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258 Pine St - Res Addition Permit 14-Radd-421 �� \s� 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 on 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. , CITY OF ATLANTIC BEACH y j 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 \III`� Description: SHED G 1 Estimated Value: $15,000.00 Issue Date: 12/16/2014 /7 ( , €� Expiration Date: 6/14/2015 SLi v ';ir''�i illy 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: $191.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION V' '• CITY OF ATLANTIC BEACH , FILE cepv , c,. 800 Seminole Road;Atlantic Beach,FL 32233 ti ' Office(904)247-5826 Fax 1904)247-5845 • �"'"�°"'" ''"' '� Job Address: S % • / ' /5-12213 Pernw Number: %s/- /2a_ _ y2L Legal Description 4o7L / ,,c ow /)�. i erg r a2/�; • . Parcell_:.= /r7D$-S1?-0000 Valuation of Work$ oop • ea o q. t. �00 d Proposed Work heated/cooled/gs` o t -- � _ non-heated/cooled 3�-`7 Class of Work(circle one): New Addition Alteration Repair Move Der..;'litionooUs pa Use of existing/proposed structure(s)(circle bine): Commercial esidentia -. p �vindo^•tdoor If an existing structure,is a fire sprinllcier system installed?(Circle one): Yes N/A Florida Product Approval For multiple products use proact approva din -i— .in detail the type of work to be performed: .nfnn�f j illi, i n I7 :�, — - • c� 1 Dl"cd� en s t_ t . Pronert5/UwLner information R42"W / ‘42.$4-•-�-, • 'hi - cL;?�/na/.S`f� •. Name: CM/--/2S �' ' s� J f`��c7iLc /•i°/ r�Cc/0 •Wet[/ _Address: . 5— ?, T City A& . _ a State fL Zip.��-33 Phone t f?r� A p • E-Mail or Fax#(Optional) 0 A , " Contractor Information: Company Name: �L DesiG4 %!� L�rr Address: 'S' Lt' Qualifying Agent: c..t U , : <-r �p���� Office Phone IS SJ A. /o�^S = lei City_tee ry ,(�. � State in�S -•7 '7Job Site/Contact Number �-_ _Zip �Z f� 1 State Certification/Registration# j. ' . j � 4 raY# Architect Name&Phone# �- ^ nIa Engineer's Name&Phone>< _ Fee Simple Title Holder Name and Address 'a i•-/ � ". ___ � 0- UT��: 9t� . e: :., 'ecctl Bonding Company Name and Address Mortgage Lender Nam::,And Address ' ! t t� �•a� 3 .dpplication is hereby made to obtain a permit to do the work and installations as indicated I certnj•that no wo. or installation has commenced•rior to the issuance ata permit mid that all work will be petyornred to meet the standards qt.all latus regulating constructiar r this jurisdiction. This permit becomes null and void tf work is not commenced within sir(6)months,or(icons/ruction or work is suspended or abandoned�;,r, period of* [6)months at any time after wank is cand Air on f understand that separate permits must be secured jot Electrical-i{rork,Plutnbin Sign, Tanks acomm Conditioners,etc 8, $ elle,Pools,Furnaces,Boilers.Heaters, d WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR.IMPROVEME TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN NTS YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGOUR NOTICE OF COMMENCEMENT. I hereby cert•that I have read mid es tined this plic on an limy h same to be true and correct .-t/1 provisions of laws and ordinances (vie,�ivotk will ne complied ith w�ethersoeci ted (vieprovOf n p� ifein ort . t ranting ofa permit does not resume to /atgoverningalt/tis Jany other federal. .tate local law re g atfngc srtctP gyve ar,horrh•to violate or ccrnce!the j I the performance of-construction. Miniature of Owner f /........___ ` '! t t t'T -_11 Signature of Contractor l� Print Name ^r % - f/E'3 -f '== zoic. Print Name -( �'1 Sworn t�and SUbSC -41-d bef0 .-„ t,»tnannn,.,, __ SIV ^:.._ (it[/�y� _...._._ this- , Dai of a-L ki. g yty'/; J Sworno and subscrib 'ire _-���• -i► _/� _ .. this y o f !y� _ F Do T .t-� ' '0 / Notary •` "'-— 2 w:�, .Q ^ �y; • "' cn r i, - Notary •u• tc mat �, O J : �7tlDflt EE6--— ¢eS'� / u� Q * '(�.a «MY COMMISSION t FF 09129 �� t' t. �, t . tebtaary 10.2018 ' �1i ._- •�i rjq cFF� to udgc° o�ry rli.es :0841111t't, .. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Bench,FL 32233 • Office(904)247-5826 Fax 2904)247-5845 Job Address:dYS /dine S ei-- , /n 4t t? ,1.. 13 Permit Number: /7 Legal Description 4o�. /7 5 q4 _-)4e r p Parcel# /?D 5S-3—ODG1) Valuation of Work$ Floor Area of Sq.Ft, Sq.Ft /� d 0 0 _ Proposed Work heated/cooled/BS`7 non-heated/cooled 34/7 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa windo'"idoor Use of existing/proposed structure(s)(circle ane): Commercial t eside tia If an existing structure ,is a fire sprinkler system installed?(Circle one): 'es o N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: l , �), ife€ S� , j �t,�,/dux ' a - -- — Property OwnerL" Information: ' Name: C/1y'feS / / � a (f Address: ,�,�� �' ,S` . City_ /}y�fe ii 1R.e,c StateEkZip 3?J-13 Phone �f1P � E-Mail or Fax#(Optional) Ut'/„ //ot Contractor Information: Company,Name: / L/9 Des 12 &l� SRC- QualifyingA ent: —)•-- Address: /57 J / g v� /I/7 ��Lti�ir 2l/J trSS Corimps my City for fp ret, , Office Phone CJD Y_ t1J '—'?0 S7Job Site/Contact Number s State F�. Zip �Z t.45'2State Certification/Registration# CRC'0'1V? yt?���T9—�d8� Fax# n�a Architect Name&Phone# Engineer's Name&Phone# /-•u ea.5 Q 4:,"71T-End Fee Simple Title Holder Name and Address �rn �n� �9D , i- - 0—al* `/� Bonding Company Name and Address .ha fries- bo "�°� 01-5-6) �/t< sem'Pef /Yf1r � r [/ Mortgage Lender Nam;..and Address t FL• s'Za3 7 .-Ipplicwtion is hereby made to obtain a �l Issuance of a permit and that all work will permit elperfado thed to n eel installations drds of all lawst regulating constructioninin or thijurisdiction.icommenced s permitrbecomes prio the and void tf work is not commenced within six(6)months,or(f construction or work is sus ended or abandned for a period of six(6)mos aaime null work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. 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 YOIJR� NOTICE OF COMMENCEMENT. I herebycertify that/have read and ex ined this plic on a know -same to be true and correct. All rype ofworkwill be complied ith w ether specified ein orf�iirrpptt ntiprovisions iv laws and ordinaolat governing this provisions ofany other federal, tate r local law re a co str�tct. the et of a permit does not presume to give ority to violate or cancel the 11 performance ofconstruction. • Signature or`lwner C//c (L i \/ \-.) - 1) - Signature of Contractor •L--- Print Name 6:�+r lis �_ ��, . �'`/ ______41___ . Imo_ -N_._.._ Print Name s. 0 4j- C(VdY7 Sworn tq and subsc '.-d befo5 4, •` 4, this ! Day of g bty, Sworn o and subscrib'e`fore mp ,•�►• -.� ' --, 0,I this Day of �' U t ct }" .20 / Notary . �–— c„.„: t s.LfQ n MMON I FF OWN = r s m Notary Pu is / t°`;�YN ,S1DRN51E'E6 uI ci ��. ***mama' a�y 10 2018 '$ 9 • •:c ''�0occ� BuAgetllaCaySarixs • City of Atlantic Beach APPLICATION NUMBER BuiilO:ing Department o be assigned b the Building Department.) ' 800 Seminole Road '/ Atlantic Beach, Florida 32233 5445 /7 " Nj bD • y Z Phone(904)247-5826 • Fax(904)247-5845 City web-site: http://www.coab.us iO 71 !. Date routed: ii Mr/ APPLICATI1ON REVIEW AND TRACVING FORM •Property .;,ddress: 02� 0 7/1L 7' Departr . nt review required Yes No uildma Applicant: f/i. 7r19,1rki?c/ nr! TreeAd istratorProject: / /kOdL '' IJ 'D r) blit kr' y� U lic ety Fire Se s,•.:..------ Review fee $ Dept Signature CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT APPLOCATI BON STATUS Reviewing Department First Review: Approved. I jDenie ---- f (Circle one.) Comments: BUILDING PLANNING &ZONING _ Reviewed by: A(Zs Date: /� r' �Y TREE ADMIN. Second Review: ElApproved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revievi. nApproved as revised. I (Denied. Comments: Reviewed by: _i Date: :VISED 09252014 City of AtlanticBeach APPLICA I I©N NUIUI3ER �t�i9dlin ( epa-tmecs`: -6 be assigned b the Building Department.) s 800 Seminole Road /,/� RNA Z t l`, Atlantic Beach, Florida 37_2:33 5445 - `� rC Phone(904)247-5826 - Fax(904)247-5845 Q City web-site: http://www.coab.us Ja routed: 4 3 / APPLICATION REVEW AND TRACkEING FO.1b,M Property ' ddress: ?.c0 ?mt. =J7 ' Dgpar ment review required Yes No Iki? I/LApplicant: 1 �i�! /I d Gc2, : ZIinZ , / Tree Adr iistrator Project. / ikOdL - c , io ii gtibliclIVo u is i ?ty_ L. _ Fire Sera; 3s'. .....:. Review fee $ 02‹ _ Dept Signature CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT APPLICATION STATUS — Reviewing Department First Review: Qpproved. I (Denier (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 1---1 --1 TREE ADMIN. Second Review: A roved as revised. Pp I Denied. LIC WOR .. Comments: 'UBLIC UTILITIE — —/ PU:L C AFE- Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. I (Denied. Comments: Reviewed by: Date: EVISED 09252014 City of Atlantic Beach APPLICATION NUMBER B�liding Depa me To be assigned b the Building Department.) 41 -r '' 800 Seminole Road , - –• • Atlantic Beach, Florida 322:33-5445 Q ?/' �7/ /��� +++Z� Phone(904)247-5826 • Fax(904)247-584 City web-site: http://www.coab.us I! _Date routed: ii 3 / APPUCAT O + REVIEW A''' D TRAC NG FO Property Addrees: 02.6-i ni „Cr Depart rot review required Yes No 1 uildinQr Appiicant: 1/t. � 7n _ /e-d _ ': f I ree Adrninistrator Project: / rG/1C o a L - .o 6biic Wor� U IC afetyy Fire Services ,. - Review fee $ a S Dept Signature /e-C_ CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTAC-_-' APPLiC^TiON STATUS -- Reviewing Department First Review: rAApproved. I IDenie, --- - - — (Circle one.) Comments: P— aA4 BUILDING PLANNING &ZONING Reviewed by: _ Date: TREE ADMIN. Second Review: nApproved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _ Date: FIRE SERVICES Third Review: I (Approved as revised. nDenied. Comments: Reviewed by: _ Date: EVISED 09252014 City or Attiantic Beach APPLICATION NUMBER li onalding Depa avoecs I e Z ;To be assigned by the Building Department.) ' ' 800 Seminole Road /,/_ kid �� Atlantic Beach,Florida 322:33-5445 rC Ar Phone(904)247-5826 - Fax(904)247-5845 + j `7City web-site: http://www.coab.us � Date routed: 4 3 / APPLICATION REVIEW AND Tti,t.CKING FS ,;:i , Property Address: p2.c0Q -.?/n .Sr Department review required Yes No I euildinV Applicant: i �i - /) I tic "ne <<;. J / Tree Administrator Project: / f/3L D a t L ' /4 ,47O 11ublic Wor' 1 u rc atety Fire Services• •.•.:....-: Review fee $ Dept Signature CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT APPUCATISN STATUS Reviewing Department First Review: proved. I (Denies, (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 1/7_ Date: if-2-0 —/y TREE ADMIN. Sec®n Review: ( (Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: REVISED 09252014 City of At ar hie Beach Building Departir yet s APPLICATION NUMBED' `= 800 Seminole Road �Q To be a�g ed b the Building Department.) " Atlantic Beach, Florida 32233-5445 - `h 4 ` i/Z Z° Phone(904)247-5826 • Fax(904)247-5845 / � City web site: http://www.coab.us I ;Date routed: // /riff ANIMMINI APPUC fl N 1-: E.$/lIEW AND TRAC NG FORM Property Address: c)25.8 Deoaritment review required Yes No Applicant: - Sr'7/ n ...Air tannin c':Zonin -Tree Administrator Project: � LL •:m vvor ks 'ublic Utiirre Public Safety Fire Sera.•: s: . ..:. Review fee $ Dept Signature CONTRACTOR EMAIL, ADDRESS CONTRACTOR CONTAC APPILlCATiOiN STATUS Reviewing Department First Review: Approved. ❑D --_ enie�� (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: V Date: TREE ADMIN. Second Review: 'Approved as revised. Denied PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: --- Date: FIRE SERVICES Third Review: I JApproved as revised. ['Denise :. Comments: Reviewed by: _ Date: 'ISED 09252014 City of Af�lantie IBeach ': �;Q1J918�9Y9� L�epaffitBY�C-L'si " APPLICATION NUMBED; X13 Q To be assignedJt4 the Building Department.) s .'" 800 Seminole Road t Atlantic Beach, Florida 322:33 5445 i / /J 7 ZPhone(904)247 5826 Fax(904)247 5845 h: ,2:_,,,,:, I I City web-site: http://www.coab.usawmffir - f` �` Mer I. ;Date routed: APPLICKNON REVIEW AND T Ac ANG FOritM Property Address: c)25-8 ----avi 4f �� D •ar cao�fi reviewrequired N o 4� : • as , Applicant: 61� Zés,9 n e4lannincZonin.d � �c / , . SToray I ree Adr 'nistrator Project: ___-.L� thgdo A. ! Vs 'ublic Utir•-e _ Public S: ty — Fire Ser • _ as, . .... Review fee $ ?-' Dept Signatul-� . CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denierl (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: a ll'l�/(/ TREE ADMIN. 7:____________________ Date: T — — ___ Second Review: I !Approved as revised. I (Denied. Al;1 IC We . S Comments: '' BLI UTILI Es / '== " AFET Reviewed by: Date: FIRE SERVICES Third Review: I (Approved as revised. ODeniec. _ Comments: Reviewed by: —__Date: '(SED 09252014 City of Atlantic Beach APPLICATION NUMBER ;Wilding Depanttenei 1.0 To be a/ssig ed b the t Building D'iepz.artzmen t.)tla eaRod k' Atlantic Beach, Forda 32233-5445 �j U Phone(904)247-5826 • Fax(904)247-5845 „k City web-site: http://www.coab.us 6 Date routed: /3 ill APPLICATION) REVIEW -„ND T ACK°NG Property - .ddress: G2$ / /N t CYT Detoartrrnent review required Yes No Applicant: ot, —4/ar7 /7 tanning Zonin LL !ree Administrator7.)ir--&-eilge Project: SThra,� G tic Works �ublic Utilnre Public Safety Fire Services..:.. Review fee $ a Dept Signature /1'C CONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT * APPILICATBON STATUS Reviewing Department First Review: I %I,��pproved. I (Denier (Circle one.) Comments: r' \ BUILDING PLANNING &ZONING Reviewed by: % Date: )1 h7)7 TREE ADMIN. Second Review: I lApproved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review.. I 'Approved as revised. nDenied. Comments: Reviewed by: Date: REVISED 09252014 City of Atlantic Beach APPLICATION NUMBER • : i'uileinn l�epartme6's To be assig ed b the Building Department.) "�� 800 Seminole Road Q / Atlantic Beach, Florida 32233-5445 ��!/// / �t �( ` '/� Z Phone(904)247-5826 • Fax(904)247-5845 ddd ,(J City web site: http://www.coab.us I Date routed: // Bic APPLIICATION REVIEW AND TRACT ' fi` G FOar=: Property Address: c2.5-8 / /N LY Deoartki.-mrot review required Ye No Applicant: /) Id C annint ' Zonin. Tree AO, istrator Project:ject: 'ublic Utiii Public Safety Fire Seg Review fee $ Dept Signature CONTRACTOR EMAIL ADDRE&F CONTRACTOR CONTACT APPILeCATiON STATUS Reviewing Department First Review: Approved. ❑D enier (Circle one.) Comments: QUILD14, PLANNING &ZONING Reviewed by: TREE ADMIN. Date: — —� Second Review: I 'Approved as revised. ❑De d. — —PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: _ FIRE SERVICES Third Review: nApproved as revised. UDenied. Comments: Reviewed by: Date: 'ISED 09252014 J Comp. By: RLC LFILE 00P A I) Date: 11/12/2014 : . v' 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/12 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 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 1,975 5,011 1.00 0.39 Pervious 3,036 5,011 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 5,011 x 9.3 / 12 V= 2,001 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,011 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" 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 5,011 x 9.3 / 12 V= 2,216 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,216 - 2,001 DV= 215 ft3 • Retention Stormwater Calcs PineStreet 11/12/2014 EP, cLy r S, Comp. By: RLC Date: 11/12/2014 v, Public Works Department City of Atlantic Beach Permit No: Example Address: 258 Pine Street,Atlantic Beach, FL Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM AREA'A' 0.1 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM AREA'B' 0.1 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.3 0 0 TOB Inground storage=A*d*pf A=Area= 0.0 d= depth to ESHWT= 3.0 ESHWT -per geotech if obtained pf= pore factor= 0.3 Inground Storage= 0.0 ft3 Required Treatment Volume= 215 ft3 Supplied Treatment Volume= 0 ft3 IMPERVIOUS SURFACE ADDED IS LESS THAN 400 S.F. NO ON-SITE STORAGE REQUIRED PER SECTION 24-66b OF THE LAND DEVELOPMENT MANUAL Retention Stormwater Calcs_PineStreet 11/12/2014 MP" '. FILE CCPV PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: rhQ i"�e 5 ZQ-/ LJe6 Permit # l y RA OO `/2 I U C��/ Q n �^ 4122 Project Address: �-�(1 'P//`1 e cfree .�7T�Uf Z� Amt r� 2.223 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: \\ Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging P(s l 7-444;ef 11'p v/-4740 331. 2- 2. Sliding dee) 3. Sectional 4.Roll up 5. Automatic 6.Other B.WINDOWS 1. Single hung .- 2. Horizontal slider ` 3.Casement 4.Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9.Mullion 10. Wind breaker 11.Dual action 12. Other Category/Subcategory 1 Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 2. Soffits 3. EIFS , 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1. Asphalt shingles GAF Oki-K6,40 15-0 /old- 2. Underlayments 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles pL/ — D 7 1 1-t/� C010�1^I/t . /4-Law/ /•.rd40`;` 9. Roofing insulation nth vi !VP. 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# E. SHUTTERS 1. Accordion 2.Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6.Concrete admixtures 6 7. Material 8. Insulation forms 9. Plastics - 10. Deck-roof .__..._.-_.__ 11. Wall 12. Sheds 13. Other G. SKYLIGHTS • 1. Skylight 2. Other f_....�.__......._M.._.,_.__... Category/Subcategory Manufacturer Product Description of Use State# Local# H.NEW EXTERIOR 1Limitation ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) o An l ` Q7(P) (Sign re) Company Name: FLA NSA h Ccl../ f2 Mailing Address: / / SI.�GjKi$ Cdt/') ,15 iVe l� City: /�k fT€ Vedk2- f?..edC A State: /I-4 < Zip Code: Sze eZ- Telephone Number: 90/) '9 3 cdg I Fax Number: ( ) f) Cell Phone Number: ( �) 9-3-9-- '74 7 E-mail Address: JOh1J r4C(Afr, clefg41 CQ/ • 4L f1011da 8uildl ij Code OnlineL - 4/10/14 12:51 PM FLORIOADOPARTMOMT OP ," ithAa Business & Professional Regulation ='�• TDBPR RONt ABOUT DDFR DBPR.DIVISIDNS .CONTACT 08PR Florida Departmerltcf Bas Home � Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines () Professi sl USER:Pct Approval Regulation Licence efficiently.Regulate fairly. Product AORrOval Menu>Product or Application Search>Application list>Application Detail !OFFICE OF THE. -- FL# FL15027 - SECRETARY Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer PII-Dek Address/Phone/Email 41610 Date Street Ste 104 Murrieta,CA 92562 (951) 834-9550 Ext 109 jeff@plidek.com Authorized Signature Jeff Zember jeff@plldek.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 RADCO, INC. Quality Assurance Contract Expiration Date 12/01/2021 Validated By Raymond F.Tucker,P.E. ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL15027 RO COI ICC-ES Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507 Florida Building Code Online 4/10/14 12:51 PM Nrnauct App4ovai rletno0 Metnoo L option 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 FL.# Model, Number or Name Description 15027.1 Con-Dek The Con-Dek system is a fiberglass fabric reinforced 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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15027 RO II ICC-ES ESR-2097 Rev June 2012.pdf Approved for 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 Other:This approval Is intended for those counties that are FL15027 RO AE FBC supplement to ESR-2097.pdf not classified as High Velocity Hurricane Zones(HVHZ).This FL15027 RO AE ICC-ES ESR-2097 Rev June 2012.odf approval is based on ICC-ES report ESR-2097 and FBC Supplement and is subject to the limitations published in that report 15027.2 PII-Dek The PII-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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15027 RO II ICC-ES ESR-2097.odf Approved'foruseontside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other;This approval is Intended for those counties that are FL15027 RO AE FBC supplement to ESR-2097.Ddf not classified as High Velocity Hurricane Zones(HVHZ).This FL15027 RO AE ICC-ES ESR-2097.odf approval is based on ICC-ES report ESR-2097 and FBC Supplement and is subject to the limitations published in that report Back (Next' Contact1s::)940 North Monroe Street.Tallahassee FL 32399 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall 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 mall.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email 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 here. Product Approval Accepts: Rive. MI securitysi I reIcic CreditCard https://www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDquS73Fr2ZylPitzECiWWOhXZTxdoKdabvwWY ICCEVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report. ESR-2097 FBC Supplement Issued June 1, 2012 This report is subject to renewal on August 1, 2012 www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® 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 104 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: ■ 2010 Florida Building Code—Building ■ 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 International Building Codee (IBC) provisions noted in the master report and the following conditions apply: 1. The design wind speeds,Vim,for use in Tables 1 through 3 of the master report must be based on the nominal design speed, Vasa. Vasd is converted from the strength design speeds, V„n, as allowed 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. Vin 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 High-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 falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conduced is_the responsibility of an approved validation entity(or the code official when the report holder does not possess an approval,( ,_ the Commission). This supplement expires concurrently with the master report reissued on August 1,2010. EsICC 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. www,icc-es.or I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Counc0 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION 3.1.1 Materials: 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. (800)364-0287 3.1.1.3 Staples: Staples must be No. 16 gage, 7/8-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 manufacturer's Compliance with the following codes: instructions. The mixture is used as a component of the • 2006 International Building Code"(IBC) base coat and intermediate coat of Pli-Dek systems. • 2006 International Residential Code`(IRC) 3.1.1.5 Pli-Dek GU-80-1 Top Coat: A proprietary • Other Codes(see Section 8.0) mixture of portland cement and silica sand packaged in 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 manufacturer's • 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 2.0 USES 3.1.1.6 Pli-Dek GU-80-1 Custom Top Coat: A proprietary mixture of portland 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 B roof covering fire as a component of the intermediate coat and third coat of classification as described in Tables 1, 1A and 2. the Pli-Dek CF System and as a component of the third 3.0 DESCRIPTION coat of the Con-Dek system. 3.1 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, cementitious 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 reinforcing fabric layer. and intermediate and sealer coats. 3.1.1.8 PD Epoxy: A two-part amide epoxy, either clear 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 ICC-FS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construedqNS/ at an endorsement of the subject of the report or a recommenduion fer its use.(here is no warranty by ICC Evaluation Senate.LLC,express or implied as to any finding or other matter in this report,or as to any product covered by the report. , = a,s Copyright®2010 Pape 1 of 6 ESR-2097 I Most Widely Accepted and Trusted Page 2 of 6 hours at 75°F(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 L) containers. accordance with the applicable code. Curing time is two hours at 75'F (23.8°C) 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 11/2 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/e-inch-long-by-'/s-inch- acrylic mixture available in 5-gallon (18.9 L) containers. wide (15.9 mm 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 L) of GU-80-1 Liquid Admix for report.The resin is supplied in 5-gallon(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 (21.1°C), 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 1 rock, ranging in size from ASTM E 11 No. 60 sieve up to, and 2 of this report. and including,318 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 consists of a 0.75-ounce-per-square-foot (0.23 kg/m`) the deck with minimum and maximum overlaps of l4 and fiberglass mat, a liquid polymer resin, polymer-modified /2 inch (6.4 and 12.7 mm), respectively, and extending to cementitious coats, and sealer coats applied directly to a the furthermost edge of the deck. PD Resin must then be concrete substrate. See Sections 3.1.1 and 4.3.2 and applied over the mat at a rate of 1 gallon per 50 square Table 1A for system configuration and component feet(0.815 Um`), and must be worked into the mat using a requirements. '12-inch (12.7 mm) nap roller or trowel. After the resin is 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 code and must have a minimum embedded. Areas containing such items must be cut out with thehesiae applicableh of 2500 psi(17238st have and filled with a fiberglass mat and PD Resin as described comabove. 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 Um`) 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 4.0 INSTALLATION two to six hours before application of the other coats 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 50°F (10°C) and a maximum of 110°F (43°C), with ideal by applicators trained and approved by Pli-Dek Systems, conditions being between 60'F (15.6°C) and 90°F (32.2°C) Inc., in accordance with this report, the manufacturer's 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 with The manufacturer's 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 4.2.1 Preparation of Substrates: The plywood substrate system must be applied in accordance with the schedule in must be installed in accordance with the applicable code, Table 1 of this report. After curing for eight hours at 75or F and must be clean, dry and free from dirt and other foreign (23.8°C), the surface can be used as a backing for exterior adhered veneer, such as ceramic tiles. applied in material that may prevent adhesion of the base coat. All accordancewith the veneer manufacturer's instructions substrate joints must be tongue-and-groove or be blocked with nominally 2-by-4 wood members. All substrate joints anddthe applicable code. must be gapped 1/5 inch (3.2 mm) and covered with 4.2.5 Method of Repair: The damaged area must be Pli-Deck Seam Paper, which 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 f 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. cunng 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 water/sand/bead/shot blasting, etching or grinding in over 1/2-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 1/4:12 for proper drainage in accordance with the Footnote 4 of Table 2. requirements of the applicable code. The concrete surface must be properly 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 wind uplift laid over the substrate with minimum and maximum capacity of the concrete substrate on which the system is overlaps of and 1/2 inch(6.4 and 12.7 mm), respectively, installed. and extend to the furthermost edge of the deck. PD 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/L), and must be worked into the The Pli-Dek and Con-Dek Walking Deck and Roof mat using a 1/2-inch (12.7 mm) nap roller or trowel. After Covering 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/L). 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 Coat mixed with the GU-80-1 Liquid Admix) is applied, and publisheddefinstallation instructions and the iable 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 50'(10°C) and a maximum of 110°F (43°C), with ideal use in areas where the wind speed does not exceed conditions being between 60°F(15.6°C) and 90'F (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 70'F (21.1'C), the maximum working life is one hour. 5.3 The concrete substrate on which the Con-Dek system 4.4 One-hour Fire-resistance-rated Construction: is installed must be designed to resist the design wind pressures of the applicable code. 4.4.1 Pli-Dek System: Pli-Dek systems identified in Table 1, having a minimum base coat thickness of 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 !8-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 tongue-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- prescribed design values. 6.2 Report of small-scale fire tests in accordance with 4.4.2 Con-Dek System: When the Con-Dek system is ASTM E 119. 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. 4.5 Roof Covering Fire Classification: Each component container is identified with a permanent label bearing the report holder's 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 Accepted and Trusted Page 4 of 6 • the one-year shelf life and the date of manufacture. Rolls • 4.4.1 Pli-Dek System: Pli-Dek systems identified in of Pli-Dek Seam Paper are identified with 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) exterior-grade 8.0 OTHER CODES plywood, with minimum 2-by-8 solid sawn lumber 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 tongue-and-groove products described in this report were evaluated for exterior-grade plywood, may be substituted for the compliance with the requirements of the 1997 Uniform double wood floor described in Assembly 13 of UBC Building CodeTM (UBC). The products comply with the Table 7-C. When installation is over 2-by-8 joists, the (UBC) as described 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: Exterior-grade plywood must values. comply with UBC Standard 23-2 or 23-3. Minimum • 6.2 Report of small-scale fire tests in accordance with 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 1—PLI-DEK CLASS A WALKING DECK AND ROOF COVERING SYSTEMS''' MAXIMUM MINIMUM SYSTEM SUBSTRATE` DECK BASE COAT INTERMEDIATE THIRD COAT SEALER COAT BASE COAT SLOPE COAT THICKNESS (inch) 5 GU-80-1 Gray Base GU-80-1 Top Pli-Dek K— /6-inch-thick '/,:12 applied at 30 sq ft.per Coat applied at — GS-88-1 applied at al., Knock Down plywood bag mixture 100 sq.ft.per 100 sq ft per gal bag mixture GU-80-1 Gray Base GU-80-1 Top Pli-Dek S— -/s-inch-thick 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 GU-80-1 Gray Base bag mixture,with Pli-Dek C— `/s-inch-thick , GS-88-1 applied at Pol ac lic Sand plywood /+ 12 applied at 30 sq.ft per No. 16 silica sand — 100 s ft y rY p Y bag mixture broadcast over q per gat. the entire area at 100 ibs per 300 sq. ft GU-80-1 Custom GU-80-1 Pli-Dek CF— 5/8-inch-thick GU-80 i Gray Base Top Coat applied Custom Top GS-99-1 applied at Custom Finish 7,.12 applied at 30 sq.ft.per Coat applied at '/,F plywood bag mixture at 120 sq.ft. per 150 sq.ft. per 200 sq ft. per gal. bag mixture bag mixture PD Resin applied at 75 sq ft. per GU-80-1 Gray Base gallon,with No. Pli-Dek B— /s-inch-thick 16 silica sand GS-88-1 applied at Sand Finish /,.12 applied at 30 sq. ft.per — /,6 plywood bag mixture broadcast over 100 sq.ft. per gal. the entire area at 100 lbs. per 300 sq. ft • Pli-Dek U— -inch-thick GU-80-1 Gray Base PD Resin applied Underlayment plywood /,:12 applied at 30 sq.ft.per at 100 sq.ft. per — — /,e for Ceramic Tile bag mixture gal For SI: 1 inch=25.4 mm, 1 ft'=0.0920 m2, 1 gallon=3.785 L. 1 pound=0.45 kg. 'When applied over 1/:-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 B areas. 'Optional fiberglass mat and resin coating may be applied over the base coat as described in Section 4 2 3 of this report. 'Minimum slope is'/,.12. °Substrate thickness is minimum thickness TABLE 1A—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 PD Resin applied to'/, PD Resin applied 175 sq.ft.per bag 100 sq.ft.per gal.or Con-Dek System Concrete' '/4:12 oz.fiberglass mat at a at 100 sq.ft. mixture or GS-99-1 applied at rate of 50 sq.ft per gal per gal. Custom Top Coat 200 sq ft.per gal. applied at 175 sq.ft. per bag mixture For SI: 1 inch=25.4 mm, 1 ft`=0.0920 m'. 1 gallon=3.7851. 'Minimum slope is'/4.12 'Concrete substrate must comply with the applicable code and have a minimum compressive strength of 2500 psi(17238 kPa). ESR-2097 4 Most Widely Accepted and Trusted Page 6 of 6 TABLE 2—PLI-DEK CLASS B WALKING DECK AND ROOF COVERING SYSTEM" SYSTEM SUBSTRATE' MAXIMUM BASE INTERMEDIATE SEALER MINIMUM 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 '1-inch-thick5:12 applied at 35 sq.ft applied at 80 sq 100 lbs.of selected 3/i6 Pebbles and Epoxy plywood per bag mixture ft.per gal. aggregate-and troweled over a 30-square-foot area For SI: 1 inch=25.4 mm, 1 square foot=0.0920 m2, 1 gallon=3 785 L,1 pound=0.45 kg. 'Minimum slope is'/°.12 `Aggregate is specified in Section 3.1.1.14 of this report. 'Substrate thickness is minimum thickness °Installation is 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 B areas. TABLE 3—MAXIMUM ALLOWABLE BASIC WIND SPEED FOR PLI-DEK SYSTEMS UNDER THE IBC AND IRC''2'''° MEAN ROOF Zone 1 Zone 2 Zone 3 HEIGHT OF BUILDING Exposure B Exposure C Exposure B Exposure C Exposure B Exposure C (feet) V3.., Vasa V3-.„ V3... V,..,,V,..,, V3 0-15 170 170 150 140 120 110 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: 1 ft=304.8 mm; 1 ft'=92 903 mm`; 1 mph=1.6 kph 'The values are based on roofs with slopes not exceeding 7 degrees from horizontal,and the following conditions / = 1.0 GCS, = 2.8 for Zone 3(with or without overhang, 10-square-foot effective wind area) GC, = 1.8 for Zone 2(with or without overhang; 10-square-foot effective wind area) GC, = 1.0 for Zone 1(without overhang; 10-square-foot effective wind area) GC,, _ '1,0.18 V}, = Wind speed,3-second gust IBC Figure 1609;IRC Figure R301.2(4) 2Zones 1,2 and 3 are as described in Figure 6-11B of ASCE 7(IBC)and IRC Figure R301.1(7) 3Topographic effects,located in any exposure category,must be designed in accordance with Section 6.5.7 of ASCE 7(IBC)or IRC Section R301.2.1 4,as applicable. °Wind speed in miles/hour TABLE 4—MAXIMUM ALLOWABLE BASIC WIND SPEED FOR PLI-DEK SYSTEMS UNDER THE UBC''2 MEAN ROOF IN AREA OF DISCONTINUITIES' IN AREA OF DISCONTINUITIES' HEIGHT OF BUILDING Exposure B Exposure C Exposure B Exposure C (feet) Vrm Vim Ni,,,, yin, 0-15 110 90 110 110 20 110 90 110 110 30 110 90 110 100 40 100 80 110 100 60 100 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. 2V,m=Wind speed,in miles per hour,based on fastest mile 'The values are based on an Importance Factor, i,i. =1.0,a C„Factor=2.6 per UBC Table 16-H,and UBC Figure 16-1. °The values are based on an Importance Factor, /w=1.0,a C4 Factor=1.8 per UBC Table 16-H,and UBC Figure 16-1.