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258 Pine St Shed and porch addition 2014 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SHED PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-SHED-422 Job Type: SHED PERMIT Description: SHED Estimated Value: $15,000-00 Issue Date: 12/16/2014 Expiration Date: 6/14/2015 PROPERTY ADDRESS: Address: 258 PINE ST RE Number: 170553-0000 PROPERTY OWNER: Name: DEL GALLOWAY, CHARLES Address: 912 NW F ST APT 700 GENERAL CONTRACTOR INFORMATION: Name: FLA DESIGN BUILD INC Address: 5 GUANO DR JOHN W ROWAN Phone: - - PERMIT INFORMATION: FEES: PLAN CHECK FEES $62.50 BUILDING PERMIT FEE $125.00 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $191-50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-RADD-421 Job Type: RESIDENTIAL ADDITION Description: porch addition/kitchen bath remodel Estimated Value: $145,000.00 Issue Date: 12/16/2014 Expiration Date: 6/14/2015 PROPERTY ADDRESS: Address: 258 PINE ST RE Number: 170553-0000 PROPERTY OWNER: Name: DEL GALLOWAY, CHARLES Address: 912 NW F ST APT 700 GENERAL CONTRACTOR INFORMATION: Name: FLA DESIGN BUILD INC Address: 5 GUANO DR JOHN W ROWAN Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed oil City Right-of-Way. (Approved: Advanced Disposal, Realco Recycling, Republic Services and Shapell's) FEES: PLAN CHECK FEES $307.50 BUILDING PERMIT FEE $615.00 STATE DCA SURCHARGE $9.23 STATE DBPR SURCHARGE $9.23 Total Payments: $940.96 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERART APPLicATION CITY OF ATLANTIC BEACil y 800 Seminole Road.Atlantic&ich,Fl,32233 FILE COP "' Office(904)247-5826 Fax 247-5845 Job Address: e e Permit Number:-zl- e ey) Legal Description L�-I-,-J-rl 4�- A-ee Valuation of Work$ r Pa r 17z9 'i, q. . ., 1 �4 I-L &40 10 Proposed Work heated/cooled HOn-ileated/cooled Ciass of Work(circle One): New Addition Alteration Repair Move Der-1ition PooUspa windo-,/door Use of existing/proposed structureQ) circleane): Commercial �Ae�sidetiq�r Florida Product Approval 4 �es N/A If an existing structure,is a flre sprin=system instafled?(Circle one): es For multiple products use-Prod-u—ct appro—VaTro-r—m oor a 1�75/7 Describe in derail the type of work,to be Performed: 7-1 o rV 0 rrnation: Illy -2 al-12 i-0,,j A- Name: �.Z"rld3 City �Address: E-Mai StateF j t-,g Phone ------- il or Fax-F(0ptiona1)--__.d 9 Zip Conlr Ile. actor Into rination. Companly Name: )g Address.- 'Qualif-ving Agent: Office P�hone —City—&--/� 110 U'/Job Site/Contact Number -,:.�L-State State CertificatiorvRegistration Zip 6 _z '-Fax# Architect Name&Phone C/2 Engineer's Name&Phone# Fee S im pie Title Bolder Name and Address Bonding Compain Name and Address VK,YQ a Mortgage Lendei -Nam, ,tnd Address ,�PPIicali011 is ilereby made io obtaiij a Permit to do tile work and installations as fadicated. 1,�crto, issitance q4 a Permit'and thal all work will be p thar no wo and void y work is not conwienced elYorined to nzeet the standards ofall 1mrs regulating'c or"nstallation has connn&z work-is,conlfnellcea� I anders 6)Inonths, or P constructio?z or allst'71ctio,' '"f'h�jnrisdic. . ced Prior to the ta ii-orkis sl li TIMAs andAir Colidjylatzer "d th"jsepe"p-ate pernlity fl1j;81 ii, - . ip olz* TllisPermit&�conzes null _V.ele. be securedibr lended at,abaizdonedj-; ?erioel WO,-I,,PIU-bing,S�j,,-- i,&,p'�"�,,16,,nalzths at am,time after 064. urnaces�Boyeis, ffeft,(en, WARNING To OWNER: YOUR FAILURE TO RECORL, A NOT-ICE 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 YOM NOTICE OF COMMENCEMENT. i hereby cerjo,ihai i hawe read wid eft, zh1,ed1hjisqP1npl .1 on a �kllol Wv(if work idEbe compniliq iih 1, rher'se,'cj*1"d I sa-Iobeimeandeorreci e.'L PrOl'&011s alam-wher f&deral. tate spe eein or? '&, M" - ajj�f,ie nting 0Ja Permit adoe;T not presunle to gn, local re a ng co S C the peifio�lnahve oi-catu rilclion. Sioiature Of Olxvner Signature of Contractor Print'Name .. .......... ......... .............((-7 Print Name i&,l '141�� off,, S1A,orn tG and subscr* d this Da) or -Li S3,,-,oni lo and subscribed ':)re th is Day of Notary riTr6w-E�- t- z nan, PuRic �Dm"Tm— mycow"ONIFF091m PF bl�10,2018 -OF!4.FV" BUILDING PERMIT APPLICATION CITY OF ATLANTic BEAca 800 Seminole Road, Atlantic Bnch.FL 32233 Office(904)247-5826 Fax i,904)247-5845 Job Address: Permit Number: Legal Description i�,2-1312 Id I�Mz, Parcel# 1'7e5S,!? 4& oor ea 0 q. t. Sq Ft Valuation of Work 4 /cooled V7 non41cated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa windo-ddoor Use of existing/proposed structure(s)(circle vne): Commercial �Reside tia es If an existing structure,is a fire sprinkler MYstem installed?(Circle one): es No N/A Florida Product Approval 4 For multiple products use produc_tapp`rov—arTo—r—M Describe in detail the tYPe of work to be performed: Property Owner Information: Name: Address. Cit),_ tt7tfa1174_i_1 StaTeF�ZiD IR-1-114 1, 1 -_ . Phone E-Mail or Fax 4(Optional)_. d(;7 Contractor Information: CompanyName: 'x-_Z1q Des/4"7 (L I. �5�11 1,4.1 k' 1, ':;CI-""� QualifVing Agent: Z7C) Ak7 Address: Office Phone CitY State rZ, ip _?2 2e 97Job Site/Contact Number -21a, z State CertificatioruRegistration 9 Fax 9. Architect Name&Phone Engineer's Name&Phone# 0 Fee Sim pie Title Holder Name and Address Bonding Company Name and Address 142 Mortgage Lender Nam,md Address .�pplicatioq is hereby made to obtain a permit to do the work and installations as indicated. i certifi,that no yor.,or installatio j ro ISS11ancl?ofapermit-andthai all work-will bepeiybrinedto meet the standards ofail IMI's re tig' n las . minenced prior tn the and void 0-work-is not commenced within Av(6)months, or if gula it constructiot.,i?zfhiviurisdictiorL Thispermitbeconusnull work-is commenced. 1understand that sepa construction or ii-ork is sus mended or abandonedfor Veriod ofsLy(6)months at ain:time after rate permits miisi be securedfor Elec*lca Work-,plumbitig,Si Tanks andAir Conditioners,etc. �ns, ells.pdols,Fzrrnaces,Bojl6s.AM—, 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. I hereby certifil that i heme read and e- uned this clic onan ,knov i same to be true and correct. .411provisions i co tP1' Opeqfworkirillbe mph lilhi ther ecited ofla-ws-and ordinances governing this ,e 1,cal .�, a em or 1. 1 11ting oj'a permit does not presume to give arhority to violate or cancel the fanj,otherfiede ng C ct e peif;o�mqnce ofconstruction. provisions o ate th S ignature o1r')wner Signature of Contractor I Print Name PrintN r e 64N,_�'Ies. ---------- -------- Sworn d subsc d befo this I Sworn lo and subscribeA before ay of tf Day of c Notary Notar�!Public 0 My GOWIMON I FF 091272 4z rybivary16,2018 511 City of Nirlantic Beach APPLICATION NUMBER Building Departrne�'411 6 be aped by the Building Department.) 800 Serninole Road Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site� http://www.�7,)ab.us Date ro�uuted: LLLk� APPUCATION REVIEW AND TRACKNG FORM -Te-s—-No-] Propertry Address: 21 r,'Lif -,.,nt review required I I d i r�-a Applicant: ou''a nf' Z n n, C' Z 7� I;iiree Ad,':11�, istrattor U lic kJ"_'� \> Project: 14-e--"47.40 PJ ublic V!,-- U Ic Fire S& s. - Review fee $ Dept Signature �4.--ONTRACTOR EMAIL A-0DRESS CONTRACTOR CONTACT * APPMATIOK� STATUS Reviewing DepartmentJ First Review: [VApproved. [:]Den:_ (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewe.d by. Date.- hy TREE ADMIN. Second Review: E]Approved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Revieve�. ElApproved as revised. E]DeniE%r:. Comments: Reviewed by:_ Date: �VISED 09252014 City of Nflantic Beach APPLICATION NUMBER Building Departmest -6 be Wed by the Building Departm 800 Seminole Road ;poq enq Atlantic Beach, Florida 322:33-5445 #Z/ '1i Phone(904)247-5826 - Fax(904) 247-5845 City web-site: http.'flwww.,'.,,.)ab.us )ate routed: APPUCATION REV�EW AND TRAQ,-�MAG FORM Propertry Address: o?�4 J7 De artlYnent review required —Ve—S No uildina n cc, Applican-L aa ZT1ree Adri-,: Jstrabo-r U �ic Project: -129 At 6 t -17-'o n ublic V�,'o 4u;PIC;'; �"ty �ire Ser as, Review fee Dept Signature "!-.-ONTRACTOR EMAIL A--',-)DRESS CONTRACTOR CONTA('.-O APPL�CATIOhl STATUS Reviewing Department First Review: proved. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: 4? Date:- TREE ADMIN. Second Review: []Approved as revised. OlDenied- L LIC WOR Comments� 'C 'OR T W A_tE UBLIC UTILITIE P L C AFE- Reviewed by: U :S FIRE SERVICES Third Revisve� DApproved as revised. OlDenieol. Comments: Reviewed by:_ Date: �VISED 09252014 City of Atlantic Beach APPLICATION NUMBER Building Departrne,-�`A. be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-584/6 City web-site: http://wv�lw-,7,:)ab.us Date ro:ute�d: APPUCATION REVIEW AND TRAC�� JNG FORM Property Address: De arfi nt review�reqq—uired '9 a uildina-�', SC7 49.40 7nni Applican'�: A, n,( - or IreeAdirti,inistra-LOr Project: A'-"47.'6r1 ublic Wo,-k P U b I i c 7a:i�e;f`ly Fire Se1"%'j�'-_,eS Review fee Dept Signature /t<-- �'--.-ONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT # APPLICATIONi STATUS Reviewing Department First Review: Q(Approved. []Den::e, (Circle one.) comments: c04� BUILDING PLANNING & ZONING Reviewed by:__ Date. TREE ADMIN. Second Review: []Approved as revised. 0Denied PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revietvif� DApproved as revised. []Denied. Comments: Reviewed by:_ Date: --VISED 09252014' City of Atlantic Beach APPLICATION NUMBER Building Departrneh-�--i ff d be assigned by the Building Department. 800 Seminole Road 16 ) I Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://wvim.r-,:)ab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Date routed- 3 Property Address: "�l Be ar�rrrjent review required —'lies uildinc, Applicant: n q Z o Tree Adr-ninistrator Project: PU ic Sa-rety Fire Serv;C.es� . Review fee $ Dept Signature 1#4".-ONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT # APPL�CATIOFA\ STATUS Reviewing Department First Review: [9-Approved. [:]Denier! (Circle one.) Comments: PLANNING &ZONING Reviewed by:_ Date. 11-2-0 TREE ADMIN. Second Review: DApproved as revised. nDenie� PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:---- FIRE SERVICES Third Reviave� []Approved as revised. DDenieo. Comments: Reviewed by:_ Date: REVISED 09252014 City of Atlantic Beach APPLICATION NUMBER AW Stoilding DepartrneL-��j. 76 be assigned b Ih B 800 Seminole Road y i e uilding Department.) H-JhtJ - Atlantic Beach, Florida 322:33-5445 2, Phone(904)247-5826 - Fax(904)247-5845 - City web-site: http://wvirw.,,,,:)ab.us .)ate routed: APPLICAT�Ohll REVIEW AND TRAC ING FORM Property Address: :? De aKrnroent review required Yes No !.446 S7- Applican-i- /7 /6 la,nning ?-,Zonin L Tree Adi-n inistratol- Project: 6 ra q C Wor s ublic Utir e �Public�S-,-,4y FF-ireSei- Review fee $ Dept Signature 1CONTRACTOR EMAIL ADDRE&S-i CONTRACTOR CONTACT # APPMATION STATUS Reviewing Department First Review: ^Approved. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: TREE ADMIN. Date:. 1210q Second Revie�lv: []Approved as revised. 1--lDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Revievvl-. []Approved as revised. []DeniE,,, Cornments: Second Reviev,,r []Approved a C t,_, e n Reviewed by:- Date: 'ISED 0925201A City of Adantic Beach B ou i I d i n g D e p a rt m rs-,,,;J. APPLICATION NUMBER 0 e a2sqlged jb�ihe Building Department.) 800 Seminole Road h b Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)24 58451,0 City web-site.- hftp://www.(.oab.us )ate�rrou�ted: a APPUCATIOEV REVWW AND TRACKNNG FORM F'roperty Address: Wic Q ar�Lrhrlent review required Yes No Applicami: lanning Zonin Tree Ad imnistrator Project: c -io.. Z nt w requ onievllag J�red n listrator �s ------- ublic Uflf e .C7 Public 77 y z�ty �s. Fire Ser— as�: Review fee-� D.Pt Signatu4g- \'C"ONTRACTOR EMAIL ADDRESS CONTRACTOR CONTA(e—0-- * APPUCATM STATUS Reviewing Departnierot First Review: proved. (Circle one-IN Comments: OlDenie-11 BUILDING PLANNING &ZONING Reviewed by: —------- Date. TREE ADMIN- Second Review: []Approved as revised. []Denied. Ic WC5 S Comments: WC S BLI TILI E C- 0 m s m m nRe e ,e vi nt &F El Reviewed by:____ Date:--- FIRE SERVICES 0 �u rd P Third ReviGtiy� DApproved as revised. []DeniE?c!,. Corrorric -tent, Comn s: Reviewed by:_ Date: 'ISED 092520144 City of Atlantic Beach APPLICATION NUM 4, BER .'T6 be assigned b 'he Building Department.) Building Departme&,�' 800 Seminole Road Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-5845 -site: http://w"w-.--,:)ab.us i, City web Jate routed. APPLICATION REVIEW AND TRACK�NG FORM Property Address: C:�25-2? aetlnrjdc.i�mt review required Applicanii: E, e,�4 n /6. lanning I ree Adrninistrator c WoiAs Project: ublic Utilifie Public Safety Fire Serv'c.as--:. Review fee $ Dept Signature CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT # APPLICATION STATUS Reviewing Department First Review: pproved. []Denier� (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:_ 71�r(Z Date.— TREE ADMIN. Second Review: []Approved as revised, nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:--- FIRE SERVICES Third Review-. DApproved as revised. F]Deniec,. Comments: Reviewed by:_ Date: REVISED 09252014 CRY of A-Han-ft Beacch Building Depar�men-ii-:l AP.PLICATION NUMBER "tl� 800 Seminole Road 0 be assig d b 'he Building Department.) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site: hftp://www.r-,:)ab.us Date routed: .APPUCATION] REVWW AND TRACKPNG FORM �Plroper-�ry Addre3,is: C�).�X_7p De ar�Lff�/,)nt review re Uired Ye No Appfican'L �6 4-V Ala n n i nr��j `-._ n Tree Adw;� istrator Pf, c 6,,ks blic U t i i Je P blic Safety Fire er Review fee Dept Signature 14C-ONTRACTOR EMAIL A,-,')0RES",_;-- 'C'ONTRACTOR CONTACT APPMAT90H STATUS rtr]t Fi's'mR Reviewing Departraen't First Review: pproved. _]Denie,,' (Circle one.) C o m rn ea n fss : QE!!3 PLANNING &ZONING Reviewed by: zc�— TREE ADMIN. Second Revicpw: ElApproved as revised 7 OlDe d PUBLIC WORKS cornvnen�s: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:--- FIRE SERVICES Third Review-. DAPProved as revised. ElDenied. Cornn-ients: Reviewed by:— Date: 'ISED 092520144 ' ' FILE COPY Comp. By: RLC Date. 11/12/2014 ........... Public Works Department City of Atlantic Beach Permit No: Example Address: 258 Pine Street,Atlantic Beach, FL Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/1 2 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 5,011 ft' Runoff Coefficient Area Lot Area Description (ft) (ft2) I.C., Wtd "C" Impervious 5.011 1.00 0.39 Pervious _036 lc�ul i 0.20 0.12 Runoff Coefficient(C) 0.52 Runoff Volume V= x 5,011 x 9.3 12 V= ft3 Postidevelopment Runoff Volume: Lot Area (A) ()I ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) .1c., Wtd "C" Impervious 2,321 5,011 1.00 0.46 50% Impervious Surface Limt Pervious 2,690 5,011 0.20 0.11 Runoff Coefficient(C) 0.57 Runoff Volume V= 0.57 x x 9.3 12 V= 2,216 ft3 Required Storage Volume DV= Postclevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,216 2,001 DV= 215 ft3 Retention StormwaterCalcs—PineStreet 11/12/2014 Comp. By. RLC Date. 11/12/2014 Usti, Public Works Department City of Atlantic Beach Permit No: Example Address: 258 Pine Street,Atlantic Beach, FIL Provided Storage: Elevation Area Storage (ft) (ft) (ft) 0.0 0 BOTTOM AREAW 0.1 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 BOTTOM AREA'B' 0.1 0 TOB Elevation Area Storage (ft) (ft) (ft) BOTTOM TOB Inground storage=A*d*pf A=Area= d=depth to ESHWT= ESHWT -per geotech if obtained pf= pore factor= 11,13 Inground Storage= 0.0 ft 3 Required Treatment Volume= 2115 ft 3 Supplied Treatment Volume= 0 ft 3 IMPERVIOUS SURFACE ADDED IS LESS THAN 400 S.F. NO ON-SITE STORAGE REQUIRED PER SECTION 24-66b OF THE LAND DEVELOPMENT MANUAL Retention StormwaterCalcs—PineStreet 11/12/2014 --n > w 0 =1 CA -t uq cn I rA =r UQ w cr P CD CD CD �JT cn (-A 3 CD -P. It 5- 4, 'Ji CD-- cl. 0 —.-a CD 91 Trr n� 11 0 CD 0 CD CD CD 7+ o< =r CD CD 0 lo cn ca. ul� P 0 rA "I cr CD I t c 00 >. Qm CA 114" M 10", C) CD Qn CD (-D :3 CD p CA --n CD 5; CD Uq '0 CD C4 n r' CD C'n X- CD rn w ro M TO uq CD C/) -t CD CD CD w pn ft 4) CIO JR, Tpr 9' V� I S o oc -4 C-, (J� 4- w �J 7- 0 1-1 '4 1 �h �j n 7- Qp� �j 7—it �o rri 1 x n cn M > cl 0 T T 0 0 = -1 (-4 CA C) cn u -0 F K Q Q .4 q J- %W. w CD Q 0 SD w UP w o Ln r— �� cn " CD 0. = — B, w CD UQ 0 -1 m CD n f-0 w Rl' CD :Q IC) CD CD m 1� 5., CD :3 rA CD CD cr CD CL fD wl eD CD 0 E3 0 CD .. :z CD CA = 6 CD i-o CD C) ft c cr 0 CD (FQ + al CD CL EL CD > C) co CD CD I=D- tz Ez CD 0 CD CD E;, cr CD CD CL CL 0 CD OD CL CD CD ::r E3 CD I AL- CD M, 0 CL I (D CaD CD CL o r 39 pl, (D (A rA (D CD 14 K CD rn FILE GO F '�b i 4/10/14 12:51 PM Floilgla 9ulWlvj Code Online Business & Professional Regulation Wida Depailmellif Bm H— I Log In I USK RegWetW I Hot Topics 1, Submit Surcharge Stats&Facts Publications FBC Staff eas Site Map unks search Busines Product Approval Professigo", SUSER:Public User Reguiation Product Aporaval Menu>Product or Apt)lication Search>Application List>Application Detail i't�FRCEOFTHE FL# FL15027 i SECRETPRY Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer P11-Dek Address/Phone/Emall 41610 Date Street Ste 104 Murrieta,CA 92562 (951) 834-9550 Ext 109 jeff@plldek.com Authorized Signature Jeff Zember jeff@plldek.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity RADCC,INC. Quality Assurance Contract Expiration Date 12/01/2021 Validated By Raymond F.Tucker,P.E. ,/ Validation Checklist-Hardcopy Received Certificate of Independence FL15027 go Col ICC-ES Certificate of Independenc-e.o f Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507 4110/14 12:51 PM Florida Building Code Online FrbCIUa Aporovai metnoo mernou z uption A Date Submitted 06/16/2012 Date Validated 06/16/2012 Date Pending FBC Approval 06/24/2012 Date Approved 08/07/2012 Summary of Products F_ Description FIL# Model, Number or Name ss fabric reinforced 15027.1 Con-Dek The Con-Dek system is a fibergla cementitious walking deck and roof covering system that consists of fiberglass mat,a liquid polymer resin,polymer- modified cementitious coats,and sealer coats applied directly to a concrete substrate. Installation Instructions L of Use FL15027 go II ICC-ES ESR-2097 Rey lune-2912,12-df =r vied for use in HVHZ: No Verified By: ICC Evaluation Service, LLC Approved f�r use outside HVHZ:Yes Created by Independent Third Party: Impact Resi nt- N/A Evaluation Reports Design Pressure: N/A L ther:This a p proval Is intended for those counties that are FI 15027 RO AE FBQ suoplgment to ESR 2097-o S'fied as 0 1 FI.15027 RQ AE ICC ES ESR-209Z Rgv J ine 2012.o not classified as High Velocity Hurricane Zones(HVHZ).This approval is based on ICC-ES report ESR-2097 and FBC Supplement andIs subject to the limitations published in that report 15027.2 PII-Dek The Pli-Dek system is a walking deck and roof covering system that consists of a plywood substrate covered with expanded metal lath; a polymer-modified cementitious base coat; an optional reinforcing fabric layer; and Intermediate and sealer coats. Installation Instructions Umfts.of Use 027 go II IQC-ES ESR-2 IF Approved for use in HVHZ.No I'Ll Q91_P�L Approve#fbr use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports 2dM=Lta other.This approval is intended for those counties that are ELL02LED-61 FBQ _UE�-2_097& not classified as High Velocity Hurricane Zones(HVHZ).This FL15027 RO AE ICC-ES ESR-ZQ22,2.df approval is based on ICC-ES report ESR-2097 and FBC Supplement and is subject to the limitations published In that report ==111::194a North monrue street.JAUWa=c1I_V_U2 phone&85GAaZ-_1WA rn= The State of llarlda,s an INEEO employer.Copyrigh 2007-2013 State Of F1011da.::EUv1QL2Z11M=&:: EALL1111,5012- -records request,do no,send eleclr�lc Under Florida law,email addresses are public re<ords.11 you do not want your e,mall address released In response to a public mail to Ws entity.instead,contact the office try phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address Ifthey have one.The emalls provided may be used for officlai communication with the licensee.However ernall addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click D&M. Product Approvai AcceptB: FINK 99 M security�t i%-r it icN' go." https:I/www.floridabuild Ing.org/pr/pr�_app_dtI.aspx?pa ram=wGEVXQwtDquS7 3 Fr2ZyiPitzECi WWOhXZTxdoKdabvwWY ICC EVALUATION 4tz�? SERVICE Most Widely AcceptLdand Tiusted IMES Evaluation Report, ESR-2097 FBC Supplement Issued June 1, 2012 This report is subject to renewal on August 1, 2012 www.1cc-es.om- 1 (800)423-6587 1 (562)699-0643 A Subsidiary of the Internafidnal Code Councils DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 18 13—Pedestrian Traffic Coatings REPORT HOLDER. PLI-DEK SYSTEMS,INC. 41610 DATE STREET,SUITE I" MURRIETA,CALIFORNIA 92562 (800)364-0287 www.plidek.com EVALUATION SUBJECT: PLI-DEK AND CON-DEK WALKING DECK AND ROOF COVERING SYSTEMS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems, recognized in ICC-ES master evaluation report ESR-2097,have also been evaluated for compliance with the codes noted below. Applicable code editions: 9 2010 Florida Building Code—Building 0 2010 Florida Building Code—Residential 2.0 CONCLUSIONS The Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2097, comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code— Residential, provided the design and installation are in accordance with the Intemational Building Cod9P (18C) provisions noted in the master report and the following conditions apply: 1. The design wind speeds,V3.,w,for use in Tables I through 3 of the master report must be based on the nominal design speed, Vw. Vw is converted from the strength design speeds, Vun, as alloymd in Section 1609.3.1 of the 2010 Florida Building Code—Building or Section R301.2.1.3 of the 2010 Florida Building Code—Residential, as applicable. Va is determined from Figures 1609A, 1609B and 1609C of the 2010 Florida Building Code—Building and Figure R301.2(4)of the 2010 Florida Building Code—Residential, as applicable. 2. Zones 1,2 and 3 as shown in Table 3 of the master report are as described in Figure 30.4-2A of ASCE 7. 3. Topographic effects,located in any exposure category,must be designed in accordance with Section 26.8 of ASCE 7. Use of the Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems for compliance with the H�gh-Velocity Hurricane Zone provisions of the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential has not been evaluated,and is outside the scope of this supplemental report. For products failing under Florida Rule 9N-3, verification that the report holder's quality assurance program is audi_ by a quality assurance entity approved by the Florida Building Commission for the type of inspections being cond, d is the responsibility of an approved validation entity(or the code official when the report holder does not possess ary"Approyij-0Y.- the Commission). This supplement expires concurrently with the master report reissued on August 1,2010. ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2097 Reissued August 1. 2010 This report is subject to re-examination in two years. 1 (800)423-6587 1 (662)699-0543 A Subsidiary of the International Code Council"-" DIVISION: 07 00 00—THERMAL AND MOISTURE 3.1.1 Materials: PROTECTION Section: 07 18 13—Pedestrian Traffic Coatings 3.1.1.1 Substrate: Exterior-grade plywood must comply with U.S. DOC PS-1 or PS-2 Minimum thickness is REPORT HOLDER: specified in Tables 1 and 2 of this report. PLI-DEK SYSTEMS, INC. 3.1.1.2 Metal Lath: Metal lath must be a minimum 41610 DATE STREET,SUITE 104 2.5-pound-per-square-yard (1.36 kg/m'), hot-dipped MURRIETA,CALIFORNIA 92562 galvanized lath, complying with ASTM C 847. , 7/8_ - (800)364-0287 3.1.1.3 Staples: Staples must be No. 16 gage inch crown (22.2 mm), 5/8-inch-long (15.9 mm), corrosion- resistant staples complying with ASTM F 1667. EVALUATION SUBJECT: 3.1.1.4 Pli-Dek GU-80-1 Gray Base: A proprietary PLI-DEK AND CON-DEK WALKING DECK AND ROOF mixture of portland cement and silica sand packaged in COVERING SYSTEMS 46-pound (20.9 kg) bags that is mixed on-site with the GU-80-1 Liquid Admix. at a ratio of 1 gallon (3.8 L) of 1.0 EVALUATION SCOPE Liquid Admix for each 46-pound (20-9 kg) bag of GU-80-1 Gray Base, in accordance with the manufacturers Compliance with the follovAng codes: instructions. The mixture is used as a component of the 0 2006 International Building Code��(I BC) base coat and inter-mediate coat of Pli-Dek systems. w 2006 International Residential Codet'(IRC) 3.1.1.5 Pli-Dek GU-80-1 Top Coat: A proprietary mixture of portland cement and silica sand packaged in 0 Other Codes(see Section 8.0) 46-pound (20.9 kg) bags that is mixed on-site with the Properties evaluated: GU-80-1 Liquid Admix, at a ratio of 1.25 gallons (4.7 L) of • Durability GU-80-1 Liquid Admix for each 46-pound (20.9 kg) bag of GU-80-1 Top Coat, in accordance with the manufacturers • Wind resistance instructions, The mixture is used as a component of the • Fire classification intermediate coat of Pli-Dek systems and as a component of the third coat of the Con-Dek system. • Fire resistance 3.11,6 Pli-Dek GU-80-1 Custom Top Coat: A 2.0 USES proprietary mixture of partland cement and silica sand The Pli-Dek and Con-Dek systems are walking deck and packaged in 46-pound (20.9 kg) bags that is mixed on-site roof covering systems for use directly over plywood with the GU-80-1 Liquid Admix, at a ratio of 1.25 gallons (Pli-Dek) or concrete (Con-Dek) decks. The systems are (4.7 L) of GU-80-1 Liquid Admix for each 46-pound also used as components of one-hour fire-resistance-rated (20.9 kg) bag of GU-80-1 Custom Top Coat, in accordance roof assemblies as described in Section 4.4. The systems with the manufacturer's instructions. The mixture is used provide a Class A or Class 8 roof covering fire as a component of the intermediate coat and third coat of classification as described in Tables 1, 1 A and 2. the Pli-Dek CF System and as a component of the third 3.0 DESCRIPTION coat of the Con-Dek system. 3A Pli-Dek System: 3.1.1.7 Pli-Dek GU-80-1 Liquid Admix: A polyacrylic emulsion available in 5-gallon (18,9 L) containers, and The Pli-Dek system is a polymer-modified, cernentitious used as a component of the base coat and intermediate walking deck and roof covering system that consists of a coat of Pli-Dek systems and as a component of the third plywood substrate covered with expanded metal lath,- a coat of the Con-Dek system. polymer-modified cementitious base coat; an optional 3.1.1.8 PD Epoxy: A two-part amide epoxy, either clear reinfordng fabric layer; and intermediate and sealer coats. See Section 4.0 and Tables 1 and 2 for recognized system or pigmented, packaged in 1-gallon (3.8 L) containers for configurations and corresponding component on-site mixing in equal parts by volume.The workable time requirements. of the epoxy mixture is 45 minutes, with curing in eight 1CC-F.�Evaluanon Reporn are"otto&e comimadas represenriiWaesthettcsoranj,orlier attributes not specifically addressed norare thq-to he construed Al as an eni9rsement ol-the subject ofthe report or a recommendationfiv its use.There is no warrarto�by ICC EvaluahonService.LLC.arprass or imphei as to ar�yfitulong or other mirter in dus re/,ori,oras toany pr(,&,cr covered by the report. copyright 0 2010 Page I of 6 ESR-2097 I Most Widely Accepted and Trusted Page 2 of 6 hours at 751F(23.8*C).The epoxy is used as a sealer coat fascia or adjuncts must be flashed with minimum No. 26 in the Pli-Dek T system. gage[0.019 inch (0.48 mm)] corrosion-resistant metal, and 3.1.1.9 Pli-Dek GS-88-1: A proprietary water-based caulked, Adequate drainage must be provided in acrylic mixture available in 5-gallon (18.9 Q containers. accordance with the applicable code. Curing time is two hours at 751F (23.81C). The mixture is 4.2.2 Metal Lath: Metal lath must be laid out over the used as a sealer coat for both Pli-Dek and Con-Dek entire substrate surface, with joints overlapping a minimum systems. Of 3/4 inch (19.1 mm).The lath must overlap metal flashings a minimum of 1'12 inches (38 mm). The lath must be 3.1.1.10 Pli-Dek GS-99-1: A proprietary water-based stapled in place with No. 16 gage, 5./8-inch-long-by_7/s-inch- acrylic mixture available in 5-gallon (18.9 L) containers. wide (15.9 mrn by 22.2 mm), corrosion-resistant staples, The mixture is used as a sealer coat for both Pli-Dek and no less than twelve per square foot (129 per m2). The Con-Dek systems. metal lath must be stapled together at the lath lap joints 3.1.1.11 PD Resin: PD Resin is a liquid polymer bonding and where the lath overlaps the seam paper, with staples resin used as an optional coating for the Pli-Dek B and not more than 2 inches(51 mm)apart. Pli-Dek U systems, and as the base and intermediate 4.2.3 Coating Application: One bag of GU-80-1 must be coats for the Con-Dek system, as noted in Table 1 of this mixed with 1 gallon (3.8 Q of GU-80-1 Liquid Admix for report.The resin is supplied in 5-galion(18.9 L)containers. use as the base coat for the systems described in Tables 1 3.1.1.12 Fiberglass Mat: The fiberglass mat must be a and 2. This mixture must be applied at the coverage rate multidirectional chopped strand mat weighing 0.75 ounce noted in Tables 1 and 2 and must be troweled into the per square foot(0.23 kg/m). metal lath in such a manner that all holes and voids are 3.1.1.13 Pli-Dek Seam Paper: Pli-Dek Seam Paper is a filled to full depth and none of the lath or staples is 2-inch-wide (51 mm), water-resistant, reinforced, asphalt- exposed. Under normal working conditions at an ambient laminated Kraft paper material that is used to cover air temperature of 70�F (21.11C), finish coatings can be plywood joints. applied within 24 hours of the base coat application. The intermediate coat and sealer coat must be applied over the 3.1.1.14 Aggregate: Natural sand, pebble or crushed base coat, in accordance with the schedule in Tables I rock, ranging in size from ASTM E 11 No. 60 sieve up to, and 2 of this report. and including,3/0 inch(9.5 mm). An optional fiberglass and resin coating may be applied 3.2 Con-Dek System: over the base coat of systems (contact Pli-Dek for The Con-Dek system is a fiberglass fabric reinforced installations that require this application), as outlined in cementitious walking deck and roof covering system that Footnote 2 of Table 1.The fiberglass mat must be laid over 1 the deck with minimum and maximum overlaps Of 114 and consists of a 0,75-ounce-per-square-foot (0.23 kg/m 1/2 inch (6.4 and 12.7 mm), respectively, and extending to fiberglass mat, a liquid polymer resin, polymer-modified the furthermost edge of the deck. PD Resin must then be cementitious coats, and sealer coats applied directly to a applied over the mat at a rate of 1 gallon per 50 square concrete substrate. See Sections 3.1.1 and 43.2 and feet(0.815 L/m), and must be worked into the mat using a Table 1A for system configuration and component I/2-inch (12.7 mm) nap roller or trovml. After the resin is requirements. allowed to dry for a minimum of eight hours, the surface 3.2.1 Materials: must be checked for any blemishes, air pockets, or 3.2.1.1 Substrate: The concrete substrate must comply bubbles, and for any items than may have become with the applicable code and must have a minimum embedded. Areas containing such items must be cut out and filled with a fiberglass mat and PD Resin as described compressive strength of 2500 psi(17238 kPa). above. Pinholes, if found, must be sealed by applying PD 3.2.1.2 Other Components: The Con-Dek system Resin over the affected area at a rate of 1 gallon per 100 consists of components as described in Sections 3.1.1.5 square feet (0.408 UM2) until the pinholes are sealed. The through 3.1.1.7, 3.1.1.9 through 3.1.1.12, and 3.1.1.14. fiberglass and resin coating must cure for a minimum of two to six hours before application of the other coats 4.0 INSTALLATION required in Tables 1 and 2- 4.1 General: The temperature range for application is a minimum of The Pli-Dek and the Con-Dek systems must be installed 501F (10,C) and a maximum of 1101F (43,C), with ideal by applicators trained and approved by Pli-Delk Systems, conditions being between 601F (15.61C)and 901F (32.2'C) Inc., in accordance with this report, the manufacturers in high humidity-The coatings must not be applied in moist published installation instructions and the applicable code. or inclement weather. Pot life and curing time vary Wth The manufacturers published installation instructions must temperature and humidity. At 70'F (21.1'C), the maximum be available on the jobsite during installation. working life is one hour. 4.2 Pli-Dek System: 4.2.4 Pli-Dek U—Underlayment for Ceramic Tile: The system must be applied in accordance with the schedule in 4.2.1 Preparation of Substrates:The plywood substrate Table 1 of this report. After curing for eight hours at 75�17 must be installed in accordance with the applicable code, (23.8'C), the surface can be used as a backing for exterior and must be clean, dry and free from dirt and other foreign adhered veneer, such as ceramic tiles. applied in material that may prevent adhesion of the base coat, All accordance with the veneer manufacturer's instructions substrate joints must be tongue-and-groove or be blocked and the applicable code. with nominally 2-by-4 wood members. All substrate joints must be gapped 11r, inch (3.2 mm) and covered with 4.2.5 Method of Repair: The damaged area must be Pli-Deck Seam Paper, Aich then must be tacked in place. completely removed,including the base coat and lath. New Seam paper ends must overlap a minimum of 2 inches metal lath must be stapled to the clean, dry substrate, and (51 mm). All valleys, openings, parapets, walls, sliders, the system reapplied as described in Sections 4.2.1 door thresholds, jambs, posts, scuppers, penetrations, through 4.2.4 of this report. If substrate damage occurs, ESR-2097 I Most Widely Accepted and Trusted Page 3 of 6 the retention of the fire-resistance and strength properties 4.5.2 Con-Dek System: When the Con-Dek system is of the system must be investigated. installed as described in Section 4.3 and Table 1A, at a 4.3 Con-Dek System: maximum slope Of '/4 inch per foot (2 percent slope), the system has a Class A roof classification. 4.3.1 Preparation of Substrate: Concrete substrates must be designed and installed in accordance with the 4.6 Wind Resistance: requirements of the applicable code. The concrete surface 4.6.1 Pli-Dek System: must be free of loose particles, fins, ridges, voids or air-entrained holes, curing agents, bond breakers, oil, Installation of the Pli-Dek systems described in Table 1 is grease, dust or any foreign matter which would prevent limited to areas where the maximum basic wind speed, bonding. Control and expansion joints must be installed at mean roof height and exposure comply with Tables 3 stress concentration points to control cracking. The and 4. concrete surface to receive coatings must be roughened Installation of the Pli-Dek systems described in Table 1 by waterlsand/bead/shot blasting, etching or grinding in over 1I.-inch-thick (12.7 mm) plywood and the Pli-Dek accordance with the manufacturer's published installation system described in Table 2 is limited to areas where the instructions. maximum basic wind speed, mean roof height and The concrete surface must be sloped to a minimum of exposure are as described in Footnote 1 of Table 1 and /4:12 for proper drainage in accordance with the Footnote 4 of Table 2. requirements of the applicable code, The concrete surface must be property cured prior to installation. Flashing must 4.6.2 Con-Dek System: be provided in accordance with the applicable code. The wind uplift resistance of the Con-Dek walking deck 4.3.2 Con-Dek Application: The fiberglass mat must be and roof covering system is limited to the vond uplift laid over the substrate with minimum and maximum capacity of the concrete substrate on which the system is overlaps of 114 and '/2 inch (6.4 and 12.7 mm),respectively, installed. and extend to the furthermost edge of the deck- PID Resin 5.0 CONDITIONS OF USE must then be applied over the mat at a rate of 50 square feet per gallon (1.23 M2/Q, and must be worked into the The Pli-Dek and Con-Dek Walking Deck and Roof mat using a 112-inch (12.7 mm) nap roller or trowel- After Covedng Systems described in this report comply with, or the resin is allowed to dry for a minimum of eight hours,the are suitable alternatives to what is specified in, those surface is inspected and prepared for a second coat of PD codes listed in Section 1.0 of this report, subject to the Resin at a rate of approximately 100 square feet per gallon following conditions: (2.46 M2/Q. The fiberglass and resin coating must cure for a minimum of two to six hours before application of the 5.1 The systems must be installed by applicators trained third and sealer coats noted in Table 1 A. and approved by Pli-Dek Systems. Inc.. in accordance with this report, the manufacturer's The desired third coat (GU-80-1 Top Coat or Custom published installation instructions and the applicable Coat mixed with the GU-80-1 Liquid Admix) is applied, and code. If there is a conflict between the manufacturer's the finished product is sealed with either the GS-88-1 or published installation instructions and this report, this GS-99-1. report governs. The temperature range for application is a minimum of 5.2 Installation of the Pli-Dek systems must be limited to 501(10,C) and a maximum of 1101F (431C), with ideal use in areas where the wind speed does not exceed conditions being between 601F (15.61C)and 901F(32.2'C) what is specified in Section 4.6.1.The plywood and its in high humidity.The coatings must not be_applied in moist attachment to support framing must be adequate to or inclement weather. Pot life and curing time vary with resist the required wind load. temperature and humidity. At 701F (2 1.1 1C), the maximum working life is one hour. 5.3 The concrete substrate on which the Con-Dek system 4.4 One-hour Fire-resistance-irated Construction: is installed must be designed to resist the design wind 4.4.1 Pli-Dek System: Pli-Dek systems identified in pressures of the applicable code, Table 1, having a minimum base coat thickness Of 3116 inch 5.4 The products are manufactured for Pli-Dek Systems, �4.8 mm) and installed in accordance with this report over Inc. at manufacturing locations identified in the 18-inch-thick (15.9 mm) exterior-grade plywood, with approved quality manual, under a quality control minimum 2-by-8 solid sawn lumber joists spaced at program with inspections by RADCO(AA-650) 16 inches('406 mm)on center, and with all substrate joints 6.0 EVIDENCE SUBMITTED blocked. or tong ue-and-groove exterior-grade plywood, may be substituted for the double wood floor described in 6.1 Data in accordance with the ICC-ES Acceptance Assembly 13 of IBC Table 720.1(3). When installation is Criteria for Walking Decks (AC39), dated February over 2-by-8 joists, the design bending stress assigned to 2010. the joists must be limited to 78 percent of the code- 6.2 Report of small-scale fire tests in accordance with prescribed design values. ASTM E 119� 4.4.2 Con-Delk System: When the Con-Dek system is installed, as described in Section 4.3, over a concrete roof 6.3 Report of wind uplift testing in accordance with with a one-hour fire-rated resistance per IBC Table 720.1 Factory Mutual 1-52 for the Pli-Dek system. (3), the Con-Dek system will not change the rating of the 7.0 IDENTIFICATION assembly. Each component container is identified with a permanent 4.5 Roof Covering Fire Classification: label bearing the report holders name (Pli-Dek Systems. 4.5.1 Pli-Dek System:When installation is in accordance Inc.) and address, the product designation,the lot number, with this report. the assemblies have the fire classifications the name of the inspection agency (RADCO) and the noted in Tables 1 and 2. evaluation report number (ESR-2097). The label includes ESR-2097 I Most Widely AE2!pted and�ni�ed Page 4 of 6 the one-year shelf life and the date of manufacture. Rolls 0 4.4.1 Pli-Dek System: Pli-Dek systems identified in of Pli-Dek Seam Paper are identified Wth the product Table 1, having a minimum base-coat thickness of name (PD Seam Paper) and the Pli-Dek Systems, '/16 inch (4.8 mm)and installed in accordance with this Inc,name- report over 5/8-inch-thick (15.9 mm) extenor-grade plywood, with minimum 2-by-8 solid sawn lumber 8.0 OTHER CODES joists spaced at 16 inches (406 mm) on center, and In addition to the codes referenced in Section 1.0, the with all substrate joints blocked, or tong ue-a nd-groove products described in this report were evaluated for exterior-grade plywood, may be substituted for the compliance with the requirements of the 1997 Uniforrn double wood floor described in Assembly 13 of USC Building CodeTM (UBC). The products comply with the Table 7-G. When installation is over 2-by-8 joists, the (UBC) as descriibed in Sections 2.0 through 7.0, but with design bending stress assigned to the joists must be revisions to Sections 3.1.1.1,4.4.1 and 6.2 as follows: limited to 78 percent of the code-prescribed design 3.1.1.1 Substrate: Extenor-grade plywood must values. ordance with comply with UBC Standard 23-2 or 23-3. Minimum 6.2 Report of small-scale fire tests in acc. thickness is specified in Tables 1 and 2 of this report. UBC Standard 7-1. ESR-2097 I Most Widely Accepted and Trusted Page 5 of 6 TABLE I—PLI-DEK CLASS A WALKING DECK AND ROOF COVERING SYSTEMS"" MINIMUM MAXIMUM INTERMEDIATE BASE COAT SYSTEM SUBSTRATE' DECK BASE COAT COAT THIRD COAT SEALER COAT THICKNESS SLOPE (inch) GU-8D-1 Gray Base GU-80-1 Top Pli-Dek K— /,-inch-thick applied at 30 sq ft.per Coat applied at — GS--88-1 applied at Knock Down plywood 4i 12 bag mixture 100 sq,ft per 100 sq ft.per gal I bag mixture GU-80-1 Gray Base GU-80-1 Too Pli-Dek S— Coat applied at — GS-88-1 applied at Smooth plywood 12 applied at 30 sq ft per 110 sq�ft per 100 sq.ft.per gal. bag mixture bag mixture GU-80-1 Gray Base applied at 100 sq.ft.per Pli-Dek C— �/,-inch-thiclk GU-80-1 Gray Base bag mixture,with GS-BB-1 applied at Polyacrylic Sand plywood 12 applied at 30 sq.ft per No. 16 silica sand — 100 sq,ft,per gal. 116 bag mixture broadcast over the entire area at 100 lbs. per 300 sq,ft GU-80-1 Custom GU-80-1 Pli-Dek CF— 5la-inch-thick GU-80-1 Gray Base Top Coat applied Custom Top GS-99-1 applied at 3/1, Custom Finish plywood 12 applied at 30 sq,ft,per at 120 sq.ft. per Coat applied at 200 sq ft.per gal. bag mixture bag mixture 150 sq.ft.per bag mixture PD Resin applied at 75 sq ft. per gallon with No. GU-80-1 Gray Base 16 silica sand GS-88-1 applied at Pli-Dek B— 13-inch-thick 12 applied at 30 sq,ft.per broadcast over 100 sq.ft.per gal. Sand Finish plywood bag mixture the entire area at 1 GO lbs.per 300 sq�ft 1011-Dek U— 1,inch-thick GU-80-1 Gray Base PD Resin applied underlayment -plywood 12 applied at 30 sq.ft-per at 100 sq.ft. per for Ceramic Tile bag mixture gal For SI: 1 inch=25.4 mm, 1 f12=0,0920 M2, 1 gallon=3.785 L. 1 pound=0.45 kg. 'When applied over'/,,inch-thick plywood at any slope,systems provide a Class B roof covering fire classification and are limited to areas subject to a maximum 3-second-gust basic wind speed of 100 mph(161 km/h)under the IBC and IRC,or a maximum basic wind speed of 80 mph(129 km[h)under the UBC,on structures a maximum of 40 feet(12192 mm)in height in Exposure 6 areas. 20ptional fiberglass mat and resin coating may be applied over the base coat as described in Section 4 Z3 of this report- 'Minimum slope is'/,12. 4 Substrate thickness is minimum thickness TABLE IA—CON-DEK CLASS A WALKING DECK AND ROOF COVERING SYSTEM' MAXIMUM INTERMEDIATE SYSTEM SUBSTRATE DECK BASE COAT COAT THIRD COAT SEALER COAT SLOPE GU-80-1 Top Coat applied at GS-88-1 applied at 175 sq ft.per bag PD Resin applied to PD Resin applied 100 sq,ft.per gal.or rn�xture or --c-99-1 applied at Con-Dek System concrete V,12 oz.fiberglass mat at a at 100 sq.ft, Custom Top Coat 200 sq.ft.per gal. rate of 50 sq.ft per gal per gal applied at 175 sq,ft, per bag mixture I For SI: I inch=25.4 mm, 1 fC 0.0920 rn�, I gallon=3.7851. Unimurn slope is'/,12 'Concrete substrate must comply with the applicable code and have a minimum compressive strength of 2500 psi(17238 kPa). ESR-2097 I Most Widely Accepted and Trusted Page 6 of 6 TABLE 2—PLI-DEK CLASS B WALKING DECK AND ROOF COVERING SYSTEM"' SEALER MINIMUM SYSTEM SUBSTRATE' MAXIMUM BASE INTERMEDIATE DECK COAT COAT COAT BASE COAT SLOPE THICKNESS (inch) '/4 gallon of PD Epoxy GU-80-1 Gray Base PD Resin thoroughly mixed with PLI-DEK T—Troweled 112-inch-thick 512 applied at 35 sq.ft applied at 80 sq 100 lbs.,of selected 16 aggregate-and troweled Pebbles and Epoxy plywood per bag mixture ft.per gal. over a 30-square-foot area For SI: 1 inch=25.4 mm, 1 square foot 0 0920 m2, I gallon=3 785 L,1 pound=0.45 Kg. 'Minimum slope is 1/4 12 'Aggregate is specified in Section 3.1.1.14 of this report. 'Substrate thickness iss minimum thickness 4 Installation is limited to areas subject to a maximum 3-second-gust basic wind speed of 100 mph(161 km1h)under the IBC and IRC,or a maximum basic wind speed of 80 mph(129 krrVh)under the UBC,on structures a maximum of 40 feet(12192 mm)in height in Exposure B areas. TABLE 3—MAXIMUM ALLOWABLE BASIC WIND SPEED FOR PLI-DEK SYSTEMS UNDER THE IBC AND IRC MEAN ROOF Zone 1 Zone 2 Zone 3 HEIGHT OF BUILDING Exposure B Exposure B Exposure C — Tx-l;�r—,ureC (feet) V3— V,� V3— V,— V3.— va� -- 120 110 0-15 170 1110 150 140 20 170 170 150 130 120 100 30 170 160 150 130 120 100 40 170 150 150 120 110 100 60 170 140 140 120 110 90 For SI: I ft=304 8 mm.1 ft2=92 903 mm2, 1 mph=1,6 kph 'The values are based on roofs with slopes not exceeding 7 degrees from horizontal,and the following conditions 1 1.0 GC, 2.8 for Zone 3(with or without overhang, 10-square-foot effective VAnd area) GC, 1.8 for Zone 2(with or without overhangi 1 0-square-foot effective wind area) GC� 1.0 for Zone 1(without overhang, 10-square-foot effective wind area) GC� '/-0,18 V3-. Wind speed,3-second gust IBC Figure 16W IRC Figure R301.2(4) 2Zones 1,2 and 3 are as described in Figure 6-116 of ASCE 7(IBC)and IRC Figure R301.1(7) 3'ropographic effects,located in any exposure category,must be designed in accordance with Section 6.5.7 of ASCE 7(IBC)or IRC Section R30121 4,as applicable, Wrid speed in miles/hour TABLE 4—MAXIMUM ALLOWABLE BASIC WIND SPEED FOR PLI-DEK SYSTEMS UNDER THE UBC 11 2 MEAN ROOF IN AREA OF DISCONTINUITIES' IN AREA OF DISCONTINUITIES' HEIGHT OF BUILDING Exposure B Exposure C Exposure B Exposure C (feet) Vm Vf. vf� vf� 0-15 110 90 110 110 20 110 90 110 110 30 110 90 110 100 40 100 80 110 100 60 1 100 80 110 100 For SI: 1 ft=304.8 mm 1 mph=1,6 kph. 'Use in areas with overhangs is outside the scope of this report. 'Vr,,=Wind speed,in miles per hour,based on fastest mile �'Th.e values are based on an Importance Factor, 1W=1.0.a Cq Factor=2.6 per UBC Table 16-H,and UBG Figure 16-1. 4 The values are based on an Importance Factor,1,v.=1.0,a C.Factor=1.8 per UBC Tabie 16-H,and UBC Figure 16-1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 9 ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-ELEC-1 17 Job Type: ELECTRIC ONLY Description: switches smke dtectors Estimated Value: Issue Date: 1/15/2015 Expiration Date: 7/14/2015 PROPERTY ADDRESS: Address: 258 PINE ST RE Number: 170553-0000 PROPERTY OWNER: Name: DEL GALLOWAY, CHARLES Address: 912 NW F ST APT 700 GENERAL CONTRACTOR INFORMATION: Name: BILL THOMPSON ELECTRIC CO, INC Address: 49 WEST 7TH ST QA WILLIAM R. THOMPSON, IV Phone: FEES: State Elec DBPR Surcharge $2.00 State Elec DCA Surcharge $2.00 Wired Smoke Detectors $10.00 Switch Outlets $101.40 Total Payments: $115.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, Fl, 32233 Ph (90 - 826 Fax (904)247-5845 JOB ADDRESS:. PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK S NEWSERVICE El Overhead El Underground Underground up Pole rl-Residential(Main)Service !10-100 amps 71101-150amps 7.151-200amps amps #of Meters F-1 Commercial(Main) Service EO-100 amps F_-10 1-I 50amps --I 151-200amps amps 1.CT Service amps Conductor Type Size F-Multi-Family(Main)Service ,�0-100 amps _1101-150amps L 151-200amps L amps #of Unit Meters :]Temporary Pole '__j amps SERVICE UPGRADE L7 amps _7 CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) F-100\amps L 150amps _200amps L_amps �JCT Service amps ADDITIONS,REMODELS,UPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: _Ll_d' 0-30amps 31-100amps 10 1-200amps Appliances: Z_ 0-30amps 1-100amps _101-200amps A/C Circuits: 0-60amps 6 1-1 00amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS E Swimming Pool 71 Sign �5�moke Detectors�CQty ',.7 Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty_volts/amps VALUE OF WORKS REPAIRSIMISCELLANEOUS 7-Replace Bumt/Damaged,Meter Can Safety Inspection (��ne�I�Change _-1 OH to UG Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Aid Phone Number Electrical Company Bill Thompson Electric Co.IN(, Office Phone P.O.Box 330150 Co.Address: AtInnfic&gch'F1 3iija City State—Zip License Holder(Print): IWZA z&Lt�' �'C-'4q Certification/Registration# Notarized Signature of License Holder 'OF urWNS day f V0 at' '7� t."P ::� ryZ go NOWY PAW*Vef fa Shitiey L Graham nim . nFF086990 S. A&Zature of ta my Co. Expl(MG