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190 16TH ST - ADDITION COAB Permit Form with Conditions Page 1 of 2 Enter Permit Number RESA18-0027 View Report ;4 J 1 of 2 P H 4 100% V Find I Next ill4• tw; lat 4 ` Tt� 1 RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ? RESA18-0027 'Y CITY OF ATLANTIC BEACH t'Vrir ISSUED: 10/8/2018 800 SEMINOLE ROAD EXPIRES:4/6/2019 -ois 9r ATLANTIC BEACH, FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC,AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. l_ JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 190 16TH ST OR TWO FAMILY RESIDENTIAL bathroom addition $50000.00 ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171881 0000 MAN DALAY COMPANY: ADDRESS: CITY: STATE: ZIP: PETER COALSON DESIGN 1614 COQUINA PLACE ATLANTIC BEACH FL 32233 FOR FLORIDA LLC OWNER: ADDRESS: CITY: STATE: ZIP: BOLE KATHERINE E 190 16TH ST ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 58141 to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: http://atlanticbeach.trakit.net/trakitlDocumentViewer.aspx?&report=/Documents/PERMIT... 10/8/2018 COAB Permit Form with Conditions Page 2 of 2 All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking must be removed from job site by Contractor. FEES 1 of 2 Issued Date:10/8/2018 http://atlanti cbeac h.trakit.net/trakit/DocumentV f ewer.aspx?&report=/Doc uments/PERMIT... 10/8/2018 1,m-,7,, City of Atlantic Beach APPLICATION NUMBER �3 ; �,. ��I Building Department (To be assigned by the Building Department.) ii vy 800 Seminole Road o `` c/ ��-_., r� Atlantic Beach, Florida 32233-5445 4�- AA l 6 '—OU€1 Phone(904)247-5826 • Fax(904)247-5845 '!,,31� E-mail: building-dept@coab.us Date routed: CV City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property p y Address: ( 9 0 4 S+ . De artment review required Ye No Buil inch Applicant: 1 { U!stt( DiN O. S•i [I il,� Plannir all-Zon nig) V Tree Administrator Project: a-t- I D (Yl c c't cpublic"vv-or�cs Pu-5-7-----i-Ent-m-63, Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By `t l Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of EngineersdB Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Wenied. ❑Not applicable (Circle one.) Comments: (U 0 l� BUILD! I , ' v PLANNING &ZONING Reviewed by: r Date: -q- 701c ' TREE ADMIN. Second Review: Approved as revised. I (Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /0- 3ao/r FIRE SERVICES Third Review: Approved as revised. l 'Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BuildingPermit Application Updated 12/8/17 4 Jig, , pp AL',, 2018 City of Atlantic Beach ' 1 VFW - - 800 Seminole Road,Atlantic Beach,FL 32233 11 R.EPhone:(904)247-5826 Fax:(904)247-5845 Job Address: Y D t Of 61E 1 Permit Number: e-e S A- ( _ a Ca7r Legal Description LLT I(,Q 1/..i< (03 /4...AN,OAe-.4:y RE# 1 7 1 %O I'CP0C,0 Valuation of Work(Replacement Cost)$ 501 00(2 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial r`esidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removedor Affidavit of No Tree Removal Describe in detail the type of work to be performed: 15A-2.4�v n^ Y\-(iC(L41 J"-) Florida Product Approval#Sim 4crl.AC.4--G t::• for multiple products use product approval form Property Owner Information 2 Name: K.ip.-/-i. 2LNE J0(,a Address: 1610 Ka:" 3Tr\c 1 City A/LAW"(l C $EAG,-c State'F I Zip.3 2 2 3 3 Phone '30,1 2. p -o c. 8 C. E-Mail1 .-Eer c.cES . caa...1So,J €c M.a►L. . co.rv. CO rt - P YYIU � ' Owner Agent Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company:?Qktrtva lso.r:Dell vt1tif Ftortag C.(.0 Qualifying Agent' Z L t, . -t, Address I (Q (e+ CO Q C.t,L 1.1,,,E P(„&c.. City A '7LC &jkState re_ Zip 3 7i z,?3 Office Phone 'k)4 759- Z5$C! Job Site/Contact Number qp`f- 7S7' 2-5640 State Certification/Registration# S • .O E-Ma I W-1-e,r t J s . Cnl -t sor # g Matt. . C.-../N-1Architect Name&Phone# v vl 'I ( u\-- 'o`{ 2.4, ( \\6-0 Engineer's Name&Phone# —1 .— Workers Compensation gC5.dc IO N I'Z_/l /Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 RECORDI - '1R NOTIC OF COMMENCEMENT. 4040°111.14011,11.:: / z Iiir - (Signature of Owner o-(� ] (Signatu - of Contractor) (including contractor) i e d s orn t (or affirme.` before me this day of Si ned a d sworn to(or affirmed before me thi day of by • U S I5,,,., ;?o+� `b: b� ' 'e,;,, I SCOTT P DAVEY `, s� . �• .. Notary Public-State of Florid • -�. 41'0 s Notary Public-State of Florida �� ' `P% ,` • Commission#FF 2 •• N un . ' • Commission#FF 227690 ,;:,,;,,,i5-0,� �� ,irknature of Notary) '�� off; a ure of 4 My Comm.Expires Jul 29,20 '';Fo�q`�' My Comm.Expires Jul 29,2019itiNotary) •e on. ly n. n •• #��- 7 " Produced Identification pp` / L.(C12-11V2- `Produced Identification / �n .0 Type of Identification: 'C Y Type of Identification: pp i V CA J^L_ 4. iyL ''` CITY OF ATLANTIC BEACH F 800 Seminole Road r V!,,-)! ' Atlantic Beach,Florida 32233 ' JHItY REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS 0 DateO /Z�� j Revision to Issued Permit Corrections to Comments Permit# R -SA (8 -0o�, G Z Project Address I/ (7 Ka S7 -7 Contractor/Contact Name ? •‘..E.4 ' 2 -zsize Email ?e4ei L' d s . Coz.,( tsQ.,► ,___q IAA(G -Ca.r" Description of Proposed Revision/Corrections: Permit Fee Due 3'd. 00 ,MAAJ /2ua�/ / 7s 74 'c 7f3) 7 /J S 7 ,0e/Cg /v A/ Additional Increase in B 'r• Value $ Additional S.F. C) By signing below, .- //Pr- / / affirm the Revision is inclusive of the proposed changes. (printed name) of 2i//' Signature of Contractor/Agent ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: CBuildingI in Planning &Zoningi Reviewed By Tree Administrator Public Works Public Utilities /0 - 3 - v20/ Public Safety Date Fire Services ` ,�`f ?�'` rev, �e A' ' l CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD 41 0"'" pilATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/18/2018 Permit#: RESA18-0027 Site Address: 190 16TH ST Review Status: denied RE#: 171881 0000 Applicant: PETER COALSON DESIGN FOR FLORIDA LLC Property Owner: BOLE KATHERINE E Email: PERTERCDS.COALSON@GMAIL.COM Email: Phone: 9047592556 Phone: 9042000086 9047592556 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. State Certification/Registration# is missing, application is considered incomplete. 2. Architect name and contact phone is missing, application is considered incomplete. 3. Page 5 of drawings show that 5 V Crimp metal roof to be used. If so, submit the FL# for this product as well as the engineering for installation. 2 Copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us g.rna►bel p_ev, C Co ►y. v►/N'fr►- 9-/y-t el ir Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. LLvf,�, City of Atlantic Beach APPLICATION NUMBER Js �6 Building Department (To be assigned by the Building Department.) r ,,► 1 Atlantictla SeminolecRoad ,i� _Beach, Florida 32233-5445 32' Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: ( tf City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: L 90 [0om- S1` , Department review required Yes No Builmc) Applicant: i).Q,4e{ CA4,tSZ r\ s• Q ifi_3 Plan g oning , V Tree Administrator Project: j a-tyv.( DD M aad-c'6a,\ Publi or s Pu is tilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date ^ /� of Permit Verified By k.L C14 l 6� Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District CCC- YY Army Corps of Engineers N C( Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I (Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:g _ Date: 1& TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. I Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 e- i.41M CITY OF ATLANTIC BEACH i:�p , 800 Seminole Road ,� Atlantic Beach, Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS / (�Re-5101/4(sRe-5101/4(s -vdz7 Date t t j I Q¢ Revision to Issued Permit Corrections to Comments Permit# Project Address 1 q` 6 l .L11 Contractor/Contact Name .---- V Cva.l s o n Phone Email Description of Proposed Revision /Corrections: Permit Fee Due $ See-- N RfAitst 6 A Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: r g- (Barra:Plang & t ,Q P� Reviewed By I ree Administrator /64 a�..t.e/+. dke- Public Works 9 .e Public Utilities re vL \c' rS =Z /— ( Public Safety Q`�" ?'\°:(‘ ° Date Fire Services ��x • p`,` W s Tkif TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY is AW City of Atlantic Beach PERMIT# Community Development Department .1‘itt ! t 'lir 800 Seminole Road Atlantic Beach,FL 32233 - (P)904-247-5800 SITE INFORMATION ADDRESS I, (0 i(a ' � 57 SUBDIVISION BLOCK LOT RE# ❑ RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME (wA a �S PHONE# / —7,5-Z,S (o ADDRESS 1(a,-/ Cocttt,I` <( eE CELL# CITY g [j C ��j ÷- STATE fL ZIP CODE 2 2 Z 3 EMAIL )Q,-(--Q, cc.c ' .—J S 0/44 . C o iV' ❑ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HER : 'E' FY THA .'1L I . ORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent /�� /� 0: /g :I c!'ATU• 4 APPLICANT PRINT OR TYPE NAME ATE SIGNAT E 21PPLICANT(2) PRINT E NAME • DATE o.Signed and sworn before me on this ,------k-)--A0 day of kiV t , 20 I V by State of F1 DYI ct -Po-k Pili C DG 1C01,1 County of bat-A16—j1 Identification verified: V)Dt-- Oath Sworn: E Yes r Y;'rid;..: JENI M.JAQUEo �1 `��\,� ' Notary Public-State of Florida ��• �` e. ,y o`1 Commission#GG 190645 No57Signature `''.`.'.'.' :':' My Comm.Expires Apr 15,2022 /l My Commission expires W- \6--22.- 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 16TH STREET 44> -.9r) e49,0 ife* 7 PARKING PARKING -1 > O - � m • D r EXISTING RESIDENCE 0 J TOILET 24" FENCE CO Q \/SLOPE INTERIOR U LEMBED 6" U _ O EXISTING FENCE ADDITION a) SILT FENCE SECTION U � c \SLOPE ti yJ X tn (n 2 G} 2 LI m T Z n z rn n DUMPSTER EXISTING FENCE SLOPE SITE MANAGEMENT PLAN 190 16TH STREET BOLE RESIDENCE ADDITION s 4ir�l�pj fr1 City of Atlantic Beach APPLICATION NUMBER )1'. Building Department (To be assigned by the Building Department.) A800 Seminole Road Atlantic Beach, Florida 32233-5445 o `S k ' d i- \\\ Phone(904)247-5826 • Fax(904)247-58145 _' ti ii9E-mail: building-dept@coab.us - Date routed: / ( ( W City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `10 1 UL4 Si- , De artment review required Yes No Buil& ) Applicant: { c_64,( DiN ots [11 ,5 Plan oning �/ Tree Administra or Project: _ t V�(DD(� G_GQd1, • - " ja� h,, Publi or s C Liblic Utilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By t .:_ 5- .--‘(- Q� 6� Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District C.)Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP ICATION STATUS Reviewing Department First Review: I Approved. Denied. ['Not applicable (Circle one.) Comments: BUILDING w PLANNING &ZONING Reviewed by: ,,//_ __ ,,,_ , _ Date: 1-1:—",) TREE ADMIN. Second Review: Approved as revised. 1Denied. ❑Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CAi -,,, City of Atlantic Beach APPLICATION NUMBER r , ‘ Building Department (To be assigned by the Building Department.) (� )! 800 Seminole Road �j Atlantic Beach, Florida 32233-5445 k� 6 "00D'-- Phone 904 247-5826 • Fax 904 247-5845( ) ( ) SEP 0 5 2010 /;;��? E-mail: building-dept@coab.us Date routed: � ( t-1 City web-site: http://www.coab.us 4 APPLICATION REVIEW AND TRACKING FORM Property Address: [ C1 0 t 1.011 Sst- • Department review required Yes No Buil mcg Applicant: i)sQ { otttsDO.Q.,. s(114_5 Plan-• g oning Tree Administra or Project: Cl-"lk 1 DOM ct_Ad--c-6 Publi or s CPL"filic Utilities Public Safety Fire Services Review fee $ - Dept Signature i Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By t L . ---)2-41; Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District y Army Corps of Engineers f v Y Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: (Approved. (Denied. Not applicable (Circle one.) Comments: 4'1 BUILDING PLANNING &ZONING Reviewed by: - C-L�. ---- Date: 9 .5-7:-// TREE ADMIN. Second Review: I A roved as revised. pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I /Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 NOTICE OF COMMENCEMENT State of (� � Jl, _ Tax Folio No._ f 7 I 5 u__ County of 'ILA\.f �(� To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: .Go? /(o K 4,j 1V'.A X-f IJ t;, A Y Address of property being improved: O f(.e Z h 5-7- General General description of improvements: `r1 J.M A L 4-1 v/`-) Owner: �...4-r l_1C.i til iz. Address: 10,0 tL7 54-. � 1'„41\-171 C W-C L4 f . 32243 Owner's interest in site of the improvement: VIES S/m PL Fee Simple Titleholder(if other than owner): /X Name: t Contractor: t t �zk CD Address: it(' tq COC, u IY\tA (P(ArCi Telephone No.: 90'{- S4'- ZS S-t Fax No: Surety(if any) N/A- Address: `�' Amount of Bond$ Telephone No: Fax No: Name and address on `person making a loan for the construction of the improvements Name: ` Address: Phone No: — Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: — Fax No: -- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statuesff ill in at Owner's option) Name: Address: – - Telephone No: Fax No: �Y DEANN ROWAN Expiration date of Notice of Commencement(the expiration date is one(1)year from the da,1 .� ofAingA1'ifiR►MIsgffl9E4/c1 e specified): ��r EXPIRES.October 11,2oap2a tfes THIS SPACE FOR RECORDER'S USE ONLY OWNER -igned: Date: 3-5-15 Doc#2018239256,OR BK 18556 Page 469, efore me this 5- day of the County of Duval,State Number Pages:1 f Florida,has personally appeared Recorded 10/08/201811:15 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL otary Public at Large,State of Florida,Co of Duval. COUNTY ly commission expires: ArllI U(}eRECORDING $10.00 ersonallyKnown: (u pnot•fl""-- or roduced Identification:r'_ J 11/6/2017 Property Appraiser-Property Details BOLE KATHERINE E Primary Site Address Official Record Book/Page Tile # 190 16TH ST 190 16TH ST 17626-00490 9416 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 190 16TH ST Property Detail Value Summary RE# 171881-0000 2017 2018 In Certified Progress Tax District USD3 -- Value Method CAMA CAMA Property Use 0100 Single Family Total Building Value $78,436.00 $70,921.00 #of Buildings 1 Extra Feature Value $0.00 $0.00 Legal Desc. For full legal description see Land Value(Market) $356 000.00 Land&Legal section below $400,500.00 Subdivision 03126 MANDALAY Land Value(Agric.) $0.00 $0.00 Total Area 4582 L Just(Market)Value $434,436.00 $471,421.00 Assessed Value $434,436.00 $471,421.00 The sale of this property may result in higher property taxes. For more Cap Diff/Portability information go to Save Our Homes and our Property Tax Estimator. 'In Amt $0.00/$0.00 $0.00/$0.00 Progress'property values,exemptions and other supporting information on - this page are part of the working tax roll and are subject to change. Exemptions $0.00 See below Certified values listed in the Value Summary are those certified in October, Taxable Value $434,436.00 See below but may include any official changes made after certification Learn how the - Property Appraiser's Office values property. Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Unqualified Vacant/Improved 17626-00490 6/13/2016 $100.00 QC-Quit Claim Unqualified Improved 15006-01283 9/2/2009 $400,000.00 WD-Warranty Deed Qualified Improved 1235402221 3/11/2005 $625,000.00 WD-Warranty Deed Qualified Improved 11121-00652 4/30/2003 $350,000.00 WD-Warranty Deed Qualified Improved 08693-00628 8/1/1997 $145,600.00 WD-Warranty Deed Qualified Improved 06926-01393 6/1/1990 $78,500.00 WD-Warranty Deed Qualified Improved 06254-00078 12/31/1986 $71,000.00 WD-Warranty Deed Unqualified Improved 06254-00077 12/31/1986 $100.00 WD-Warranty Deed Unqualified Improved 06254-00076 12/31/1986 $100.00 WD-Warranty Deed Unqualified Improved 05410-00608 9/6/1981 $52,000.00 WD-Warranty Deed Unqualified Improved Extra Features No data found for this section Land &Legal Land Legal Use Land Land Land ' LN Legal Description LN Code Description Zoning Front Depth Category Units Type Value RES LD 3-7 Front 1 10-11 16-2S-29E 1 0100 ARS-2 50.00 100.00 Common 50.00 $400,500.00 2 MANDALAY I UNITS PER AC Footage 3 LOT 16 BLK 63 I Buildings Building 1 Building 1 Site Address 190 16TH ST Element Code Detail Atlantic Beach FL 32233 Exterior Wall 9 9 Corr Cem Fiber I http://apps.coj.net/pao_propertySearch/Basic/DetaiLaspx?RE=1718810000 1/2 MAP St WING BOUNDARY ,_ ,1�VEY OF LOT BLOCK 63 ACCORDING TO Tht PLAT OF DALAY AS RECORDED IN PLAT BOOK��AGE(S) 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CLETIKITD TO: OFFICE COPY BRUCE BOLE, KATHERINE BOLE, NAVY FEDERAL CREDIT UNION, GIBRALTAR TITLE SERVICES AND FIDELITY NATIONAL TITLE INSURANCE COMPANY. SIXTEENTH STREET (POSTED) 16'" STREET (PLAT) O (40" R/W) N 50.00' (R) EDGE OF II 50.00' (M) [PAVEMENT ill..: a 1-1/2' .a • e. 10-- — a ,� 1/2" e9 .' CONC. . LB. 6645 0�. C . i 00 • WOOD 6 STEP .6 . est 1.0ECK .. . STEP COVD BY ARDOR co 11.2' 0.2' 0.2' 11.5' ..-4;77-3-cWOOD - u Q STEPS(15 C'� lic IN QPAD mak 115' 3.5COODv i 1 44 WO "n IJu 0.1 c�. 1 STORY FRAME {4 rn 1--\ ...---\ RESIDENCE ;BRICK / ---.,\,_ U e N NO. 190 STEPS3 0.2' 0 O O v n i . 0.2' -,,,,\--';:::1 1:171) 4.-woo ,--o.2' l.,O MN rip O 0.)Orn =DECK- ti 15.0' 24.0' .0't ti Q 0 LOT 16 / V BLOCK 63 ' G n c.,d4.. i e r C 26.0' WELL 0 c �.._ n n 21.1' 3' ->r • e FRAME c EDGE OF - .• ` e < CONC. a , N GARAGE PAVEMENT 4 ' . ' 2.9'` 90001"�25 9' 900007' x-1.0- 1/2,sf T " n n n n i 1.1' 1.3' 1/2" 49.95'(M) 50.00 (R) LOT 9, BLOCK 63 FLOOD ZONE"X" v AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE "X(SHADED)" - AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF a ANNUAL CHANCE 111TH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR NTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE FLOOD. RE Y 0 Q GENERAL NOTES: J s 1. ANGLES ARE SHOWN ON THIS SURVEY. 2.STRUCTURE NO. 190 SHOWN HEREON LIES WITFNN FLOOD ZONE X AS BEST ASSOCIATED SURVEYORS INC. 3.THIS ISE ARSURFACEaSURVEY ONLY. THE EXTENTLOFOUNDERGROUND FOOTINGS, A vt4 /r`.P'1'L Pla `/1 OFFICE COPY 16TH STREET PARKING PARKING cma O H � m rn• D r EXISTING RESIDENCE 0 TOILET — 24" FENCE CO Q /SLOPE INTERIOR <SLOPE W EMBED 6" U _ O EXISTING FENCE ADDITION cu SILT FENCE SECTION U � /SLOPE IL \ IP.) z m m z m DU M PSTE R EXISTING FENCE <SLOPE SITE MANAGEMENT PLAN 190 16TH STREET BOLE RESIDENCE ADDITION ' i t ru , f .;' FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zoneir- Scope:Compliance with Section R401.2(1)of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency ' requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form.If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. I PROJECT NAME ' E acis WD€ IetaO/f/O,--/ BUILDER:?E(•€A Co -1-4-n/s-i AND ADDRESS: CloOWNER:�/� I 1(.91-k S �f� 7 PERMITTING OFFICE: �"'�� JURISDICTION NUMBER: 1 GIS ILO S AFJ-7 i--r L-4--,-4-1 cc_ .F./AfJLi- Ft_ 5ZL-773 PERMIT NUMBER: General Instructions: , 1.Fill In all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 2.Complete page 1 based on the"To Be Installed"column information. I 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. I 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. I 1. New construction,addition,or existing building 1. ;4O/.J/-7i D A-i I 2. Single-family detached or multiple-family attached 2.',%u4« _ I 3. If multiple-family,number of units covered by this submission 3.�' 4. Is this a worst case?(yes/no) 4:------^ 5. Conditioned floor area(sq.ft.) 5. lice) ,-1 F7 6. Windows,type and area a) U-factor: 6a. b) Solar Heat Gain Coefficient(SHGC) 6b. I c) Area 6c. -5C.s? 4 7. Skylights I X/ a) U-factor: 7a. 1(//1 . b) Solar Heat Gain Coefficient(SHGC) 7b. i 8. Floor type,area or perimeter,and insulation: a) Slab-on-grade(R-value) 8a. Iy b),tood.raised(R_value) 8b. W‘.70.0 / c) Wood,common(R-value) 8c. ' d) Concrete,raised(A-value) Sd. e) Concrete,common(R-value) 8e. 9. Wall type and insulation: O� I a) Exterior: 1. Wood frame(Insulation R-value) 9a1. �� ZKy -/,•'Tz�.5 2. Masonry(Insulation R-value) 9a2. b) Adjacent: 1. Wood frame(Insulation R-value) 9b1. 2. Masonry(Insulation R-value) 9b2. I 10. Ceiling type and insulation ,1 G a) Attic(Insulation R-value) 10a. �E-T7/Lv b) Single assembly(Insulation R-value) 10b. I 11. Air distribution system: a) Duct location,insulation 11a.e ,/C/,1Jl" /2 . 4- b) AHU location 11b. c) Total duct leakage.Test report attached. 11c. cfm/100 s.f. Yes 0 No 0 I 12. Cooling system: a)type 12a. b)efficiency 12b. ///A-- (.S 7 t"-IC,- 13. Heating system: a)type 13a. /(//-4. -'kiiS7 tin ' b)efficiency 13b. 14. HVAC sizing calculation:attached 14. NIA. Yes❑ No 0 15. Water heating system: a)type 15a. I b)efficiency 15b. c,7 j7hJ(` ' I hereby certify that the plans and specifications covered by this form are Review of plans and sp fications covered by this form indicate in compliance ' the Florida Building Code,Energy Con rvation. compliance with the Florida Building Code,Energy Conservation.Before PREPARED BY: EliT--( C.) - a---1Date15 /G construction is complete,this building will be inspected for compliance in I hereby certify that this bu,;,,•• h o...liance with e Ft rids Building accordance with Section 8,F. . ' Code,Energy Cons f- /'^ � CODE FFICIAL: , OWNER/AGENT: l Date: ? / Date: FLORIDA : ' LDING COD -ENERGY CONSER ATION,6th EDITION(2017) R-55 FORMS OFFICE COPY I TABLE R402A ' BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES I Climate Zone 1 Climate Zone 2 I Windows U-Factor=NR U-Factor=0.402 U-Factor= I SHGC=0.25 SHGC=0.25 SHGC= Skylights U-factor=0.75 U-factor=0.65 U-factor= I SHGC=0.30 SHGC=0.30 SHGC= I Doors:Exterior door U-factor=NR U-factor=0.40' U-factor= I Floors: Slab-on-Grade NR NR I Over unconditioned spaces4 R-13 R-13 R-Value= I Walls':Ext.and Adj. Frame R-13 R-13 R-Value= I Mass Insulation on wall interior R-4 R-6 R-Value= I Insulation on wall exterior R-3 R-4 R-Value= I Ceilings' R=30 R=38 Ft-Value= I Air infiltration Blower door test is required on the building envelope to verify leakage<_1 ACH; Total leakage=ACH test report provided to code official. Test re ort attached? I Yes No❑ I Air distribution system': Air handling unit Not allowed in attic Location: I Duct Ft-value Ft-value>_R-8(supply in attics)or>_R-6(all other duct locations) R-Value= I Air leakage': Duct test Postconstruction test Total leakage<_4 cfm/100 s.f.I Total leakage= cfm/100s.f. Rough-in test Total leakage 5 4 cfm/100 s.f.(air handler installed) Test report Attached? Yes 0 No 0 I Total leakage S 3 cfm/100 s.f.(air handler not installed) Location: Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space I Air conditioning system: Minimum federal standard required by NAECA6: Central system<65,000 Btu/h SEER 14.0 SEER= I Room unit or PTAC EER[from Table C403.2.3(3)] EER= I Other: See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard required by NAECA6: I Heat pump<65,000 Btu/h HSPF 8.2 HSPF= I Gas furnace,non-weatherized AFUE 80% AFUE_ Oil furnace,non-weatherized AFUE 83% AFUE= I Other: I Water heating system(storage type): Minimum federal standard required by NAECA6: Electric' 40 gal:EF=0.92 Gallons= I 50 gal:EF=0.90 EF= Gas fired' 40 gal:EF=0.59 Gallons= I 50 gal:EF=0.58 EF= I Other(describe): I NR=No requirement. I (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. I (2)For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code,Residential or Section 1609.1.2 of the Florida Building Code, I Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area-weighted average of U-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, I R402.3.2 and R402.3.3. I (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4)R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" I requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. I (5)Ducts&AHU installed"substantially leak free"per Section R403.3.2.Test required by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes.The total leakage test is not required for ducts and air I handlers located entirely within the building thermal envelope. I (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, Energy I Conservation. ' (7)For other electric storage volumes,minimum EF=0.97-(0.00132*volume). (8)For other natural gas storage volumes,minimum EF=0.67-(0.0019*volume). R-56 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) OFFICE COPY FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requlrement(s) Check Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table R402.4.1.1.Recessed lighting:IC-rated as having<_2.0 cfm tested to ASTM E 283. Windows and doors:0.3 cfm/sq.ft.(swinging doors:0.5 cfm/sf)when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440. ' Fireplaces:Tight-fitting flue dampers&outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat � R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5)or(7),Florida Air distribution system R403.3.4 Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes.Air handling units are not allowed in attics. ' Water heaters R403.5 Comply with efficiencies in Table C404.2.Hot water pipes insulated to>_R-3 to kitchen outlets,other cases. Circulating systems to have an automatic or accessible manual OFF switch.Heat trap required for vertical pipe risers. ' Swimming pools&spas R403.10 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency is 82%.Heat pump pool heaters minimum COP is 4.0. ' Cooling/heating R403.7 Sizing calculation performed&attached.Special occasion cooling or heating capacity requires separate system or equipment variable capacity system. Lighting equipment R404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps. FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) R-57 OFFICE COP likiii yo t Artisan° Lap Siding and Trim EFFECTIVE MAY 2017 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) g L STORAGE E A Store flat and keep dry and covered prior to installation(fig 1).Installing siding wet or A P saturated may result in shrinkage at joints.Protect edges and corners from breakage.James D ` ' Hardie is not responsible for damage caused by improper storage and handling of the product E it D L ! HANDLING A i When working with Artisan®siding and trim products,carry the product on edge.If only one P person is carrying the product,hold it in the middle and spread arms apart to better support \_\\{ the product(fig 2).If two people are carrying the product,hold it near each end and on edge I (fig 3).Do not lift or cavy Artisan products flat(fig 4). Figure 1 Figure 2 Figure 3 Figure 4 U N CUTTING INSTRUCTIONS OVERVIEW Figure 5 24 in o.c.max 1. Position cutting station so that wind will blow dust away '� from user and others in working area. 2. Use one of the following methods: a.Best: Circular saw equipped with a HardieBlade® L. saw blade and attached vacuum dust " MIIIINIMIIIM collection system plywood or b.Better: Circular saw equipped with a HardieBlade OSB sheathing _— saw blade and a dust collection feature I ' I'— (e.g.Roan®Saw) water-resistive barrier C.Good: Circular saw equipped with a HardieBlade i lal 111.m......111111,....iy saw bladea .1011-14. 1011111111111114101 - leave appropriate concrete — NEVER grind or cut with a power saw indoors. gap between Install a 1 1/2 in off stud tongue foundation planks and trim, — NEVER dry sweep dust;use wet dust suppression or vacuum to collect dust. starter strip to and groove joint then caulk* For maximum dust reduction,James Hardie recommends using the"Best'cutting practices. ensure a consistent For best performance when cutting with a circular saw,James Hardie plank angle recommends using HardieBlade saw blades. NOTE:James Hardie makes no representation or warranty that use of a particular cutting artisan option will assure your compliance with applicable laws and safety requirements. •Apply caulk in accordance with If you are unsure which cutting option is best for your jobsite,consult a qualified industrial caulk manufacturers'written Siding I Trim hygienist or safety professional,or contact your James Hardie representative for assistance. application instructions. LAP SIDING I BEADED LAP SIDING I ACCENT TRIM — Visit jameshardiepros.com for the most recent version. ART1701 P1/8 05/17 V 4Ar-iNik,14 �o �� Artisan Lap Siding and Trim •GENERAL REQUIREMENTS • Artisan siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum,spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.jameshardiepros.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.HardieWrap®Weather Barrier,a non-woven non-perforated housewrap,does comply with building code requirements. • All flashing and clearance details in figs.6-18 MUST be followed when installing James Hardie®products. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6in.in the first 10ft • Do not use Artisan lap siding in fascia or trim applications. • Do not install James Hardie products such that they may remain in contact with standing water. • Artisan lap siding may be installed on flat vertical wall applications only. • DO NOT use stain,oil/alkyd based paint,or powder coating on James Hardie products. • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin#8"Expansion Characteristics of James Hardie Siding Products"at www.jameshardiepros.com. CLEARANCE AND FLASHING REQUIREMENTS • Artisan lap butt joints are designed to be installed off stud.Do not nail within 2 in.of tongue and groove at end of planks. • James Hardie recommends cutting tongue or groove off when butting into trim boards(fig.18). • When ending Artisan lap at the bottom of a window or at the top of a wall,a finishing strip similar to a starter strip may be necessary to achieve a proper plank angle.Also when cutting Artisan lap around doors,windows,or other horizontal trim applications,an additional starter strip may be necessary to achieve proper plank angle(fig.7). Figure 6 Figure 7 Figure 8 Figure 9 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path,Steps to Siding 111.11111....74;044* , Z-Flashing li I' bAsy required bylRCcode g® ain4inx4inMin.'/a in 111111 Min. Do not caulk1117111r t� in. /�I i lin Figure 10 Figure 11 Figure 12 Figure 13 Figure 14 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry ,,,, -� 11--' _-Flashing • Z-Flashing • ...0.-: ZFla•hing Z Flashin g 101° __ ��n.Yin ce` .1 -� 6in s, 101111111- . 4, .;/aMi ' in Figure 15 Figure 16 Figure 17 Figure 18 Drip Edge Block Penetration Valley/Shingle Extension Butting to Trim Z-Fla Extend shingles `° Min.'/a In:1----. at least 1 in out D• caulk from the fascia ~� s. \ �I when gutters \ ir j are present • \� remove tongue or ----:— groove when method l _...111.. ...---_....---- ..._/ butting trim AlfT1701 P2/8 05/17 v fize Amepf.e '.��% ,ei` MENT&TREATMENT p Trim JOINT PLACEMENT JOINT TREATMENT -pIIAI N'' tg0E �gtfrt "land on Artisan®siding butt joints can be treated with either AR f f �"� { caulk(fig.15) removing locking stu ,l is ecommen e t fru oint a placed 4 in off or by minimum 3 in of w,th f th �dc� S� li from both ends of siding then place a joint flashing. •When installingArtisan®Accent Trim all clearance&flashing details figs 6 tbfugh 111imustrbelfoilowimioN B:JOINT FLASHING •2-1i 24 in o.c.max—'1 .o attach Artisan Accent 1 h nil u 2 fast r"- .■ Accent Trim to steel fra Alli •Fast �_ s.When using finish nai--.1.— s os the Rec— /4 in.Fasteners must b:■ ro p, 141 ma) a in off stud stened.Note:James Ha---_____i 'tall I. are �i hew(fig.20). •Flas p/ id exposed trim. NOTE:Butt ends may be angle water- 4 -� cut foro bonAorB self Blind Nail resistive Figure 20 21 stacking I I framer �m.... 0 Top View ii Al i Oil 1 ..• .1 low i Ai yl.— will !6 •0 0 0 01,aiiiiiiiiii. i .mi ,, �� RGUPE 14 tap view Fl 7illig.,. using Artisan �� Accent Trim INSTACLATIO ; , TENER REQUIREMIWTS Ilillial III A. Follow llaclearance equirements. }..I B. A starttr strip '.t a tie. +•AdisNn1(fh evE Channel :nd Co e siding.45° - C. Level Od install starter course. board weather art (see note above) 1.5 in thick trim Note:/iti. ve siding come w h a nailini groov•that allows quick. d accu ate fastener ilacem nt. Tio:Use a small sc6.1132didce of Artisan V-Rustic.Beve Channel ,nd Co e sidin• to use as. block t.seat the sidi'• into e course below. D. Artisan V-Rustic,BeVel Chancel and Cove siding can now be installed by stacking the siding +o the course balovi Boar4is car be completed by oPreebalty‘bratitie need of a lap gaugeSite Built Corners Other areas(e.g.window trim, Td band boards and fascia) casurh.occasionally to cnsurc 3idin la Icvcl and has pro cr rcvcd. 1 nailevery 16in to attach boards tone her F4 ifh areaE such as ga w ehaioil sil,�r w fir o here stac dnOnrmilstefil It 66if►ene of the follav/laglsleVeM 16 in 1 Cut the material in sections install first section into place Take remaining cectinn and slidF into pias then facten both gectinnc 6.2.Usinc a uliliaafi secytleeibetlorattp�toiholstedadhogetla�nstall in the traditional method.ethod. 3 nails every 16 in •s ,16 in each board , — Artisan I 24 in o.c.max H A F Y siding Artisan Bevel I�- 111111.1 Channel 8 Cove �l I o For Col swing Artisan Place ro =1 I I used w fastener 1 in 1Ci 1 fer down from !— t PlaceIll 1 I Blind Nail to spec top of plank fastener tt1 I i ` lam Step1: in nailing ' 1 ISI ; groove 1 I I w, position Jr stack plank / 1 I water- such that it �I I 1 I resistive sets into the I barrier Step 2: N 2' plank below. I I 6d sidil el 1 I �/ may be, water-resistive barrier ` I I FIGURE 16-A water-resistive barrier --% Installation of HardieTrim tabs in Coastal RF6J ;B James Hardie requires that stainless steel staples&fasteners be used FIGURE 17 f 16 in OC max--AEI HardieTrim Flat Tab when installing HardieTrim Tabs in coastal regions. Fipure 2 ~'1—'� InstaIfaltlMPSfi F fl180fipl #PiNi > tErefCUlnlik product Technical Data Sheet at wwW:Artlsaniuxu y.com Fasten HardieTrim Flat Tab to minimum HardieTrim tabs must not come in direct contact with ACC or CA preservative-treated wood. r 7/16 in OSB with min 2, 6d siding nails Refer telaeroire7 re+ ean d eavega�ppeaemraig rers recommendations _ ART10017613 /11 /17 /1-7L6' ''�� ,� Artisans Lap Siding and Trim "1 TRIMMING CORNERS When using HardieTrim tabs prebuild outside corners off the wall: • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8)-18 ga.1/2 in L x 1/4 in W narrow crown corrosion resistant staples using a pneumatic stapler.Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards.(Figure 24) • For wood frame construction,attach the trim to the building with 6d siding nails fastened through the Corner Tabs.ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 25) • Attach a HardieTrim Corner Tab 1 in from each end and every 20 in o.c. • TIP:Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight (Figure 27) Figure 24 Figure 25 Figure 26 Figure 27 Ilk For Jig: .i.I1I1I 1 Use 4 staples per '� ` Fasten 2 in x 4 in Comer studs Corner Tabs '`k timber blocks piece of trim toto a work bench 0 fasten shaped tab to 1rikH‹ we her cut4 �� the pre-built IIIIIIIIIIIIIi corner.Use the ' ' ' Mink �WI!A nail line on the �nail Comer TabArtisan--�_ tabs as a guide. ,Accent Trim toathe timbe blocks sten 2 in 8 in ud Figure 28 lial corner ��_ studs i-, Artisan Accent Trim boards can also be installed directly to 6 the building(fig.31)around corners using 2-1/2 in long ERN�c . minimum 16 ga.galvanized finishing nails every 16 in o.c. witai t 2-1/2 in Finish nail TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS* Trim the opening prior to the installation of the siding(Figure 29). Figure 31 water-resistive Barrier I 1/4 in gap NM Place a Flat Tab at the end of each trim board and one tab every16 in OC. tuckedg needs to be 1 Do not caulk under the water between i,- Attach Attach the trim boards and Flat Tabs around the opening as shown in resistive barrier and over i mg and Figures 29 and 30. the Flat Tabs. the flashing. Figure 30 ii Figure 29 Header giehe spans the windowSide trim pieces go toinGuding the side trim pieces.the top of the window. ii. I. 1.11111 iii I1 .•- -----A'L•.I ■ - ' 1/8 in caulked 11111 ' gap is left bdig n siding and the sise trim ■� Bottom trim piece I pieces. fis the width of the I 11 window. ■ *Follow your window/door manufacturers installation instructions for caulking guidance between window/door trim. ART1701 P4/B 05/17 Iy >o 411 ,..s Artisane Lap Siding and Trim 1 BAND BOARD A flashing is required over the trim and HardieTrim Flat Tabs.(Figure 34)Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building.Place a HardieTrim Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in o.c. The HardieTrim Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board(Figure 32&33). Use 16 ga.galvanized 2 in long finish nails to ensure proper fastening if needed. Figure 32 Figure 34 Fasten 4 staples to the center of the nailing ridge HardieTrim Flat Tabs Weather- resistive 16 in o.c.max-111barrier Sheathing Artisan Lap Siding Figure 33 imi.—HardieTrim Flat Tabs m 1/4 non tgcaulk. Flashing 111 Blocking . 16 in o.c.max A --------Artisan Accent Trim Board Figure 35 FLUSH Flat and Corner TabsFlat and 111.1:k . \Caulk Corner Tabs114 im 411 Flat Tabs Siding nail attaches Do not under Only use staples to fasten tab to the wall. drive nails. Flat and Corner Tabs to the trim boards. HARDIETRIM TAB FASTENER TABLE APPLICATION FRAMING MATERIAL FASTENER FASTENER MAX TAB SPACING TAB IS NAILED INTO (TAB TO FRAMING) (TAB TO ARTISAN ACCENT TRIM) (INCHES ON CENTER) Wood Stud (minimum G=0.42) One 6d corrosion resistant siding nail installed through center of flange into framing Minimum APA rated Two 4d ring shank corrosion resistant siding nails equally spaced installed Four 18 ga.X 1/2 in long X 1/4 in 16 FLAT TAB 7/16 in OSB through flange into framing wide corrosion resistant crown staples,equally spaced in one row Minimum 20 One No.8 X 1 in long X 0.323 in head diameter screw(corrosion resistant) gauge steel installed through flange into framing Wood Stud On each flange,Install one 6d corrosion resistant siding nail through flange into framing (minimum G=0.42) For each piece of trim,install Four Minimum APA rated On each flange,Install two 4d ring shank corrosion resistant siding nails through 18 ga.X 1/2 in long X 1/4 in wide 20 CORNER TAB 7/16 in OSB flange into framing corrosion resistant crown staples, Minimum 20 On each flange,Install one No.8 X 1 in long X 0.323 in head diameter screw(corrosion equally space in two rows gauge steel resistant)through flange into framing Wind-Borne Debris Region: Additional fasteners may be necessary when installing tabs in a Wind-Bome Debris Region,please call Technical Services 800-942-7343 with any questions. ART1701 P5/8 05/17 y >a �� Artisan' Lap Siding and Trim 1 ARTISAN® LAP & BEADED LAP SIDING Figure 36 4 oint flashing* JOINT PLACEMENT Artisan Lap and Beaded Lap siding butt joints are designed to be installed off stud.Butt joints must not fall within 4 inches of a stud(fig.38).Do not nail within 2 in.of the end of planks. Artisan lap siding JOINT TREATMENT Install factory finished tongue and groove edges together at butt joints using Joint Flashing(fig 36). STARTER STRIP Install a 1-1/2 in starter strip to ensure a consistent plank angle(fig 5). FASTENER REQUIREMENTS *As required by local building code Figure 37 Figure 38 BLIND NAILING(required) PROPER NAIL PLACEMENT 24 in nailing line O.C.max. stud11111 DO NOT USE E NAIL UNE b - ' ' AS LAP UNE water-resistive - .` � 1 barrier �'� Butt joints must not min.1 Y.in I I overlap t I ; fall within 4 inches a of a stud. DO NOT USE d NAIL UNE 1 1/4 in min. .� AS LAP UNE overlapi blind Waif water-resistive barrier �✓ Wood Framing water-resistive •Siding nail(0.09 inshank x 0.221 in HD x 21/4 in long) barrier Steel Framing •Do not nail within 2 in of tongue and groove at end of planks. •Ribbed Bugle Head screw(No.8-18 x 0.323 in HD x 1 5/8 in long) •Use the nailing line provided on the board for proper nail placement. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel. •Consult applicable product evaluation or listing for correct fasteners type Electro-galvanized are acceptable but may exhibit premature corrosion. and placement to achieve specified design wind loads. James Hardie recommends the use of quality,hot-dipped galvanized nails. •NOTE:Published wind loads may not be applicable to all areas where Local James Hardie is not responsible for the corrosion resistance of fasteners. Building Codes have specific jurisdiction.Consult James Hardie Technical Stainless steel fasteners are recommended when installing James Hardie Services if you are unsure of applicable compliance documentation. products near the ocean,large bodies of water,or in very humid climates. •Drive fasteners perpendicular to siding and framing. •Fastener heads should fit snug against siding(no air space).(fig.A) Manufacturers of ACQ and CA preservative-treated wood recommend spacer •Do not over-drive nail heads or drive nails at an angle. materials or other physical barriers to prevent direct contact of ACO or CA •If nail is countersunk,fill nail hole and add a nail.(fig.B) preservative-treated wood and aluminum products.Fasteners used to attach •For wood framing,under driven nails should be hit flush to the plank with a HardieTrim Tabs to preservative-treated wood shall be of hot dipped hammer(For steel framing,remove and replace nail). zinc-coated galvanized steel or stainless steel and in accordance to 2015 •NOTE:Whenever a structural member is present,Artisan lap should be IRC R317.3 or 2015 IBC 2304.10.5. fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood should only be used when traditional framing is PNEUMATIC FASTENING not available. James Hardie products can be hand nailed or fastened with a pneumatic tool. •Do not use aluminum fasteners,staples,or clipped head nails. Pneumatic fastening is highly recommended.Set air pressure so that the fastener is driven snugwith the surface of the siding.A flush mount attachment tt on the pneumatic tool is recommended. This will help control the depth the nail N , . � Countersink, f;;,� is driven.If setting the nail depth proves difficult,choose a setting that under \ Fill&Add Nail drives the nail. (Drive under driven nails snug with a smooth faced hammer- snug flush DO NOT DO NOT Does not apply for installation to steel framing). Figure A Figure B under drive nails staple ART1701 P6/E 05/17 /1-7.>o .4;;� �� ,f Artisan"'Lap Siding and Trim ' �1 CAULKING & PAINTING For best results,use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:Some caulking manufacturers do not allow tooling. DO NOT use stain or oiValkyd base paints on James Hardie®products. Factory-primed James Hardie Products must be painted within 180 days of installation.100%acrylic topcoats are recommended.Do not paint when wet For application rates,refer to paint manufacturer's specifications.Back-rolling is recommended if the paint is sprayed. CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up ColorPlus products. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE •Care should be taken when handling and cutting James Hardie ColorPlus products.During installation,use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with a new piece of siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. PAINTING SIDING AND TRIM WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew. •Repriming is normally not necessary. •100%acrylic topcoats are recommended. •DO NOT use stain or oil/alkyd based paints on James Hardie products. •Apply finish coat in accordance with paint manufacturers'written instructions regarding coverage,application methods,and application temperature. •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section. CARE & MAINTENANCE Recommended maintenance includes,but is not limited to: •Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* •Re-applying of exterior finishes.* •Maintaining the exterior envelope and connections including joints,penetrations,flashings,and sealants(caulking)that may provide a means of moisture entry beyond the exterior cladding. •Cleaning out gutters,blocked pipes,and overflows as required. •Pruning back vegetation that is touching the building.Clearance between the siding and shrubs is recommended. •Ensuring required external ground clearances and drainage slopes are maintained. *Refer to your paint manufacturer for washing and recoating recommendations. ART1701 P7/8 05/17 V 4nzi Artisan a>Lap Siding and Trim vrIK WARNING High pressure water blast and sand blasting may damage the surface of the fiber cement product.Low pressure water spray,a soft medium bristle(nonmetal) brush is most suitable for cleaning fiber cement products.Acid washing can damage the fiber cement surface and is not recommended. Note:If using a pressure washer,care must be taken to ensure that the water stream does not damage the surface of the siding. Damage to siding arising from improper cleaning or maintenance may not be covered by the James Hardie warranty. Using wide fan tips that are kept a minimum of 6 feet from the wall and at pressures under 1500 psi will minimize the chance of damaging the siding. COVERAGE CHART/ESTIMATING GUIDE This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. Number of 12 ft planks,Includes 5%waste factor. Coverage Area Less Openings Lap Width 51/4 71/4 81/4 1 SQ=(100sq.ft.) - Exposure 4 6 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 Silica Warning.DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use.The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting,machining,dnlling,routing.sawing,crushing.or otherwise abrading fiber cement,and when cleaning up,disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA PEL for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust;(2)warn others in the area to avoid the dust;(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment: and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up.use a well maintained vacuum and fitter appropriate for capturing tine (respirable)dust or use wet clean-up methods-never dry sweep. WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Wamings.ca.gov. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,Artisan®lap is recognized as a suitable alternate to that specified in:the 2006,2009,2012&2015 International Residential Code for One and Two-Family Dwellings.and the 2006,2009 2012&2015 International Building Code,Artisan lap is also recognized for application in the following:State of Florida listing FLe10477.Dade County,Florida NOA No.15-0122.03.02 and Texas Department of Insurance Product Evaluation EC-55.These documents should also be consulted for additional information conceming the suitability of this product for specific applications. HardieTmV boards may be installed as an equal alternative to conventional trim permitted for use in;2006,2009,2012&2015 International Building Code,Section 1403.1,and the 2006,2009,2012&2015 International Residence Code for One-and Two-Family-Dwellings.Section R703.1. ®2017 James Hardie Building Products Inc.All rights reserved.TM,SM and® Product Warranties and Additional Installation and Safety Information are available at denote trademarks or registered trademarks of James Hardie Technology Limited. jameshardiepros.cum ® JamesHarclie ART1701 P8/8 05/17 • OFFICE COPY eci,,, HardiePlank./z. Lap Siding JamesHardie EFFECTIVE FEBRUARY 2014 INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS® PRODUCTS Visit www.j-ameshardie.com for the most recent version. SELECT CEDARMILL°•SMOOTH • BEADED CEDARMILL° IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WffH APPLICABLE BOLDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE& HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation.Installing siding wet or 1.Positron cutting station so that wind will blow dust away from user 1.Cut only using shears(manual,electric or pneumatic). saturated may result in shrinkage at butt and others in working area. 2.Position cutting station in well-ventilated area 2.Use one of the following methods: joints.Carry planks on edge. Protect a.Best: i.Shears(manual,electric or pneumatic) edges and corners from breakage.James b.Better: i.Dust reducing circular saw equipped with a -NEVER use a power saw indoors Hardie is not responsible for damage HardieBlade"saw blade and HEPA vacuum extraction -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling c.Good: i.Dust reducing circular saw with a HardieBlade saw blade-NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. (only use for low to moderate cutting) _� Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. � /1 NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information s available _=j 0 at www,jameshardie.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. IMPORTANT: To prevent damage to the drip edge, extra care should be taken when removing planks from the pallet, while handling, and when installing with a lap gauge. Please see additional handling requirements on page 4. GENERAL REQUIREMENTS: •References to the 2005 National Building Code(NBC)of Canada are made throughout this document Local building code requirements may supersede the NBC in some locations. •Where local building code requires a capillary break(Rainscreens,Furring,Etc.),fastener specifications per the CCMC can still be used as long as the required . fastener penetration is achieved into an approved nailable substrate. •HardiePlank®lap siding can be installed over braced wood or steel studs spaced a maximum of 610mm(24")o.c.or directly to minimum 11.1 mm(7/16")thick OSB sheathing*.See general fastening requirements.Irregularities in framing and sheathing can mirror through the finished application.HardiePlank lap siding can also be installed over furring strips(in accordance with local building code requirements). I •HardiePlank lap siding can also be installed over foam insulation/sheathing up to 25mm(1")thick.When using foam insulation/sheathing,avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing.Extra caution is necessary if power-driven nails (fasteners)are used for attaching siding over foam insulation/sheathing. •A water-resistive barrier is required in accordance with Part 9.27.3.2 of the NBC.The water-resistive barrier I must be appropriately installed with penetration and junction flashing in accordance with Part 9.27.3 of the Figure 1 Co sble Won Single Wall struction NBC.James Hardie will assume no responsibility for water infiltration. water-resistive banner let-in bracing •When installing James Hardie products all clearance details in figs.3-14 must be followed. Ammar or 24"o.c.max. •Adjacent finished grade must slope away from the building in accordance with local building codes. OSB sheathing •Do not use HardiePlank®lap siding in Fascia or Trim applications. I •Do not install James Hardie products,such that they may remain in contact with standing water. 1"..•,`! I0 •HardiePlank lap siding may be installed on flat vertical wall applications only. / I •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. •For larger projects,including commercial and multi-family projects,where the span of the wall is 'I significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. Nail line(If nail o i( INSTALLATION: JOINT TREATMENT Figure 2 line is not One or more of the followingjoint treatment options joint stud present placei 1 P flashing 'mu fastener are required by code(as referenced 2009 IRC between i R703.3.2) 19mm(3/4')& A.Joint Flashing(James Hardie recommended) I 0 m(3/8')from 25mm(1") .% /IIIIII# B.Caulking*(Caulking is not recommended edge of plank from top of a -asstve plank) barrier for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather HamiePlanks/HardieShingleo u fastener differently.For the same reason, install a 1 1/4"starter strip to YHardieZone'" ensure a consistent plank angle do not caulk nail heads onHardiePlank`siding ColorPlus products.) install planks in moderate contact at butt joints leave appropriate gap between planks and trim,then caulk."" C."H" jointer cover Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.'Refer to Caulking section in these instructions. WARNING:AVOID BREATHING SILICA DUST James Hardie3 products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade•saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others in the immediate area;(4)wear a property-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND , INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soman HS11118-P1/4 02/14 Iiz u CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding .., ` � ..,ate 6. I Z Flashing ppinr As required ode 01 C \d/ by 4"x 4" Min.6 mm(Ye) ` '�� F-2).50 mm Do not caulk �P,, 1 In.50 mm r r \ . t' (2") Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry ;� . ____ � ::.�.. :fly . -Flashing �i Z-Flashing Z Fla hin Z-Fl..hinla g 1 I > it...1.::...„ � I /"171144416L-2") m ll6 mm .1. �1 03 mm (/e ) OL' • (8„) ` ”, 25mm 1 I (1") 6mm tin.12mm CA") Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension Z-Fla 1 fi. 0�— �` Min.6m n ••�y' at lel sf25 mm V /1' / fascia when f / gutters are . \. / � , resent 1111,/ FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlanke lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).For Fastening schedule refer to Wind Load Table on page 4 of this document.Pin-backed corners may be done for aesthetic purposes only.Pin-backs shall be done w/finish nails only,and are not a substitute for blind or face nailing. FACE NAILING BLIND NAILING Corrosion Resistant Nails(galvanized or stainless steel) Corrosion Resistant Nails(galvanized or stainless steel) •6d common nail(2.9 mm shank x 6.7 mm HD x 50 mm(2")long) •Roofing nail(3 mm shank x 9.5 mm HD x 32 mm(1 1/4")long) •Siding nail(2.3 mm shank x 5.6 mm HD x 50 mm(2")long) •Minimum Requirement:Siding nail(2.4 mm shank x 5.6 mm HD x 50 mm(2")long) •Siding nail(2.3 mm shank x 5.6 mm HD x 38 mm(1 1/2")long)* Corrosion Resistant Screws Corrosion Resistant Screws •Ribbed wafer-head or equivalent(No.8 x 9.5 mm HD Ribbed bugle-head or equivalent(No.8-18 x 8.2 mm HD x 41 mm(1 5/8")long). x 32 mm(1 1/4")long).Screws must penetrate 6 mm or 3 full Screws must penetrate 6 mm or 3 threads into metal framing. threads into metal framing. Corrosion Resistant Fasteners Corrosion Resistant Fasteners ET&F pin(2.5mm shank x 6.4mm HD x 38mm(1 1/2")long) ET&F Panelfast (2.5mm shank x 8mm HD x 38mm(1 1/2")long) 610mm(24") Figure 15 Figure 16 St d O.C.max 610mm(24" i( ) Stud it �lll.lillllfr 31mm — O.C.max moo — Joint �V _ Minimum overlap _Ir.... Overlap __ =M"' for Both Face r►— `' r and Blind Nailing .....-\ ; 1 r Nail Line "e7) 19-25mm - 111 (3f4"-1") min.31 mm - -° ' / I (1 1!4")overlap PillI I— Face Nail I Blind Nail i ` Water Resistive 31 m Water Resistive Barrier (1 1/4") Barrier min Overlap Laminate sheet to be removed immediately after installation of each course for ColorPluse products. ' When face nailing to OSB,planks must be no greater than 81/4"wide and fasteners must be 305mm(12")o.c.or less.**Also see General Fastening Requirements. HS11118-P2/4 02/14 IiZ, GENERAL FASTENING REQUIREMENTS •Consult applicable code compliance report for correct fasteners type and placement to Fasteners must be corrosion resistant,galvanized,or stainless steel. achieve specified design wind loads. Electro galvanized are acceptable but may exhibit premature NOTE:Published wind loads may not be applicable to all areas where Local Building Codes corrosion. James Hardie recommends the use of quality,hot-dipped have specific jurisdiction.Consult James Hardie Technical Services if you are unsure of galvanized nails. James Hardie is not responsible for the corrosion applicable compliance documentation. resistance of fasteners. Stainless steel fasteners are recommended •Drive fasteners perpendicular to siding and framing. when installing James Hardie•products near the ocean,large bodies •Fastener heads should fit snug against siding(no air space).(fig.A) of water,or in very humid climates. •Do not over-drive nail heads or drive nails at an angle. •If nail is countersunk,fill nail hole and add a nail.(fig.B) Manufacturers of ACQ and CA preservative-treated wood •For wood framing,under driven nails should be hit flush to the plank with a hammer(For recommend spacer materials or other physical barriers to prevent steel framing,remove and replace nail). direct contact of ACQ or CA preservative-treated wood and aluminum NOTE:Whenever a structural member is present,HardiePlank should be fastened with even products.Fasteners used to attach HardieTrim Tabs to preservative spacing to the structural member.The tables allowing direct to OSB or plywood should only treated wood shall be of hot dipped zinc-coated galvanized steel or be used when traditional framing is not available. stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 •Do not use aluminum fasteners,staples,or clipped head nails. Snug Flush PNEUMATIC FASTENING (..\\ ,\ ,i countersunk, `';`\James Hardie products can be hand nailed or fastened with a pneumaticrof ► fill&add nail -witV tool.Pneumatic fastening is highly recommended. Set air pressure so that \ do not under DO NOT the fastener is driven snug with the surface of the siding.A flush mount Figure A Figure B drive nails STAPLE attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven.If setting the nail depth proves difficult,choose a setting that under drives the nail. (Drive under driven nails snug with a CUT EDGE TREATMENT smooth faced hammer-Does not apply for installation to steel framing). Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 PAINTING Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM DO NOT use stain on James Hardie products.James Hardie products must C834.Caulking/Sealant must be applied in accordance with the caulking/sealant be painted within 180 days for primed product and 90 days for unprimed. manufacturer's written instructions.Note:OSI Quad as well as some other 100%acrylic topcoats are recommended. Do not paint when wet.For caulking manufacturers do not allow tooling.DO NOT caulk nail heads application rates refer to paint manufacturers specifications.Back-rolling is when using ColorPlus products,refer to the ColorPlus touch-up section. recommended if the siding is sprayed. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE ' •Care should be taken when handling and cutting James Hardie®ColorPlus products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlue Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank lap siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus°product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance COVERAGE CHART/ESTIMATING GUIDE arising from use of third party touch-up paints or Number of 12'planks,does not include waste paints used as touch-up that are not James Hardie touch-up,will not be covered under the James Hardie COVERAGE AREA LESS HARDIEPLANK SIDING WIDTH ColorPlus Limited Finish Warranty. OPENINGS PAINTING JAMES HARDIE®SIDING (1 sQ SC sq.ff.) (1 SQ Meters (exposure) 514 61f5 71 6 66114 6314 817 AND TRIM PRODUCTS WITH 1 (9.29 25 20 17 16 15 14 COLORPLUS®TECHNOLOGY 2 18.58 50 40 33 32 30 29 3 27.87 75 60 50 48 44 43 When repainting ColorPlus products,James 4 37.16, 100 80 67 64 59 57 Hardie recommends the following regarding 5 46.45) 125 100 83 80 74 71 surface preparation and topcoat application: 6 55.74 150 120 100 96 89 86 7 65.03 175 140 117 112 104 100 •Ensure the surface is clean,dry,and free of 8 74.32 200 160 133 128 119 114 any dust,dirt,or mildew 9 83.61 225 180 150 144 133 129 •Reprimingnormallynot necessary 10 (92.9 250 200 167 160 148 143 is 11 (102.19 275 220 183 176 163 157 •100%acrylic topcoats are recommended 12 (111.48) 300 240 200 192 178 171 •DO NOT use stain or oil/alkyd base paints 13 1(120.77 32 260 217 208 193 186 14 350 280 233 224 207 20 on James Hardie products 15 (139.35) 375 300 250 240 222 2114 •Apply finish coat in accordance with paint 16 (148.64) 400 320 267 256 237 229 manufacturers written instructions regarding 17 157.93 425 340 283 272 252 243 e,application methods,and 18 167.22 450 360 300 288 267 257 Covera g pp 19 176.51 475 380 317 304 281 271 application temperature 20 (185.8) 500 400 333 320 296 286 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. IRECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified in:the 2006,2009,&2012 International Residential Code for One- and Two-Family Dwellings,and the 2006,2009,&2012 International Building Code,.HardiePlank lap siding is also recognized for application in the fol owing:City of Los Angeles Research Report No.24862,State of Florida listing F11889,Dade County,Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23.City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HS11118-P3/4 2/14 NZ. 10 COMPLIANCE: RECOGNITION: HardiePlank(lap siding complies with ASTM Specification C1186(Grade II,Type A)and HardiePlank lap siding is recognized as an exterior wall cladding in CCMC ISO Standard 8336(Category 3,Type A). Evaluation Report 12678-R.This document should also be consulted for When tested in accordance with CAN/ULC-S102,the product is recognized to have the additional information concerning the suitability of this product for specific following properties: Flame Spread Rating:0,Smoke Developed Classification:0. applications.For technical assistance,call 1-800-9-HARDIE. When tested in accordance with CAN ULC-S114,the product is recognized as noncombustible. ADDITIONAL HANDLING REQUIREMENTS FIRE-RESISTIVE CONSTRUCTION: IMPORTANT:To prevent damage to the drip edge,extra care should be taken when HardiePlank lap siding is recognized as a component in 1-hour fire-related removing planks from the pallet,while handling,and when installing with a lap gauge. wall construction.Details of this assembly(Design No.JH/WA 60-04)may Planks are interlocked together on the pallet,therefore they should be removed from be found at:www.lntertek-ETLSemko.com the pallet horizontally(side to side)to allow planks to unlock themselves from one another. Pull from across the stack Do not go down the stack ft.„ NNsi. .1.4, - N . \, . : +ia��1111 \ a IV�� MI 7r4111KIMIIIL WIND LOAD TABLE Refer to CCMC Evaluation Report 12678-R for steel stud application. NOMINAL PRODUCT FASTENER NAILING FRAME MAXIMUM ULTIMATE LOAD PRODUCT THICKNESS TYPE TYPES STUD SPACING @FAILURE WIDTH(mm) kPa psf <190 (7.5") 1 7.5mm Min.2.4 mm shank Through Nominal 406mm 4.39 92 1 (5/16"") x 5.6 mm HD x 50 mm(2") top edge 2x4 wood 2 (16") long galvanized roofing nail of plank 203 (8") � 7.5mm Min.2.4 mm shank Through Nominal 406mm 3,93 82 210 (8.25") (5/16") x 5.6 mm HD x 50 mm(2") top edge 2x4 wood 2 long galvanized roofing nail of plank (16") <241 (9.5") 7.5mm No.11 ga.x 9.5 mm HD Through Nominal 406mm(16") 6.77 141 w/off stud/ (5/16") x 32 mm(1 1/4")long top edge 2x4 wood splice galvanized roofing nail of plank 610mm(24") 4.41 92 <241 (9.5") ' 7.5mm 2.3 mm shank x 5.6 mm Through Nominal 406mm 5.08 106 (5/16") HD x 50 mm(2") Overlap 2x4 wood 2 (16") long galvanized siding nail <241 (9.5") 7.5mm 6d common Through Nominal 406mm(16") 9.53 199 (5/16") 50 mm long(2") Overlap 2x4 wood 1 610mm(24") 4.50 94 305 (12") 7.5mm 6d common Through Nominal 610mm 3.60 75 (5/16") 50 mm long(2") Overlap 2x4 wood 1 (24") <241 (9.5") 1 7.5mm 38 mm(1 1/2")long with 7/16"mm NA 3.45 72 ' (5/16") head dia.5.7 mm and shank dia. Through OSB rated 2.3 mm galvanized siding nails Overlap sheathing WIND LOAD TABLE FOOT NOTES: 1.Values are for species of wood having a specific gravity of 0.42 or greater. 2.Values are for species of wood having a specific gravity of 0.36 or greater. METRIC TO IMPERIAL mm inches mm inches mm inches mm inches 2.3 3/32 7.5 5/16 32 1-1/4 203 8 CONVERSION TABLE 2.4 3/32 8.2 21/64 35 1-3/8 210 8-1/4 The following table provides a conversion 2.91/8 92 3/64 38 1-1/2 241 9-1/2 of the nominal metric measurements presented 31 /8 9.5 3/8 41 1-5/8 305 12 in these installation instructions to nominal 5.6 7/32 11.1 7/16 50 2 406 16 Imperial fraction measurement values 5.7 7/32 12 15/32 91 3-5/8 610 24 61 5/6 4 19 3/4 150 6 6.7 17/64 25 1 190 7-1/2 ©2014 James Hardie Building Products,Inc.All rights reserved. Additional Installation Information, () TM,SM,and®denote trademarks or registered trademarks of James Hardie Building Products.IN is a registered trademark Warranties,and Warnings are available at Ja m esHa rd i e of James Hardie Building Products. www.Jameshardie.com HS11118-P4/4 2/14 1 2o tol-h Sze' CBUCK Engineerir u F-L sz i I • ( SpecialtyStructural Erigheerk-q CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report OFFICE COPY "5V Crimp" & "Millennium-V" Metal Roof Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 (877) 358-7663 for Florida Product Approval # FL 5211.1 R7 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: "5V Crimp" & "Millennium-V" Material: Steel Panel Thickness: 26 gauge (Minimum) Panel Width: 24" Facsimile of digital copy signed by James L.Buckner,P.E. Support: Wood Deck Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. ,..` , .-IL.. ....4-�'0 /i Prepared by: ; 1-...•••uCENSF •..F,p'; James L. Buckner, P.E., SECB = *• No 31242 •* Florida Professional Engineer # 31242 =73* Lu Florida Evaluation ANE ID: 1916 %�.‹, •. STATE OF . , , 'i<CNs•'•.FLORIOP`••••ON�� Report No. 17-196-5V-S6W-ER --,''�1'J/1111,10os70NAL�?��\\ (Revises 15-104-5V-S6W-ER) Date: 10/ 16/ 17 Contents: Evaluation Report Pages 1 -8 2017.10.1920:13:36-04'00' CBUCK, Inc.—Palm Beach County, Florida Phone:(561)491-9927• Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Main Office: 1374 Community Drive,Jupiter, Florida 33458 1 FL#: FL 5211.1-R7 Date: 10/16/17 CBUCK Encgineerinq Report No.:2- 1 of 8 5V-S6W-ER Page Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Millennium Metals,Inc. Product Name: "5V Crimp"&"Millennium-V" Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005(1) (d) Product/System "5V Crimp"&"Millennium-V" Description: 26 gauge (Minimum Thickness) Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials&standards: Evaluated: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation(Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32(min.)or 19/32"(min.)or greater plywood, (See Table"A") • or Wood plank(min.specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure: Refer to Table A (Refer to"Table A"attachment details herein) i C FL#: FL 5211.1-R7 Date: 10/16/17 CBUCK Engineering Page 3of g rt No.: 7sv-s6W ER CBUCK,inc.Certificate of Authorization#8064 Spptl Structural Engineering Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-12—Uplift test for roof covering systems • TAS 125-03—Standard Requirements for Metal Roofing Systems Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is equivalent to UL580-06 standard version adopted by the Florida Building Code 6th Edition(2017). • The UL 1897-98 standard version used to test the evaluated product assembly is equivalent to UL1897-12 standard version adopted by the Florida Building Code 6th Edition (2017). Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017),Section 1504.3.2. Evaluation Report Scope: This product evaluation is limited to compliance with the structural requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and •Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use"throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". •Option for application outside"Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. •This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure,site specific or permit design. •All metal components and fasteners shall be corrosion resistant in accordance with applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.6 and 1507.4.4. •Design of support system is outside the scope of this report. •Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. •This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications,Inc. (FBC Organization#:QUA 1824). • FL#: FL 5211.1-R7 Date: 10/16/ 17 CBUCK Engineering Page 4 of g Report No•: 5v-s6w-ER Specblh j Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: (by Manufacturer): Product Identification: "5V Crimp"&"Millennium-V" Material: Steel Thickness: 26 gauge(min.) Panel Width: 24"(max.)Coverage Rib Height: 7/16" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated,or • ASTM A653 G90 galvanized steel Fastener A: Type: Hex-Head Wood Screw with WSW Size: #9(x length to meet min. penetration through deck) Penetration Through: 3/16" min.through wood deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Fastener B: Type: Hex-Head Wood Screw with WSW Size: #10(x length to meet min. penetration through deck) Penetration Through: 3/16" min.through wood deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Section 1507.1.1 and in accordance with applicable code sections and manufacturer's recommendations. Insulation(Optional): Type: Rigid Insulation Board Thickness: 3"(max.) Properties: Density: 2.25 pcf(lbs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". FL#: FL 5211.1-R7 Date: 10/16/17 CBUCK Engineering Report No.:5 17-196- g 5V-S6W-ER Speclaity Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to`TABLE A"below and drawings at the end of this evaluation report.) • Fastener spacing: Refer to Table"A"Below (along the length of the panel) • Row Spacing: Refer to Table"A"Below (along the row,across the panel profile) • Rib Interlock: Lapped • Minimum fastener penetration thru bottom of support,3/16". • For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: * Design Pressure: -112.5 PSF -113.75 PSF -45 PSF -93.75 PSF Deck Thickness: 19/32" 15/32" 15/32" 15/32" Fastener Size: #9 #9 #10 #10 Row Spacing: 12" 12" 24" 12" Fastener Spacing: 12" 6" 12" 12" Corrugation Corrugation Corrugation Corrugation Fastener Location: Peaks Peaks Peaks Peaks &between ribs Refer to Drawing#: A-1&A-2 B-1&B-2 A-1&A-2 A-1&A-2 *Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the "5V Crimp or Millennium V" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 6th Edition (2017). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-94&UL 1897-98 Uplift Test By Hurricane Test Laboratory, LLC(FBC Organization#TST ID: 1527) Report#:0232-0801-00, Report Date:9/8/00, Report 0232-0910-05, Report Date: 11/18/05, 2. UL580-06&UL 1897-12 Uplift Test By Intertek/Architectural Testing, Inc(FBC Organization#TST ID: 1527) Report it: H3985.01-450-44 RO, 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee#423 4. Equivalency of Test Standard Certification By James L.Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 5. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 5211.1-R7 Date: 10/16/17 CBUCKEngineering Report No.: 17o-196-5V-56W-ER Page 6Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck Profile Drawings -• 24"Coverage �- 7115' "' 12" ___L 7 "5V-Crimp"Typical Panel Profile View (Not To Scale) TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: * Design Pressure: -112.5 PSF -113.75 PSF -45 PSF -93.75 PSF Deck Thickness: 19/32" 15/32" 15/32" 15/32" Fastener Size: #9 Min. #9 Min. #10 Min. #10 Min. Row Spacing: 12" 12" 24" 12" Fastener Spacing: 12" 6" 12" 12" Corrugation Corrugation Corrugation Corrugation Fastener Location: Peaks Peaks Peaks Peaks &between ribs Refer to Drawing#: A-1&A-2 B-1&B-2 A-1&A-2 A-1&A-2 *Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. FL#: FL 5211.1-R7 Date: 10/ 16/ 17 CBUCK Engin -- erir �� Page rt No.:;sof 8 sv sSw ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck 12"ac.Typical 1A ice_ A --_ Ak 111, Fastener Spacing Across Paid Wdth Hex-Head Screw with V15W `, 3/1&'rrin penetration ttru deck .■ Refer to Table"A'for Fastener Size &Row Spacing Drawing A-1 Typical Assembly Profile View (Not To Scale) (Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table "A) Fasteners- "5V-Qirrp"Cr Hex-Head Satins withW5W "Mllerriur-V'Roof Panel with 3115"Mn.Penetration thru Deck Refer to Table"A for Fastener Size i ,/4 12'ac.Typical %�� /./1/ support - — — Insulation: -- cbDX bod Plywood Deck,or (Optioned)3"nix.cc 25 psi nin. pia Refer to Tabie"A"for Mnim n Thid<ness Drawing A-2 Typical Assembly Isometric View (Not To Scale) (Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table "A") a FL#: FL 5211.1-R7 Date: 10/ 16/ 17 CBUCK Engineerir iii Page Report No.: i7ofi96 5V 56W ER f 8 Specialty Structural Engineering eering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Millennium Metals "5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck 6"o.c.Typical 6"o.c.Typical 6"o.c.Typic 6"ac.TwicEi Fastener Spacing krixs. Panel Wdth Hex-Head Screw with VNiSVV 3/16"rrin.penetration ttru deck Refer to Table"A'for Fastener Size \/r\� &Row Spacing Drawing B-1 Typical Assembly Profile View (Not To Scale) (Attachment METHOD 2 Per Table "A") Fasteners- Hex-Head Screws with MIA/ with 3'16"Mn.P11/ "��Roof panel Refer to Table"Ak / b6':.T_ f a �, Jf a / - / i \ Insulation: :::'" \ 7 cooxx Ply Deck,or (Optimal)3"max.or 25 psi nin. Oak Refer to Table"A'for Mninun Thidvress Drawing B-2 Typical Assembly Isometric View (Not To Scale) (Attachment METHOD 2 Per Table "A") OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: DF.5In C (Acon [--( 100, Permit # Ae&-.SX/P--C36 7 Project Address: j 10 I (Q 244 S C A 7 (- 4 7l C ��- 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 .roduct approval may be obtained at: www.floridabuilding.org: Category/Subcategory Manufacturer Product Description I Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 5. Automatic 6. Other B.WINDOWS 1. Single hung T 3 - Tt\ suticzED 1 76 7&• 1 2. Horizontal slider 3. Casement 4. Double hung 5.Fixed 6. Awning MT 7;;;F:),V f E0 7C1.5(o. I ✓ 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11.Dual action 12. Other Category/Subcategory I Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding S AF 5146►N� 1=G L017727n 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 2. Underlayments M ID s-rA S Qu tN,L 44-te IA I -1'1421-2 T C1 3. Roofing fasteners 4.Nonstructural metal roof inuU em a i ctl S V C n Lo`P 5-to . 1 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 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 OFFICE COPY 17. Other Category/Subcategory Manufacturer Product Description 1Limitation 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 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description 1Limitation of Use State# Local# H. NEW EXTERIOR 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. Contra for Name Print Name ( ) ( ) (Signature) c Company Name: CD A C.- S Mailing Address: (~p c--c CD iN,,,,� City: LIQ —j lc- F-,As"i State: Zip Code: 3 2233 Telephone Number: (90({) 7S-1— 5 � � Fax Number: ( ) Cell Phone Number: (cj0(1) 7_51) —15 5 E-mail Address: Ta---e (soil - co M . , t kir r �e� . CREEK Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6Th EDm0N(2017) Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued October 11, 2017 1637 516t Street Tuscaloosa,AL 35401 (800)489-2391 www.msaroof.com Manufacturing Location: Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION AND LIMITS OF USE QUIK-Stick Ice&Water QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment Granular constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice &Water Granular is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick Ice&Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment Sand constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick HT QUIK-Stick HT is an ASTM D 1970 self-adhesive underlayment constructed from SBS (High Temperature) modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The product is supplied in 2-sq.rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61- ft and has a nominal thickness of 60 mils. QUIK-Stick HT is to be used as prescribed in FBC Section 1507.1.1. QUIK-Stick HT is permitted to be used with adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. . MSA17001 FL17401-R4 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK MID-STATES ASPHALT AND CANT STRIP,INC Self-Adhering Underlayments TECHNICAL SERVICES, LLC QUIK-Stick HT Pro QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from (High Temperature) SBS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 60 mils. QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick FS QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SBS (Film Surface) modified asphalt with a fiberglass mat reinforcement and textured film surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 45 mils. QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. PRODUCT APPLICATION Min.Roof Slope: 2:12 or in accordance in with the FBC Application: All underlayments shall be installed in accordance with the FBC. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3"side laps and minimum 6"end laps staggered min.6-ft.from preceding course. It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —QUIK-Stick HT only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: QUIK-Stick HT shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: MSA17001 FL17401-R4 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein.