -33.7 -40.0 -40.1 -45.2 45 degrees = 12/12 pitch Zone 2 - 32.4 -39.3 -45.4 -47.7 -53.8 Zone -32.4 -39.3 -45.4 -47.7 -53.i3 150 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story*) ( two story*) (one story*) (tv✓o story` Roof> 0 to 7 degrees Zone 1 -24.3 -29.5 -34.1 -35.8 -40.4 7degrees = 1112 /12 pitch Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 Roof> 7 to 27 degrees Zone 1 -22.2 - 26.9 - 31.1 -32.7 - 36.9 27 degrees = 6112 pitch Zone 2 -38.7 - 46.9 -54.2 -56.9 - 64.3 Zone 3 -57.3 - 69.4 - 80.3 -84.3 - 95.2 Roof > 27 to 45 degrees Zone 1 - 24.3 -29.5 -34.1 -35.8 -40.4 45 degrees = 12112 pitch Zone 2 - 28.4 -34.4 -39.8 -41.8 -47.2 Zone 3 - 28.4 -34.4 -39.8 -41.8 -47.2 One story* - one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet If allowed by the Miami Dade N.O.A or Florida Product Approval , any system.that does not meet the minimum components and cladding pressures for the area that the building Is located per this form may require a Florida licensed engineer to revise the fastener spacing it T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Wde FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com rlonda Building lode Unlme Page 1 of 2 � i, � +< �..i`..• �r4 Li I y �'-p ".. i,;, a1.r+ t s-3' .+ r n p x � t-•.'�. w az�e'-a acts Home log In User Regtsbadon HptTopla Business/, ProdProfessional M USER: PuOaUser oval SubMt Suntarye Stats & Fads Pubaatlp Fa0 Stall acts situ Map tint¢ S." �' I� PmduR Approval Menu PmGUR or AooI!,u,n saar > Application Lis t>MplIMU.n Oetan FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1654-R12 Revision 2010 Approved POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (S70) 384-1230 Ext242 jakins@polyglass.com James Akins jakins@polygiass.com Steve Wadding 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (600) 894-4563 laMns@polyglass.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer N Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/08/2015 Validated By John W. Knezevich, PE 9 Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R12 COI Trinity ERD CI - N'e inn 2013 odf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2002 ASTM D6509 2000 FM 4470 1992 FM 4474 2004 http://www.floridabuilding.orgiprlpr_app_dtl.aspx?param=wGEVXQvADgvgqu2wolo2bnF... 111619014 riunua mmumg uoae vnime Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Method 1 Option D O8121/2013 08/26/2013 09/08/2013 10/18/2013 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified Bitumen Roof Systems SBS and APP modified bitumen roof systems Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. FL1654 R12 II Al ER08211BEINAL POLYGLASS MODBIT FL1654- R32.odF Verified By: Robert Nieminen PE59166 Created by Independent Third Party: Yes Evaluation Reports FL1654 R12 AE ER0821I IFINAL POLYGLASS MODBIT FL1654- R12.odf Created by Independent Third Party: Yes 6acA Next contact U :: Ioao North MOhnne Sbout Tallahassee FL 343W Phon • 84o 7-18 4 The State of Florida Is an AA/eao empl.yer. Coovrioht 2Do2-]o13 State Pf Florida :: privacy S3tement•: AaessibaiN Statement:: R 4mn�. tl 4�m nt Under Bold, law, email add. are public records. If you do notwant your e-mail addressreleased in response to a pubhcremrds reeuest, do not send electronic mall m this enbly. Instead, contea the office by phone or by tmdiaonal mall. If you have any pnestons, please rant a Sso,".1395.'Pursuant tp section 455.2]5(1), Florida statutes, eRectw October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emaa address If May have one. The emails pmvided may be used for oflidal mmmunlosul with the Ilcensee. However email addresses are public mmnl. Ifyou do not wish to supply a personal address, please pmvids the Department with an email address which an be Irate available N the public To detemnlne If you are a licensee under chapter 455, FS., please duck berg. Product Approval Accepts: 0 rMEW EA in sccuritvou.nnc. http://www.floridabuilding.org/pr/pr_ape_dt1.aspx?param=wGEVX0wtDgvoou2w0/o2bnF... 1/16/2014 1 -f RINIIY i ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation Bonded Roof Cover 6 16 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation Bonded Top Insulation Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation Bonded Roof Cover 7 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet Bonded Roof Cover 8 1E Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9-11 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 11 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 2B Steel.or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation Bonded Roof Cover 13 " - 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14 3A-1 Concrete New or Reroof (Tear -off) A-1 Bonded Insulation, Bonded Roof Cover 15-18 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 18-19 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 19 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20-21 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22-24 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 25 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover 26 5C CWF New, Reroaf (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 27 SO CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 27 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 27 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 28 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28.29 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 29 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 29 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 30-31 75 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 31 _ The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners, shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-Inch penetration. D Steel: Minimum 0.75-Inch penetration and engage the top Flute of the steel deck. D Concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when Installed with the roof cover. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report 119290.02.08-1110 for FL1654-1112 Revision 10: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 31 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. FA 14. 1 � -f RIIVIIY ERA TABLE 1: POLYGLASS ROOF COVERS Reference BP -AA layer Base Material Polyglass G2 Base, FBC Approved ASTM D4601, Type II Application (Base and Ply sheets, Asphalt -Applied) Ply FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type 11 HA at 20-40 lbs/square SBS-AA Base or Ply Elastobase, Elastobase PDIy, Elastoflex V, Elastoflex 56 (SBS, Asphalt-Applled) Cap Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR, Polyfresko MOP, Polyfresko MOP FR HA at 20-00 lbs/square SBS-TA Base or Ply Elastoflex V, Elastoflex S6 (585, Torch -Applied) Cap Elastoflex V, Elastaflex 56, Elastoflex 56 G, Elastoflex S5 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR, Polyfresko MOP, Polyfresko MOP FR Torch-Applled SBS-SA (SBS, Self Base Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR -Adhering) Cap Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR Self -Adhering APP-TA (APP, Torch Base or Ply Polyglass APP Base, Polyflex, Polybond -Applied) APP-SA (APP, Self -Adhering) Am, _F ta,_ — . __ Cap Cap . . Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polyblanko -_ Torch -Applied Self -Adhering _ ,��y ^PW wea wanngs may oe applieci to the top roof membrane without adverse effect on the system wind load performance. Materials Directory for fire ratings associated with coating usage. > PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Flbrated Roof Coating; D PG300 Fibered Roof Coating or Mule -Hide 102 Flbrated Roof Coating; D PG600 Non-Flbered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating; > PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Flbrated Aluminum Roof Coating; D PG760 White Reflective Roof Coating; D PG80O Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Flbrated; D PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Flbrated; > POlyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Flbrated Aluminum Roof Coating; D Polyplus 65 Premium Filtered Aluminum Roof Coating or Mule -Hide 401 Premium Flbrated Aluminum Roof Coating; > Polybrite 70 White Elastomeric Roof Coating. Refer to current Roofing 15. The following represent priming requirements for gypsum -based coverboards: D DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming Is required for hot -asphalt membrane applications. D SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application. 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a TrinItylERD Certificate of Authorization #9503 Evaluation Report P9290.02.08-R10 for FL1654-1112 Prepared by: Robert Nleminen, PE-59166 Revision 10: 08/21/2013 Appendix 1, Page 3 of 31 - u 1\II TABLE SE: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (See Note 1) Base Sheet Roof Cover Min. 19/32-Inch plywood MDP (PsO Base Fasten Attach Ply Cap W-40 at max. 24-Inch spans attached 6-Inch o.c. with Elastobase or Elastobase Poly 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular ring 6-Inch o.c. in 4-Inch lap and 6- Inch o.c. in four, equally (Optional) One or more BP -AA, SBS- SBS•AA, #8 screws shank nails spaced, staggered center rows AA, SBS-TA or APP- SBS-TA, -112.5 TA APP-TA Min. 19/32-Inch plywood 32 ga., 1-5/8-Inch diameter tin (Optional) One or W-41 at max. 24-Inch spans Elastobase or Elastobase Poly with caps with 11 ga. annular ring 6-Inch O.C. In 4-Inch lap and 6- more SBS-SA (no SBS-SA, attached 6-Inch O.C. with poly top surface shank nails. Note: Tin caps are Inch o.c, in four, equally Elastoflex SA V Base APP-SA, #8 Screws to be primed with PG300 or s aced, staggered P 99ered center rows or Elastoflex SA V FR SBS-TA or -112.5 ASTM D41 primer. Base), SBS-TA or APP-TA APP-TA Min. 15/32-Inch thick OMG #12 Standard Roefgrlp or W_42 exterior grade plywood attached per Code to meet Polyglass APP Base OMG #14 Heavy Duty (min. 1- 5/8-Inch long) with OMG 3" 6-Inch o.c. at 4-Inch lap and 6- pressure requirements. Round Metal Plates or OMG Flat Inch o.c. In five, equally spaced, staggered center rows (Optional) APP-TA APP-TA -120.0 Bottom Metal Plates Min. IS/32-Inch thick OMG 912 Standard Roofgrlp or W_43 exterior grade plywood attached per Code to meet Elastobase (with sand top surface) OMG #14 Heavy Duty (min. 1- 5/8-Inch long) with OMG 3" 6-Inch o.c. at 4-Inch lap and 6- (Optional) BP -AA, SBS-AA, pressure requirements. Round Metal Plates or OMG Flat Inch O.C. In five, equally spaced, staggered center rows SBS-AA, SBS-TA or APP-TA SBS-TA or -120.0 Bottom Metal Plates APP-TA Min. 15/32-Inch thick W-44 exterior grade plywood attached per Code to meet Elastobase (with sand tap surface) Trufast #12 DP or Trufast #14 HD (min. 1-5/8-Inch long) with 6-Inch o.c, at 4-Inch lap and 6- Inch o.c. In five, equally (Optional) BP -AA or Pressure requirements. Trufast 3" Metal Insulation Plates spaced, staggered center rows SBS-AA SBS-AA -120.0 System No. Deck (See Note 1) Min. 19/32-Inch plywood at W-45 max. 24-Inch spans attached 6-Inch O.C. with 8d ring shank nails 1 Min. 15/32-Inch plywood at W-46 Max. 24-Inch spans attached 6-Inch o.c. with #12 screws Min. 15/32-Inch plywood at W-47 max. 24-Inch spans attached 6-Inch o.c. with #12 screws TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER Primer Roof Cover (Optional) PG100 Joint Treatment None Base SA ;Elast Ply Cap MDP (psf) (Optional) SBS-SA, SBS-TA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -90.0 (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into place to create continuous bond. flex SA V or Elastoflex FR Base (Optional) SBS-SA, SBS-TA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -97.5 (Optional) PG300 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into place to create continuous bond. Elastoflex SA V Plus or Elastoflex SA V Plus FR (Optional) SBS-SA, SBS-TA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -135.0 Exterior Research and Design, LLC, d/b/a TrinitylERD Certificate of Authorization #9503 Evaluation Report P9290.02.08-RIO for FL1654-1112 Prepared by: Robert Nleminen, PE-59166 Revision 10: 08/21/2013 Appendix 1, Page 11 of 31