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1876 BEACH AVE - PERMIT RES18-0008 CITY OF ATLANTIC BEACH t` J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 x INSPECTION PHONE LINE 247-5814 RESIDENTIAL -ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0008 Description: interior remodel &exterior landscaping Estimated Value: 150000 Issue Date: 3/20/2018 Expiration Date: 9/16/2018 PROPERTY ADDRESS: Address: 1876 BEACH AVE RE Number: 169542 0608 PROPERTY OWNER: Name: Farid Hakim Address: 1876 BEACH AVE ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: NOBLE CONSTRUCTION GROUP INC Address: 14203 W DEVAN LEE DR JACKSONVILLE, FL 32226 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. CITY OF ATLANTIC BEACH } 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Dat` Revision to Issued Permit Corrections to Comments Permit# Project Address Contractor/Contact Name VUR Phone 9� — �ZCo �� 2(y S� Emaili` � �7;�-yl�..`�� -C�32� Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ 'C� 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 i' MAR - 2018 (Office Use Only) --------- ------_,_,_ '- Approved ( Denied Not Applicable to Department PP PP P Revision/Plan Review Comments Department Review Required: uildi �Z - Reviewed annin By .Tree Administrator u is Workerr � I Public Utilities l Public Safety Date Fire Services I ,s CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date ZRevision to Issued Permit Corrections to Commentsr�/Permit# Project Address l rF ?� R e-oc a A 11 e. kt& -" 'c grl�w/ 'L Contractor/Contact Name ,yc)b I e '0/7 Phone q 01( - $?&-9 Z 6,S Email 5 O'n'D Description of Proposed Revision/Corrections: Permit Fee Due$ brae A 3oc-D - t?a3o I 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 ,e /, I G ot��h ent Review Required: Buildin ,e �5 Reviewed By Admirns Works `tilities \,ty Date jf ,;r,�,� TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division -Jsiaa 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION P-10-wner(s) (— Legal Authorized Agent* NAME OF APPLICANT ray,Il L4�' jG_I� NAME OF COMPANY 'mob C_C", S-tA)r-tc-1 ADDRESS OF COMPANY f L(O<aV PHONE CELL ( 90Y,72 G —yl,g€MAIL Cl'Llp3 CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER /36-7/q 4rcf o!5�1 SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 1'92 (_e R elzs If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 7c,Crev, /& 9 S^Y 20 (aG 3 LOT 3 BLOCK I SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: '?, 3bos�4 SQ FT 39 3� AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 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,FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,l affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacent pro a ies in conjunction with this project. SIGN0JRE OF OWNER SIGNATURE O OWNER Signed and sworn before me on this I day of / ��J �(���,by State of �l �&': County of (/o Identification verified: CG Ci Oath sworn: Yes r Noj�/� L %, tdotary Public State of FloridaChuck ZamarronNotary Signat e� My Commission FF 128653 d, Ex res 06/03!2018 My Commission expires: �f3 (�r� - ,;�a„ :�: ':Tiv�P��_ ,r - '.rex'-'L•:,-.c;�.w+i;'.a;-'-"a» ORDERED BY: f ? ` Thi. Law offices 6f Rad Schl6th , • 2187 'S Th�rd::5t y Jack8onui lte Bch, FL. 3225'0 = r 004-312. 9351 _ _ beach rod�=laW corn S PROPERTY-ADDRESS: 1876.BEACH:AVENUE.ATLANTIC BEACH'.-FLORIDA 32233 SURVEY NUMBER: FL1401.1213 FIELD WORK DATE:7/21/2014 REVISION DATE(S):(REV.0 1/21/2014) FL1401.1213 BOUNDARY SURVEY 13.4 :. DUVAL COUNTY LOT 33 I 'm BLK I 12s'. `w N:89°,I 6'26":E 99..98'(M� _ . �o `J I J 7.5'D.E.4 P.U.E. LOT 10 o0 0o Nm BLK G,W.P.crura 3 T a LINE p .' 7g I):E�E P U.E. °. ❑3 . . . ' p E 23.5' 33 0 ?' Ui t` n CONE:D/W cm INS m m �r tri mo m ?s\ 6 our L N a I 0. -s.5'_ nl° Q d w ° N Im m .I __j p co m JILLt' zZ 1.3' �0 CO m N Na �I m� 5.9'. I ��� I ai 19.G' 29.3' 00 07I 0 ui �P� P/E PJC � 4.9'x o G)(6 ui ' I � Cn Cn i ILO OJ OO o,0 l ZZ Nz 5 89°29'00"W 100.12'(P) I 9 I 5 89-1719"W,99.90'(M) Nm LOT 35 1 BLK I v� I � . Q1tiSyEY to I hereby reit' S�s�oul,l u y of the hereon NOTE5: o described ro elty has madu d my ditecfion, LOT APPEAR530 BE SERVICED BY CITY WATER AND 5EWER O d and to th b st:of o' a a:and b li f,If IS a true PENCE OWNERSHIP NOT DETERMINED O C9 and ac0u at f a s t t.meets:tlie D.E.E P.UX.=DRAINAGE EASEMENT AND PUBLIC UTILITY EASEMENT minimum. h orth' a Florida' Z Board of. still 'al tl grs$M rs In Chapter 5J-17 of the 'da A&hR native d foNgt 20' 1 G' 12' 8' 4' 0 10' 20' J ti SURVE ..... . 77 Wesley.B.Haas N W N State of Florida Professlonal Surveyor and Mapper GRAPHIC SCALE — - - License No.37.08 1 inch = 20 feet Use ofTiiis Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to Ae Surveyor. Nothing hereon shall tie Construed to Give ANY Rights or'Benefits to Anyone Other than those Certified., FLOOD INFORMATION:. POINTS OF INTEREST- BY PERFORMING'A SEARCHVITH THE,LOCALGOVERNING (1)CONCRETE DRIVEWAY OVER EASEMENTS.;(2)PAVERS OVER 7.5-D.E. MUNICIPALITY`OR'WWW FEMA GOV THE PROPERTY APPEARS.TO BE AND P U:E.(3)6'WOOD:FENCE OVER'EASEMENTS. LOCATED,IN ZONE X THIS PROPERTY WAS FOUND IN-THE-CIT OF ATLANTIC BEACH,COMMUNITY NUMBER 120075,DATED 06/03/13. janshields®watsonrealtycorp.cam 904-853-2004 _. Lynette Dinneen REALT CLIENT NUMBER:_R$13 1983 DATE:.1/2172014 _.} . 11 i am.drm.vou�s . OLD,SAN JOSE. BUYER:ANDREW MARTINEZ&CHRISTIE ANN`NIARTINEZ REALTOR® 6399, Jan Shield 90anjose,com SELLER:SARAH B.OGLE a7 lynette®oldsanjose,com CERTIFIED TO:ANDREW MARTINEZ&CHRISTIE ANN.MARTINEZ THE LAW OFFICES OF ROD:SCHLOTH,P.A oLb.REPUBLIC NATIONAL eCTA TITLE INSURANCE"COMPANY;WELLS FARGO BANK NA. La n d S u rveyo rs I n c mmexactaland com T ' P.866-735-1916 a 6866.744-2882 his is page 1 of 2'and 1§not valid without all-pages. 'LB#7337 11940 Fairway Lakes Drive,Suite l•FtMyeis,FL33913 REPORT OF,SURVEY FL1401.1.213 This'4s Page,2.of,2 andis.not valid without all pages. LEGAL'DESCRIPTION: - .LOT'34;BLOCK 1,:BEACHSIDE;ACCORDING TO THE PLAT THEREOF,AS RECORDED IWPLAT`BOOK 42 PAGES 14,14A,'14B AND 14C,OF THE CURRENT PUBLIGRECORDS.OF DUVAL COUNTY,.FLORIDA: 1 JOB SPECIFIC'SURVEYOR NOTES: THE PLAT BEARING REFERENCE OF.NORTH;3°19'00",WEST-IS-BASED,ON THE WALE ERLY,RIGHT=OF=WAY,LINE OF BEACH AVENUE,LOCATED WITHIN:BEACHSIDE;AS RECORDED IN PLAT BOOK 42,',PAGES 14,14A,14B AND 14C,OF THE PUBLIC RECORDS.OF DUVAL COUNTY, FLORIDA. GENERAL SURVEYOR'NOTES: 1. The Legal Description used toperform this survey was supplied by othemTBis survey does not determine or imply ownership. 2. This surveyonly shows irrprovementsfound above ground.Underground footings,utilitiesand:encroachmentsare hot locateclOnthis survey map. 3. If there is a septic'tank;or drain field shown on this sur4ey,the location is approximate asthelocation.was either shown to Exacta by a third party or it was estimated by metal detection, 01 probing'rods,and visual above ground inspectionOnly.No`excavait16n was performed inbrder to determine the exact and accurate location. 4. This survey is exclusively foYtheuse ofthepartiestvwhornitiscertified. 5. Additions or deletions to this survey map and report by other'than the sig ning.party.or parties is prohibited without writtenconsent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due-to varying construction standardiihoose dimensions are approximate. B. Any FEMA flood zone data contained on this survey is forinformational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a'minimurn a'h diameter,18'iron'rebar with a cap stamped LB#7337: 10.Ifyou are reading this survey in an eleckronicformat;the information coiDtained on this document is only valid if this document is electronically signed as specified in Chapter 5.1-117.662(3)of the Florida Administrative Code.The Electronic Signature' File related to this document is prominently displayed'on the invoice for this survey which is sent underseparate cover.Manuallysfgned and sealed logs of all survey'signature files are kept in the office ofthe performing surveyor.Ifthis document is in paper format, it is not valid Without the signalI vend original raised seal.of a Flodda'Ucensed Surveyor. 11.Unless otherwise noted,an examination ofthe abstract oftitle was NOT performed bythe signing su'rveyorto detemrine which Instrument,ifany'are affecting this property. 12.The symbols reflected In the legend and on this survey may have been enlarged.or reduced for dai ty.The'symbols have been plotted at the center ofthe field location,and.may not represent the actual shape or size of the feature. 13.Points of Interest(POI'S)are selected-above-ground improvement's which may be in conflict with boundary,building setback or easement lines, as defined by the parameters ofthis survey.There'may be additional POI's which are not shown,not called-out as POI's,orwhich'are otherwise unknown to the surveyor.Th'ese P01's may not,represent all Items of interest to the viewer. 14.Utilities shown on the subject propertymay,or may not indicate the'exisience of recorded'or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of,Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. 16.Pursuant to FS.558.063S;-an individual employee or agent may not held individually liable for negligence. 17.House measurerrente should notbe used for new construdi000r pl`inning:Measurements should'be verified prior to such activity. LEGEND: SURVEYOR'S LEGEND uNETYPFSirioaro oireaeewimr AC AIR CONDITIONING 10• 10@NmnCAMON ECIC. SECTION BOUNDARYUNE -B.R. BEARING REFERENCE ILL IUFt.IBIP SEP. 5ENrIC TANK B.C. BLOCK CORNIER . INST. INSTRUMENT` 5EW. SEWER STRUCNRE B.P.P. BART LOW PRATNiOR INF. INTERSECTION 540 612r GLUE DISC But. BLOCK L LENGTH 5IRC 5irr,IFDN RDD t CAP _ _ _ BLDG. BUILDING wt LICENSE 0-BLL71NMSN/D SET`NAIL D15C CHAIN-l1NK or WIRE FENce am BENCHMARK,...- 150 LICENSE#-SURVEYOR SO,Pf. SQUARE FEET �- BALL BUILDING RESTRICTION LINE (M) MEASURED STY. STO5,. . B5Mr. .BASEMENT- M.B. MAP-BOOK 5.T.L SURVEYTIE LINE EDGE OF WATER EVW 13AYA30X WINDOW MILS: MITEREDEN , DSECTION 5V SEWERVALVE (C) CALCULATED M.P. METAL FENCE SO SIDEWALK e [RON PENCE C CURVE N.R. NON RADIAL S.W. SEAWALL CATV CABLETV.RISER Nr,S.. NOT TO SCAIE 75M TEMPORARY BENCHMARK OVEMFAD LINM- C.B. CONCRETE BLOCK O.C.S. ON CONCRETE SUB: TE-: TELEPHONE FACILITIES CHIM. CHIMNEY O.G. ON GROUND T.O.B. TOP;or BANK 5URVEYNE LINE C.LF. CHAIN LINK PENCE OFF oLn51DEOP5US1ECr PARm T". TOWNSHIP WALL OR PARTY WALL. C.O. CLEAN OUT. OH. OVERHANG Tx TRANSFORMER CONC. CONCRETE Ohl.- OVERHEADUNS: ,. . WT : _ T . PIPAL WOOD PENCE r. CDR. CORNER ON ' INSIDE OPSUBIBLT PARCEL VINYLPENCE CW CONCRETE 51DEWACEL U.R.unLLK O.RB. OFFICIAL RECORD 5001K WDC WmjM5CORM C.V.G. CONCRETE VALLEY GUTTER O.R.V. OFFICIAL RECORD VOLUME wr MATER FILTER. Ch awrit LINE RVA OVERALL W.P. WOODEN FENCE 5URFAMTYPESi.rtoceaorrdur ws" or COVERED PORCH CIS OFFSET WIA WATER MErmvALve BOX ASPHALT .��®. CJS CONCRETE SLID 09. 'RAT WV WATER VALVE or TllE; (D) DED P.B. RAT BOOK_ V.P. VOM FENCE D.F. DRAIN CONCRETE= ATURE AREAlzi _ DAY DRIVEWAYD P.C.C. POBNr.OF COMPOUND CURVATURE WATER:. ® µOpp'M ELIEV. ELEVATION P.C.P. PERMANENT CONTROLPOINT AE ACCE59 EASEMENT ENC: ENCL05URE' Pic POOLEGUIIPMENT AN.G ANCHOR eASEMfW SYMBOLS:'iwmonmmrRlmmr ENT. ENTRANCE PG. PAGE C.M.E CANAL MAINTENANCE MMT. BENCHMARK FM EECTRIG METER P.I. POINT Or INTERSECTION, C.U.E. COUNTY UTILITY ESMT. E.O.P. EDGE OP PAVEMENT PIS PROFESSIONAL LAND SURVEYM D.C. DRAINAGE CASEMENT - L@lft�LNE GO.W. EDGE OF WATER. PLT RANTER A CENntALANGIErn.DE1:TA EU13 MWMC UTILITY BoxRAINAGE AND Untm BART. P.O.B.P.O:B. POINT Of BEGINNINGr5w.. ®MT. B\SEaeff k4 COMMON OWNERSHIP In FEW P.O.C. POINT Of COMMENCEMENT* I.CJGE. INGRCB9'CGRE95 CBMT. A CONTROL POINT FOA FIND.CONCRETE MONUMENT P.P. PINCHED RPE IRR.r. IRRIGATION EASEMENT ■ CONCRETE MONUMENT FJDH FOUND DRILLHOLE F.R:C. POINT Of REVERSE CURVATURE L*E. LIMiT®ACES BMr. Elm CATCH BASIN P.P. FINISHED FLOOR P.R.M. PERMANENT REFERENCE MONUMENT LB.E. LANDSCAPE WRER ESMr. ELEVATION FNP FOUND IRON RPE.. F5M PROM55IONALSURVMM LE.. LANIDSC1PE ENMr. FIFC FOUND IRON PIPE 4 CAP AND MAPPER LM-G LAKE OR LANDSCAPE V FIRE HYDRANTFIR FOUND.IRDN ROD P.T. POINT OPTANGENGY TND OR SGT MONUMENT PRO 'FOUND IRON ROD 4 CAP R RADIUS or RADIAL MAINTENANCE PyRS@.IENr EN FOUND NAIL M.I- MAINTE E NCE EASEMENT GIMMRE OR ANCHOR (W RECORD P.U.G RUBLICUTUTY,EASEAENT . - O MANHOLE FN4D FOUND NAIL*DBC RGE. RANGE RO.G ROOFALKMASBM78Nr NG BMF. END. FOUND, IL RMTRES. RFSIOENLY 9.W.G-SIDEWALK EA ® TRS Fla). FOUNDPARKI!R-IUIDN NARIGHT OF WAY Nt unurYORUGHT POLE FPKN4D FOUFIDPKNAIL4D5K (5) SURVEY S.W.M.G 5TO10A WATER. 1N ©- WELL FRR M FOUND RAILROAD 5PIKE S,B.L SETBACK LINE MANAGEMENT t`SMr. GAR GARAGE 5.C.L SURVEY CLC5U1W_LINE T.U.G TECHNOLOGICAL UTILITY E5MT. i' GM GAS METER SCR. SCREEN U.E. UnLOYEA50W ELECTRONIC SIGNATURE: PRINTIN.GINSTRUCTIONS: OFFER VALID ONLY FOR: _ In.complete accordance with Florida 3tatute472ANDREW'MARTINEZ&CHRISTIE ANN O25andPursuanttp 1.While viewing the survey in MARTINEZ the Electronic Signature Act of 1996 oi.Fioii&Siatute TITLE XXXIX. ' Chapter 668;if this.documintwas received.electronically via PDF, "Pant"Biltton under the"File"tab. - . . . . - - - - then It has been lawfully Electronically Signed:Therefore,this survey 2.Selkit 6'printer with legal siied paper. PDF,if authentic'Is completely of6daland'insurable-In orderto validate I. the-Electronic Signature,of PDF surveyssentvia www.surveystars.cam, 3.Under Print Range",dick'select the"ATI"toggle. S you must'use a hash calculator.A free hash calculator Is avallable for I, download at - 4.Under the"Page Hand[ing"section,select the number wwwaaftoedia.com � /det/sYstele-ManagementMash-Calmlitar-Klrlilshfinl - t - I' of Copies that you would like to pant I In order to vandate the Electionic.5lgnanire of anysurvey PDFsent via S wwwmrveotaricom: 5.Undert)ie"Page Scaling"selection dropdown menu, 1 Dovmload the Hash Calculator aVailahle at-. •select"None." Owwwsoftpedi om/get/Syswrii�le-Management/HasMCalculator-Kirlilshtrnl : O/O ff 2 Save the Survey PDF'onto your computer from wwwsurveystars.com b Uncheck the"Auto Rotateand Center"dieckbox. I,•(UP TO$500) or from the email sentfmm wwwsurveystars.com. 'I 7 Checkthe Cf ciose Papersiie by PDF"checkbox. 3Click thesquare Browse button In theupper tight hand corner ofthe ANY FUTURE Hash Calculatorto find and select the saved Survey PDF document,and click B.-Click OK to print theCOMPUTEbutton'inthe lower right hand comer ofthe Hash Calculator. I SURVEYING SERVICES..I TO PRINT IN BLACK+WHITE 4:Compare the 40 digit string of characters in the SHA-1 line rothe 4UdlgR ,� SHA-1charactenforthesurveyIn the job fileInwwwsurveystancomwhich 1. In the main print screen,.�choose-"Properties". I ON�THIS'PROPERTY is also printed onthe invoice for that survey. - - - � " ' m the options. S.IftBe40 digitstriug afSHA-lch'aracters are eStadlytbe sameon the linoice Z Choose Qual _ �r�froP (orinthe surveyfileatwwwsurveystersmm)as"theyare mtheHash Calculator, 3._Change from"Auto Color"or"Full Color"topage,fl of jh4� to I then this PDF is atithentic lfthe 40 digit string ofcharacters does not match Lexceecl$500., exactly,then this PDF has been tampered with and it is not authentic. . "Gray$Cale". ACTAExcid6land Surveyors,Inc. vmWeLmctaland.com P266-735-1916%F.866-744-2882 LB#7337 _: 11940 Falriivay Lakes DrlVe;Sulfa l'F.Q Myers;FL 33913 CITY OF ATLANTIC BEACH 800 Seminole Road ' - Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Z Revision to Issued Permit Corrections to Comments V Permit Project Address_ Contractor/Contact Name cl--oyl f-75"Ir Phone Description of Proposed Revision/Corrections: Permit Fee Due$ .i�..� 0-0-Y-' &ar- Oc' Additional Increase in Building Value$rj(_ U C) Additional S.F. ,Z S=s ,�-- By signin elow,I Vn,,/i 6-e 7/-a te., S' affirm the Revision is inclusive of the proposed changes. (printed name) 112 31 9- 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 bef�qf e } ee De �ardtg�n,:Ke�vlew Required: Buil ang =Zonis " Reviewed By ree ministrator Public Works 2_ I Public Utilities Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER , Building Department (To be assigned by the Building Department.) 800 Seminole Road SI j Atlantic Beach, Florida 32233-5445 QQ �- Phone (904)247-5826 • Fax(904)247-5845 Date routed: ( 1 Q�"l l E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: hid- - _Pgpartment review required Yes No Building Applicant: L���UtC%�L\,,) CI���L�Q �_Lann,-ij oning (� Tree Administra or Project: r )l e lief CU\b Public Utilities f �rV uv t�� ! �,V1t�0y Public Safety C� 1 Fire Services Review fee $ �� DeptySignature . Other Agency Review or Permit Required Review or Receipt Date ��c of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers 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: 1 T e� fi� Svcve�, lyes BUILDING PLANNING&ZONINGS' —�-f � ff- Reviewed by:zDate: TREE ADMIN. Second Review: []Approved as revised. Denied. 'E]Not applicable PUBLIC WORKS Comments: J PUBLIC UTILITIES 5��e f hc,,n ol4e'S P1 "f r4-t-CA �vrV- y PUBLIC SAFETY Reviewed by: zl . DateZC�—& FIRE SERVICES Third Review: Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by:G%� GDate:2—e`le Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 .t- - REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Dae ( 4 Revision to Issued Permit Corrections to Comments_�Permit#_r��S Project Address 7 ,Z�C — ��iz Contractor/Contact Name `VO-' f Phone 9C� � Z<o �� 2� S� Email Description of Proposed Revision/Corrections: Permit Fee Due$ e5 Aeg,a Li d�`7�t' ��`�� ( �:t/G�"'� (7)C C-U P(@ S 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 MAR - 2018 (Office Use Only) Approved x Denied Not Applicable to Department Revision/Plan Review Comments 6on�04 74 Q fr-k- -X, ; 06 Con• Department Review Required: = �ann�iina �Zon- Reviewed By Tree Administrator, Cui'bl W rks. Public Utilities ,� G Z a/ Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To..be:assignetl by the Building Department.) 800 Seminole Road J Atlantic Beach, Florida 32233-5445 �.� �t -C)U Phone(904)247-5826 • Fax(904)247-5845 I w E-mail: buildin -de t coab.us Date routed: r;t 9 P @ _ C City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: _DApadment review required Yes No Building :j' Applicant: N����-C �C.��r r�1�D�,Q v Plannin Zoning Tree A ministra or Project: Public Utilities W0-4 I CAI Public Safety lQ 1 Fire Services Review fee$ Dept Signature ��l Other Agency Review or Permit Required Review or Receipt Date �� of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. bi5enied. El Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING y Reviewed b Date: TREE ADMIN. Second Review: 40pproved as revised. ®Denied. ❑Not applicable PUBLIC WORKS Comments: 1 ' S' to S W O 7p10 PUBLIC UTILITIES as -Jae*, PUBLIC SAFETY Reviewed by: rn Date: FIRE SERVICES Third Review: .®Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Z a 201 cz Revised 05/19/2017 j=AN j• r tib CITY OF ATLANTIC BEACH 800 Seminole Road r' Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date-;?&Z , Revision to Issued Permit Corrections to Commentsllu—/Permit# Project Address' Contractor/Contact Name Vo)b 1e I led ;,Ucz Phone Email -Ttn,,D- l /Ciyl rU- Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ )01 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 De a [�ent Review Required: T' &kW? eviewed By Tree Public Works Public Utilities Public Safety Date Fire Services F I N CITY OF ATLANTIC BEACH 800 Seminole Road FEB - 2018 Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 2 f� Revision to Issued Permit Corrections to Comments�rmit# er-S 1 e-00. R. Project Address �? 7 jp t5 n G Aqe- . ,441ai - j(� C Contractor/Contact Name L ,e C� S-�C -S�>n4 Phone_J6 a -' Y 6 -,97&5— Email --S� r� - i �'�fi r c/0 G� Description of Proposed Revision/Corrections: Permit Fee ue$ Op '��.,&A." .e ate' rte, o�,�� �,p -6-J, 10q.//e Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) _ ?//J/ 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 De artment Review Required: Buildin �anrnng&Zoning eviewed By Tree Administrator Public Works Public Utilities �Gl Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 2/1/2018 Permit#: RES18-0008 Site Address: 1876 BEACH AVE Review Status: RE#: 169542 0608 Applicant: NOBLE CONSTRUCTION GROUP INC Property.Owner: Farid Hakim Email: Email: hakims@comcast.net Phone: 9048852523. Phone: 9045021463 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. ffiruigie Utl be submitted rufff.il ALL departments name completed their respeetiue reviews euisions submitted MUST respond to EACH department review.Submittals that respond to only one or ew correction items wild not be accepted Correction Comments: 2.1.2018 Second Review. 1. indow installation information sheets submitted are for slider.type windows. The Florida Product Approval number submitted is for double hung windows. Verify which is correct and submitted corre installation information or the corrected FL#. 2. Sliding glass door installation information submitted does not match the.Florida Product Approval number submitted. The FL#represents an inswing door system. Verify which door system will be use and submit.the correct installation information or the corrected FL#. The FL# submitted, 1097,has 6 different numbers available for that number.. Submit the exact door FL#with the appropriate decimal number at the end. 3. No installation instructions submitted for the fixed window, FL#13080. Please submit. 4. Submit the manufacturer's installation instruction for the GAF roof product, FL#5680.This is an 86 page documen rom Trinity. Please only submit those pages that are going to apply for this job specific application.On those pages hlight the information that is relevant to the installation.confirm with your roofer. Building If7ec.,2-/-2OJ Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 �I�}t� 2�� ��Vi�w Cdvr+vi�`�✓�'� �'^�^3d� � rn� 904.247.5844 ' Email:mJ ones@coab.us CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date ILZ3Revision to Issued Permit Corrections to Comments V Permit# —LJ Project Address If- 4�2-1C Contractor/Contact Name �� Gj�(� C Ortel S fi'{// fi�.•� �L Phone-- em — F?G Email Description of Proposed Revision/Corrections: Permit Fee D e$ 0 U O !I'—le n av'f o°-C LIA1 I( G� . d- `3 I'a 1-7(042/' -2Sr' 5F- �'� Additional Increase in Building Value//$/Da- 0 CJ Additional S.F. Z,5-,3 r- By signin elow,I Vaw4 Ce 7/il�h//�, S affirm the Revision is inclusive of the proposed changes. (printed name) /12 31 a 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: lanning &Zonin Reviewed By ree ministrator Public Works Public Utilities Z -1 _a O/ ,f Public Safety Date Fire Services CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ` PY (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS � • 1 2Di1►8 p r - Site Address: 14064 Eagle Feathers Dr.,JAX S't 2e'ss. f Phone: 904.826-9265 Review: 1 Email: jim taketime4u.com RE#: Homeowner: Farid Jakim hakim@comcast.net Applicant: Noble Construction Group, 4, Inc. � 2 0 CORRECTION COMMENTS: 1. out a Florida Product Approval Information Sheet with all components fig` and cladding products used for this job. Number shall be whole numbers or numbers with decimal numbers. No numbers with a R value will be � accepted. Complete manufacturer's installation instructions shall be submitted for all roof systems except shingled roofs. All siding installat' instruction shall also be submitted. 2 copies for both roof and sid' a sure a ill out the last page and sign. Forms,are available at t i ding Departme . Removing and re drat an d rails shall require that they installed to co lianc a new ' on of the FBC-Residential, R 1.7.8, and R312.1 Guards. 3 u mit detailed information of the material and insta ation o t e ca guard rail system to be use at decks. Lexi4grentents of R312.1 will apply. Verify that the system w' r irements of R301.5 Live Load and Zl abl ails. m 4. S s ruc ura engi ing rawings, signed and sealed, 2 copies, or deck extensions, new roof overhangs and `new roof over outdoor seating'; Iso for slab/footer details, and wall sections for the the Cabana Bath a 'on. Ae Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road .Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 2 J ,y Building Permit Application Updated 12/8/17 City of Atlantic Beach °s 800 Seminole Road,Atlantic Beach,FL 32233 (p� ^ �r Phone:(904)247-5826 Fax:(904)247-5845 p Job Address: Z 7� 6�cLC t+ A t)'e--- �1�1it•��le /I ermit Number: Legal Description�✓Y�I�a q5-Lf 2e>( a 3 LO-r ?11 R LOe%� RE# Valuation of Work(Replacement Cost)$ Heated/Cooled SF ,3 93 3 Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteratio Repair Move Pool indow/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential j • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes N' N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal IuA, Describe in detail the type of work to be performed: RP.t�ob Y. OF 3'9 23 SfFT 1.4 MSR ta­o�scPer pt--,j_ e."w cLS {mer pla',� Florida Product Approval# for multiple products use product approval form PropertV Owner Information Name: Address: ZZ 18 ef li CLA) cityT/Ah-F; r1F- StateC4. Zip 3Z7_33 Phone 904-- 5-02-- /y&3 E-Mail ' 1YA fs,;v^ f a. D ccss r A.le-r- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company:- n Ub le- Ce i-frail t A Qualifying Agent: I&Ac II2 t7 Address- _ty c,(acf__�c a l� F�4+1,e-,r-75-_DX­ City 7sc,9Se iy///.- State Zip /402 Office Phone ' /Job Site/Contact Number _Q0,4- State Certification/Registration# C_RC )ZS L 3 E-Mail -fo.ic2.-r;,,,r e[u. Cc,.,..c Architect Name&Phone# CO Z-/9 - 2 -72 Y Engineer's Name&Phone# Lou ci _o__ _ O<< - �-yZ -OG _.. Workers Compensation Exempt/Insurer/Lease Employees%Expir`atio`n 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,et .NOTIGE: In addition to the requirementS of thi e:rmiii t,there may be additional restrictions appiii.cable to this property that may be found in the public records of this county,an- here may be additional ermIt re q uired from other governmental entities such as water management districts,state a envies,o . ederalagencies 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 PRORERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A RNEY BEFORE RDING YOUR NOTICE OF COMMENCEMEN . 9, %f t'- ' nature of Owner or Agent) i nature of Contractor g (including contfe gr) ) T g ) a �, Signed and sworn to(N ed)bme this day of Signed and sworn to( affirn)ed)before me this ay of I-k Av-I m Za by 6-4.f ` (Signature of Notary) �, �, �� p N t scommissioDllFFi 03 EF = o[ Personally Known ersonally Known OR �- Er 3% �'Explres:OCf Ol, �, �oduced Identification roduced Identification i •t�, HONDEDTHAU nua.• IST FLORIDANOunLIA '_ `" �Ty of Identification:�U/L ��7 A Type of Identification:� Licensing Portal-Make a Payment(Step 3 of 3) - j Florida Deprtmentaf 1 fines Profess n�� Bus ( � :i k � �1 - Regulation D B P R 0 N L I N E SERVICES ''1 r Home I Help I Site Map + Leg Off Logged in as THOMAS,VANCE DELANDII - i i j- 7:39:02 PM 8/15/2008 i ;4 Public Services Search for a Licensee - Apply for a License View Application Status 11 Apply to Retake Exam Amount i I; Find Exam Information License # Description Paid Date Paid Due , File a Complaint AB&T Delinquent CERTIFIED 'I �i Invoice &Activity BUILDING - 209,00 08/15/2008 $0.00 List SearchgCf564'35 $ CONTRACTOR User Services RENEW -- Renew a License Change License Status Maintain Account Total Amount Paid $209.00 Change My Address View Messages Change My PIN Payment Reference View Continuing Ed Number: 88033705 ;A i r Thank you. You have just completed ONE step for your ;I t�1 Term Glossary on-line transaction (eg. renewal). Online Help (FAQs) To recap, the following are the steps you must complete to be compliant: • Change of (if necessary) Address • Payment (just completed) ;{ • Submit transaction for (required) processing ��„ ` S • If you are ready to submit your application, click on the i Continue button below to continue processing all the required steps needed for compliance. !l Please use your Payment Reference Number 88033705 when calling our Customer Contact Center (850.487.1395) il with any questions about your payment. Your credit card Ij (� has been billed $209.00 j You may print this confirmation page for your records. In addition, we've placed a message in your on-line messa ebox with details of this transaction. i https://www.myfloridalicense.com/paymentconfimiation.asp?cf--$0.00&Type=CC&SID={... 8/15/2008 . 2016-2017 RENEWAL NOTICE ACCOUNT: 152131 LOCAL BUSINESS TAX RECEIPT EXPIRES: September 30,2017 Note: A penalty is imposed for failure to keep your paid Business Tax Receipt exhibited conspicuously at your place of business. This renewal application is fumished pursuant to Municipal Ordinance Code,Chapters 770-772,for the period October 1,2016 through September 30,2017. PAY ONLINE V# THOMAS, VANCE D Visit our website_at duvaltaxcollectnet to renew N rr NOBLE CONSTRUCTION GROUP INC online using credit cards,debit cards or e-check. 14064 EAGLE FEATHERS DR JACKSONVILLE FL 32226-5899 PAY BY MAIL I. I.111111'1"1"1��'I'�'1��1��111��11'�IIIIIIIIII�II.111��.11� Return the bottom portion of this notice along with a check in U.S.funds made payable to: Michael Corrigan;Tax Collector Mail to: PO Box 44009.. Physical Location 14064 EAGLE FEATHERS DR Jacksonville, FL 32231- 4009 _ of JACKSONVILLE - --- - -- -- �._PA-Y-IN--PERSON -- - -- Classification Code: 000005- QUALIFYING AGENT,CONTRACTORS �~ See below for branch offices and hours. UNITS IF PAID BY: OCT 31,2016 NOV 30,2016 DEC 31,2016 JAN 31,2017 SEPT 30,2016 10%PENALTY 15%PENALTY 20%PENALTY 25%PENALTY COUNTY TAX 1 N/A NIA N/A NIA NIA MUNICIPALTAX 1 $100.00 $110.00 $115.00 $120.00 $125.00 _ BACK TAX $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL TAX DUE $100.00 $110.00 $115.00 $120.00 $125.00 • .Refer to the Tax Chart on the back of this Notice or visit www.coj.net/tcol for tax rate calculations. • Allow 5-7 business days for your renewal to be processed.Your Business Tax Receipt will be automatically mailed to you. • It is unlawful to engage in a business without first obtaining a Local Business Tax Receipt. • The Tax Collector is authorized to withhold issuance of a Business Tax Receipt for delinquent Tangible Personal Property Taxes. Duval County Tax Collector branch locations:Hours of operation Monday through Friday,8:00 a.m.to 5:00 p.m. Yates Bldg.Downtown Cedar Hills Shopping Center Commonwealth at 1-295 Gateway Town Center Hogan at Beach Blvd. 231 E.Forsyth St.,Ste.130 3520-1 Blanding Blvd. 6672 Commonwealth Ave. 910 West 44th St. 7120-15 Hogan Rd. Jacksonville,FL 32202 Jacksonville,FL 32210 Jacksonville,FL 32254 Jacksonville,FL 32208 Jacksonville,FL 32216 Keman at Atlantic Blvd. Mandarin at Grown Pt Plaza Neptune Beach North Jacksonville 12220-102 Atlantic Blvd. 10035 San Jose Blvd. 1505 Atlantic Blvd. 12961-210 N.Main St. Jacksonville,FL 32225 Jacksonville,FL 32257 Neptune Beach,FL 32266 Jacksonville,FL 32218 Physical Location 14064 EAGLE FEATHERS DR of Business: JACKSONVILLE classification Code:000005 0 CHECK BOX if business Closed I Date Closed: e Please make any address corrections ' 111 1tt Owner Name: September 30,2016 $100.00 MailmgAddress: October 31,2016 $110.00 civ- state: Zip- November 30,2016 $115.00 g 00 2016 $120. MICHAEL CORRIGAN,TAX COLLECTOR December 31, PO BOX 44009 January 31,2017 $125.00 T m JACKSONVILLE,FL 32231-4009 ;Lel; tv • O _0000010000 0000010000 0000000000152131 1001 0 _ 2016-2017 RENEWAL NOTICE ACCOUc�T: 135714 ®Q�AL BUSINESS RECEIPT EX?1RES: September 30,2017 Note: A penalty is imposed for failure to keep your paid Business Tax Receipt exhibited conspicuously at your place of business. This renewal application is furnished pursuant to Municipal Ordinance Code,'Chapters 770-772,for the period October 1,2016 through September 30,2017. PAY:ONLINE V p NOBLE CONSTRUCTION GROUP INC visit our website:at duvaltaxcollect.net to renev THOMAS,VANCE D online using credit cards,debit cards or e-check. 414064 EAGLE FEATHERS DR PAY EY MAIL ` A JACKSONVILLE FL 32226-5899 Return the bottom.portiori of this notice along {.111(tltl(111(a(t(tl(I((Illlt,1.,(...(,l°It((la.(11°(,{Ilu,,,11 with.a check in U.S:funds madepayable to:. Michael Corrigan,Tax Collector Mail to : . PO Bi3x.44009 Physical Location 14064 EAGLE FEATHERS DR Jacksonville,PLM31-4009 of Buslness:___ JACKSONALLE — - Classification Code: 307001- CONTRACTOR-ALL TYPESSee be fol'branch offices and hours. UNITS IF PAID BY: OCT 31,2fl16 NOV 30,2016 DEC 31,2016 JAN 31,2017 ® SEPT 30,2016 10%PENALTY 15%PENALTY 20%PENALTY 25%PENALTY COUNTY TAX 3 $1125 $12.381 $12.94 $13.50 $14.06 IMUNICIPALTAX3 $4125 $45.38 $47-44 $49.50 $51.56 ® BACK TAX $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL TAX DUE $52.50 $57.76 $60.38 $63.00 $65.62 • Refer to4he Tax Chart on the back of this Notice or visit w►ww.coj.netfteol for tax rate calculations. s Allow 5-7 business days for your renewal to be processed.Your Business Tax Receipt will be automatically mailed to you. e It is unlawful to engage in a business without first obtaining a Local Business Tax Receipt. • The Tax Collector is authorized to withhold issuance of a Business Tax Receipt for delinquent Tangible Personal Property Taxes. Duval County Tax Collector branch locations:Hours of operation Monday through Friday,8:00 a-m.to 5:00 Am. Yates Bldg.Downtown Cedar Hills Shopping Center Commonwealth at 1-295 Gateway Town Center Hogan at Beach Blvd. 231 E.Forsyth St,Ste.130 3520-1 Blanding Blvd. 6672 Commonwealth Ave. 910 West 44th St 7120-15 Hogan Rd. Jacksonville,FL 32202 Jacksonville,FL 32210 Jacksonville,FL 32254 Jacksonville,FL 32208 Jacksonville,FL 32216 Keman at Atlantic Blvd. Mandarin at Crown Pt Piaza Neptune Beach North Jacksonville 12220-102 Atlantic Blvd. 10035 San Jose Blvd. 1505 Atlantic Blvd- 12961-210 N.Main St Jacksonville,FL 32225 Jacksonville,FL 32257 Neptune Beach,FL 32266 Jacksonville,FL 32218 Physical Location 14064 EAGLE FEATHERS DR of Basin ess: JACKSONVILLE ciassincation Coda:307001 13 CHECK BOX if business Closed I Date Closed: please make any address corrections , Owner Name Septerriber 30,2016 $52.50 Mas Address October 31,2016 $57.76 civ. state_ zip: November 30,2016 $60.38 s December 31,2016 $63.00 MICHAEL CORRIGAN,TAX COLLECTOR January 31,2017 $65.62 PO iBo3C 44009 JACKSONVILLE,FL 32231.4009 � - aall,ll,(((I,laal{{1111(11°0((1{(,,al(°((Illaa{I01(la(,(I(al{al(( a h G Y'd'ffir. Drt L^'' l� _ • cc 0000005250 0000005250 0000000000135714 1001 7 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA Project Name: Permit # O� Project Address: � � CP o °Pa: C �. ,��-,e �-T��-f�'� �'tea, c�f ►�� As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuildin .ora. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swingingto 2. Sliding 3. Sectional 4.Roll up 5.Automatic 6. Other B.WINDOWS 1. Single hung 2.Horizontal slider 3. Casement 4Bi ec 1 7. ee ^o g C �� 7.Pass-through 3 S 8.Projected 9.bullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# C.PANEL WALL 1. Siding 2. Soffits /a91z- 3. 2 3. EIFS ' 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other A ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6.Modified bitumen 7. Single ply roofing S.Roofing tiles 9.Roofing insulation 10. Waterproofing I I. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. hoof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation 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 r­e-eYl 5.Coolers-freezers F 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 Limitation 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. (Contractor Name) (Print Name) (Signatur Company Name: Co.✓1$±r i�- -.� Mailing Address: 1 0(o-( c!cza Ile S Z)�2 City: State: Zip Code: 2 Z Z�o Telephone Number: (C1 U-() $Z —°Z 6,S Fax Number: Cell Phone Number: ( ) 1 ( E-mail Address: —5 r'c —Finw Yo-,f a,,l- OFFICE COPY `:J TRIM TY'ER® TABLE 1E: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C-2: PLATE-BONDED ROOF COVER System Deck Insulation Attachment Roof Cover MDP(psf) No. (Note 1) (Note 14) Fasteners Spacing Drill-Tec#14(min.1-inch EverGuard TPO bonded to Drill-Tec RhinoBond atopn.nominal 2 plywood One or more layers,any embedment)and Drill-Tec TPO XHD Plates or Drill-Tec RhinoBond TPO XHD W-49 atop nominal 2 x 8 inch combination,preliminarily RhinoBond TPO XHD Plates or Drill- 12-inch o.c.along wood supports,96-inch o.c. Tread Safe Plates with RhinoBond Portable -30.0 max.96-inch o.c. 2-inch thick insulation) lumber supports spaced attached(Tread Safe)min. Tec RhinoBond TPO XHD Tread Safe Bonding Tool,per manufacturer's published Plates through to wood supports pports instructions. Min.1S/32-inch plywood One or more layers,any Drill-Tec#14(min.1-inch EverGuard TPO bonded to Drill-Tec RhinoBond atop nominal 2 x 8 inch combination,preliminarily embedment)and Drill-Tec TPO XHD Plates or Drill-Tec RhinoBond TPO XHD W-50. lumber supports spaced attached(Tread Safe=min. RhinoBond TPO XHD Plates or Drill- 24-inch o.c.along wood supports,48-inch o.c. Tread Safe Plates with RhinoBond Portable -37.5 max.48-inch o.c. 2-inch thick insulation) Tec RhinoBond TPO XHD Tread Safe Bonding Tool,per manufacturer's published Plates through to wood supports instructions. Drill-Tec#14 Fastener and Drill- 1 per 2.67 ft= (12 parts per 4 x 8 ft board) EverGuard TPO bonded to Drill-Tec RhinoBond One or more layers,any TPO XHD Plates or Drill-Tec RhinoBond TPO XHD Min.15/32-inch Tec RhinoBond TPO XHD Plates or Fasteners are 6-,24-and 42-inches from W-51. combination,(Tread Safe= Tread Safe Plates with RhinoBond Portable -52.5 plywood;24-inch span Drill-Tec RhinoBond TPO XHD the board's long edge and 12-,36,60-and BondingT p min.2-inch) Tread Safe Plates 84-inches from the board's short edge. Tool,per manufacturers published instructions. Min.15/32-inch plywood (Optional)One or more Drill-Tec#14(min.1-inch EverGuard TPO bonded to Drill-Tec RhinoBond over nominal No.2 wood layers,any combination, embedment)and Drill-Tec TPO XHD Plates or Drill-Tec RhinoBond TPO XHD W-52. trusses spaced max.24 preliminarily attached RhinoBond TPO XHD Plates or Drill- 36-inch o.c.along wood supports,24-inch o.c. Tread Safe Plates with RhinoBond Portable -52.5 inch o.c. (Tread Safe=min.2-inch Tec RhinoBond TPO XHD Tread Safe Bonding Tool,per manufacturers published thick insulation) Plates through to wood supports instructions. nominal (Optional)One or more Drill-Tec#14(min.1-inch EverGuard TPO bonded to Drill-Tec RhinoBond Min. inch plywood layers,any combination, embedment)and Drill-Tec TPO XHD Plates or Drill-Tec RhinoBond TPO XHD W-53. over nominal No.2 wood preliminarily attached RhinoBond TPO XHD Plates or Drill- 24-inch o.c.along wood supports,24-inch o.c. Tread Safe Plates with RhinoBond Portable -75.0 trusses spaced max.24 (Tread Safe=min.2-inch Tec RhinoBond TPO XHD Tread Safe Bonding Tool,per manufacturers published inch o.c. thick insulation) Plates through to wood supports instructions. Min.15/32-inch plywood (Optional)One or more Drill-Tec#14(min.1-inch EverGuard TPO bonded to Drill-Tec RhinoBond over nominal No.2 wood layers,any combination, embedment)and Drill-Tec TPO XHD Plates or Drill-Tec RhinoBond TPO XHD W-54. trusses spaced max.24 preliminarily attached RhinoBond TPO XHD Plates or Drill- 18-inch o.c.along wood supports,24-inch o.c. Tread Safe Plates with RhinoBond Portable -82.5 Inch eso. (Tread Safe=min.2-inch Tec RhinoBond TPO XHD Tread Safe Bonding Tool,per manufacturers published thick insulation) Plates through to wood supports instructions. Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report 01506.09.05-R26 for FL5293-RZS Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 26:02/16/2017 Prepared by: Robert Nieminen,PE-59166 GAF;(800)766-3411 Appendix 1,Page 13 of 93 i�RINRY I ER® TABLE 1F:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER -SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER System Deck Insulation(Note 14) Roof Cover No. (Note 1) Type Attach Membrane Fasteners Attachment MDP(psf) W-55. Min.19/32-inch plywood at max.2 ft (Optional)One or more Prelim. EverGuard TPO Drill-Tec#14 Fastener with Drill-Tec 6-inch o.c.within 5.5-inch wide laps spaced 114.5-inch -45.0 spans layers,any combination attached 2 in.Double Barbed XHD Plates o.c.and sealed with a 1.75-inch heat weld. W-56. Min.19/32-inch plywood at max.2 ft (Optional)One or more Prelim. EverGuard TPO Or #14 Fastener with Drill-Tec 6-inch o.c.within 5-inch wide laps spaced 55-inch o.c. -52.5 spans layers,any combination attached 2 in.Double Barbed XHD Plates and sealed with a 1.75-inch heat weld. TABLE 1G:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System No. Deck Insulation Layer(s)(Note 14) Base or Anchor Sheet Roof Cover MDP(Psf) (Note 1) Type Attach Base Fasteners Attach Min.15/32-inch plywood;24" One or more layers, GAF StormSafe Anchor Drill-Tec#14 Fastener with Drill- 18-inch o.c.at min.4-inch lap EverGuard Freedom W-57. spans any combination Loose-laid Sheet(Max.48-inch Tec 3"Steel Plate or Drill-Tec 3 and 18-inch o.c.at two,equally TPO/self adhered -45.0= wide) in.Ribbed Galvalume Plate(Flat) spaced,staggered center rows GAF Storm5afe Anchor Drill-Tec#14 Fastener with Drill- 8-inch o.c.at min.4-inch lap and W-58. Min.19/32-Inch plywood;24" One o more layers, Loose-laid Sheet(Max.48-inch Tec 3 in.Ribbed Galvalume Plate 8-inch o.c.at two,equally TPO/self Freedom -60.0• spans any combination wide) (Flat) spaced,staggered center rows TPO/self adhered Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report 01506.09.05-R26 for FL5293-1125 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 26:02/16/2017 Prepared by: Robert Nleminen,PE-59166 GAF;(800)766-3411 Appendix 1,Page 14 of 93 OFFICE COPY Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 07- 0418.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2298-11 or RIO-2300-11. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlahk'"'IME La S;a;nJarmesHardie lap 9 EFFECTIVE NOVEMBER 2010 MM INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS® PRODUCTS Visit wmWameshardie.comfor the most recent version, SELECT CEDARMILL©-SMOOTH-COLONIAL SMOOTH®•COLONIAL ROUGHSAWN0-BEADED CEDARMILL© BEADED SMOOTH-STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING 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 HARDIEZONETM PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONETM 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 OUTDOORS INDOORS covered prior to installation.Installing 1,Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). and others in working area. 2.Position cutting station in well-ventilated area siding wet or saturated may result in 2.Use one of the following methods: shrinkage at butt joints.Carry planks a.Best; I.Score and snap ii.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors on edge. Protect edges and corners b.Better: i.Dust reducing circular saw equippped wNi a -NEVER use a circular saw blade that does not carry the Hardie&de saw blade trademark from breakage.James Hardie is not HardieBlade'saw blade and HEAP vacuum extraction -NEVER dry sweep—Use wet suppression or HEPAVacuum responsible for c.Good: i.Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) damage caused by improper Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. storage and NIOSH-approved respirators can be used in conjunction witlr above cutting practices to further reduce dust exposures Add tional exposure information is available at www.lamp=h die.com to help ya,determine the most appropriate cutting method for yourJob requirements,ti carcem still exists about exposure levels or you handling of the product. do not comply with the above practices,you should always carsuk a qualif ed industrial hygienist or contact James Hardie for further erformation. sc0e3res GENERAL REQUIREMENTS: • HardiePlank!lap siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finished application. • HardiePlank®lap siding can also be installed over foam insulation/sheathing up to 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 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. James Hardie does manufacture HardieWrap®Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3,4,5,6,7,8,&g must be followed. • Adjacent finished grade must slope away the building in accordance with local building Figure 7 Wall Single W l coes typicallyanmum of "m the first Double • Do not use HardiePlank lap siding in fascia or trip applications. water-resistive barrier let-in bracing • Do not install James Hardie products,such that they may remain in contact with standing water plywood or 24•o.c.max. • HardiePlank lap siding may be Installed on flat vertical wall applications only. OSB sheathing • 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"Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardle.com. • DO NOT use stain on James Hardie®products. INSTALLATION: JOINT TREATMENT* (Required for Colorfts®Rnish,Recommended for Primed product) James Hardie does not recommend the use of caulk at field butt joints. Figure 2 water-resistive st d Install factory finished edges barrier together at butt joints. 1 °° fom plan�Ct p o0° ° joint flashing" i f 3/g•fro $° piankedge °g o water-reslstive install pplanks in °p o barrier mo 't o° °oa ° 0 0 o fastener 0 o° 0 000 Install a 1114"starter strip to °0 0 o ensure a consistent plank angle *For other jointing options,refer to local building code or NER 405 0 0 As required by local building code **'Apply caulk in accordance with caulk manufacturers written application instructions. leave appropriate gap between 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www,hardiewrap.com planks and trim,then caulk• WARNING:AVOID BREATHING SILICA DUST James Hardie°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 sa dust can also cause a d(sabling and potentiallyfatal lung disease called silicosis,and has been linked witty other diseases.Some studies su�gest 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 aproperly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable govemment regulations and manufacturer Instructions to further limit respirable silica exposures, During dean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further Information,refer to our installation InsWctlons and Material Safety Data Sheet available at wvm.jameshardie.cem or by calling 1-g o- MDIE(1-goo-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. socwms HSO920.131/4 10/10 y fe ME CLEARANCESMaintain a 1 2"clearance between At the juncture of the roof and vertical "- surfaces,flashing and counterflashin shall Install siding and trim products in compliance g g with local building code requirements for James Hardie products and decking be installed per the roofing manufacturer's clearance between the bottom edge of the Maintain a 1" 2"clearance material. instructions.Provide a 1"-2"clearance H ardie° FIure 5 siding and the adjacent finished grade, between Jamesbetween the roofing and the bottom edge of Figure 3 products and paths,steps Water the siding and trim. g siding stud and driveways. resistive Figure 6 water-resistive barrier g barrier Figure + 1°-2' I deck material concrete found1ation 1'-2' } i joist ashing ledger HardiePlanke flashing \6'min. lap siding Figure 9 KICKOUT FLASHING��, '' ? Maintain a 1/4"clearance Maintain a minimum 1"gap step no � Because of the volume of water that can pour down between the bottom of James between gutter end caps and mein a` ! a sloped roof,one of the most critical flashing Hardie products and horizontal siding&trim. details occurs where a roof intersects a sidewall. flashing,Do not caulk gap. Figure 8 elf• avesmenadhsrinl' g rw,aaa The roof must be flashed with step flashing. Where the roof terminates,install a kickout to deflect water Figure 7 �r nasn��P�� away from the siding. .—siding It is best to install a self-adhering membrane on the Do not 1/4 gap aisemap siding wall before the subfascia and trim boards are nailed —Caulk � in place,and then come back to Install the kickout. fascia Figure 9,Kickout Flashingx To prevent water from dumping behind the siding and the flashing end of the roof intersection,install a"kickout"of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for all HardiePlank®lap siding products BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09"shank x 0.221"HD x 2"long) •6d(0.113"shank x 0.267"HD x 2"long) •11 ga.roofing nail(0.121"shank x 0.371"HD x 1.25"long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 11/4"long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8"long x x 0.375"HD)Screws must penetrate 3 threads into metal framing. 0.323"HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast•nails or equivalent(0.10"shank x 0.313"HD x 1-1/2"long) •ET&F pin or equivalent(0.10"shank x 0.25"HD x 1-1/2"long) Nails must penetrate minimum 1/4"into metal framing. Nails must penetrate minimum 1/4"into metal framing. OSB minimum 7116" OSB minimum 7/16" •11 ga,roofing nail(0.121"shank x 0.371"HD x 1.75"long) •Siding nail(0.09"shank x 0.221"HD x 1-1/2"long)* •Ribbed Wafer-head or equivalent(No.8 x 15/8"long x 0.375"HD). stud 24"---' O.C.max. stud 24°' Figure 10 Figure 11 1 1/4"min. water-resistive O.C.max. overlap barrier o Minimum overlap for Both Face °I blind nail and Blind Nailing i o I I _I min.1 1/4" o face nail 0 overlap i I I I I water-resistive water-resistive I barrier 1 1/4"min. barrier overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus*products. s The illustration(figure 9)and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information,visit www.jlconline.com. When face nailing to OSB,planks must be no greater than 91/4"wide and fasteners must be 12"o.c.or less. **Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening Tips for HardlePlank®Lap Siding. HS0920-P2/4 10/10 A IR GENERAL FASTENING REQUIREMENTS •Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant,galvanized,or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. •NOTE:Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality,hot-dipped galvanized Local Building Codes have specific jurisdiction.Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of •Technical Services if you are unsure of applicable compliance documentation, fasteners. Stainless steel fasteners are recommended when installing •Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding(no air space).(fig.A) James Hardie,,products near the ocean,large bodies of water,or in •Do not over-drive nail heads or drive nails at an angle, very humid climates. •If nail is countersunk,caulk nail hole and add a nail,(fig,B) PNEUMATIC FASTENING •For wood framing,under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer For steel framing,remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the •Do not use aluminum fasteners,staples,or clipped head nails. fastener is driven snug with the surface of the siding.A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control the CauCountersunk, depth the nail is driven,If setting the nail depth proves difficult,choose a add Ina setting that under drives the nail. (Drive under driven nails snug with a 9do not under oo NOT smooth faced hammer-Does not apply for installation to steel framing), Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie,,products.James Hardie products must be with ASTM C920 Grade NS,Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed.100% Joint Sealant complying with ASTM C834.Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet.For application rates must be appliedin accordance with the caulking/sealant refer to paint manufacturers specifications.Back-rolling is recommended if the manufacturer's written instructions or ASTM C1193, siding is sprayed. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up paint 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. PAINTING JAMES HARDIE®SIDING AND TRIM PRODUCTS 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 base paints on James Hardie,,products •Apply finish coat in accordance with paint manufacturers written Instructions regarding coverage,application methods,and application temperature COVERAGE CHART/ESTIMATING GUIDE Number of 12'planks,does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK®LAP SIDING WIDTH SQ 51/4 61/4 7114 7112 8 81/4 91/4 91/2 12 (1 SQ=100 sq.ft,) (exposure) 4 5 6 61/4 6 314 7 8 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 60 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 '93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 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. RECOGNITION:In accordance with IMES Legacy Report NER405,HardiePlanlc lap siding is recognized as a suitable alternate to that specified in:the BOCA National Building Codef1999,the 1997 Standard Building Code,the 1997 Uniform Building Cade,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 20D3 International Residential Code for One-and Two- Family Dwellings, HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida listing FL#889,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. HS0920-P3/4 10/10 JamesHardie Hardie Plan k-"-7_.f. ®"z. Lap Siding EFFECTIVE MAY 2016 RM INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS11 PRODUCTS Visit www.iameshardle.com for the most recent version. SELECT CEDARMILL°•SMOOTH•CUSTOM COLONIAL-SMOOTH •CUSTOM COLONIAL'ROUGHSAWN CUSTOM BEADED CEDARMILL°•CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRrrTEN 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 HARDIEZONErm PRODUCTS INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE'm APPLIES TO YOUR LOCATION,VISiT WWWHARDIEZONE.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.Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or 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 joints.Carry planks on edge. Protect 2.Use one of the following methods: a.Best L Score and snap edges and comers from breakage.James li.Shears(manual,electric or pneumatic) -NEVER use a power saw Indoors Hardie is not responsible for damage b.Better. L Dust reducing circular saw equipped with a NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by Improper storage and handling HardieBlade"saw blade and HEPA vacuum extraction NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. c,Good: L Dust reducing circular saw with a HardieBlade saw F blade(only use for low to moderate cutting) Important Note:For maximum protection powest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. NIOSH-approved respirators can be used In conjunction with above cutting practices to further reduce dust exposures.Additional exposure Information Is available at www.lameshardie.com to help you determine the most appropriate cutting method for yourjob requirements.If concern still exists about exposure levels or you do riot campy with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. s=105 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 tap gauge.Please see additional handling requirements on page 4. GENERAL REQUIREMENTS: •HardiePlank®lap siding can be installed over braced wood or steel studs 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. •Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.'amehardie.com •A water-resistive barrier Is required in accordance with local building code requirements.The water-resistive barrler must be appropriately installed with penetration and JJunction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HarclleWrap®Weather Barrier,a non-woven non-perforated housewrapt,which complies with building code requirements. •When installing James Hardie products all clearance details in figs.3-14 bauble Wall Single Wall must be followed. Figure 1 Construction Construction •Adjacent finished grade must slope away from the building in accordance with local water-resistive border let-In bracing building codes-typically a minimum of 6 in.in the first 10 ft.. 24 In.o,c.max. •Do not use HardiePlank lap siding in Fascia or Trim applications. lywood or •Do not install James Hardie products,such that they may remain in contact with standing water. 0=9 •HardiePlank lap siding may be installed on flat vertical wall applications only. •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. •For larder 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"Expansion Characteristics of James Hardie® Siding Products"at www.JamesHardie,com. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code(as referenced 2009 IRC Figure 2 Nall line(If nail R703.10.2) stud line is not A.Joint Flashing(James Hardie recommended) present place 11? '1111, fastener B.Caulking'(Caulking is not recommended between 314 in. for ColorPlus for aesthetic reasons as the wgter &1 in.from top o0 0 Caulking and ColorPlus will weather rrbsistive Nail 3/8 In.from of plank) ,rner edge of plank o a differently.For the same reason, ° do not caulk nail heads on Joint °g ° ColorPlus products.} Flashing � m� 00 0 °V o° water-resistive barrier C."H" jointer cover DO NOT Install Trim over °° 0 0 0" ° fastener HardiePlank/HardieShingle. ° 00 oo° Install a 1114 in.starter strip to o Install planks in °o o° 0 o ensure a consistent plank angle moderate contact at butt joints leave appropriate gap between planks and trim,then caulk.' Note:Reld painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.*Refer to Caulking section in these instructions. For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardle or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie°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 Hardie8lade saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others in the immediate area;(4)wear a properly-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. Forfurther information,refer to our installation Instructions and Material Safety Data Sheet available at www.lameshardie,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. SD05M HS11117-P1/4 05116 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path,Steps to Siding [Z-Flashing As required by IRQ code min4iix4In. c�it Min.Y4in. Do not caulk' >. - in.2 in. ri Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry "'i-'Flashing, -Flashing is Z Fla_hing l Z-FI E shing in. -- in. '61 6 in - s:= lin` Min.Yx in. in. t tf Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension Z-Fla Mm M] D caA', FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlank®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).Pin-backed comers may be done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in,long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in,shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 In.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads Into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast®nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in. •ET&F pin or equivalent(0.10 in,shank x 0.25 In.HD x 1-1/2 in.long) long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •Siding nail(0.09 in.shank x 0.221 In.HD x 1-1/2 in.long)* •11 ga.roofing nail(0.121 In.shank x 0.371 in.HD x 1.75 in.long) •Ribbed Wafer-head or equivalent(No.8 x 15/8 in.long x 0.375 in.HD). *When face nailing to OSB,planks must be no greater than 91/4 in,wide and fasteners must a 12 In.o.c.or less. **Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin IJSTB 17-Fastening Tlps for HardiePlank®Lap Siding. FASTENER REQUIREMENTS continued on following page HS11117-P2/4 05/16 J M7-5° FASTENER REQUIREMENTS continued 24" Figure 14 Figure 15 s d O.C.max Stud O.C.max Joint + Flashing �ih 11/4"min. Minimum overlap " Overlap for Both Face �.-v-•°'`y and Blind Nailing Nall Line —- i Ir 3/4"-1' It o Blind Nall min.1 1/4 in. overlay-O ° Face Nail - ° p Water Resistive Water Resistive Barrier 1 1/4"min. Bander Overlap Laminate sheet to be removed immediately after installation of each course for ColorPluse products. GENERAL FASTENING REQUIREMENTS • Consult applicable product evaluation or listing for correct fasteners Fasteners must be corrosion resistant,galvanized,or stainless steel. type and placement to 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 corrosion. James Hardie recommends the use of quality,hot-dipped Local Building Codes have specific jurisdiction.Consult James Hardie galvanized nails.James Hardie is not responsible for the corrosion Technical Services if you are unsure of applicable compliance resistance of fasteners.Stainless steel fasteners are recommended documentation. when installing James Hardie®products near the ocean,large bodies • Drive fasteners perpendicular to siding and framing. of water,or in very humid climates. • Fastener heads should fit snug against siding(no air space).(fig.A) • Do not over-drive nail heads or drive nails at an angle. Manufacturers of ACO and CA preservative-treated wood recommend • If nail is countersunk,fill nail hole and add a nail.(fig.B) spacer materials or other physical barriers to prevent direct contact of • For wood framing,under driven nails should be hit flush to the plank ACO or CA preservative-treated wood and aluminum products, with a hammer(For steel framing,remove and replace nail). Fasteners used to attach HardieTrim Tabs to preservative-treated • NOTE;Whenever a structural member is present,HardiePlank should wood shall be of hot dipped zinc-coated galvanized steel or stainless be fastened with even spacing to the structural member,The tables steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. allowing direct to OSB or plywood should only be used when traditional framing is not available. • Do not use aluminum fasteners,staples,or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool.Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the Countersink, siding.A flush mount attachment on the pneumatic tool is recom- Fill&Add Nail mended. This will help control the depth the nail is driven.If setting snug flush ts DO NOT DO NOT the nail depth proves difficult,choose a setting that under drives the Figure A Figure B under drive nails staple nail. (Drive under driven nails snug with a smooth faced hammer- Does not apply for installation to steel framing). HS11117-P3/4 05/16 NZm PAINTING CUT EDGE TREATMENT CAULKING DO NOT use stain,oil/alkyd base paint,or powder coating Caulk,paint or prime all field cut For best results use an Elastomeric Joint Sealant complying with on James Hardie®Products.James Hardie products must edges.James Hardie touch-up ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant be painted within 180 days for primed product and 90 kits are required to touch-up complying with ASTM C834.Caulking/Sealant must be applied in days for unprimed.100%acrylic topcoats are ColorPlus products. accordance with the caulking/sealant manufacturer's written recommended.Do not paint when wet.For application Instructions.Note:OSI Quad as well as some other caulking rates refer to paint manufacturers specifications, manufacturers do not allow tooling. Back-rolling is 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 ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlanP 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 ColorPluso 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 arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® COVERAGE CHART/ESTIMATING GUIDE SIDING AND TRIM Number of 12 ft.planks,does not include waste PRODUCTS WITH COVERAGE AREA COLORPLUS®TECHNOLOGY LESS When repainting ColorPlus products, OPENINGS James Hardie recommends the following HARDIEPLANK®LAP SIDING WIDTH regarding surface preparation and SQ 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 topcoat application; (1 s0=1oo scl.ft.) (exposure) 4 5 6 61/4 63/4 7 8 81/4 103/4 •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew 1 25 20 17 16 15 14 13 13 9 •Repriming is normally not necessary 2 50 40 33 32 30 29 25 25 19 100%acrylic topcoats are 3 75 60 50 48 44 43 38 38 28 9 ry p 4 100 80 67 64 59 57 50 50 37 recommended 5 125 100 83 80 74 71 63 63 47 •DO NOT use stain,oil/alkyd base 6 150 120 100 96 89 86 75 75 56 paint,or powder coating on 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 James Hardie®Products. 9 225 180 150 144 133 129 113 113 84 •Apply finish coat in accordance with 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 paint manufacturers written instructions 12 300 240 200 192 178 171 150 150 112 regarding coverage,application methods, 13 325 260 217 208 193 186 163 163 121 and application temperature 14 350 280 233 224 207 200 175 175 130 •DO NOT caulk nail heads when using 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 ColorPlus products,refer to the ColorPlus 17 425 340 283 272 252 243 213 213 158 touch-up section 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 166 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, ADDITIONAL HANDLING REQUIREMENTS Pull from across the stack Do not go down the stack 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,Planks are = interlocked together on the pallet,therefore they should be removed from the pallet horizontally(side to side)to allow planks to unlock themselves from one another. RECOGNITION: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,.HardlePlank lap siding Is also recognized for application In the following:City of Los Angeles Research Report No.24862,State of Florida listing FL#889,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 Califomia DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ©2016 James Hardie Building Products Inc. All rights reserved. Additional Installation Information, TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.GJisaregistered trademark Warranties,and Warnings are available at JamesHardie of James Hardie Technology Limited. www.jameshardle.com HS11117-P4/4 05/16 Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 1 of 60 26 Nov 2014 Feeney,IncVY �1 C 2603 Union Street Oakland,CA 94607 SUBJ: FEENEY DESIGN-RAIL® ALUMINUM RAILING WITH HORIZONTAL CABLERAIL INFILL SERIES 100, 150,200,6:06,350 AND 400 SYSTEMS The Design-Rail®System(DRS)utilizes aluminum extrusions and stainless steel cable infill.to construct building guards and rails for decks,balconies,stairs,fences and similar locations. The system is intended for interior and exterior weather exposed applications and is suitable for use in all natural environments. The DRS may be used for residential,commercial and industrial applications. The DRS is an engineered system designed for the following criteria: The design loading conditions are: On Top Rail: Concentrated load=000••lbs ariy direction;-any f6E tion Uniform load=502-plf any direction perpendicular to top rail On In-fill Cables: Concentrated load=�50#on cine-sf �Wii dload is-not-significant on-cable infill Refer to IBC Section 1607.7.1 for loading. The DRS system will meet all applicable requirements of the 2006,2009 and 2012 International Building Codes,Florida Building Code,California Building Code and Aluminum Design Manual. Wood components and anchorage to wood are designed in accordance with the National Design Specification for Wood Construction. Edward Robison,P.E. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobisonCnarrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 2 of 60 Contents: Page Contents: Page Typical Installations 3 Series 1001150 Top Rail to Post 31 Load Cases 4 Intermediate Bottom Rail Post 31 Standard Post 5 Intermediate Post Fitting 1001150 32 45° Corner Post 6 Series 200 Top Rail 33 Connection to Base Plate 7 Series 300 Top Rail 34 Base Plate Design 5"x5"x3/8" 7 - 8 Series 350 Top Rail 35 Base Plate Anchorage 8 Series 400 Top Rail 36 Offset Base Plate 8 Top Rail Vertical Load Sharing 37 Narrow Base Plate 3"x5" 9 Picket Infill Insert 38 6 Screw Post 10-11 Top Rail to Post Connection 39 6 Screw 45°Corber Post 12 Top Rail Splices 40 Base Plate Mounted to Wood 13 Intermediate Rail 41 Base Plate Mounted to Concrete 14 Mid Rail 42 Core Mounted Posts 15 Picket Bottom Rail 43 Fascia Bracket 16-20 Pickets 44 Fascia Mounted Post 21 -24 Post Rail Connection Block 45 Stanchion Mount 25-26 Wall Mount End Caps 46 -47 Stanchion Welded to Base Plate 27 Grab Rail Bracket 48 -49 Pool Fence/Wind Fence 28 Cable Infill 50-59 Series 100 Top Rail 29 Cable Forces on Posts 53 -54 Series 150 ToR Rail 30 Lag Screw Withdrawal From Wood 60 A rF� Pip C.Rpei G1HEE � 0 PROFq � LICENSED s07. �N gs9j. 18195PE 42 23 ° PROFESSIONAL EDWARD C. {S► „ EDWARD C. 8 * ENGINEER * 6 ROBISON D 0 11575-s N gipi2/31/2015 z OREGON IVI ?O N A U EXP 04/30/2016 No• 6 1754Rp C• RO EXP 0 1/2017 EXP 12/31/2014 Of 'SRO���tti` #,Q"EA:-4�4N / a @ _ L &30/2014 C. iPNFBWM Om .....• :w W No.C 65883 Z EDWARD C.ROEISON EDWARD C.ROBISON,10068855 F CAS\Fr�uF-12044EXP 09/30/2015 EXP 12/31/2014 EXP 12/31/2015 C' "0 �\CENS �`r0 F ob of els 63683 Ed r C.R�� * EDWARD C. 'd � ROBISON Qi 's TO STRUCTURAL u, F ° ND.49757 F<ORX&- �_�� 088030 ?� � • o� pFc/9 SS/CNAL tiN� / joxnr EXP 0 28/2015 EXP 03/31/2015 E 06/30/2016 EDWARD C.ROBISON, 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com i i Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 3 of 60 TYPICAL INSTALILATIONS: Surface mounted with base plates: 3/S"mounting hardware depends on substrate refer to calculations for hardware specifics. Residential Applications: Rail Height`36"—abave-fiiisli-floor- Standard Post spacingt6-'—center maximum-� Bottom rail intermediate post recommended for post spacing over 5',see page 28. All top rails Commercial and Industrial Applications: Rail Height 42" above finish floor. Standard Post spacing 5'on center maximum. All top rails Pool Fence/Wind Fence-Horizontal cable rail may not be used for pool fences. 4'post spacing,5'post height. Core pocket/embedded posts,fascia bracket,or stainless steel stanchion mounted: Residential Applications: Rail Height 3_habove fiu`slio 5tandardaLos p ca ingSri centerrmaximum ceras Y04, 150and 400 8'on=center=Series�200 '30D,and350. Bottom-rai termediate post recomm n et=over"S�aee_page 28 Commercial and Industrial Applications: Rail Height 42" above finish floor. Standard Post spacing 5'on center maximum,series 100, 150 and 400 6'on center Series 200,300,and 350. Bottom rail intermediate post recommended over 5',see page 28. Pool Fence/Wind Fence 4'post spacing,5'post height. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 4 of 60 LOAD CASES: Rail Dead load=5 Of for 42"rail height or less. CI;oadr J 200FIf or 50 Horizontal load to top rail from in-fill: p!# Post moments ` Mi=25 psf*H*S*H/2 = 12.5*S*H2 18.F- WO For top rail loads: :M 200#*H -7 C1Vf„ r50pif*S*H WI L L ILD psf For wind loadJstrrface areal on face area Cables 1/8"wide by 3" on center U-'i 25 PPF entire area. � Top rail=3 maximum 1 nLllldit� spaces Post=2.375" Area for typical 4'section by 42"high: 39"*2.375"+3"*48"+1.7"*45.625" +0.125*45.625"*12+0.75*36"=409.6 int % surface/area= 109.6/(48"*42") =20.3% Wind load for 25 psf equivalent load= � 25/0.203 = 123.0 psf A [This exceeds V- CU-mto&States` Exceeds I50`mph�3'}second gust;"Exposure=D'. =Therefore wird load w not-limit cable infill installations., EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®–Horizontal Cablerail Infill 11/26/2014 Page 5 of 60 STANDARD POST–2-3/8"Square Post Strength 6005-T5 or 6061-T6 Post -Area 0.995 int I,,=Iyy=0.863 in4 S =0.726 in3 r=0.923 in J=0.98 in k:5 1 for all applications Allowable bending stress ADM Table 2-22 Ftb= 19 ksi S1 = LB Sc = LB • 0.726 = 1.58 LB 0.5 [IYJ] 0.5 0.8* [63 • 0.98] for LB :r. 146=92" —FCB=21 ksi 158 for LB >92"FcB=2.39-0.24(1.58 LB)1/2 2-3/8 square x 0.1"thick Mau=0.726 • 19ksi= 13,794#"= 1,1490ft For posts directly fascia mounted with 3/8"bolts through post: Reduced strength at bolt hole: Ben ing perpendicular to bolts Sred 0.6026 in3 Ftb=21 ksi at reduced section Mred=21ksi *0.6026 in3= 12,655"# For bending parallel to bolts: S,d=0.564 in3, Af=0.125*1.8752=0.439 int Ftb=21 ksi at reduced section Mod=21ksi *0.564 in3= 11,844"# To allow for shear stress from bolt bearing on post limit moment so that: M/11,844+[(Tbold0.439)/12000]2 s 1.0 For example if bolt tension=2,000#the maximum allowable moment is: Ma= {1.0-[(2000/0.439)/12000]2}*11,844= 10,137'# EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@nairows.coln Feeney Design-Rail®–Horizontal Cablerail Infill 11/26/2014 Page 6 of 60 45° Corner Post 6005-T5 or 6061T6 Post Section Properties Area 1.355" IX,s= 1.120 in4 Iyy= 1.742 in4 SXX=0.812 in3 Syy=0.900 in3 r.=0.975 in oO ryy= 1.175 in J= 1.146 in k= 1 for all applications Allowable bending stress ADM Table 2-22 Ftb= 19 ksi S1= LB Sc = LB • 0.900 = 0.5-✓(IyJ) 0.5 (1.120*1.146 =1.58 LB for LB s 146=92" —FcB=21 ksi 1.58 for LB > 92"FcB=2.39-0.24(1.58 LB)1/2 Mall=0.812 . 19ksi= 15,428#"= 1,2860ft Connection to base plate Post uses standard base plate EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 7 of 60 CONNECTION TO BASE PLATE CP Ts Failure modes > screw tension !i screw shear ' -� screw withdrawal 1.3125" .at2s° I For screw withdrawal see ADM 5.4 W=2.3 • e • d9a9Fay 2.28" Cb e=full thread engagement= 1" 4.375" d=max root diameter=0.248" minor=0.185" Base plate to post screws are AISI 4037 steel alloy 5" fabricated in accordance with SAE J429 Grade 8 and coated with Magni 550 corrosion protection. 1 Fay=20 ksi W=2/3 • 1" • 0.248" • n • 20ksi W= 10.39k W'= 10.39 = 3.46k 3.0 Safety factor Screw tension—Ty=0.0483 int • 110 ksi=5314# V„=0.0483*45ksi=2,174# 0.0483=-major root area, 0.0376=minor root area Ftu=0.0376 . 150 ksi=56401V Safety factors for screws calculated from SEFASCE 8-02 Section 5 LRFD factors For yielding SF= 1.6/0.75 =2.13 — 5,314#/2.13 =2,495# For fracture SF= 1.6/0.65 =2.46— 5640/2.46=2,293# Shear strength For fracture SF= 1.6/(0.9*0.75) =2.37 — 5,640/2.37=2,380# BASE PLATE DESIGN Base plate bending stress Ft=24 ksi — Smin=5" • 3/82 =0.117 in3 6 EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 8 of 60 Base plate allowable moment 2 3/8"SQ.AL.TUBE Man =24 ksi • 0.117 in3=2,812"# i Base plate bending stress BUTTON TB=C M=0.8125" •TB • 2 Tau= 2,812 = 1,730# LOCK NUT 2 . 0.8125 --------BUTTON WASHER Maximum post moment for base plate strength 5x5x3/8 BASE Man=2 • 1,730 . 4.375"= 15,142#" PLATE Limiting factor= screws to post �15��BASE PLATE SCREW Muit=2 • 5,3144• 2.28"=24,232#" Mail=2 . 2,293# • 2.28"= 10,456"# 3/8 BOLT For factors of safety refer to Aluminum Design Manual Section 5.3.2.1 and SEI/ASCE 8-02 section 5 BASE PLATE ANCHORAGE 3/8"mounting hardware depends on substrate,select appropriate fasteners for the substrate to provide the required strength. TDes= 10,456 = 1,1954 2 .4.375" adjustment for concrete bearing pressure: a=2*1,195/(2*3000psi*4.75") =0.087" T'Des= 10,456 = 1,206# 2• (4.375"-0.087/2) For 200#top load and 42"post ht T2oo= 8.400 =960# 2*4.375" For 42"post height the maximum live load at the top of the post is: Pmax= 10,456'#/42" =250# For 50 plf live load maximum post spacing is: Smax=250#/50 Of=5.0'=5'0" OFFSET BASE PLATE Offset base plate will have same allowable loads as the standard base plate. Anchors to concrete are same as for standard base plate. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®–Horizontal Cablerail Infill 11/26/2014 Page 9 of 60 NARROW BASE PLATE o. "o TliRu v 0..5353000"0 x 821 0.6250"RADIUS CORNER The narrow base plate attaches to the post TYP.4 PLACES FILLET,TYP. with the same screws as the standard base plate. O 0.3750"ALUMINUM BASEPLATE MATERIAL ��—- For long dimension perpendicular to the guard o o� C3 the bolt loads may be assumed as the same aso o 0 0.4375"0 [7116"fL]THRU, LO for the standard 5x5 base plate. - "' TYP.4 Places O For base plate oriented with the longL CQ dimension parallel to the guard the design �ya� anchor load is: TYP. 2.2500"D.C. - - 0 .6250 T= 10,500/(2*2.8")= 1,875# TMP' 3.5000" NARROW POST BASEPLATE-TOP ELEVATION When attached to steel with 3/8"bolts the SCALE:1:2 narrow base plate may be oriented in either direction. When attached to wood with the base plate oriented with the long dimension perpendicular to the guard there is no reduction in load with the lag screw sizes as calculated on page 10. When attached to wood using lag screws with the base plate oriented with the long dimension parallel to the guard the allowable load per post is multiplied by 0.7. For example if the base plate is attached with 6"lag screws on a weather exposed deck the maximum post height is reduced to: H=0.7*42" =29.4" When attached to wood using 3/8"hex bolts with the base plate oriented with the long dimension parallel to the guard the allowable load per post is the same as for the standard base plate provided that a base plate is used under the nuts with washers. When installed to concrete the anchors shall be custom designed for the imposed loads based on the actual conditions of the proposed installation. The standard concrete anchor design shown herein for the 5x5 base plate may not be used because the anchor spacing is inadequate. 6 Screw Variant Base plate may be modified for use with the 6 screw post. The baseplate to post when installed with the 6 screws will have the same strength as the standard baseplate with 6 screws. Baseplate anchorage must be designed based on the actual post loading. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 10 of 60 SIX SCREW POST—2-3/8"Square Post Strength YJ 6005-T5 or 6061-T6 Post o^ 4 -Area 1.1482" 0.1000" b I,,=0.9971 in4 M Iyy=0.8890 in4 0.2130" 1.9500° N S,_=0.8388 in3 0.9750" Syy=0.7482 in3 -- -�-I r.=0.9319 in ryy=0.8799 in J=0.986 in k s 1 for all applications Allowable bending stress ADM Table 2-22 Ftb= 19 ksi Si= LB Sc = LB - 0.726 = 1.551 LB 0.5-V[IyJ] 0.5* [0.889.0.986] for LB s 146=94.1FcB=21 ksi 1.551 for LB >94.1"FcB=2.39-0.24(1.551LB)1i2 Strong axis bending(typically perpendicular to rail) Mau=0.8388 - 19ksi= 15,937#"= 1,328.1'# Weak axis bending(typically parallel to rail) Mau=0.7482 . 19ksi= 14,216#"= 1,184.65'# EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 ehobison(-narrows.coin Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 11 of 60 SIX SCREW CONNECTION TO BASE PLATE cp TS Screws are the same as for the standard 4 screw connection. 1.3125" ' .8125" Screw embedment length into the screw slots is adequate to develop the full screw tension.strength. Use same screw tension strength as used for the four 2.28" Cb screw connection: 4.375" Ta=2,293#per screw V.=917#per screw 5" Vdes=6*917 =5,502# limiting shear load on post so that screw shear stress doesn't reduce the allowable tension: Vo.2=0.2*5,502#= 1,100# Base plate thickness and strength same as for standard post. Allowable moment on the posts based on screw tension strength: Strong axis bending- Mbao=3 screws*2,293#*2.38"= 16,372"#> 15,937 # 6 screw connection will develop the full post strength. Weak axis bending- Mbao=2 screws*2,293#*2.38"+2 screws*0.5*2,293#*2.38"/2+ = 13,643"#s 14,216"# 6 screw connection won't develop the full post strength for weak axis bending. LIMITING POST MOMENTS FOR SIX SCREW CONNECTION: STRONG AXIS BENDING MA=15,937 #= 1,328.1'# WEAK AXIS BENDING MA=13,643"#= 1,136.9'# Connection strength to the narrow baseplate when made with the 6 screws will be the same. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®–Horizontal Cablerail Infill 11/26/2014 Page 12 of 60 Sian Screw 45° Post 1.9500" 0.9750^ :7 6005-T5 or 6061-T6 `� a Post Section Properties Area 1.338" c { I.,t= 1.2940 in4 Iyy= 1.7507 m4 S,,=0.8755 in3 N Syy=0.9047 in3 rx,,=0.9834 in ryy= 1.1438 in { ----__ " J– 1.148 in I k= 1 for all applications to00m d --0.9747° Allowable bending stress ADM Table 1.9497^ 2-22 FT,= 19 ksi S1 = LB Sc = LB • 0.9047 = 1.48 LB 0.5-,/(IyJ) 0.5 x(1.294 . 1.148) for LB :5 146=98.35" —FcB=21 ksi 1.48 for LB > 92"FCB=2.39-0.24(1.48 LB)1/2 For bending that is typically perpendicular to the rail: Mau=0.8755 • 19ksi= 16,635#"= 1,386.20ft Connection to base plate uses custom base plate with special screw pattern: Screw strength same as previously calculated. For outward force- Mbase=2 screws*2,293#*2.718"+1*2.333*(2.333/2.718)*2,293 = 17,057"#> 16,635"# For inward force: Mbase= 1*2,293#*2.763"+2*2.243*(2.243/2.763)*2,293 = 14,686"#< 16,635"# For inward force the screw strength limits the post moment to 14,686"# Base plate strength same as previously calculated. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 13 of 60 BASE PLATE MOUNTED TO WOOD—SINGLE FAMILY RESIDENCE 36"GUARDS For 200#top load and 36"post height: M=200#*36"=7,200"# T2oo= 7.200 = 823# 2*4.375" ...--lea, SS L5G scREa+1S, Adjustment for wood bearing: FINISHED FLOOR 3 O EACH POST LOCATION Bearing Area Factor: Cb=(5"+0.375)/5" = 1.075 2x FIQCIA a=2*823/(1.075*625psi*5")=0.49" 1I' RIBS JO)ST BOARD.' T=7200/[2*(4.375-0.49/2)]= 872# Required embed depth: (G z 0.43)NDS Table 11.2A W'=WCD=243*1.33 =323# «,2%8 BLOCKING For protected installations the minimum embedment is: le=872#/323#/in=2.70" : +7/32"for tip=2.92" For weather exposed installations the minimum embedment is: le= 872#/(0.75*323#/in) =3.60": +7/32"for tip=3.82" FOR 36"HIGH WEATHER EXPOSED INSTALLATIONS USE 5"LAG SCREWS AND INCREASE BLOCKING TO 4.5"MINIMUM THICKNESS. 42"HIGH GUARDS For 200#top load and 42"post height: M=200#*42"= 8,400"# T2oo= 8,400 =960# 2*4.375" Adjustment for wood bearing: a=2*960/(1.075*625psi*5")=0.572" T=8,400/[2*(4.375-0.572/2)]= 1,027# Required embed depth: For protected installations the minimum embedment is: le= 1,027#/323#/in=3.18" : +7/32"for tip =3.40" 4.5"minimum lag length. For weather exposed installations the minimum embedment is: le= 1,027#/(0.75*323#/in)=4.23" : +7/32"for tip=4.45" FOR 42"HIGH WEATHER EXPOSED INSTALLATIONS USE 6"LAG SCREWS AND INCREASE BLOCKING TO 5.5"MINIMUM THICKNESS. 3/8"Stainless steel bolts with heavy washers bearing on the wood may be used through the solid wood blocking with a minimum 3"nominal thickness. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison C�narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 22 of 60 Z'n=220#*1.33*1.0=295# ZT= 140#per lag,(vertical load) ZT= 140#*1.33*1.0= 187# Anchors to be minimum of 7"center to center and post shall extend 1-1/2"below bottom anchor. From.JM about end M=(8.5"*T+1.5"*1.5/8.5*T) = 8.76"T Allowable post moment Ma=972#*8.76" = 8,515"# For 3/8"lag screw okay for 36"rail height v, N For 3/8"carriage bolts: Allowable load per bolt=0.11 in2*20 ksi= 2,200# For bearing on 2" square bearing plate—area =3.8 int o Pb=3.8 in2*1.19*405*1.33 =2,436# Ma=2,200#*8.76"= 19,272"#(exceeds post strength) For vertical load lag capacity is: MUM MA- 2 lags*187#=374#/post for live load L 21ags#140#=280# D+L=200/374+60/280=0.75<1.0 okay For corner posts: For interior and exterior corners there are four lags,two each way. Two lags will act in withdrawal and two will be in shear: Okay be inference from running posts. For attachment to concrete—ITW Red Head Trubolt wedge anchor 3/8"x3.75" concrete anchors with 3"effective embedment,Ta= 1,263#(see page 14 for calculation). Ma= 1,263#*8.76"= 11,064"# For attachment to steel—3/8"bolts will develop full post strength. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 23 of 60 ALTERNATIVE FASCIA ATTACHMENT CONFIGURATIONS: To 6x wood fascia: , h 3 Bolt pattern— 1"from top and bottom and at center: el IM=Mg—4.5*T+2.752/4.5*T+ 12/4.5*T = __' �.�'r t. Mg=6.4T _ T Mg/6.4 i �� •,. r For 36"residential guard: T=(36"+7")*200#/6.4= 1,344# Exceeds 3/8"lag screw capacity Requires use of thru-bolts/ carriage bolts. For 42"residential guard: T=(42"+7")*200#/6.4= 1,531# Exceeds 3/8"lag screw capacity Requires use of thru-bolts/carriage bolts. Moment capacity of carriage bolts:Ta=2,200# Ma=2,200#*6.4"= 14,080"#-develops full post strength. To 8x wood fascia For(4) 3/8"lag screw pattern ��,�• = Lag screws at 1" and 1.75"from top and bottom: IM=Mg—6.5*T+5.752/6.5*T € a Mg= 11.59T i irrA T=Mg/11.59 � For 36"residential guard: T=(36"+9")*200#/11.59 =777# For weather exposed installations the minimum embedment is: le=777#/243#/in=3.20" : +7/32"for tip=3.42" For 42"residential guard: T=(42"+9")*200#/11.5=887# For weather exposed installations the minimum embedment is: le=887#/243#/in=3.65" : +7/32"for tip=3.87" For(2)3/8"carriage bolt alternative: Moment capacity of carriage bolts:Ta=2,200# ' Ma=2,200#*6" = 13,200"#-develops full post strength. z EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 24 of 60 To 8"nominal slab edge (7.5"). ITW Red Head Trubolt wedge anchor 3/8"x3.75"concrete anchors with 3"effective embedment. Anchor strength based on ESR-2427 Minimum conditions used for the calculations: f'�z 3,000 psi edge distance=2.5" spacing=2.5" h=3.0": embed depth For concrete breakout strength: iii ANcg=(1.5*3*2)*7.5 =67.5 int 2 anchors ANc,=9*32=81 int fIT51-- -- l = 2 Nev Capmin= 1.5" (ESR-2427 Table 3) Ca,=5.25" (ESR-2427,Table 3) (p,d;N= 1.0 (pc,N= (use 1.0 in calculations with k=24) (pcp,N=0.7+0.3*[2.5/(1.5*3)] =0.87 Nb=24*1.0*-,/3000*3.01.5=6,830# Nib=69.5/8 1*1.0*1.0*0.87*6,830=5,098:5 2*3,469 based on concrete breakout strength. Determine allowable moment load on anchor group Ts=0.65*5,098#/1.6*5"= 11,391"# Develops the full post strength. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 30 of 60 SERIES 150 TOP RAIL 2,000 A=0.676 int I,,=0.1970 in4 f-' - Iyy=0.2263 in4 S,,=0.1522 in3 Syy=0.2263 in3 r.=0.540 in ryy=00579 in Co Alloy 6063-T6 Aluminum Allowable Stress:ADM Table 2-24 FT= 18 ksi Fc— 6'span Rb/t=0.3/0.065 =4.6 <35 Fc= 18 ksi for horizontal loads d/t=0.75"/0.65 = 1.15 < 15 Fc=20 ksi for vertical loads Allowable Moments -/ Horiz:0.2263in3 .18 ksi=4,073"#= 339.45'# Vertical load=0.1522in3.18 ksi=2,739.6"#=228.3#' Maximum allowable load for 72"o.c.post spacing- vertical W=2,739.6"#*8/(69.625"2)=4.52 pli=54 plf P=2,793.6"#*4/69.625" = 160.5# Maximum span without load sharing,P=200#-vertical S =2,793.6"#*4/200#=55.87" clear Max post spacing=55.87"+2.375"= 58 1/4" With loading sharing with bottom rail-load transferred by pickets 200#concentrated load may be safely supported with 6'on center post spacing. Maximum allowable load for 72"length horizontal load W=4,073"#*8/69.6252=6.7 pli= 80.6 plf P=4,073"#*4/69.625"=234# Maximum post spacing is 6'. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 31 of 60 SERIES 100/150 TOP RAIL CONNECTION TO POST FACE: Use RCB attached to post with 2#10 screws same as bottom rail. V=2-38 ksi -0.19" -0.10" - 1= 3 (FS) SERIES 100 TOP RAIL V=481#/screw POST CAP Since minimum of 2 screws used for 2 318"SQUARE STANDARD POST each Allowable load=2-481#=962# The connection block can be cut RCB-(RAIL CONNECTING square for use in horizontal rail I BRACKET)CUT AT applications or angled for use in I GRAB RAIL ANGLE sloped applications such as along stairs or ramps. Intermediate bottom rail post used to provide additional S support to bottom rail. Recommended for post spacing over 5'on center to prevent excessive deflection in bottom rail associated with stepping on the rail. I Intermediate post may be 1.4" square aluminum extrusion or similar that fits snuggly in the bottom rail. Acts in compression only. Secured to rail with two#8 tek screws j Shear strength of screws: V=2-38 ksi 0.164" -0.065" - 1 — 3 (FS) V=270#/screw Vtot=2*232#=464# EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—horizontal Cablerail Infill 11/26/2014 Page 32 of 60 INTERMEDIATE POST FITTING—SERIES 1001150 Used for intermediate posts along stairways Fitting locks into top of post with#8 Tek SERIES 100 TOP RAIL screws: (LEVEL AREAS ONLY) Maximum load on fitting is 300# 6'post spacing* 50 plf=300# rINTERMEDIATE;K SCREW Shear resisted by direct bearing between fitting and post area=2.175"*0.1875=0.408 int Bearing pressure=300#/.408 =736 psi POST ADAPTER Moment of fitting to post: 2 Sia"SQUARE This is an intermediate post with STANDARD POST rotation of top rail restrained at rail ends. Moment of fitting is created by eccentricity between bottom of top rail and top of post: e =0.425" M=300#* (0.425")= 127.5#" #8 Tek screws: Shear strength=V=2-38 ksi 0.1309" -0.07" 1 = 232# 3 (FS) Moment capacity M=232#*2.375"=551#" SERIES 950 TOP RAIL #8 TEK SCREW (TMP) INTERMEDIATE POST ADAPTER 2 3/S"SQUARE / STANDARD POST EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@naiTows.com Feeney Design-Rail°—Horizontal Cablerail Infill 11/26/2014 Page 40 of 60 RAIL SPLICES: Splice plate strength: Vertical load will be direct bearing from rail/plate to post noJr bending or shear in plate. Horizontal load will be transferred by shear in the fasteners: Rail to splice plates: Tek screw strength: Check shear @ rail (6063-T6) SU17 SPLICE 2x F,,.ux dia screw x rail thickness x SF V=2-30 ksi 0.1379" -0.09" - 1 =325#/screw; for two screws=650# 3 (FS) or Krplawx dia screw x plate thickness x SF V=38 ksi 0.1379" -0.098" - 1 I = 171#/screw; I 3 (FS) F051 AUkRr, for two screws=342# 1a EFICA Post to splice plate: T}# DARD SPLICE PLATE Screws into post screw chase so screw to post connection will not control. splice plate screw shear strength 2x Fuplata dia screw x plate thickness x SF V=2-38 ksi 0.1379" -0.098" - 1 =326#/screw; 3 (FS) for two screws=652# Check moment from horizontal load: M=P*0.75". For 200#maximum load from a single rail on to splice plates M=0.75*200= 150#" S =0.098*(2.5)2/6=0.6125 in3 fb= 150#"/(0.6125) =245 psi For corner brackets screw strength and bending strength will be the same. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®–Horizontal Cablerail Infill 11/26/2014 Page 41 of 60 INTERMEDIATE RAIL 1.6875 L,=0.123 in4 Iyy=0.177 in4 t=0.062 S,,=0.115 m3 Ln Syy=0.209 in3 r..=0.579 in ryy=0.695 in Allowable stresses:ADM Table 2-24 6063-T6 Aluminum Ft= 19 ksi For vertical loads Fcb —Rb/t.= 1.25" =0.33 line 16.1 Fes,= 18 ksi 3.75 Mau vert= 18xsi • (0.115) =2,070"0 For horizontal loads: Ft= 15 ksi For vertical loads Fcb —Lb/ry= 35" =50 A line 11 0.695 Based on 72"max post spacing Fcb= (16.7-0.073*50.4)ksi= 13.0 ksi Manhoriz= 13ksi • (0.209)=2,717"# For intermediate rail acting alone Allowable loads Horizontal—uniform—WH=2.717.8 =4.44#in=WH=53 Of 702 PH=4 . 2317= 155 # Not used for top rail 50#cone load appl. 70 Vertical —W=2070 . 8 = 3.38#/in=40.6 plf (Top rail alone) 702 P=2070 • 4= 118#Not used for top rail 50#cone load appl. 70 Maximum wind load for 3'6"lite height, 1'9"tributary width Wmax=53/1.75=30.3 plf Maximum span for 200#concentrated load: L=2,717*4/200#=54" May only be used as a top rail for single family residences with a maximum post spacing of 4' 6". EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 44 of 60 PICKETS 3/4"SQUARE Used for mid span cable spreader bar. Loading +25 psf+4 1/2" O.0 + 25psf-.375=9.4 plf M=9.4/12 (42"-6")2= 127 lb-in 8 or concentrated=50#on 1 sf Area: 0.288 sq in For 3/4 square pickets t=0.062" + S=0.05in3 Perim:6.03 in 3/4 fb= 127 lb-in=2538 psi 0.05in3 Ixx: 0.0196 in"4 lyy: 0.0190 in"4 Kxx: 0.261 in For 50 lb conc load 4 1 SF -min 2 pickets Kyy:0.257 in _...._.N. _. ell M=50/2Cxx: 0.392 in36"=2251b-in Cyy: 0.376 in 4 Sxx: 0.050 1n^3 fb=225 lb-in=4,500 psi Syy: 0.051 in"3 PICKET 0.05 in3 Fb= 15 ksi—compression ADM Table 2-24 line 14 15 ksi—tension ADM Table 2-24 line 2 Maximum allowable moment on picket= 15 ksi*0.05 in3=750 in-lb Maximum span=750 in-lb*4/25 lb= 120"—concentrated load or (750inlb*8/0.783 lb/in)1/2=87.5 in-controls Connections Pickets to top and bottom rails direct bearing for lateral loads—ok #10 screw in to top and bottom infill pieces. Shear strength= 2x F„p ax dia screw x trail x SF ADM Eq 5.4.3-2 V=38 ksi-0.19" -0.1"- 1 = 240# 3 (FS) Lap into top and bottom rail— 1/8"into bottom rail and 1/8"into 1.076 top rail. T N Allowable bearing pressure=21 ksi(ADM Table 2-24 line 6 Picket filler snaps between pickets to pressure lock pickets in place. Bearing surface= 1.375"*.062"=0.085 int Allowable bearing=0.085 in2*21 ksi= 1,785# Withdrawal prevented by depth into rails. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 45 of 60 STANDARD POST RAIL CONNECTION BLOCK Can be used to connect top rails to 2-3/8" standard postJkRCSSCREW face,wood posts,walls or other end butt connection. Top rail snaps over block and is secured with either silicone adhesive or#8 tek screws. Connection strength to post or wall: (2)#10x1.5" SS PHP SMS Screw Check shear @ post(6005-T5) F„pwx dia screw x Post thickness x SF RCB Eq 5.4.3-2 V=38 ksi-0.19" -0.1"- 1 = 240#/screw for 3 (FS) standard post. Since minimum of 2 screws used for each,Allowable load =2.240#=480# For attachment to wood posts: Use Four#10 x2.5" screws TEK s�R�W Zn= 139#per screw (NDS Table 11M,G z 0.43) BOTTOM RAIL_ Va=4*139#=556# Standard RCB 1.500 Ir 0 0 EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—horizontal Cablerail Infill 11/26/2014 Page 46 of 60 WALL MOUNT END CAPS Wall Mounted d 3'4xv-es_-cee End Cap End cap is fastened to the top rail witht 200 Series 2)#10x1" 55 PHP SMS Screws Topflail 2x Fupostx dia screw x Cap thickness x SF Eq 5.4.3-2 m ja V=2*38 ksi-0.19" -0.15" 1 = ail 3 (FS) i 722#/screw , 1,422#per connection Connection to wall shall use either: #14x1-1/2" wood screw to wood,minimum 1"penetration into solid wood. Allowable load=2*175#=350# Wood shall have a G z 0.43 From ADM Table 11M For connection to steel studs or sheet metal blocking Use#12 self drilling screws. Minimum metal thickness is 18 gauge, 43 mil(0.0451") Allowable load=280#/screw Table 3: Suggested Capacity for Screws Connecting Steel to Steel Obs.) Steel Ila-14 Screw #12-14 Screw #10-16 Serew" 08-18 Screw, #6 Screw" Thickness- Thinnest Shear Pullout Shear Pullout Shear Pullout Shear Pullout Shear Pullout Component 0.1017" 1000 320 890 280 78D 245 675 210 560 175 0.0713" 600 225 555 195 520 170 470 145 395 125 0.0566" 420 i80 390 155 370 135 340 115 314 95 0.0451" 300 140 280 120 260 105 240 90 220 75 0.0347" 200 110 185 95 175 80 165 70 150 6o Notes: 1.Design values are baser)on CCFSS Technical Bulletin Vol.2,No.1 which outlines the proposed AISI Specificalion provisions for screw conneotlons. For shear connections the cold-formed steel section should be evaluated for tension. 2.Based on Fy—33ksi,Fu-45ksl minimum. Adjust values for other steel strengths. 3.'.Refer to Table 1 for limits on recommended total stool thickness of oonnected parts. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 47 of 60 Wall Mounted End Caps continued For connection to masonry or concrete use two 3/16 screw-in(Tapcon)anchor Page 3 of 3 ER-5878 TABLE 3—ALLOWABLE TENSION AND SHEAR VALUES FOR TAPPER SCREW ANCHORS INSTALLED IN NORMAL-WEIGHT CONCRETE142 SCREW SCREW ANCHOR MINIMUM ALLOWABLE TENSION(pounds) ALLOWABLE ANCHOR MATERIALAND MUMMA With Special Inspection' Without Special inspections SHEAR° DIAMETER COATING Cinches) (pounds) (inch) (ASAPPLICABLE) Concrete Strength,P.(ps0 Concrete Strength,P,(psi) 2000 3000 4000 2000 3000 1 4000 Ca(bon steel, 1 90 90 90 45 45 1 45 175 11. Pelma-Seal 1'/ 1 215 255 90 110 130 230 (:Dated 1% t2&05 335 1 375 150 1 170 190 235 300 and 350 Series end caps use same fasteners and have identical strengths Wall h1ountad Wall Mounted l_nd La {- rtd�Capilerie 350 Series Tap Rail Torr flail ' of EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@naiTows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 48 of 60 GRAB RAIL BRACKET Loading 200 lb concentrated load or 50 plf distributed load P Grab rail bracket— 1-7/8"long Aluminum extrusion 6063-T6 Allowable load on bracket: a Vertical load: Critical point @ IX'from rail to root of double radius,t=0.25" M=P*1.8"or WS*1.8" ° where P=200#,W=50 plf and S =tributary rail length to bracket. L U -- Determine allowable Moment: FT=20 ksi,Fc=20 ksi •• 'r• From ADM Table 2-24 Sv= 1.875"*0.252/6 =0.0195 in3 � p Mvau=0.0195 in3*20 ksi=390"# _- Determine allowable loads: For vertical load: Pau=390"#/1.8"=217# San=217#/50plf=4'4" Vertical loading will control bracket strength. Allowable load may be increased proportionally by increasing the bracket length. For 5'Post spacing: 5'/4.33'*1.875" =2.165"—2-11/64" Grab rail connection to the bracket: Two countersunk self drilling#8 screws into 1/8"wall tube Shear—Ft.Dt/3 =30ksi*0.164"*0.125"/2.34*2 screws =525#(ADM 5.4.3) Tension— 1.2DtFty/3= 1.2*.164"*0.1 25"*25ksi*2 screws/2.34=525# Safety Factor=2.34 for guard rail application. For residential installations only 200#concentrated load is applicable. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 49 of 60 Connection to support: Maximum tension occurs for outward Horizontal force=200#: P -_2.50 Determine tension from IM about C -- 0=P*5"—T*0.875" T=200#*(5-1.25)"/1.25"=600# From 2 forces—no shear force in anchor 1 o occurs from horizontal load � N Vertical force=200#+17#(DL): 5.0' Determine tension from IM about C f 0=P*2.5"—T*1.25" / T=217#*2.5"/1.25" =434# ` 1.80 From E forces—Z=P=217# T f, i CONNECTION TO STANDARD POST(0.1" v '' WALL) For 200#bracket load: For handrails mounted to 0.1"wall thickness aluminum tube. 5/16"self drilling hex head screw Safety Factor=2.34 for guard rail application. Shear—Fn,Dt/2.34 (ADM 5.4.3) 38ksi*0.3125"*0.1"/2.34=507# .285" 1" Tension—Pullout ADM 5.4.2.1 Pt=0.58AsnFtu(Q]/2.34= 5/16"t1/8" 312" 0.58*0.682*38ksi(0.10)/2.34=642# Required attachment strength T=434# and V=217#or T=600#and V=0 For combined shear and tension(Vertical load case) 5/16"-18 Thread (T/Pt)2 +(V/Za)2 < 1 (434/642)2 +(217/508)2=0639:5 1 Or (434/642) + (217/508)=1.10:s 1.2 Or 600:5 642#therefore okay EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 50 of 60 STAINLESS STEEL CABLE IN-FILL: S: MAX. 5° O.C. SPACING POSTS MAX. 3 FT. O.C. SPACING VERTICAL SPACER TE: SEE SEPARATE TOP RAIL CALCS 1 75V 1Z H CIGCdN-iREC�i rh --- DOTE: SEE i ce FITTING DECK/ FLOOR F`ITTIhG SURFACE SEPARATE BOTTOM�NOTE--S&EWE SEPARATE RAIL CALCS POST CALCULATIONS 5'maximum post spacing is recommended but may be increased to 6'maximum where allowed based on the frame and attachment strength. Cable railing-Deflection/Preload/Loading relationship Cable an Ind f A Cable anchored a�-c"r"`� ---I Cable Strain=C=Cta•L A•E Ct=Ca+Cta Cu=installation tension Cta= EEA=Cable tension increase from loading L From cable theory Ct=-16'p- for concentrated load 40 To calculate allowable load for a given deflection: Calculate E= [[(112)2+A2]112 *2-Z] Then calculate Cta= EAE L Then calculate Ct=Ca+Cta Then calculate load to give the assumed A for concentrated load P=CAA l EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 51 of 60 For uniform load—idealize deflection as triangular applying cable theory Ct=W12 80 Solving for W=Ct 8 0 12 See spreadsheet pages based on 36'maximum cable length and 3" clear cable spacing. Cable rail loading requirements Guardrail components 25 psf over entire area IBC 1607.7.1.2 Components o 0 50 lbs Conc.load over 1 sf Application to cables PX=8.33# -Uniform load=25 psf•3" =6.25 plf Py=-8.63# 12" -Concentrated load 1 sf oWC 4"Diam Ba I Z N 3 cables minimum 50# o a 16:7 50/3= 16.7 lbs on 4" sphere CV Produces 8.63 lb upward and downward on r 4" BALL LOAD= 50 =16.7# adjacent cables. 12/4 PX=16.7/2=8.33# Py=tan46*8.36=8.63# Deflection—since cables are 3"O.C.and maximum opening width=4" for 1/8"cable Aau=4"—(3- 1/8)= 1 1/8" for 3/16"cable 0aj>=4"—(3-3/16) = 13/16" Cable Strain: s=6/Eand AL=LE AL=L(T/A)/E=L(T/0.0276 in2)/27 x 106 psi Maximum cable free span length=60.5"/2-2.375"=27.875" Additionally cable should be able to safely support 2001b point load such as someone standing on a cable. This is not a code requirement but is recommended to assure a safe installation. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@naiTows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 52 of 60 Cable railing Cable deflection calculations Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 Cable strain=Ct/WE)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 150 Total Cable length (ft)= 36 Cable free span(inches)= 35 Calculate strain for a given displacement(one span) Imposed Cable load giving displ. delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00357 2.6 152.6 4.4 3.0 0.375 0.00803 5.9 155.9 6.7 4.6 0.55 0.01728 12.8 162.8 10.2 7.0 0.75 0.03213 23.7 173.7 14.9 10.2 1 0.05710 42.2 192.2 22.0 15.1 2 0.22783 168.3 318.3 72.7 49.9 2.5 0.35534 262.4 412.4 117.8 80.8 3.13 0.55542 410.2 560.2 200.4 137.4 Cable railing Cable deflection calculations Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 _................. Cable strain=Ct/(A*E)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 200 Total Cable length (ft)= 36 Cable free span(inches)= 35 Calculate strain for a given displacement(one span) Imposed Cable load giving displ. delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00357 2.6 202.6 5.8 4.0 0.375 0.00803 5.9 205.9 8.8 6.1 0.55 0.01728 12.8 212.8 13.4 9.2 0.75 0.03213 23.7 223.7 19.2 13.1 1 0.05710 42.2 242.2 27.7 19.0 2 0.22783 168.3 368.3 84.2 57.7 2.5 0.35534 262.4 462.4 132.1 90.6 3.02 0.51734 382.1 582.1 200.9 137.8 EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®—Horizontal Cablerail Infill 11/26/2014 Page 53 of 60 Cable induced forces on posts: RAIL REACTION LRAILL CTION RAIL REACTION 7 INcable tension forces �.— enterm is a posts i 95 _44 TION RAIOEM L REACTION RAIL REACTION Cable tension forces occur where cables either change direction at the post or are terminated at a Post. Top rail acts as a compression element to resist cable tension forces. The top rail infill piece inserts tight between the posts so that the post reaction occurs by direct bearing. For 400 Series top rail no infill is used. Top rail extrusion is attached to post with(6)#8 screws in shear with total allowable shear load of 6*325#= 1,950# Up to eight#8 screws may be used on a post if required to develop adequate shear transfer between the post and the 400 series top rail. Bottom rail when present will be in direct bearing to act as a compression element. When no bottom rail is present the post anchorage shall be designed to accommodate a shear load in line with the cables of 7*205#*1.25 = 1,784# End post Cable loading Cable tension-200#/Cable no in-fill load w= 200# =66.67#/in Mw= (39")2 . 66.67#/in= 12,676#" 3" 8 Typical post reactions for 200#installation tension 11 cables*200#/2= 1100#to top and bottom rails For loaded Case - 3 Cables @ center 220.7#ea based on 6'o.c.posts,35"cable clear span post deflection will reduce tension of other cables. 0= [Pa2b2/(3L)+2Pa(3L2-4a2)/24]/EI = A= [220.7*152*242/(3*39)+220.7*15(3*392-4*152)/24]/(10,100,000*0.863) =0.086" EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 54 of 60 Cable tension reduction for deflection will go from 200 at end cables to 271-220.7 at center, linear reduction =(200-50.3)/(39/2)=7.7 pli Meonc=220.7# - 15"/2+220.7#-18"+(3*(200-7.7*3)) +(6*(200-7.7*6)) + (9*(200-7.7*9)) +12*(200-7.7*12)+15*(200-7.7*15)/2 Mconc= 10,1839' Typical post reactions for 200#installation tension with 50#infill load: 11 cables*200#/2+3*(221-200)/2= 1132#to top and bottom rails. Typical post reactions,for 200#installation tension with 25 psf infill load: 11 cables*207.5#/2= 1,141#to top and bottom rails. For 200#Conc load on middle cable tension 599.2#tension,post deflection will reduce tension of other cables 0= [Pa2b2/(3LEI) = [599.2*182212/(3*39*10 100000*0.863) =0.084 Cable tension reduction for deflection will go from 200 at end cables to 52 at center cables,linear reduction(200-52)/19.5" =7.6 pli. M2oo=599.2#/2 . 18"+(3)-(200-7.6*3) +(6) (200-7.6*6) +(9) (200-7.6*9) +(12) (200-7.6*12) +(15) (200-7.6*15) +(18) (200-7.6*18)/2 = 11,200#" Post strength= 13,794"# No reinforcement required. Standard Cable anchorage okay. Typical post reactions for 200#installation tension with 200#infill load on center cable: 11 cables*200#/2+(600#-200)/2= 1,300#to top and bottom rails. Typical post reactions for 200#tension with 200#infill load on top or bottom cable: 11 cables*200#/2+(600#-200)*33/36= 1,467#to top and bottom rails. Verify cable strength: Fy= 110 ksi Minimum tension strength= 1,869#for Y8" 1x19 cable OT,=0.85*110 ksi* 0.0123=1,150# Ts=oTn/1.6= 1,150#/1.6=718# Maximum cable pretension based on maximum service tension @ 200# cable load is 440#: 0(in) strain(in) Ct net(lb) Ct tot(lbs) Conc. Load Uniform Id (lb) (plf) 0.19 0.00206 1.7 441.7 9.6 6.6 0.33 0.00622 5.1 445.1 16.8 11.5 2.437 0.33774 278.2 718.2 200.0 137.2 EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 55 of 60 CABLE LENGTH/SPAN OPTIONS: For a maximum cable free span of 42"(Maximum post spacing of 44-3/8"on center) The Maximum allowable cable length is 36'. Required minimum cable installation tension is 373# Cable railing Cable deflection calculations Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 Cable strain=Ct/(A*E)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 373 Total Cable length (ft)= 36 Cable free span(inches)= 42 Calculate strain for a given displacement(one span) Imposed Cable load giving displ. delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00298 2.2 375.2 8.9 5.1 0.375 0.00670 4.9 377.9 13.5 7.7 0.55 0.01440 10.6 383.6 20.1 11.5 0.75 0.02678 19.8 392.8 28.1 16.0 1 0.04759 35.2 408.2 38.9 22.2 2 0.19005 140.4 513.4 97.8 55.9 2.5 0.29657 219.0 592.0 141.0 80.6 3.03 0.43493 321.2 694.2 200.3 114.5 End post Cable loading Cable tension-373#/Cable no in-fill load w= 373# = 124.3#/in Mn,= (3911)2 • 124.3#/in=23,639#" 3" 8 END AND CORNER POSTS MUST BE REINFORCED. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 56 of 60 For a maximum cable length of 601. Maximum cable free span is 35" Required minimum cable installation tension is 349#. Intermediate tensioning device is required(turnbuckle or similar device). Cable railing Cable deflection calculations Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 Cable strain=Ct/(A*E)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 349 Total Cable length (ft)= 60 Cable free span(inches)= 35 Calculate strain for a given displacement(one span) Imposed Cable load giving displ. delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00357 1.6 350.6 10.0 6.9 0.375 0.00803 3.6 352.6 15.1 10.4 0.55 0.01728 7.7 356.7 22.4 15.4 0.75 0.03213 14.2 363.2 31.1 21.3 1 0.05710 25.3 374.3 42.8 29.3 2 0.22783 101.0 450.0 102.8 70.5 2.5 0.35534 157.5 506.5 144.7 99.2 3.03 0.52075 230.8 579.8 200.8 137.7 NOTE:WHEN CABLE LENGTH EXCEEDS 36'AN ADDITIONAL TENSIONING DEVICE IS REQUIRED TO TAKE UP CABLE STRAIN AND ASSURE ADEQUATE CABLE PRETENSION,WHEN LENGTH EXCEEDS 72'THREE DEVICES ARE REQUIRED. End post Cable loading Cable tension- 349#/Cable no in-fill load w= 349# = 116.3#lin Mme,=(39"12 . 116.3#/in=22,118#" 3" 8 END AND CORNER POSTS MUST BE REINFORCED. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 57 of 60 For a maximum cable pretension of 440#. Maximum allowable cable length is 98.4'. Maximum cable free span is 35" Two intermediate tensioning devices are required(turnbuckle or similar device). Cable railing . . . . . . . .... . Cable deflection calculations Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 Cable strain=Ct/WE)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 440 Total Cable length (ft)= 98.4 Cable free span(inches)= 35 Calculate strain for a given displacement(one span) Imposed Cable load giving displ.; . . . ..... . . delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00357 1.0 441.0 12.6 8.6 0.375 0.00803 2.2 442.2 19.0 13.0 0.55 0.01728 4.7 444.7 28.0 19.2 0.75 0.03213 8.7 448.7 38.5 26.4 1 0.05710 15.4 455.4 52.0 35.7 2 0.22783 61.6 501.6 114.6 78.6 2.5 0.35534 96.0 536.0 153.1 105.0 3.02 0.51734 139.8 579.8 200.1 137.2 End post Cable loading Cable tension-440#/Cable no in-fill load w= 440# = 146.67#/in MW=(39")2 . 146.67#/in=27,885#" 3" 8 END AND CORNER POSTS MUST BE REINFORCED. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com Feeney Design-Rail®-Horizontal Cablerail Infill 11/26/2014 Page 58 of 60 For a maximum cable pretension of 440#. Maximum allowable cable length is 45.2'. Maximum cable free span is 42" Intermediate tensioning device is required(turnbuckle or similar device). Cable railing Cable deflection calculations Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 Cable strain=Ct/(A*E)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 440 Total Cable length (ft)= 45.2 Cable free span(inches)= 42 Calculate strain for a given displacement(one span) Imposed Cable load giving displ. delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00298 . 1.8 441.8 10.5 6.0 0.375 0.00670 3.9 443.9 15.9 9.1 0.55 0.01440 8.5 448.5 23.5 13.4 0.75 0.02678 15.8 455.8 32.6 18.6 1 0.04759 28.0 468.0 44.6 25.5 2 0.19005 111.8 551.8 105.1 60.1 2.5 0.29657 174.5 614.5 146.3 83.6 3.03 0.43493 255.9 695.9 200.8 114.7 End post Cable loading Cable tension-440#/Cable no in-fill load w= 440# = 146.67#/in Mw=(39")2 . 146.67#/in=27,885#" 3" 8 END AND CORNER POSTS MUST BE REINFORCED. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@nairows.com Feeney Design-RailO-Horizontal Cablerail Infill 11/26/2014 Page 59 of 60 For a maximum post spacing of 60"on center with intermediate cable spreader. Maximum allowable cable length is 144'. (1/8"cable may not exceed this length.) Maximum cable free span is 27.625"(Posts @ 60" on center with center picket) Required cable pretension is 354# Three intermediate tensioning devices are required(turnbuckle or similar device). . . . . . . . ... . . . . . Cable railing Cable deflection calculations .. .. ...... Cable=1/8"dia(area in^2)= 0.0123 Modulus of elasticity(E,psi)= 26000000 Cable strain=Ct/(A*E)*L(in)=additional strain from imposed loading Cable installation load(lbs)= 354 Total Cable length (ft)= 144 Cable free span(inches)= 27.625 Calculate strain for a given displacement(one span) Imposed Cable load giving displ. delta(in) strain(in) Ct net(lb) Ct tot(lbs) Conc.Load(lb) Uniform Id(plf) 0.25 0.00452 0.8 354.8 12.8 11.2 0.375 0.01018 1.9 355.9 19.3 16.8 0.55 0.02189 4.0 358.0 28.5 24.8 0.75 0.04069 7.5 361.5 39.3 34.1 1 0.07230 13.4 367.4 53.2 46.2 2 0.28809 53.2 407.2 117.9 102.4 2.5 0.44884 82.9 436.9 158.1 137.4 2.95 0.62302 115.0 469.0 200.3 174.1 End post Cable loading Cable tension-354#/Cable no in-fill load w= 354# = 118#/in MW=(3911)2 . 118#/in=22,435#" 3" 8 END AND CORNER POSTS MUST BE REINFORCED. For 1/8"diameter cable: Cable pretension,free span and total length under no circumstance shall exceed the following limits. MAXIMUM CABLE PRETENSION SHALL NOT EXCEED 440#. MAXIMUM CABLE FREE SPAN MAY NOT EXCEED 42". MAXIMUM CABLE LENGTH SHALL NOT EXCEED 144'. Cable installation parameters are dependent on each other and must be balanced for the specific installation as shown in the examples herein. When cable length increases the allowable free span decreases. When cable free span increases the allowable cable length decreases. EDWARD C.ROBISON,PE 10012 Creviston Dr NW Gig Harbor,WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com O O 43' N © A QH t• ..� m CD ae v � .► Side Member C; a] 01 v Thickness r �: lr'` p f7 1 ona� �• O O �. Z,, w w is N c u ? -� c� w..a� -• e:> °�° & cn v_ �p w •` a 00 +_ 00 w S. I& rn d w s.. a ? leagLtagC+&3iarrkcr , k, N N 7J N N N to .+. N N .+ N dA OA L7 AO OW C? 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Y oo N r �l s�v, .A a C � w cobo � do `�' �' oo ' - rb G=0.49 c H y cs `O Z Douglas Pir-Larch Fr ^w w° w 'y w � �.n` .A � a, 00 � w � Milo _ � �•`• b ! t o O N U 00 O Vi %0 N •P I- s+ p Q \HJ - O . Os. w �" %0 W.. 00 _ 00 W,SX tG .A O A 6a A A 1t5 W A N W Co r O a o b o 0 0 0 0 0 0 o C7 w U • U •U "�v \c �'• 0 cmc r� W m o a (0 m ' a 9 v oNo � 000 %0w o w _' c°_ oboo oa ooa `b' G=0.46 Douglas Fir(S) ^ W � a """ a r cA v,� a �a -3 o Hem-Fir(N) R v O cn oo W W w .o0 00 01. U tD O N �••�' t7 w N-- J _ D\ th \p n CA ON O% --1 O CD 6t'!O fD Lh Cn CD O? A N R9 -4 W %a ON •A W .A 01 %O W, 01 Ob b C A r3 O a G O CS O 1y o-;"s G-0A3 Hem-Fir L, �., o, __4 _ --I h. — w a i+ is tls N 9 � �� � mak,. 0`+0 (Ao Z o chi, o w _ CDO O ON O ALUMINUM RAILI.NG INSTALLATION INSTRUCTIONS AF-#2010-306'E '� 1'7 l o_r i_z'ovta«I - �a b I e�S_: _ate ria d ESI N•R�►I by feeneyo 1) Check Contents Of Packages: Verify that all parts have arrived and that they match the packing list. 1A) Coastal applications: Confirm you have all isolation m Terminal Post P 9/32' holes bushings and isolation pads for ours stem. sia^ss c Intermediate Posts La agScrew 3/16" holes 2) Gather and Identify All Posts: Use the rail HH connecting bracket (RCB) holes on each post to washer QC Post identify the post type: m ,`3/8" holes • End posts-RCB holes on one side only. • Intermediate posts-RCB holes on opposite sides. Base HH • Single corner posts-RCB holes on adjacent sides. Mounting KK '"ash\, Capes 3) Anchor Posts: Position all main posts (space posts a Hex Head maximum of 5' or 6' on center- depending on system).The Lag screw H posts for the Threaded Terminal fittings (with 9/32" holes) and stew Fascia Mounting the posts for the Quick-Connect®SS fittings (with 3/8" holes) Post Cap Qa bolt number& pattern varies, depending on should be positioned at opposite ends, and the intermediate posts your system (with 3/16") holes positioned in between.The proper penetration for your -� lag bolts is critical and will vary depending on your installation. See drawing at the end of this document for details on lag bolt lengths for your project. • Base mounting: anchor each post using provided hardware (see detailed sheet included in your order) with retaining washers and large plastic caps. Fascia mounting: anchor each post using provided hardware with retaining washers and large plastic caps. Cover bottSBSplice of each post with a post cap; pre-drill post & screw an H screw through the side of the post to secure the post Cap. H Screws G Screws for Series 450 If you are mounting posts using the stanchion mountor fascia bracket mount methods, please call forFrom Splice Plate additional installation details. Below Double Corner 4) Cut & Snap Top Rails: Cut the top rail to length andPost Miter then snap it into position on top of the posts. Be sure Splice Plate to attach decorative end plates (see step #5) to any 45° 45` 0 ends that butt-up against a wall face or that have H Screws ®® G Screws for Series 450 limited access. ®{ • Butt splices: always cut the top rail at 90 degrees From H screws and center the joint over a post. Use a rectangular Below G screws for series 450 splice plate with four H screws* to secure this joint. Single Corner • Mitered joints with double corner posts: the top rail will extend Post Miter SplicePlate past each of'the-corrier'posts and'the actual miter joint will be unsupported. Remember to cut each top rail miter at 1/2 the total 45` 45° 0 corner angle`(i.e. if the corner angle is 90 degrees, cut each miter .� at 45 degrees). Add one splice plate to connect and stabilize the miter joint. Insert the plate before setting the two rail sections down on From r top of the post; use eight (8) H screws* to secure the splice plate to the Below rails. Also, on each side of the miter cut, screw an H screw through the top rail flange and into the post face. *Use shorter G screws when installing the Series 450 top rail continued on next page of 1 5) Fasten Top Rails: Secure the top rail to each post using two H screws (four screws for butt splices); screws should run through the top rail o o . flange and into the post face. Attach screws to both the front and Typical Butt back of each post. Post Splice 5A) Cut & Attach Wood/Composite Cap Rails (for Series-450 Top Rails only): / A wood or composite cap rail may be used with the Low-Profile Top Rail (Series- ` 450). Cut the wood or composite cap rails to fit the top rails (cap rails supplied,by Cap Rail i customer). Pre-drill holes through the top rail and use #8 Pan Head Screws (customer supplied) from underneath. Alternatively the wood can be attached with i ToTop Rail construction adhesive that has a minimum shear strength of 30 psi. SRS°"ead 6) Attach Decorative End Caps: Attach the decorative end caps to all of the exposed top rail ends using two A screws.This applies to 200;:3'00 350, and cadll 450 Top Rail options. (If not using a bottom rail then skip to step #8) 1 7) Attach RCBs: If using a bottom rail, locate the rail connecting bracket (RCB) holes on each post (these are pre-drilled except on stair rail posts Screws where all the holes must be drilled in the field). Attach the RCBs to the posts using 2 K screws (outside holes) and 1 M screw (center position). The RCBs should be mounted wings down for frames using cable systems. 8) Cut Bottom Rails: Measure between each set of1 osts just above the RCBs Screws p RCBs. Cut the bottom rail for each section to +0/-1/16" of your \' ' RCB corresponding measurement. Do not attach the bottom rails to the frame at this time. 9) Cut Top Rail Inserts: Measure between each set of posts just below the top rail. Cut the top rail Insert for each section to +0/-1/16" of your Toa;, corresponding measurement. Do not attach the top rail inserts to the top 'me" rail at this time. \ "ere 10) Locate & Drill Picket Attachment-Holes: If your posts are spaced more "Mom Rail than 3 feet apart, you will need at least one mid-span picket placed between each set of posts (quantity & spacing of mid-span pickets will depend on your frame design). Determine the position of the pickets to create equally spaced sections between posts. Offset Drill 1/4" diameter holes in the top rail insert and bottom rails (if applicable) at all 14"hole picket locations. Please note that each picket has a built-in screw chase hole Screw located on the inside edge of the picket, not the center of the picket (see diagram); Chasey� therefore you'll need to slightly offset the 1/4" holes to line up the screw chase hole. m 11) Attach Pickets To Top Rail Insert: Identify which end is the top end of each picket by comparing the spacing of the first cable hole in each picket to that of the first (top) �._1 F pre-drilled cable hole on the posts. Use the F screws to attach the top end of the Screw picket(s) to the top rail insert. (If not using a bottom rails then skip to step #13). lyjpr/py Osryo/� 0 continued on next page 12) Attach Pickets To Bottom Rail: Using the F screws attach the bottom end of the picket(s) to the bottom rail. Assemble all sections using the same procedure. 13) Install Assembled Picket Panels: Lift the panels (assembled top infill screw ► insert, bottom rail & picket) into position on the frame by first setting the bottom rail on top of the RCBs and then tilting the panel vertically into position. The stews top of the cap infill channel should just clear the bottom of the top rail. At this point you should beT able to lift the entire section up by the top infill 1 insert and snap it up into place inside the top rail. Use two H screws to fasten the bottom rail to each RCB. Pre-drill these holes with a 9/64" drill bit before attaching screws, as the wings of the RCBs tend to flex when pushed by a pan head screw. Also, be sure to slightly offset opposing screw holes so that the screws don't hit one another inside the RCB. Complete this for all sections. You are now ready to install the cables. (Skip to step #14). 14) Install Assembled Picket Panels Using Picket Base Plate Receiver: Loosely slip a picket base plate receiver onto the bottom of each of the pickets. Slide the entire panel (top rail insert, picket & picket base plate receiver) into position under the top rail then lift and snap the top rail insert into the o B 1 Screws bottom of the top rail. Line-up and plumb each screw picket and secure the picket base plate receiver to the deck surface using two B screws. An H screw can be used to center and secure the picket to the Picket Base �Ip Plate Receiver picket base. You are now ready to install the cables. T 15) Install the CableRail Cables (applies to horizontal cables only—not stairs): • Coastal Applications: Make sure all grommets are inserted into posts Threaded before threading cable. Terminalon end of • Identify the proper length cable assemblies for each run of railing. Washer End Cable • To start, pass the Threaded Terminals through the Threaded Snug-Grip@ Washer Nut Post Terminal end post (9/32" holes) and attach a nylon flat A cap washer and Snug-Grip@ washer nut onto the end of each terminal. • Spin the washer nut so that approximately 1/4" of the thread is exposed on the end. • Using a lacing needle (optional tool item), lace the free end of the cable through all of the intermediate posts and pickets and continue through the Quick-Connect@SS end post (3/8" holes) at the opposite end. • Slip a nylon flat washer and Quick-Connect@SS fitting on to the cable end, and slide them into the post until they rest against the post face. � • Holding the Quick-Connect®SS with one hand, pull the cable tight ~ with the other. The fitting automatically locks when you release the cable. ° continued on next page • Using a 7/16" wrench, tighten the Snug-Grip®washer nuts until the cables are taut. Hold the shaft of the Threaded Terminal with Washer Cable Vise-grip@ pliers while tightening. Quick-Connect® • Saw off the excess threads as close to the washer-nut as possible, and touch up cut ends with an electric grinder. JJ Cap End Post • Using cable cutters or a cut-off disk, trim the excess cable from behind the Quick-Connect@SS fitting, and grind flush any exposed ends with an electric grinder. • Snap-on the colored or stainless steel end caps over the lip of the exposed Quick-ConnectOSS fittings and Snug-Grip®washer nuts.You're done. Maintenance: Any scratches on the railing can be refinished with touch-up paint. Frames and cables can be cleaned with warm soapy water and a sponge or soft cloth. FLAT HEAD SCREWS PAN HEAD SCREWS LAG SCREWS EXPANSION ANCHORS WASHERS Q 7 #8 x 1" SCREW, FIFF. FOR SMALL VINYL CAPS 7070:1/4-ID WASHER, A. FLATLAT HEAD,PHILLIPS F. PAN HEAD,SQUARE DRIVE ILLIPS DRIVE x 2-114° EXPANSION Y. EXPANSISI ON ANCHOR O 7273:#12 x 1"SS SCREW, 7226:#8 x 1/2"SS SELF-TAPPING 7277:3/8"x 3-1/2"LAG SCREW, �� B. FLAT HEAD,SQUARE DRIVE G. SCREW,PAN HEAD,SQUARE DRIVE P. HEX HEAD 7062:1/4"ID WASHER, GG.FOR LARGE VINYL CAPS 7270:#8 x 3/4"SS SELF-TAPPING 6565:3/8"x 4-1/2"LAG SCREW, H. SCREW,PAN HEAD,SQUARE DRIVE Q. HEX HEAD 4000 7285:#8 x 1"SS SELF-TAPPING R. HEX HEAD 5"LAG SCREW, 8015:3/8"X 3" T265:#14 x 2"STEEL I. SCREW,PAN HEAD,SQUARE DRIVE Z. EXPANSION ANCHOR FOR AR ID WASHER, C. MAGNA-COAT SCREW, H H. FOR LARGE VINYL CAPS TYPE F,FLAT HEAD, TORX DRIVE7278:3/B"x 6"LAG SCREW, S. HEX HEAD 7356:318"x 3-314" O AA. EXPANSION ANCHOR 7209:3/8"x 6-1/2"LAG SCREW, �- J. SCREW, AN HEAD,SQUARE FOR 9/16"ID WASHER, RIVE 7271:#10 x 1-1/2"SS SELF-TAPPING T. HEX HEAD BB. EXPANSION ANCHOR . FOR LARGE VINYL CAPS HEX HEAD SCREWS 7267:#10 x 1-314"SS SELF-TAPPING U. HEX HEAD 7"LAGSCREW, 7284:3/8"x 6112" K. SCREW,PAN HEAD,SQUARE DRIVE CC. EXPANSION ANCHOR 00, 7355:#10 x 2"SS SELF-TAPPING 7017•#14 x 1"SS SELF TAPPING L• SCREW,PAN HEAD,SQUARE DRIVE D. SCREW,HEX WASHER HEAD BOLTS CAPS \ Q UTTING E. SCREW,,HEX WASHER HEAD M. SCREW, AN HEAD,SQUARE N PART#VARIES: RIVE JJ. VINYL CAP(SMALL) 8017:3/8"-16 x 5" 7224:3/8"ID,2"OD O V. CAP SCREW,HEX HEAD DD. FENDER WASHER PART#VARIES: 7282:#14 x 3"SS SCREW,PAN 8016:318"-16x6" KK. VINYL CAP(LARGE) N. HEAD,#3 PHILLIPS DRIVE W. CAP SCREW,HEX HEAD C 7225:318R-16,NYLON ##3 PHILLIPS DRIVE 14 x 4"SS SCREW,PAN X. CAP SCREW,IHEX HEAD EE. HEX HEAD CKNUT, 7l INSERT O. HEAD ® DATE: 09/12/17 DesignRail Reference Drawing: PAGE: 1 of 1 eene"e STANDARD ASSEMBLY HARDWARE REV: makes it easy BY: BwA 2603 Union St.,Oakland,CA 94607 THIS DRAWING IS THE PRC.ERTY OF FEENEY INC. ANY REPRODUCTION OF THIS DOCUMENT WITHOUT THE EXPRESSED WRITTEN CONSENT OF FEENEY INC.IS STRICTLY PROHIBITED. P:800-888-2418 F:510$9$-94B4 CHK: www.feeneyinc.com NOTES: INTERIOR -EXTERIORS MINIMUM LAG PENETRATION DIMENSION,REFER TO REQUIREMENTS FOR LAG SCREW PENETRATION INTO SOLID LUMBER. LUMBER ASSUMED TO HAVE A MINIMUM 0.43 SPECIFIC GRAVITY(ie:HEM-FIR). WOOD DECK BOARDS MUST BE PROPERLY ATTACHED TO STRUCTURE TO ACCOUNT FOR A PORTION OF THE LAG SCREW PENETRATION REQUIREMENT. IF USING COMPOSITE MATERIAL AS DECKING,DECK BOARDS WILL NOT CONTRIBUTE TO PENETRATION REQUIREMENT. LAG SCREW LENGTH AND (0 I BLOCKING MUST BE ADJUSTED TO ACCOUNT FOR ADDITIONAL LENGTH,AS i - I, NECESSARY. I x I.c _ f ..- `D 3"MIN. LAG PENETRATION 4"MIN.LAG PENETRATION 3-1/2"LAG SCREWS, 4-1/2"LAG SCREWS, O / VINYL CAP PART#7277 . PART#6565 Z I — w I � I I I I C14 3/8"0 LAG SCREW 60 (REFER TO CHART co FOR LENGTH REQUIREMENTS) " 3-1/2"MIN. LAG PENETRATION 4-1/2"MIN. LAG PENETRATION I 4-1/2"LAG SCREWS, 5"LAG SCREWS, PART#6565 PART#7280 CAP WASHER, O PART#7063 1 U O Q WOOD BLOCKING RIM JOIST O 4-1/2"MIN. LAG PENETRATION 5-5/8"MIN. LAG PENETRATION U 5"LAG SCREWS, 6"LAG SCREWS, PART#7280 PART#7278 dESIQDATE: 06/10/11 fo new N-RAI[ Reference Drawing: PAGE: 1 OF 1 REV: makes ff easy BASE MOUNT TO WOOD - LAG SCREWS BY: BWA 2603 Union St.,Oakland,CA 94607 CHK: F:510-788-6041 THIS DRAWING IS THE PROPERTY OF FEENEY INC. ANY REPRODUCTION OF THIS DOCUMENT WITHOUT THE EXPRESSED WRITTEN CONSENT OF FEENEY INC.IS STRICTLY PROHIBITED. CHK: www.feeneyinc.com NOTES: INTERIOR T _EXTERLOR� MINIMUM LAG PENETRATION DIMENSION,REFER TO REQUIREMENTS FOR LAG SCREW PENETRATION INTO SOLID LUMBER. LUMBER ASSUMED TO HAVE A MINIMUM 0.43 SPECIFIC GRAVITY(ie:HEM-FIR). RIM JOIST AND BLOCKING MUST BE PROPERLY ATTACHED TO STRUCTURE TO RESIST TRANSFERRED LOADS FROM POSTS. IF USING COMPOSITE MATERIAL AS FASCIA BOARD,FASCIA THICKNESS WILL NOT CONTRIBUTE TO PENETRATION REQUIREMENT. LAG SCREW ) `' 't� ;jl jl ; tri LENGTH AND BLOCKING MUST BE ADJUSTED TO ACCOUNT FOR M ADDITIONAL LENGTH,AS NECESSARY. BOLT PATTERN MAY VARY DEPENDING ON JOIST HEIGHT AND PROJECT TYPE. 0 ...'4.,...-:c_._-9 _....._r_...,......, CD 2-3/4"MIN. LAG PENETRATION 3-5/8" MIN. LAG PENETRATION 6"LAG SCREWS, 6-1/2" LAG SCREWS, PART#7278 PART#7209 Q z W U) ;I Cf' •1!!,i��! �,i't , DO vl ril i RIM JOIST WITH REQUIRED / BLOCKING 3"MIN. LAG PENETRATION 4"MIN. LAG PENETRATION 6"LAG SCREWS, 7"LAG SCREWS, / \ PART#7278 PART#7248 / O CAP WASHER, PART#7063 \ O / 3/8"0 LAG SCREW w (REFER CHART O 3"MIN. LAG PENETRATION 4"MIN. LAG PENETRATION FOR LENGTH VINYL CAP REQUIREMENTS) U 6"LAG SCREWS, 7"LAG SCREWS, � PART#7278 PART#7248 dESIC,N-RAi[ Reference DATE: 06/10/15 feeneo Drawing: PAGE: 1 OF 1 REV: arckes it easy FASCIA MOUNT TO WOOD - LAG SCREWS BY: BWA 2603 Union St.,Oakland,CA 94607 P:800-888-2418 F:510-788-6041 THIS DRAWING IS THE PROPERTY OF FEENEY INC. ANY REPRODUCTION OF THIS DOCUMENT WITHOUT THE EXPRESSED WRITTEN CONSENT OF FEENEY INC.IS STRICTLY PROHIBITED. CHK: WWW.feeneyinc.com NOTES: INTERIOR `:::EXtTERIOR: MINIMUM LAG PENETRATION DIMENSION,REFER TO REQUIREMENTS FOR 4 �- 10R, LAG SCREW PENETRATION INTO SOLID LUMBER. LUMBER ASSUMED TO HAVE A MINIMUM 0.43 SPECIFIC GRAVITY(ie:HEM-FIR). RIM JOIST AND BLOCKING MUST BE PROPERLY ATTACHED TO STRUCTURE TO RESIST TRANSFERRED LOADS FROM POSTS. IF USING COMPOSITE MATERIAL AS FASCIA BOARD,FASCIA THICKNESS _._.__..__......._.._....._.............._._.._ _,____.._....__.__.._—_v__ WILL NOT CONTRIBUTE TO PENETRATION REQUIREMENT. LAG SCREW - i• ® LENGTH AND BLOCKING MUST BE ADJUSTED TO ACCOUNT FOR ADDITIONAL LENGTH,AS NECESSARY. BOLT PATTERN MAY VARY DEPENDING ON JOIST HEIGHT AND PROJECT O TYPE. CO 3"MIN. LAG PENETRATION 3-3/4"MIN. LAG PENETRATION 3-1/2"LAG SCREWS, 4-1/2" LAG SCREWS, �- PART#7277 PART#6565 Q z w 0 uj ............_..._...__..................... L_.._.._._.....-_......---.__-..__...- 04 co RIM JOIST WITH C' REQUIRED j` `i ° BLOCKING - = — ---' 3-1/4" MIN.LAG PENETRATION 4-1/4"MIN. LAG PENETRATION i 3-1/2" LAG SCREWS, 4-1/2"LAG SCREWS, i® PART#7277 PART#6565 i \ %\ Y / CAP WASHER, ¢ v O ii ,I iI :, o PART#7063 U I j ;1 �-3/8"0 LAG SCREW w ° o ! \ i (REFER TO CHART __.._a t.._..---=-.......... _L \O FOR LENGTH O 4"MIN. LAG PENETRATION 5"MIN. LAG PENETRATION. VINYL CAP REQUIREMENTS) U 4-1/2"LAG SCREWS, 6"LAG SCREWS, PART#6565 PART#7278 dESIQN-RAi[ Reference Drawing: DATE: 06/10/15 feene o PAGE: 1 OF 1 REV: makes FY ec sy FASCIA BRACKET MOUNT TO WOOD - LAG SCREWS BY: BWA 2603 Union St.,Oakland,CA 94607 P:800 888-2418 F:510-788-6041 THIS DRAWING IS THE PROPERTY OF FEENEY INC. ANY REPRODUCTION OF THIS DOCUMENT WITHOUT THE EXPRESSED WRITTEN CONSENT OF FEENEY INC.IS STRICTLY PROHIBITED. CHK; WWW.leeneyinC.COn1 Sto Corp. 3800 Camp Creek Parkway F F I C E COPY Building 1400,Suite 120 Atlanta,GA 30331 Phone: 404-346-3666 Fax: 404-346-7422 www.stocorp.com Sto Specification S 103 E StoPowerwallTm NExT Stucco: Fiber Reinforced Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry and Frame Construction Section 09 24 23—Portland Cement Stucco This document is intended for use by the design/construction professional and any user of Sto products to assist in developing project specifications for residential and commercial construction, and to provide guidance on the application of StoGuardo Waterproof Air Barrier and StoPowerwall Stucco to sound supporting construction. StoGuard is a fluid applied waterproof air barrier for wall sheathing and concrete/masonry surfaces. It functions in tandem with other air barrier components of the building envelope to create an air barrier system. An asphalt saturated felt or paper water-resistive barrier is required by code over StoGuard as a slip sheet for wood-based sheathing and is similarly recommended over gypsum sheathings. For complete technical information on StoGuard, including design considerations for air barriers in wall assemblies, consult the StoGuard Waterproof Air Barrier Handbook found at www.stocorp.com. StoPowerwall Stucco is a portland cement plaster that serves as a base for Sto acrylic, silicone ehanced and elastomeric finish coatings. StoPowerwall Stucco functions as a decorative and protective exterior wall covering and may also be used on soffits, ceiling and interior walls.As with any exterior wall covering the proper integration of other components of construction, in particular, the use of flashing to direct water to the exterior, is essential. Efflorescence is a normal occurrence in portland cement based products and can affect final appearance of finish products installed over stucco. Some degree of cracking is normal in portland cement stucco and should be expected. Cracking is generally not caused by a material defect in the stucco and can be minimized by following sound construction practice such as the proper installation of lath, the use of properly graded sand, the proper incorporation of stress relief joints in the construction, moist curing of the stucco after it has been applied, and proper sequencing of construction to avoid stresses in the freshly placed stucco. Specific wall assemblies incorporating-StoPowerwall Stucco are also listed in code compliance reports available on request from Sto Corp. or from ICC Evaluation Services, Inc. This specification provides a guideline for the use and specification of StoGuard Waterproof Air Barrier with StoPowerwall Stucco. Notes in Italics, such as this one, are explanatory and intended to guide the design professional/specifier and user in the proper selection and use of materials. This specification should be modified where necessary to accommodate individual.project conditions. PART1 GENERAL 1.01 SECTION INCLUDES A. Materials and installation of waterproof air barrier and slip sheet over sheathing, concrete, and concrete masonry surfaces. Materials and installation of exterior stucco wall covering. 1.02 RELATED SECTIONS (add/delete, depending on specific project requirements): 1. Section 03300: Cast-In-Place concrete 2. Section 04200: Unit Masonry 3. Section 06115: Sheathing 4. Section 07190: Vapor Barriers 5. Section 07270: Air Barriers 6. Section 07500: Membrane Roofing Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 1 of 19 Revised:July,2009 SPECIFICATION S 103 E–StoPowerwall NExT Stucco: —' Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction 7. Section 07620: Sheet Metal Flashing and Trim 8. Section 07920: Sealants and Caulking 9. Section 08400: Exterior Entrance Doors 10. Section 08500: Exterior Windows 11. Section 09260: Gypsum Board Systems 1.03 REFERENCES A. ASTM Standards: 1. A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire 2. A 653 Specification for Sheet Steel Zinc coated (Galvanized) by the Hot-Dip Process, Commercial Quality 3. B 69 Specification for Rolled Zinc 4. C 578 Specification for Preformed, Cellular Polystyrene Thermal Insulation 5. C 847 Standard Specification for Metal Lath 6. C 897 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters 7. C 1032 Standard Specification for Woven Wire Plaster Base 8. C 1063 Standard Specification for Installation of Lathing and Furring for Portland Cement Plaster 9. C 1177 Specification for Glass Mat Gypsum for Use as Sheathing 10. C 1278 Specification for Fiber-Reinforced Gypsum Panel 11. C 1396 Standard Specification for Gypsum Board 12. D 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 13. D2247 Practice for Testing Water Resistance of Coatings in 100% Relative Humidity 14, D4541 Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Tester 15. E 84 Test Method for Surface Burning Characteristics of Building Materials 16. E 96 Test Methods for Water Vapor Transmission of Materials 17. E 119 Method for Fire Tests of Building Construction and Materials 18. E 136 Behavior of Materials in Vertical Tube Furnace at 750°C 19. E 283 Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen 20. E 330 Test Method for Structural Performance of Windows, Curtain Walls, and Doors by Uniform Static air,Pressure Difference 21. E 331 Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 22. E 2430 Standard Specification for Expanded Polystyrene ("EPS")Thermal Insulation Boards For Use in Exterior Insulation and Finish Systems ("EIFS"). 23. G 155 Standard Practice for Operating Light-Exposure Apparatus (Xenon-Arc Type) With and Without Water for Exposure of Nonmetallic Materials B. APA Engineered Wood Association 1. E 30 Residential and Commercial Construction Guide C. EIMA(EIFS Industry Members Association) Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 2 of 19 Revised:July,2009 SPECIFICATIONS 103 E–StoPowenrirall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction 1. EIMA Guideline Specification for Expanded Polystyrene (EPS) Insulation Board D. Gypsum Association 1. GA-253 Application of Gypsum Sheathing E. ICBO ES (International Conference of Building Officials Evaluation Service) 1. AC 11 Acceptance Criteria for Coatings Cementitious Exterior Wall 2. AC 212 Acceptance Criteria for Water-resistive Coatings Used as Water-resistive Barriers over Exterior Sheathing F. Proprietary Publications 1. Sto S422 StoGuard Waterproofing Air Barrier Handbook 1.04 DESIGN REQUIREMENTS A. Structural (wind and axial loads) 1. Design for maximum allowable deflection, normal to the plane of the wall, of L/360 2. Design for wind load in conformance with code requirements. Consult applicable code compliance report. B. Moisture Control 1. Prevent the accumulation of water into or behind the stucco, either by condensation or leakage into the wall construction, in the design and detailing of the wall assembly. a. Provide corrosion resistant flashing to direct water to the exterior where it is likely to penetrate components in the wall assembly, including, above window and door heads, beneath window and door sills, at roof/wall intersections, decks, abutments of lower walls with higher walls, above projecting features, and at the base of the wall. b. Air Leakage Prevention—prevent excess air leakage in the design and detailing of the wall assembly. Provide continuity between air barrier components in the wall assembly. Refer to StoGuarC Air Barrier and Moisture Control Handbook. c. Vapor Diffusion and Condensation—perform a dew point analysis of the wall assembly to determine the potential for accumulation of moisture in the wall assembly as a result of water vapor diffusion and condensation. Adjust insulation thickness and/or other wall assembly components accordingly to minimize the risk of condensation. Avoid the use of vapor retarders on the interior side of the wall in warm, humid climates. d. Provide StoGuard�Waterproofing/Air Barrier over sheathing, concrete and masonry. e. At expansion joints, back joints with barrier membrane. Refer to Sto details at www.stocorp.com. C. Grade Condition 1. Do not specify the stucco for use below grade or on surfaces subject to continuous or intermittent water immersion or hydrostatic pressure. Provide minimum 4 inch (100 mm)clearance above earth grade, minimum 2 inch (51 mm) clearance above Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 3 of 19 Revised:July,2009 SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction finished grade (pavers/sidewalk). Provide increased clearance in freeze/thaw climate zones. D. Sloped surfaces, including Foam Trim and Projecting Architectural Features attached to stucco. 1. Avoid the use of stucco on build-outs or weather exposed sloped and horizontal surfaces (refer to 2 and 3 below). 2. Build out trim and projecting architectural features from the stucco wall surface with code compliant EPS foam. All foam trim and projecting architectural features must have a minimum 1:2 [270] slope along their top surface.All foam horizontal reveals must have a minimum 1:2 [270] slope along their bottom surface. Increase slope for northern climates to prevent accumulation of ice/snow and water on surface..Where trim/feature or bottom surface of reveal projects more than 2 inches(51 mm)from the face of the wall plane, protect the top surface with waterproof base coat. Avoid the use of trim and features that exceed the maximum allowable thickness of EPS permitted by code (typically 4 inches[100 mm]) unless approved by the code official. Periodic inspections and increased maintenance may be required to maintain surface integrity of finishes on weather exposed sloped surfaces. Limit projecting features to easily accessible areas and limit total area to facilitate maintenance and minimize maintenance burden. Refer to Sto details at www.stocorp.com. 3. Do not use EPS foam on weather exposed projecting ledges, sills, or other projecting features unless supported by framing or other structural support and protected with metal coping or flashing. Refer to Sto details at www.stocorp.com. E. Joints 1. Provide two piece expansion joints in the stucco system where building movement is anticipated: at joints in the substrate or supporting construction, where the system is to be installed over dissimilar construction or substrates, at changes in building height, at floor lines, at columns and cantilevered areas. Provide one piece expansion/control joints every 144 ft2 (13 m2)*. Do not exceed length to width ratio of 2-1/2:1 in expansion joint layout and do not exceed more than 18 feet(5.5 m) in any direction without an expansion joint. Cut and wire tie lath to the expansion/control joint accessory so lath is discontinuous beneath the accessory.At expansion joints, back the joint with barrier membrane. Refer to Sto details at www.stocorp.com. *Note:the requirement for a one piece expansion/control joint every 144 ft2(13 m2)maybe waived when two-piece expansion joints exist every 144 ft2(13 m2). 2. Provide one piece expansion/control joints at through wall penetrations, for example, above and below doors or windows. Note:the requirement for one piece expansion/control joints at through wall penetrations may be waived in the following case:when another type of expansion joint is provided in lieu of the one piece expansion/control joint, for example, back-to-back casing beads. 3. Provide minimum s/inch (9 mm)wide joints where the system abuts windows, doors and other through wall penetrations. 4. Provide appropriate accessories at stucco terminations and joints. 5. Provide appropriate sealant at stucco terminations. 6. Indicate location of joints, accessories and accessory type on architectural drawings. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 4 of 19 Revised:July,2009 77 L SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction F. Fire Protection 1, Do not use foam trim in excess of 4 inches (100 mm)thick unless approved by the code official. 2. Refer to the applicable code compliance report for other limitations and fire-resistive assemblies that may apply. G. Stucco Thickness: General 1. Application to Metal Plaster Bases: a. Woven wire fabric lath: stucco thickness shall be'/inch (13 mm) applied in one or two coats b. Galvanized diamond mesh metal lath: i. Minimum 1.75 Ib/yd2 (1 kg/m2): stucco thickness shall be'/inch (13 mm) applied in one or two coats. ii. Minimum 2.5 Ib/yd2(1.4 kg/M2): stucco thickness shall be'/to'/inch (13 to 22 mm). '/inch (13 mm)thickness shall be applied in one or two coats. Thicknesses in excess of'/inch up to'/inch (13 up to 22 mm) shall be applied in two coats. 2. Thickness shall be uniform throughout the wall area. H. Stucco Thickness: Specific See ICC-ES Evaluation Report ESR-2323 for required thickness and construction of listed wind resistant and fire-resistive assemblies. See ICC-ES Evaluation Report ESR-1233 for listing of the Sto Guard moisture and air barrier construction. 1.05 PERFORMANCE REQUIREMENTS A. StoGuard Waterproof Air Barrier METHOD;TEST AATCC 127 1.Aging/Water and ICC ES Resist 21.6 in(55 cm) Penetration Resistance AC 212 water for 5 hours before No water penetration before and after aging (Water and after aging Column 2.Water Resistance ASTM D Absence of deleterious Testing 2247 effects after 14 day No deleterious effects after 14 day exposure exposure ASTM E 96 Sto Gold Fillu: 7.10 perms 3.Water Vapor Method B- Measure 1408 ng/(Pa•s•m2)] Transmission (Water Sto EmeraldCoat : 17.0 perms Method 976 n /Pa-s•m2 ASTM E 283 <0.003 ft3/min•tt2 at 1.57 0.0002 ft3/min•ft2 4.Air Leakage: Sto Gold (CCMC psf 2 (0.0014 L/s•m2) Fill Technical (<0.02 Us m at 75 Pa) Guide Method) Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 5 of 19 Revised:July,2009 • ' `' SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction Gypsum (ASTM C 79): 16.5 psi (114 kPa) 5.Tensile Adhesion ASTM D >15 psi(103 kPa) Gypsum (ASTM C 1177): >15.8 psi (109 kPa) 4541 Exposure 1 OSB: 62.6 psi(432 kPa) Exterior PI ood: 91.0 psi 627 kPa Flame Spread: <25 Flame Spread: <25 6.Surface Burning ASTM E 84 Smoke Developed:<450 Smoke Developed: <450 NFPA or ICC Class A building material B. StoPowerwall Stucco METHODTEST CRITERIA. RESULT 1. Accelerated No chalking, cracking, checking, Weathering ASTM G 155 2000 hours crazing, or erosion 2. Freeze-Thaw ICBO AC 11 10 cycles No cracking, checking or crazing Flame spread of less than Flame Spread: <5 25, 3. Surface Burning ASTM E 84 Smoke Developed of less Smoke Developed:<10 than 450 NFPA or ICC Class A building material Pass, refer to 4. Fire Resistance ASTM E 119 One hour fire resistive rating ICC-ES ESR 2323 for listed assemblies. 5. Combustibility ASTM E 136 Noncombustible Material Pass Pass,refer to 6. Wind Loads ASTM E 330 Allowable design pressure ICC-ES ESR 2323 for listed assemblies.. *Note: refer to the appropriate Sto Technical Bulletin for performance data on Sto finishes for use over StoPowerwall Stucco. 1.06 SUBMITTALS A. Manufacturer's specifications, details, installation instructions and product data. B. Manufacturer's code compliance reports. C. Manufacturer's standard warranty. D. Samples for approval as directed by architect or owner. E. EPS board manufacturer's certificate of compliance with ASTM E 2430-05, Standard Specification for Expanded Polystyrene("EPS') Thermal Insulation Boards For Use in Exterior Insulation and Finish Systems(EIFS). F. Prepare and submit project-specific details(when required by contract documents). 1.07 QUALITY ASSURANCE A. Manufacturer requirements Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 6 of 19 Revised:July,2009 • SPECIFICATION S 103 E—StoPowerwall NExT Stucco: ` Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction 1. Waterproof air barrier and stucco products manufacturer for a minimum of twenty (20)years. 2. Waterproof Air barrier and stucco finish products manufactured under ISO 9001:2000 Certified Quality System and ISO 14001:2004 Environmental Management System. B. Contractor requirements 1. Insured and engaged in application of portland cement stucco for a minimum of three(3)years. 2. Knowledgeable in the proper use and handling of Sto materials. 3. Employ skilled mechanics who are experienced and knowledgeable in waterproofing/air barrier, lathing and furring, portland cement stucco application, and familiar with the requirements of the specified work. 4. Successful completion of minimum of three(3) projects of similar size and complexity to the specified project. 5. Provide the proper equipment, manpower and supervision on the job site to install the system in compliance with Sto's published instructions and details and the project plans and specifications. C. Insulation board manufacturer requirements 1. Recognized by Sto as capable of producing insulation board to meet system requirements, and hold a valid licensing agreement with Sto. 2. Listed by an approved agency. 3. Label insulation board with information required by Sto, the approved listing agency, and the applicable building code. D. Mock-up Testing (for projects of sufficient size or complexity) 1. Construct full-scale mock-up of typical stucco/window wall assembly with specified tools and materials and test air and water infiltration and structural performance in accordance with ASTM E 283, E 331 and E 330, respectively, through independent laboratory. Mock-up shall comply with requirements of project specifications. Where mock-up is tested at job site maintain approved mock-up at site as reference standard. If tested off-site accurately record construction detailing and sequencing of approved mock-up for replication during construction. E. Inspections 1. Provide independent third party inspection where required by code or contract documents. 2. Conduct inspections in accordance with code requirements and contract documents. 1.08 DELIVERY,STORAGE AND HANDLING A. Deliver all materials in their original sealed containers bearing manufacturer's name and identification of product. B. Protect coatings(pail products)from freezing and temperatures in excess of 90°F (32° C). Store away from direct sunlight. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 7 of 19 Revised:July,2009 ® w; SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry,and Frame Construction C. Protect Portland cement based materials(bag products)from moisture and humidity. Store under cover off the ground in a cool, dry location. 1.09 PROJECT/SITE CONDITIONS (Weather conditions affect application, drying time and curing requirements. Hot or dry conditions limit working time and accelerate drying and may require adjustments in application, scheduling and curing to achieve desired results,cool or damp conditions extend working time and retard drying and may require added measures of protection against wind, dust, dirt, rain and freezing.) A. Maintain ambient and surface temperatures above 40°F (4°C)during application and drying period of waterproofing/air barrier. Maintain ambient and surface temperatures above 40°F (4°C) during application and for 24 hours after set of stucco. B. Provide supplementary heat for installation in temperatures less than 40°F (4°C) such that temperatures are maintained as in 1.08A. Prevent concentration of heat on uncured stucco and vent fumes and other products of combustion to the outside to prevent contact with stucco. C. Prevent uneven or excessive evaporation of moisture from stucco during hot, dry or windy weather. For installation under any of these conditions provide special measures to properly moist cure the stucco. D. Provide protection of surrounding areas and adjacent surfaces from application of materials. E. Prevent excess interior humidity(for example, caused by the use of temporary interior propane heaters) during and after construction. 1.10 COORDINATION/SCHEDULING (The work in this section requires close coordination with related sections and trades. Sequence work to provide protection of construction materials from weather deterioration) A. Protect sheathing from climatic conditions to prevent weather damage until the installation of the waterproof air barrier. B. Provide protection of the waterproofing/air barrier installation with stucco no later than 60 days after installation. C. Commence the stucco installation after completion of all floor, roof construction and other construction that imposes dead loads on the walls to prevent excessive deflection (and potential cracking) of the stucco. D. Sequence interior work such as drywall installation prior to stucco installation to prevent stud distortion (and potential cracking) of the stucco. E. Provide site grading such that the stucco terminates above earth grade minimum 4 inches (100 mm)and above finished grade (pavers/sidewalk)minimum 2 inches (51 mm). Provide increased clearance in freeze/thaw climate zones. F. Coordinate installation of foundation waterproofing, roofing membrane,windows, doors and other wall penetrations to provide a continuous air barrier. Provide protection of rough openings before installing windows, doors, and other penetrations through the wall and Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 8 of 19 Revised:July,2009 m SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry,and Frame Construction provide sill flashing. Coordinate installation of waterproofing/air barrier components with window and door installation to provide weather proofing of the structure and to prevent moisture infiltration and excess air infiltration. G. Install window and door head flashing immediately after windows and doors are installed. H. Install diverter flashings wherever water can enter the wall assembly to direct water to the exterior. I. Install copings and sealant immediately after installation of the stucco and when finish coatings are dry. J. Attach penetrations through stucco to structural support and provide air tight and water tight seals at penetrations. 1.11 WARRANTY A. Provide manufacturer's standard warranty. PART 2, PRODUCTS 2.01 MANUFACTURERS A. Sto Corp. B. Provide waterproof air barrier, stucco, primer and finish from single source manufacturer. 2.02 WATERPROOF AIR BARRIER A. StoGuard--fluid applied waterproof air barrier for sheathing substrates consisting of three components: (Choose either Sto Emerald Coat, Sto Gold Fill and Sto Guard Mesh or Emerald Coat, StoGuard Fabric and StoGuard RediCorner) 1. Sto Gold Fill--ready mixed acrylic based flexible joint treatment for rough opening protection,joint treatment of wall sheathing, and connections with flashing 2. Sto EmeraldCoat–ready mixed flexible waterproof coating for wall sheathing 3. StoGuard Mesh--nominal 4.2 oz/ydZ(142 g/m ), self-adhesive,flexible, symmetrical, interlaced glass fiber fabric, with alkaline resistant coating for compatibility with Sto materials(used with Sto Gold Fill to reinforce rough openings, inside and outside corners, sheathing joints, and connections with flashings) 4. StoGuard Fabric—nonwoven cloth reinforcement used with Sto Emerald Coat to treat sheathing joints, inside and outside corners and rough openings 5. StoGuard RediCorner—a preformed fabric piece used in the corners of the rough openings for quicker installation of the StoGuard system. 2.03 SLIP SHEET (A slip sheet is required between StoGuard and lath unless the local code authority permits omission of the slip sheet) A. Slip Sheet–minimum No. 15 asphalt saturated felt complying with ASTM D 226, Type 1, or one layer of Grade D kraft building paper, or paperbacked stucco lath conforming to 2.04. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 9 of 19 Revised:July,2009 Q _ SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete,Masonry,and Frame Construction 2.04 LATH (supplied by others;select one depending on type construction and refer to applicable code report for specific assemblies listed with woven wire fabric and 1.75 Ib/yd2[1 kg/m2] metal lath.) A. Minimum No. 20 gauge 1 inch (25 mm)self-furred galvanized steel woven wire fabric in compliance with ASTM C 1032, or minimum 1.75 Ib/yd2[1 kg/M2] galvanized steel diamond mesh metal lath in compliance with ASTM C 847(recommended for residential[one and two family dwellings]and light commercial construction B. Minimum 2.5 Ib./yd2(1.4 kg/M2) self-furred galvanized steel diamond mesh metal lath in compliance with ASTM C 847 (recommended for residential and commercial construction) (Note:metal lath is susceptible to corrosion in coastal environments. Provide weather protection to prevent moisture entry into wall construction as outlined in Design Requirements Section 1.048) 2.05 MECHANICAL FASTENERS (supplied by others) A. Appropriate non-corroding fasteners, depending on the type framing 1. Wood Framing--minimum 11 gauge, 7/16 inch (11 mm) diameter head galvanized roofing nails with minimum%inch (19mm) penetration into studs or minimum#8 Type S wafer head fully threaded corrosion resistant screws with minimum%inch (19 mm) penetration into studs. 2. Steel Framing—minimum#8 Type S or S-12 wafer head fully threaded corrosion resistant screws with minimum 3/inch (10 mm) penetration into studs. 3. Concrete or Masonry—minimum#8 wafer head fully threaded corrosion resistant screws for masonry with minimum 1 inch (25 mm) penetration into substrate. Note:pull-out or withdrawal capacity of the selected fastener must be verified with respect to anticipated wind load, desired safety factor and building code requirements. Consult applicable code compliance report for specific assemblies and fastening schedules. Care must be taken when attaching metal lath or other wall assembly components so that fasteners go into(not between) framing supports. Powder actuated or other fastening devices that can damage the water-resistive barrier or sheathing should be avoided. B. Tie Wire-18 gauge galvanized and annealed low-carbon steel in compliance with ASTM A 641 with Class I coating. 2.06 ACCESSORIES (supplied by others, select one type) A. Weep screed, casing bead, corner bead, corner lath, expansion and control joint accessories. All accessories shall meet the requirements of ASTM C 1063 and its referenced documents: 1. PVC plastic in compliance with ASTM D 1784, cell classification 13244C. 2. Zinc in compliance with ASTM B 69. 3. Galvanized metal in compliance with ASTM A 653 with G60 coating. B. All accessories shall have perforated or expanded flanges and shall be designed with grounds for the specified thickness of stucco. (Note:metal accessories are susceptible to corrosion in coastal environments. Consider the use of zinc alloy or PVC accessories in these environments. Metal corner beads with solid metal noses are susceptible to corrosion in exposed exterior applications. Consider the use of several layers of woven-wire mesh in lieu of corner bead and completely encase the metal in stucco). Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 10 of 19 Revised:July,2009 :V a. SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction 2.07 JOB MIXED INGREDIENTS A. Water—clean and potable. B. Clean,well graded sand free of deleterious materials in compliance with ASTM C 897 or ASTM C 144. C. Stucco Admixture 1. Sto Bonding Agent—acrylic admixture for StoPowerwall Stucco. 2.08 STUCCO (select one) A. StoPowerwall Stucco—factory proportioned, fiber reinforced portland cement based stucco for trowel or pump application, field mixed with graded sand and water. B. StoPowerwall Stucco Polymer Modified—polymer modified, factory proportioned, fiber reinforced portland cement based stucco, field mixed with graded sand, water and Sto Bonding Agent and Admixture. 2.09 FOAM BUILD-OUTS A. Adhesive 1. Sto BTS-Plus-one component, polymer modified, cement based high build adhesive. B. Insulation Board 1. Sto EPS Insulation Board-nominal 1.0 Ib/ft3(16 kg/m3) Expanded Polystyrene (EPS) Insulation Board in compliance with ASTM C 578 Type I requirements, and ASTM E 2430-05, Standard Specification for Expanded Polystyrene ("EPS")Thermal Insulation Boards For Use in Exterior Insulation and Finish Systems("EIFS"). (Note: minimum required thickness is 1 inch [25 mm]and maximum allowable thickness is typically 4 inches[100 mm]for noncombustible type construction unless thicker dimensions are approved by the code official). C. Reinforcing Mesh (select one): 1. Sto Mesh-nominal 4.5 oz./yd2(153 g/m2), symmetrical, interlaced open-weave glass fiber fabric made with alkaline resistant coating for compatibility with Sto materials (achieves Standard Impact Classification). 2. Sto Detail Mesh-nominal 4.2 oz/yd2(143 g/m2),flexible, symmetrical, interlaced glass fiber fabric,with alkaline resistant coating for compatibility with Sto materials (used for standard foam trim backwrapping and aesthetic detailing). D. Base Coats(select one or both): 1. Sto BTS-Plus-one-component polymer modified cement based high build base coat with less than 33 percent Portland cement content by weight and capable of achieving minimum 1/16 inch (1.6 mm)thickness in one pass. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 11 of 19 Revised:July,2009 SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction 2. Sto Flexyl-fiber reinforced acrylic based waterproof base coat mixed with Portland cement(for use as a waterproof base coat to waterproof foundations, parapets, splash areas, trim and other projecting architectural features). 2.10 PRIMER(select one) A. Sto Primer Sand—acrylic based tinted primer. B. Sto Hot Prime—acrylic based primer/sealer for high pH surfaces. (Note:priming is recommended to provide uniform substrate absorption and finish color, to improve adhesion and water resistance, and to retard efflorescence. Sto Hot Prime may be applied 48 hours after completing the brown coat). Sto Primer Sand requires 28 days curing of brown coat before application. 2.11 FINISH COAT(select one from among the Sto textured wall finish products) A. Sto elastomeric or silicone enhanced elastomeric textured wall finish B. Sto acrylic or silicone enhanced acrylic textured wall finish. (Note:see appropriate Sto Product Bulletin for detailed information on finishes. Elastomeric textured wall finishes are recommended to provide best performance over cracks that may occur in stucco). 2.12 MIXING A. StoGuard 1. Sto Gold Fill--mix with a clean, rust-free electric drill and paddle to a uniform consistency. Do not thin, or dilute with water. 2. Sto EmeraldCoat–mix with a clean, rust-free electric drill and paddle to a uniform consistency. Do not thin, or dilute with water. B. StoPowerwall Stucco-mix 200 lbs. (90 kg)of sand to an 80 Ib (36 kg) bag of StoPowerwall Stucco and approximately 4 gallons (15 L)of clean water in a paddle type mortar mixer. Add '/to 2/3 of the required water, '/of the sand, and one bag of StoPowerwall Stucco in a paddle type mortar mixer. Then add the rest of the sand and sufficient water to achieve a uniform mix of workable consistency. Mix for 3-5 minutes after all materials are in the mixer. Stucco material can be retempered once in the first hour after mixing. Avoid retempering after the first hour and discard material older than 1.5 hours. Keep mix ratio consistent from batch to batch and mix each batch separately. Use only the amount of water necessary for a workable mix. Use of excess water is detrimental to performance. C. StoPowerwall Stucco Polymer Modified–Dilute Sto Bonding Agent and Admixture with 3 parts water to one part Sto Bonding Agent and Admixture by volume by adding clean, potable water to a clean mixing pail and mixing with a high speed electric drill mixer. Follow normal mix ratio and procedures for mixing StoPowerwall Stucco (2.12B), except use diluted Sto Bonding Agent and Admixture in lieu of water. D. Adhesive and Base Coats for Foam Build-outs: (select either a or b) a. Sto BTS Plus–mix ratio with water: 5-6.5 quarts(4.7-6.2 L)of water per 47 pound (21.3 kg) bag of Sto-BTS Plus. Mix Y2 bag at a time by pouring 2.5-3.25 quarts (1.4- 1.9L) of clean potable water into a clean mixing pail.Add approximately'/bag of Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 12 of 19 Revised:July,2009 SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction Sto BTS-Plus, mix to a uniform consistency and allow to set for approximately 5 minutes.Adjust mix if necessary with additional Sto BTS-Plus or water and remix to a uniform trowel consistency.Avoid retempering. Keep mix ratio consistent. Do not exceed maximum amount of water in mix ratio. b. Sto Flexyl--mix ratio with Portland cement: 1:1 ratio by weight. Pour Sto Flexyl into a clean mixing pail.Add Portland cement, mix to a uniform consistency and allow to set for approximately five minutes.Adjust mix if necessary with additional Sto Flexyl and remix to a uniform trowel consistency.Avoid retempering. Keep mix ratio consistent. E. Primer–mix with a clean, rust-free high speed mixer to a uniform consistency. F. Finish–mix with a clean, rust-free high speed mixer to a uniform consistency.A small amount of water may be added to adjust workability. Limit addition of water to amount needed to achieve the finish texture. G. Mix only as much material as can readily be used. H. Do not use anti-freeze compounds or other additives. PART 3 EXECUTION 3.01 ACCEPTABLE INSTALLERS A. Pre-qualify under Quality Assurance requirements of this specification (section 1.076). 3.02 EXAMINATION A. Inspect sheathing application for compliance with applicable requirement: 1. Exterior Gypsum Sheathing–GA-253 2. Glass Mat Faced Gypsum Sheathing—refer to manufacturer's instructions. 3. Exterior Grade and Exposure 1 wood based sheathing—APA Engineered Wood Association E 30. Note: wood-based sheathing must be gapped 1/8 inch(3mm) at edge and end joints to prevent cracking in the stucco. B. Report deviations from the requirements of project specifications or other conditions that might adversely affect the stucco installation to the General Contractor. 3.03 SURFACE PREPARATION A. Remove surface contaminants and replace damaged sheathing. B. All sheathing must be handled and installed in compliance with applicable code and/or manufacturer requirements. Installed sheathing must be clean, dry and free from damage, frost, and all bond-inhibiting materials. Gap sheathing (if required) maximum 1/8 inch (3 mm) at joints. Should gaps exceed %inch (3 mm) up to'/inch (25 mm)wide, apply low expanding urethane foam into joints and rasp or shave flush with sheathing surface in preparation for installation of StoGuard. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 13 of 19 Revised:July,2009 SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction C. Spot surface defects in sheathing with joint treatment(Sto Gold Fill or additional layer Sto EmeraldCoat). 3.04 WATERPROOF AIR BARRIER INSTALLATION Important Note:the waterproof air barrier installation described below is one component of the air barrier system for the building envelope and the moisture protection of the wall construction. Installation of the waterproofing/air barrier must be integrated with other air and moisture barrier components in the construction. This requires coordination with other trades to ensure proper sequencing of work, to achieve air barrier continuity, and to direct rain water to the exterior, not into the wall assembly.Always protect rough openings in wall construction BEFORE installing windows, doors, louvers, etc. Where water is likely to penetrate the wall assembly, such as windows, flashing must be installed to direct water to the exterior at the leak source. The following instructions are applicable to: ■ Exterior or Exposure I Plywood in compliance with PS-1 ■ OSB (Oriented Strand Board) in compliance with PS-1 or PS-2 ■ Gypsum Sheathing in compliance with ASTM C 1396 ■ Glass Mat Faced Gypsum Sheathing in compliance with ASTM C 1177 ■ Fiber Reinforced Gypsum Sheathing in compliance with ASTM C 1278 ■ Concrete or Masonry surfaces A. Reinforcement Options: (select one) 1. StoGuard Mesh: StoGuard Mesh is a"self-stick"glass fiber reinforcing mesh with adhesive on one side to facilitate placement of the mesh and installation of Sto Gold Fill over the mesh. Place minimum 4 inch (101 mm)wide mesh at sheathing joints and minimum 9 inch (152 mm)wide mesh at rough openings and inside and outside corners(refer to Sto details 5.09E and 5.23aE). Immediately apply Sto Gold Fill by spray or trowel over the mesh and trowel smooth. Protect from rain and freezing until dry. 2. Sto Guard Fabric: Liberally apply Sto EmeraldCoat (approximately 15 mils) over sheathing joint approximately 4 inches (101 mm)wide by spray, roller, or brush. Apply 4 inch (101 mm) StoGuard Fabric centered over the joint, then reapply a second coat of Sto EmeraldCoat to completely embed the fabric in Sto Emerald- Coat. Check for pinholes and thin spots. Correct with additional Sto EmeraldCoat. Follow same procedure for 6 inch (153 mm) StoGuard Fabric and StoGuard RediCorner used at rough openings. Refer to Sto detail 20.09E. Protect from rain and freezing until dry. B. Surface Defects and Fasteners in Sheathing: 1. Spot surface defects such as knots and checks in plywood sheathing with Sto Gold Fill . 2. Spot fasteners with Sto EmeraldCoat or Sto Gold Fill. Protect from rain and freezing until dry. C. Sheathing Surface Waterproofing: 1. Apply Sto EmeraldCoat by spray or roller over sheathing surface, including the dry joint treatment, to a uniform wet mil thickness of 10 mils in one coat. Use'/z inch (13 Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 14 of 19 Revised:July,2009 SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction mm) nap roller for plywood, gypsum sheathing, and fiber reinforced gypsum sheathing. Use 9/ inch (19 mm) nap roller for OSB and glass mat faced gypsum sheathing. Protect from rain and freezing until dry. Note: Back rolling is not required for spray applications over sheathing. OSB sheathing may require touch-up with a second coat of Sto EmeraldCoat where wood strands are raised from the surface. Inspect surface after initial application of Sto EmeradCoat and touch-up as needed. 2. Coordinate installation of connecting waterproofing/air barrier components, for example at expansion joints, penetrations, openings,foundation, and roof,with other trades to provide a continuous air tight membrane and moisture protection. 3. Coordinate installation of flashing and other moisture protection components with other trades to achieve complete moisture protection such that water is directed to the exterior, not into the wall assembly, and drained to the exterior at sources of leaks (windows, doors and similar penetrations through the wall assembly). 4. Note that some flashing components such as window or door head flashing, roof sidewall step flashing, and weep screeds at the base of the wall, require a splice strip of reinforcing mesh,joint treatment and waterproofing. This creates a"shingle lap" and proper shedding of water onto the face of the flashing, not behind the c flashing (refer to Sto details 5.09E and 5.23bE). D. Concrete or Masonry Surface Waterproofing: 1. Repair cracks in masonry or concrete surfaces up to 1/8 inch (3 mm)with Sto Gold Fill. For cracks larger than 1/8 inch (3 mm), up to %inch (6 mm), fill with a paintable latex caulk, tool flush and allow to dry. DO NOT USE Sto Gold Fill to fill moving cracks, consult the project engineer for repair methods. 2. Apply Sto EmeraldCoat by spray or roller over concrete or masonry surface to a uniform wet mil thickness of 10 to 30 mils in one coat depending on surface conditions. Apply second coat of 10 to 30 wet mil thickness to achieve a pin hole void free surface. If Sto EmeraldCoat is to be applied using spray equipment, backrolling of each coat will be necessary. Sto EmeraldCoat may also be applied using a paint roller with a nap thickness of%inch (19 mm). 3. Coordinate installation of connecting waterproofing/air barrier components,for example at expansion joints, penetrations, openings, foundation, and roof, with other trades to provide a continuous air tight membrane and moisture protection. 4. Coordinate installation of flashing and other moisture protection components with other trades to achieve complete moisture protection such that water is directed to the exterior, not into the wall assembly, and drained to the exterior at sources of leaks(windows, doors and similar penetrations through the wall assembly). 5. Note that some flashing components such as window or door head flashing, roof sidewall step flashing, and weep screeds at the base of the wall, require a splice strip of reinforcing mesh,joint treatment and waterproofing. This creates a"shingle lap"and proper shedding of water onto the face of the flashing, not behind the flashing (refer to Sto details 5.09E and 5.23bE). NOTE: DO NOT ALLOW WATERPROOFING/AIR BARRIER INSTALLATION TO REMAIN EXPOSED MORE THAN 60 DAYS. PROTECT WITH STUCCO WALL COVERING PROMPTLY AFTER INSALLATION. 3.05 SLIP SHEET INSTALLATION A. Install in compliance with the applicable building code requirements for building paper. Lap paper over foundation weep screed attachment flange and window/door head flashings. Refer to Sto Details. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 15 of 19 Revised:July,2009 m _ f_T SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction (Note:code requirements may vary. Always consult the applicable code and the manufacturer's code compliance report. Typically building paper in compliance with the code is attached directly to sheathing and lapped shingle style, upper courses over lower courses, by minimum 2 inches(51 mm), with vertical laps of minimum 6 inches(150 mm). Courses are staggered so that vertical joints do not align. Care must be taken to prevent tears in the paper and to limit penetrations to only those required for attachment. Flashing must be in place and properly integrated with the slip sheet at sills, above windows and doors, decks and at roof/wall intersections such that water is directed to the exterior) 3.06 STUCCO INSTALLATION Apply the stucco in discrete panels without interruption to avoid cold joints and differences in appearance. Abut wet stucco to set stucco at natural or architectural breaks in the wall such as expansion joints,pilasters, terminations, or changes in plane. Hot or dry conditions accelerate drying and moisture loss from stucco which can affect strength and resistance to cracking. Adjustments in the application, scheduling and curing of stucco to prevent rapid loss of moisture are necessary to achieve a satisfactory stucco installation. Cold temperatures retard drying and strength gain and adjustments may have to be made in the application, scheduling and curing of stucco to prevent damage from frost and other trades. Do not install stucco during extremely hot, dry and/or windy conditions. Do not install stucco during freezing conditions or on frozen substrates. Do not install stucco onto grounds of accessories. Completely embed lath and flanges of accessories and completely cover attachments with stucco. Moist cure stucco minimum 48 hours for optimum strength gain and resistance to cracking. Allow final stucco application to completely dry before applying primer or finish. The finished installation must be true,plumb and square. Should stucco get into control or expansion joints, remove the stucco from within the joint before the stucco sets. A. Weep Screed Installation 1. Install foundation weep screed at the base of the wall securely to framing with the appropriate fastener. Attach to sill plate at no more than 7 inches (178 mm) on center. Locate foundation weep screed so that it overlaps the joint between the foundation and framing by a minimum of 1 inch (25 mm). Locate the nosing of the foundation weep screed minimum 4 inches (100 mm) above earth grade, 2 inches (51 mm) above finished grade (paved surfaces, for example). 2. Apply waterproofing/air barrier over foundation weep screed attachment flange. Refer to Sto Detail 5.09E. B. Casing Bead and Expansion Joint Installation 1. Install casing beads at stucco terminations—doors, windows and other through wall penetrations. Install two piece expansion joints (or back-to-back casing beads) at building expansion joints,where the stucco is to be installed over dissimilar construction or substrates, at changes in building height, at floor lines, columns, and cantilevered areas. Install full accessory pieces where possible and avoid small pieces. Seal adjoining pieces by embedding ends in sealant. Abut horizontal into vertical joint accessories. Attach at no more than 7 inches (178 mm) into framing with appropriate fasteners. Note:refer to architectural drawings for joint locations and accessory type. Air barrier and moisture protection must be continuous behind joints and accessories. At expansion joints use barrier membrane behind the accessories for moisture protection and air barrier continuity. Refer to Sto details at www.stocorp.com. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 16 of 19 Revised:July,2009 • SPECIFICATION S 103 E—StoPowerwall NExT Stucco: ` Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction C. Lath Installation (required for all substrates under StoPowerwall NExT Stucco) 1. Diamond Mesh Metal Lath a. General--install metal lath with the long dimension at right angles to structural framing (horizontally on concrete or masonry substrates). Terminate lath at expansion joints. Do no install continuously across joints. b. Seams/Overlaps--overlap side seams minimum'/inch (13 mm)and end seams minimum 1 inch (25 mm). Stagger end seams. Overlap casing beads and two piece expansion joints minimum 1 inch (25 mm)over narrow wing accessories, minimum 2 inches(51 mm)over expanded flange accessories. Do not install lath continuously beneath expansion joints. c. Attachment--fasten securely through sheathing into structural framing at 7 inches (178 mm) on center maximum vertically and 16 inches (406 mm) on center horizontally*. Wire tie at no more than 9 inches (225 mm) on center at: side laps, accessory overlaps, and where end laps occur between supports. 2. Woven wire fabric lath--follow installation as for metal lath except overlap all seams by one mesh minimum. 3. Paper-backed lath--follow installation as for metal lath. Lap lath over lath, not paper to lath overlap. For horizontal overlaps the paper backing must lap shingle style behind the lath to lath overlap. (*Note:the type fastener selected, its layout and pullout or withdrawal value from the supporting construction must be verified and approved by the project engineer/architect with respect to design wind load and local building code requirements. Care must be taken when attaching metal lath or other wall assembly components so that fasteners go into[not between]framing supports. Powder actuated or other fastening devices that can damage the water-resistive barrier or sheathing should be avoided). D. One Piece Expansion/Control Joint Installation (installed after lath installation) 1. Cut lath in a straight line with shears at expansion/control joint location. Do not cut into or damage moisture barrier. Install one piece expansion/control joints over lath at through wall penetrations, for example, above and below doors or windows (unless another type of expansion joint is already provided at these locations). Install one piece expansion/control joints over lath every 144 ftZ(13 m). Wire tie one piece expansion/control joints to cut lath at no more than 7 inches(178 mm) on center. Make certain lath is discontinuous beneath joints. Do not exceed length to width ratio of 2 '/:1 in expansion/control joint layout and do not exceed more than 18 feet (5.5 m) in any direction without an expansion/control joint. E. Inside and Outside Corners 1. Bend lath at inside corners and extend minimum 24 inches(610 mm) past corner. Attach through lath into framing at no more than 7 inches (178 mm) on center with appropriate fasteners. Alternatively, butt lath at corners and attach corner lath at no more than 7 inches (178 mm) on center into framing with appropriate fasteners. Install corner bead at outside corners over lath. Attach at no more than 7 inches (178 mm) on center intro framing with appropriate fasteners. F. Stucco Installation 1. Scratch Coat: apply stucco with sufficient pressure to key into and embed the metal lath.Apply sufficient material, 3/8- 1/2 inch (9-13mm), to cover the metal lath and to permit scoring the surface. Score the stucco upon completion of each panel in preparation for a second coat. Score horizontally. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 17 of 19 Revised:July,2009 SPECIFICATION S 103 E–StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry,and Frame Construction 2. Brown Coat: as soon as the first coat is firm enough to receive the second coat without damage, apply the second coat. Alternatively, moist cure the first coat up to 48 hours and dampen the scratched surface with water immediately before applying the second coat. Apply the second coat with sufficient pressure to ensure intimate contact with the first coat and as needed to bring the stucco to a uniform thickness that matches the grounds of the accessories. Use a rod or straight edge to bring the surface to a true, even plane. Fill depressions in plane with stucco. Final thickness of stucco shall be minimum'/Z inch (13 mm), maximum'/inch (22 mm) as required by project conditions and specifications. Stucco shall be uniform in thickness throughout the wall area. 3. After the stucco has become slightly firm float the surface lightly with a darby or wood float to densify the surface and to provide a smooth, even surface. (Note: The proper time to float is when the wood float no longer sticks to the surface of the stucco). 4. Moist cure after the stucco has set by lightly fogging for at least 48 hours. Fog as frequently as required during the 48 hour period to prevent loss of moisture from the stucco. Avoid eroding the stucco surface with excess moisture. If relative humidity exceeds 75%the frequency of moist curing can be diminished. G. Foam Build-Outs (installed after 48 hours moist curing of stucco) 1. Where foam build-outs terminate at a dissimilar material such as a window, door or other non-stucco surface, backwrap the foam build-out by installing detail mesh onto the terminating edge of the stucco. Embed the mesh in the foam adhesive. Allow the mesh to dangle until the backwrapping procedure is completed (C4). 2. Install foam build-outs directly over hardened stucco with adhesive. Apply adhesive with the appropriate size notched trowel to the back of the insulation board and immediately place build-out in the proper location on the wall. Press firmly into place. 3. As soon as the foam build-outs are firmly attached rasp the entire surface smooth. 4. Complete the backwrapping procedure by applying the base coat to the exposed edges of the foam build-out and minimum 2 '/inches (64 mm)onto the face. Pull the backwrap mesh around the foam build-out and fully embed it into the base coat. Use a corner trowel for neat straight corners. 5. Apply the base coat to the foam build-out and approximately 3 inches(76 mm) onto the adjacent stucco surfaces to an approximate thickness of'%inch (3 mm). Immediately embed the reinforcing mesh in the wet base coat. Trowel from the center to the edges of the mesh to avoid wrinkles and remove excess base coat. Overlap mesh seams minimum 2 '/inches (64 mm). Overlap mesh onto adjacent stucco wall surfaces minimum 2-1/inches(64 mm) at terminations of the foam build- out and feather onto the stucco wall surface. (Note:do not install foam build-outs over joints in the stucco wall assembly. Terminate foam build- outs and backwrap in accordance with instructions above). H. Primer Installation 1. Sto Hot Prime—Moist cure stucco for a minimum of 48 hours.Apply primer evenly with brush, roller or proper spray equipment over the clean, dry stucco and foam build-outs, and allow to dry before applying finish. 2. Sto Primer Sand—Moist cure stucco for a minimum of 48 hours. Wait until stucco is 28 days old or the pH level of the surface is below 10 before applying primer and allow to dry before applying finish. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 18 of 19 Revised:July,2009 SPECIFICATION S 103 E—StoPowerwall NExT Stucco: Portland Cement Stucco with Fluid Applied Waterproof Air Barrier for Concrete, Masonry, and Frame Construction I. Finish Installation 1. Apply finish to primed stucco and foam build-outs when dry.Apply finish by spraying or troweling with a stainless steel trowel, depending on the finish specified. Follow these general rules for application of finish: a. Avoid application in direct sunlight. b. Apply finish in a continuous application, and work a wet edge towards the unfinished wall area. Work to an architectural break in the wall before stopping to avoid cold joints. c. Weather conditions affect application and drying time. Hot or dry conditions limit working time and accelerate drying. Adjustments in the scheduling of work may be required to achieve desired results; cool or damp conditions extend working time and retard drying and may require added measures of protection against wind, dust, dirt, rain and freezing.Adjust work schedule and provide protection. d. Float"R" (rilled texture)finishes with a plastic float to achieve their rilled texture. e. Do not install separate batches of finish side-by-side. f. Do not apply finish into or over joints or accessories. Apply finish to outside face of wall only. g. Do not apply finish over irregular or unprepared surfaces, or surfaces not in compliance with the requirements of the project specifications. 3.07 PROTECTION A. Provide protection of installed materials from water infiltration into or behind them. B. Provide protection of installed stucco from dust, dirt, precipitation, and freezing. C. Provide protection of installed primer and finish from dust, dirt, precipitation, freezing and continuous high humidity until fully dry. ATTENTION Sto products are intended for use by qualified professional contractors, not consumers, as a component of a larger construction assembly as specified by a qualified design professional, general contractor or builder. They should be installed in accordance with those specifications and Sto's instructions. Sto Corp. disclaims all, and assumes no, liability for on-site inspections,for its products applied improperly, or by unqualified persons or entities, or as part of an improperly designed or constructed building,for the nonperformance of adjacent building components or assemblies, or for other construction activities beyond Sto's control. Improper use of Sto products or use as part of an improperly designed or constructed larger assembly or building may result in serious damage to Sto products, and to the structure of the building or its components. STO CORP. DISCLAIMS ALL WARRANTIES EXPRESS OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS IN ACCORDANCE WITH STO'S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application, clean-up, mixing and other specifications and warranties, cautions and disclaimers, please refer to the Sto Corp.website,www.stocorp.com. Sto Guide Specification Sto Corp.is an ISO 9001:2000 and 14001:2004 Registered Company Page 19 of 19 Revised:July,2009 { CITY OF ATLANTIC BEACH q � � % 2 ��'� 800 Seminole Road y Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Da Revision to Issued Permit Corrections to Comments Permit Project Address Contractor/Contact Name l/e 41 e- Phone ev— 07 Z� —q 2(� S� Email Description of Proposed Revision/Corrections:: Permit Fee Due$ sa VGC) ( C-0Lis 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 MAR - 1 2018 ;; (Office Use Only) -------—--— _ �-J I ApprovedDenied Not Applicable to Department Revision/Plan Review Comments �2UVS10h PI�►s0 �Q��9�� �.OtSQN-hC�n2 Department Review Required: �. �&Zo Reviewe By Tree Administrator Pu ic�Worl 4 -, - ` Public Utilities'f'" Public Safety Date Fire Services r CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 @r (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 3/7/18 Applicant: Noble Construction Group, Inc. Permit#: RES 18-0008 (REVISION DENIED) Address: 14203 W. Devan Lee Drive Site Address: 1876 Beach Avenue Jacksonville, FL 32226 Email: hakims@comcast.net 9we'v jim@taketime4u.com PUBLIC WORKS CORRECTION ITEMS:// (Only this Revision has been routed to our Department adone a Reylfon 4an Review only) • Provide impervious surface calculations for entire lot (existing and post construction). • A Revocable Encroachment Agreement must be obtained. • Provide manufacturer's cut sheets for 50%credit on pervious pavers. • Maximum driveway width within the City right-of-way is 20'. • Maximum circular driveway width within the City right-of-way is 12'. • Provide paver installation method (must meet I.C.P.I.). Scott Williams,Director of Public Works swilliams(a,coab.us/904-247-5834 THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Any plan change must be submitted as a Revision-to the Building Department at 800 Seminole Road. 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. 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. Page 1 of 1 MARK -MACCO ARCHITECTS March 7, 2018 James Plant Contractor Site Address: 1876 Beach Ave. Atlantic Beach, FL 32233 RE: Site conditions Dear Sir or Madam, The following letter is to affirm that there will be no site improvements and added paved or paver areas for the single family home renovation currently under construction at 1876 Beach Ave. The scope of the project is relegated to the interior renovations and addition of the existing home. The existing conditions of the lot are to remain as is and not a part of this initial scope of work. Sincerely, Mark Macco,AIA NCARB Architect of record Florida registration: AR96004 FL PAYO v 6010 L S�� %E0 �� Perrone, Jennifer From: Williams, Scott Sent: Wednesday, March 07, 2018 11:57 AM To: jim@taketime4u.com; Perrone, Jennifer; hakims@comcast.net Cc: Gindlesperger,Toni; Johnston, Jennifer Subject: RE: Revision Denial for 1876 Beach Avenue Jim This project did not come to Public Works for the original permitting process.We were added because of the changes made to the driveway and the pool deck. If these items are taken out and there is no other impervious areas added to this project then Public Works will be taken back out of the permitting review. This will have to be determined by the letter from the architect. Thank you Scott Williams Public Works Director City of Atlantic Beach Office: (904) 247-5834 swilliams@coab.us From:jim@taketime4u.com [mailto:jim@taketime4u.com] Sent:Wednesday, March 07,2018 11:34 AM To: Perrone,Jennifer<jperrone@coab.us>; hakims@comcast.net Cc:Williams,Scott<swilliams@coab.us>;Gindlesperger,Toni<tgin@coab.us>;Johnston,Jennifer<jjohnston@coab.us> Subject: RE: Revision Denial for 1876 Beach Avenue Jennifer, The owner has decided to leave the front driveway the way it is (existing) along with the rear pool pavers (existing). will a letter from the Architect serve as notification to this affect. please advise Jim (904)826-9265 -------- Original Message -------- Subject: Revision Denial for 1876 Beach Avenue From: "Perrone, Jennifer" <jgerrone(cbcoab.us> Date: Wed, March 07, 2018 11:20 am To: "jim@taketime4u.com" <jim@taketime4u.com>, "ha kims@comcast.net" <hakims@comcast.net> Cc: "Williams, Scott" <swilliams@coab.us>, "Gindlesperger,Toni" <tain@coab.us>, "Johnston, Jennifer" <jjohnston@coab.us> 1 y. ReceiptCash Register Number City of Atlantic Beach R5030 aa DESCRIPTION PermitTRAK $55.00 ERES18-0008 Address: 1876 BEACH AVE APN: 169542 0608 $55.00 FOUNDATION FOOTING 05/03/2018 RBE $55.00 FOUNDATION FOOTINGOS/03/2018 RBE 45500003221002TOTAL FEES PAID BY RECEIPT: 0 $55.00 R5030 $55.00 CRY OF ATLANTIC BEACH 830 SEMINOLE RD ATLANTIC BEAC,R 32233 05/10,2018 16:20:17 CREDIT CARD VISA SALE Cad 4 XXMRX Wx0(Xl317 SEQ 4: 13 Bafth 4: 603 INVOICE 13 Approval Code: 0052K Blhy*am: M" Mode: ORlia Tax Amaro; $0.00 Cad Code: M SALEAMOUNTS,pp CUSTOMER COW Date Paid:Thursday, May 10,2018 Paid By: NOBLE CONSTRUCTION GROUP INC Cashier: BA Pay Method: CREDIT CARD 13 Printed:Thursday,May 30,2018 4:20 PM 1 of 1