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1912 N. Sherry Dr. RESA19-0001 Res./2nd Story Add. RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA19-0001 ISSUED: 2/27/2019 H^ 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 EXPIRES: 8/26/2019 MUST CALL'INSPECTION PHONE LINE.(904) 247-014,BY,4 PM;FORNEXTCDAY INSPECTION ALL WORK MUST ONFORM TO THE CURRENT 6TH;=EDITION (.2017) OF THE FLORIDA BUILDING • CODE,'NEC,IPMC AND CITY OF ATLANTIC,BEACH CODE OF ORDINANCES': ° ALL CONDITION'S OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: a" °°' DESCRIPTION: ' VALUE•:OF WORK: RESIDENTIAL ADDITION SINGLE residential addition & 2nd 1912 N SHERRY DR • OR TWO FAMILY RESIDENTIAL • $223283.20 ADDITION story addition • TYPE OF REAL ESTATE BUILDING USE- ZONING:: SUBDIVISION: CONSTRUCTION: NUMBER.: . , ,.; '= GROUP° E ; SELVA MARINA UNIT 172020 0826 10C COMPANY. ADDRESS: e E CITY:. STATE:. ZIP: • 29 OTAVI GROUP LLC ' 153 W 7TH ST JACKSONVILLE L FL 32206 •. :OWNER: Fo`. I ° ADDRESS: �, }� CITX: �, m. STATE ZIP KABLAWI RAWAN 1912 N Sherry Dr ' Atlantic Beach ! FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. '•L4ST OF•CONDITLONS , ' ° Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: , Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities: Contact the Inspection Line(904-247- 5814)to request an Erosion`'andSediment Control Inspection-prior to start of construction: Issued Date:2/27/2019 1 of 2 rs' tvi-r,f' RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ... :L. , RESA19-0001 CITY OF ATLANTIC BEACH ' - ISSUED: 2/27/2019 ' -wf 800 SEMINOLE ROAD i'..09EXPIRES: 8/26/2019 ATLANTIC BEACH, FL 32233 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: , All runoff must remain on..site'.during construction. 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction-topographic survey documenting proper construction will be required. All water runoff must go to retention'area and retention-overflow must run to street. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Rolloff container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters," Phillips Containers,JDog/Dennis Junk Removal) Container cannot=be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration;,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: . . . All runoff must remain on-site. Cannot raise lot elevation. _ 7 PUBLIC WORKS ADDITIONAL COMMENTS PUBLIC WORKS INFORMATIONAL Notes: - , If adding over 400 SF,must have water retention and provide documentation. .1 • : ,FEES . , .. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $852.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $426.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $20.67 STATE DCA SURCHARGE 455-0000-208-0600 0 $13.78 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$1,512.45 Issued Date:2/27/2019 2 of 2 • -5 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole Road5ket Ca Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ‘40:' E-mail: building-dept©coab.us Date routed: t" I CI,I a-0 14:t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: lq ,a Department review required Yes No Applicant: 8\9 CACEA) (cfq La_ >15-nm-rig &Zorth Tree Administra or Project: itS1d/f)i- ct, f\ P • lc Works Sf\-1 ata3 () 'us lc les Pub lc ba e y Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date 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: I !Approved. [ Denied. (Circle one.) Comments: ilJurcr _- PLANNING&ZONING Reviewed by: 1/11. Date: /-dcF1 , TREE ADMIN. Second Review: riApproved as revised. Denied. PUBLIC WORKS Comments: • PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: !Approved as revised. I IDenied. Comments: Reviewed by: Date: Revised 07/27/10 OPS "`� Building Permit Application i.,Th--- ' _!' ,, ` 'ppdated10/9/18 �:! kgr' l City of Atlantic Beach Building Department J !,.'i , I A�1 INFORMATION .na fi I I , i 11.! i 800 Seminole Road, Atlantic Beach, FL 32233 `�;', i �A 4 - 8 2019' .HIGHLIGHTED IN GRAY 'nti9' „ I Ig REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address:! .�'' -1,4) ,r_► ti I NA If � Permit Number: � 5 All-00D/ Valuation of�flVdrk Re lacemtry r�,� Legal Description't LOT I SOYA 1`�t: t2l,04 t)r,• l'I'`NC 1b- � ,I RE#i a C G?•O ' O Pk) i �-�o -�Sp-a� Cost)$�'��I(� Heated/Cooled; SF��" �tl�dS Kion-Heated/Cooled �)a 5P • Class of Work: ❑New eAddition V<Iteration ❑Repair EMove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Wtiesidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes C?l1 '/ • Will tree(s)be removed in association with proposed proiect? Ves(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: - �� sjp; � -a-j p� N� (�:� .'� 1.J S`Itg Florida Product Approval# for multiple products use product approval form Property Owner Information Name`Qkt�AO 144131,..w..31 .{-itateni/ PASSE y AddressI G , . , ' � .,�j . Al; -._.t_ '2_ . City i State I Zip i: Phone E-Mail I N EA.A SSEY SCO... Al L. GDrfl Owner or Agent(If Agenff, Power of Attorney or Agency Letter Required) Contractor Information Name of Company! ti p Y7 Qualifying Agent i 4r4 .,s Address'1 '3, W e r '_ CI � ! b , ` � City'- State IZip' �j� Office Phone p S' • s-gev�' 6��n73`7 'Job Site Contact Number an -S .5�3� State Certification/Registration#c te._i ira a31t''5 I E-Mail [.i og..1 Srei9 446416Crzi—., - Architect Name&Phone# ;i; ' -ma. ► �-,c. gi Engineer's Name&Phone# ori. , „th,;��i Y Gk 4a G.rd 2 Y/ — . of ' Workers Compensation Insurer i ',OR Exemp rte_ Expiration Date I Application is hereby made to obtain a pe mit to do the work and installations as indicated. 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS POOLS, FURNACES, BOILERS, HEATERS TANKS and AIR CONDITIONERS,etc liTIGE'AE addiiio,6 j$5 requirements@JU ; of lOGi- , IJQadditional resptrictions ap,,�le�.. able to this Property thm at� ayibe foundy((i publicIrecords dab county,and ! .� 1 .clditional regarret+frorn�othe4overnment"al•entities sucipas water_management'districts, OE ager o ederal agencless; OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,,CtiO LT WITH YOUR LENDER OR AN , - e :NEY BE ORE RECORDING' coo.'. D-T-F .e Co MENCEMENT. 7 — __:-- (Si :tuof Own- . t Agent) :natur of Contr.,tor) Signed and sworn`to(or affirmed)before me thisG da of Signed and swor to(or affirmed)before me this IS day of p Y Ltl kC{L 'all. 1C.;t, by ft(L W -e- arct-dv.,cG✓v , a(NC'(, M-14 elkt ..S-12 `L .rkX:�e JENNIFER JOHNSTO, i- ;meq. . •.G;? ftignature of Notary) .�- ature ofJ taft*JOHNSTON a, MY COMMISSION#GG 042984 :?° MY COMMISSION#GG 042984 r t*: I°tl'r EXPIRES:October 27,2020 `�' "�F°F or Bonded Thru Notary Public Underwriters �j��,•a- EXPIRES:October 27,2020 x :•• ,._,.�.,.. ... ._ [ ]Personally Known OR 'FOF�°PlBondedThruNotary PublicUnderwrtiters [produced Identification [ oduced Identification "• \ Type of Identification: V L t -r” �l \cLtrkS-1 Type of Identification: p £-0 0 Jr-, \ lr.L )R ' ` .ICITY OF ATLANTIC BEACH Il/,. _ 0 800 SEMINOLE ROAD ;-.i•--ill =" ATLANTIC BEACH,FL 32233 raz (904)247-5800 1445440 BUILDING REVIEW COMMENTS Date: 2/12/2019 Permit# RBA 019 019 D.1/ tSite Address: 1912_NSERRY DRQ Review Status: denied RE#: 172020 0826 Applicant: 29 OTAVI GROUP LLC Property Owner: KABLAWI RAWAN Email: NBUSSEY5@GMAIL.COM Email: NBussey5@gmail.com Phone: 2055865734 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. evisionsrnaay not be submitteduritil'ALL departments have�completedther respective reviews: R°;7 .-„- ', - s " ' 1,�. 'il •,-, * �. 4 a s ucr� ;i� c."' „ �. evisixonspsubm,itted;N10/511 respond toEACH department review Submittals_that respond to only a,a ;0140 correction sterns will°riot'be`aeOpfed Correction Comments: 1. Review comment#7 from the first list of plan review comments has not been addressed. Concerning the energy calculations. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mj ones@coab.u§ mol L-[q �i erna ;Ied Rev i€a. co,� w .ort 2-� 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. .Apr.A% Revision Request/Correction to Comments **ALL INFORMATION, HIGHLIGHTED IN 'A City of Atlantic Beach Building Department GRAY IS REQUIRED. cAr;•:,i,;.4 800 Seminole Rd, Atlantic Beach, FL 32233 N "kv Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMITTh RES1)19 -000 ( Revision to Issued Permit OR Corrections to Comments Date: -7 I Project Address: nit t3 5-iffitte,A) Arrurr-sr-tc." purtm- 3 Li Contractor/Contact Name: 2,1 OINCINS/ 6 ao LiC) Contact Phone: (9105- 5-X0. 673(4 Email: 7.1-NUSSky 6/v41i-- Cd '—t Description of Proposed Revision/Corrections: cl,G0 apeD I CA 0-1-64A- Piacaer Preeda\M-tS —tap SUP- GuCtiee-x-7 5-/ p/-4-2,S 94ie, ley 19Pe 4t OeSa-10774N)• ft-1)&0) 141-Altiri 514( 5çL. 4 Scaffirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • • Will proposed revision/corrections add additiondsquare footage to original submittal? C ..No Eli Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? Cgklo LI*Yes (additional increase in building value; 4.000 ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: MIRY EP (Office Use Only) LI Approved Denied LI Not Applicable to Department Permit Fee Due$ 50-0 c) Revision/Plan Review Comments pc, priers/ s tri //-ed7'Department - Department Review Required: . Lidding Fu1ui &Zoning Reviewed By Tree Administrator G.-ytrtrti Publiartilities Public Safety Date Fire Services Updated 10/17/18 , } • , **ALL INFORMATION ,. Revision Request/Correction to Comments € HIGHLIGHTED IN i rya s> City of Atlantic Beach Building Department GRAY IS REQUIRED �` _ "" 800 Seminole Rd, Atlantic Beach, FL 32233 s.isii9,- • Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:r Re5A19— 0,00( II Revision to Issued Permit OR tions to Comments Date Project Address:E 19 ( s1 u B Contractor/Contact Name:ioi.,g )� (-ido , �° �, C/I�C t.) g --- f Contact Phone:['ao -S('c, ,57 3 y 1 Email. N 730 f'J' (5-(0l 'l 6 • 7 � -1 Description of Proposed Revision/Corrections: „it,ee-(5'- - - a L-..-- ---- - ----_-_ ffl- 04- v _ 7_ _-' _ F _ _ I� " kr affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will propose a ision/corrections add additional square footage to original submittal? #d`o s ditional s.f.to be added: ):: • ill proposed revision/corrections add additional increase.in •. di jr• to original su. o ❑*yes(additional increase in building value: Aormi ontractor m sign if increase in valuation) *Signature of Contractor/Agent: %ar , 41111M11111M.- (Office Use Only) A Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ 56).00 Revision/Plan Review Comments Department Review Required: - uirdiiii / , ` f)re- �Plann Loning Reviewed By Tree Administrator Public Works Public Utilities a if 2./! )01 9 Public Safety Date Fire Services Updated 10/17/18 s: . • I, . . . CITY OF ATLANTIC.BEACH ,-. ° -.,-_,,,... ,-.:-.2.-_._1 r ;_ 800 SEMINOLE ROAD ii i , ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 1/28/2019 Permit#: RESA19-0001 Site Address: 1912 N SHERRY DR Review.Status: denied RE#: 172020 0826 Applicant: 29 OTAVI GROUP LLC Property Owner: KABLAWI RAWAN Email: NBUSSEY5@GMAIL.COM Email: NBussey5@gmail.com Phone: 2055865734 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. evisions ll:1g submitted mail GI departments[nBa- completed their respective reviews. evisions submitted MIN respond EACH department GL: Io Submittals aife respond incitvaD2C ff . u` correction(iampci Gt o [gip accepted Co Lection Comments: ll/ On the building permit application the LEGAL DESCRIPTION and RE# spaces shall be filled in or the application is considered incomplete. Engineer's phone number is missing.Return to the building �elepartment to fill in the blank spaces on the application. 12/ The NOC.is not recorded, 2 copies are needed. cZ Submit 2 copies of the ICC-ES Evaluation Report for the NICHIHA Siding to be installed. This is to insure that it is installed to the wind load requirements of Atlantic Beach, FL. Installers and inspectors will be on the same page. Atlantic Beach Building Department has a SIDING IN PROGRESS 4 INSPECTION. Submit the Florida Product approval number for the roof underlayment material to be used on the ddition. (c! Submit Florida product approval number for pvc roof membrane at 2nd floor porch and the anufacturer's installation instruction. 2 copies. Is If not submitted now, the installation instructions via the DBPR Product Approval website, will be 1' required to be on site for the window/door inspections. 0 '7, vr 2 copies of the Florida Energy Calculation are required,to include a Manual S Compliance Report. Y A topographic survey is needed as well as the F.F.E of the new addition living space. Contractor shall initial and date on 2 copies of the site plane on the new interior living space, for job site reference and file copy. A form board survey will be required prior to the slab pour. (9"Requesting that one of the 2 first floor bedrooms and bathroom doors be changed to accommodate a 2880 DR. This would permit the accessibility requirements of Section 320 ACCESSIBILITY, 2017 6TH Edition Residential. This would allow a clear space of 29 inches between door edge and door jamb stop. 10. Building Mike Jones Building Inspector/Plans Examiner E .4-1-4' 1--- .2- F"14 IA1-aV OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: • Habitable Space (ft') 1F P Non-Habitable Space (ft2) 3./i. LAND INFORMATION: Zoning District PU D • Flood Zone AV / I Minimum FFE 6.`l5 atrate i s I3. S31 BUILDING INFORMATION: Construction Type V 16 Occupancy Group t na/-e rn , /y Number of Stories 2- Max Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev.2.7.2018 „ City of Atlantic Beach APPLICATION NUMBER '• • • • Building Department (To be assigned by the Building Department.) 800 Seminole-Road Atlantic Beach, Florida 32233-5445 q-006 Phone(904)247-5826 - Fax(904)247-5845 .7,1,;0- • — E-mail: building-deptO @coab.us Date routed: t” CDo V1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Vt I 3-/\.) SV\12.4A1 Department review required Yes No Buildi g— - Applicant: 4:9,9 DActv LLL, _1;7 Coning Tree •drninistra or • Ab Project: le&d.t,n till I d-L-1-11) I) ck";) Pub lc Works SNPub lc 6a e y Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date 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: I 'Approved. /Denied. (Circle one.) Comments: BUILDING cra 7 -CfseL 1,/ ii PLANNING8,ZONING Reviewed Date: 42er-,M4-91 -- - — - TREE ADMIN. Second Review: nApproved as revised. I Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. FIDenied. Comments: Reviewed by: Date: Revised 07/27110 Revision Request/Correction to Comments **ALL INFORMATION, HIGHLIGHTED IN ilk-c,64, `01 City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES - 000 ( I Revision to Issued Permit OR Corrections to Comments Date: z Project Address: Fitt }4-4 a/ 1i1 411_,Orrisr-g,"-- C A-04- FL, 32I) 3 Contractor/Contact Name: ,k1; /Iv I Contact Phone: -k0S- 573ct Email: cts...ZUsssy Description of Proposed Revision/Corrections: .4- I Ct 4-6 is Nater- (4-ppeAqle-t-,S (_51.AP 6UCLICIAr-7 tSf 1114)...ortyL4 (04/7 ,ii fri07) oeflitt, OiSa40174, filOVLY9? it.1-1-414 15u Sc affirm the revision/correction to COrfl ments,is inclusive of the proposed changes. • (printed name) • Will proposed revision/corrections add additional'square footage to original submittal? ..No El Yes (additional s.fto be added: • • Will proposed revision/corrections add additional increase in building value to original submittal? 4414o [..]*Yes(additional increase in building value: „dip ) (Contractor must sign if increase in valuation) .11001/-- '44111IP *Signature of Contractor/Agent: MP' IP (Office Use Only) /F4proved - CI Denied El Not Applicable to Department Permit Fee Due$ • Revision/Plan Review Comments • Department Review Required: Planning&Zoning- Reviewed By tTree-Administrator Pul—E—Ac I Public Safety Date Fire Se Updated 10/17/18 • • City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole Road Atlantic Beach, Florida 32233-5445 V &sF . I l opa . - Phone(904) 247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 1' a-o I.41 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKIN(''‘ FORM Property Address: tqi - , Department review required Yes No Applicant: a9 0-1,(oq LLCZonizp Tree dminis-tra or cljs), Project: f E\ .t- ct I aadiA..-0.-bi) -(13;t1. VVorks Pub ic I les S.\\ f‘t, CVGL3 Pub ic a e y Fire Services Review fee $ Dept Signature • Review or Receipt Other Agency Review or Permit Required Date 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: I 'Approved. 1Denied. F2 t1/4/(NT APPL-iciA3VE: (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: / TREE ADMIN. Second Review: n Approved as revise I IDenied. PUBLIC WORKS Comments: RUBLIC_UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I IDenied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach ,, tr,„, APPLICATION NUMBER fif' I'';,t, • ., '_s, Building Departmentt C E wr : (To be assigned by the Building Department.) • 4',;z:,-..'.,r; Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)24 ‘:45-1AN 14 2019 V-&,,S-kt.1-0c)c) 1 ', ,, E-----, E-mail: building- ep@coa .us — nal bdtb _ . Date routed: [ 1 et 1a-a [el City web-site: http://www.coab.us oY:__..._______. APPLICATION REVIEW AND TRACKING FORM Property Address: N I 3-/\.) , Seal pl Department review required Yes No CEiiildag Applicant: a9 Dia,v , 0,(0,,,,, La____ ,,-P anning &Zoning Tee-Administrator Project: kr6S1d..e,n-t- et I ct_AdA*b /) c-v. ---- L Pu_. icWorks S\ r\-( Catt-C. () 'Lib lc s i i ies„) Public 6-a-T6ty- . Fire Services ,Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date 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: I 'Approved. I Denied. (Circle one.) Comments: BUILDING P*5-110 \air 9e,-11) 145-eX-CiC/11 - - PLANNING &ZONING gib Reviewed b . e- , _ !ate:' /-lf.:-/ — - - -- - TREE ADMIN. Second Review: I IApproved as revised. I Denied. - - PUBLIC WORKS 7' Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : ,/ 4i ,77 /, ,,,,, , Date*,* ,. ... /' ,orr or r FIRE SERVICES Third Review: I !Approved as revised. I !Denied. Comments: Reviewed by: Date: Revised 07/27/10 6. r:''' , CITY OF ATLANTIC BEACH ;' �� DepartmentDep of Public Works -t om• _' :. r] �f. 1200 Sandpiper Lane 7� fl { Atlantic Beach, FL 32233 /,/, (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 1/15/19 Applicant: 29 Otavi Group, LLC Permit#: RESA19-0001 Email: nbussey5@gmail.com Review Status: DENIED Property Owner: Rawan Kablawi & Nathan Bussey Site Address: 1912 N. Sherry Drive Email: nbussev5@gmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respecfv: viAws. Revisions must be submitted to the Building Department and must respond . W ;Il:t'j:iri iix-T review. PUBLIC WORKS CORRECTION ITEMS: _ 2-4° �/ (' • Provide construction site management plan including location of silt fence, dumpster, portable 6G toilet. Right-of-way Permit is required if using right-of-way for construction parking: • Provide drainage plans showing site topography (flow arrows, etc.). • Provide impervious surface calculations for entire lot (existing and post construction). • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' contours. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA19-0001(29 Otavi Group).docx 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 setsof drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA19-0001(29 Otavi Group).docx r.144 14, Comp. By: S/11U Date: 2/12/2019 Public Works Department City of Atlantic Beach Permit No: RESA 19-0001 Address: 1912 North Sherry Drive Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 18,019 ft2 • Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 4,637 18,019 1.00 0.26 Pervious 13,382 18,019 0.20 0.15 Runoff Coefficient(C)= 0.41 Runoff Volume V= 0.41 x 18,019 x 9.3 / 12 V= 5,668 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 18,019 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 5,237 18,019 1.00 0.29 %ISA= 29.1% Pervious 12,782 18,019 0.20 0.14 Runoff Coefficient(C)= 0.43 Runoff Volume V= 0.43 x 18,019 x 9.3 / 12 V= 6,040 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 6,040 - 5,668 DV= 372 ft3 Retention Sherry Drive North 1912 2/12/2019 r . „.„Comp. By: SAN Date: 2/12/2019 ,,,,... Public Works Department City of Atlantic Beach Permit No: RESA 19-0001 Address: 1912 North Sherry Drive Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 13.0 60 0 BOTTOM size 20.X 3 14.0 100 80 TOB size 20 X 5 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 100.0 d=depth to ESHWT= 10.0 pf=pore factor= 0.3 Inground Storage= 300.0 ft3 Required Treatment Volume= 372 ft3 Supplied Treatment Volume= 380 ft3 Retention Sherry Drive North 1912 2/12/2019 -1,E.E.,,,,,,, . . :, 4 FEB Ii ? 2019 1 i **ALL INFORMATION 40,2:tup, Revision Requ /Correction to Comments • , HIGHLIGHTED IN 6. 6..- e:a . City of Atlantic Beach Building Department GRAY IS REQUIRED. 131‘"-•'4.',:l:/) 800 Seminole Rd, Atlantic Beach, FL 32233 ',Jump)/ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES Pi i 9 - 000 ( I Revision to Issued Permit OR I Vi Corrections to Comments Date: 7 C Project Address: ni L 1,3 , 514- ,e.A..1 rt. A-rucir...sr-t(,-,- Cfort41- FL, 3 z,z,) 3 Contractor/Contact Name: Z0j 014:K.) ) Contact Phone: .9-toc' 5-,A," 573(4 Email: T.ZusSc_iy 5-e 6,-thz, ,,,,, , ,, Description of Proposed Revision/Corrections: A ) cz,..eDui 4- i cc ,(1-41.4-1 I: Paoater- 4-02go\mr -c 1 -t-Iat sul(2--tie4/A , --1 ,0t) eAkoxi-x--7(-1•1-5, •--,, 0-ei A.,G,...,,,--b-6ere,....- pL..A... , 0 ii.0.term r i niOr utStr____ 06futiop1/44.J AVV(JOi I Oelifilsi &.1 5 affirm the revision/correction to comments,is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additionalsquare footage to original submittal? ..No E Yes (additional s.f,to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? Ciklo p*Yes(additional increase in building value: ,iip ) (Contractor must sign if increase in valuation) 000171 - --41- 111° *Signature of Contractor/Agent: MEW IP (Office Use Only) ___41 0 Approved VDenied 111 Not Applicable to Department Permit Fee Due$ / / 1 f, Revision/Plan Review Comments , , v Ow, fa) iv 70 4fri( &eel gi k tatier ' re et-06-6, _ Department Review Required: tuildin: ." ei.4,, ..,, ---- ' - p e..e e, - -.Er ,dip ip p• p- Prgl n i ng&Zoning ----) • viewed F3, Tree Administrator -— r--H-Riiblit-Ii ) '.- Pu1-7)11EIRilie-sj Public Safety Ea t I Fire Services eICWIS+56 [OtiflPd Updated 10/17/18 -E-D l_ckseAdle. • . - • • • 1 Lot 12, Selva Harira ' t '!n. 10-C, as recorded flat Book 3/, Page 40 of tie Current Public Records of Duval n0. County, Florida. i Date: AprIl 10, 19811 Scale: 1" = 20' u L For: EBERLINO BUILDERS, INC. . N i1 1.9\ /•s• =90, \�• /5". .. C.17r1).. 0."ta 67-V tr Eo ��:1,4::;.'" / STp�Y g�2 M Nh y0 , ,per � 41 • • vP z• O I •::-.- 2a. G ?. o '3c.' 1 • CI 4. % x ‘‘. ,;;L_I%j\ ' __---------------- ..... N. . . • - :._5 LM . ° �. . „"e�' 187 . ..off' ' • � .. Prepared By: • i R. L. CROASDELL & CO. Civil Engineering & Land Surveying • 429 East Adams Street • 40e-reef/Pito, .Tone 1, 198/ Jacksonville, Florida • FOR: nr(446y4 aii.m4Cgl, / . .5-485-3- S4944 j • I NOTICE OF COMMENCEMENT OFFICE COPY A Perm) f REsil /9-°CCl COPY State of �^b, di ,9/."c Tax Folio No. County of ,Il To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain realproperty, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: t<E.c I Sc_j_Vl/.\ pe ,4,1 tJA (,/,-111-- lj o 10 -0 '- - 1-100g - S 9f� Address of property being improved: 1�1� S �2-2, 4 Owner: (406...) e.4- Aj. -4-A.? -41 31J1 fl7Address: CL J... Owner's interest in site of the improvement: \ a Fee Simple Titleholder(if other than owner): "------_ 1 Name: Contractor: C9C'l 6-7'i. (2�L f) ( L( Address: Wile 1 C)'S . i�L LL44-1-1h-e_ -GF 2-01 { it't'Z4ri.f1X4(--v .6_ 3,43 Telephone No.: 9-0 s-gon S 7 3- Fax No: Surety(if any) Address: ' Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: " Address: • Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: ` Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b),Florida Statues. (Fill in at Owner's option) . Name: f : FORM R405-2017 °; : RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification(usually four pages/may be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 2/11/2019 9:57:21 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 . JOB COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Bussey Residence Builder Name: Street: 1912 Sherry Dr N Permit Office: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: N Bussey Jurisdiction: Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4336.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 4336.10 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2098.0 sqft.) Insulation Area a.Cathedral/Single Assembly(Vented) R=30.0 2098.00 ft2 6. Conditioned floor area above grade(ft2) 4098 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(912.5 sqft.) Description Area a.Sup:Master Bedroom,Ret:Master Bedroom,AH: 6 210 a. U-Factor: Dbl,U=0.40 912.50 ft2 b.Sup: 2nd Floor,Ret:2nd Floor,AH:2nd Floor 6 190 SHGC: SHGC=0.34 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 58.0 SEER:14.00 b.Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 58.7 HSPF:8.20 SHGC: b.Electric Heat Pump 30.7 HSPF:8.20 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.340 14.Hot water systems 8. Floor Types (4098.0 sqft.) Insulation Area a.Electric Cap:55 gallons EF:0.945 a.Slab-On-Grade Edge Insulation R=0.0 2098.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1388.00 ft2 None c.other(see details) R= 612.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 108.88 PASS Glass/Floor Area: 0.223 Total Baseline Loads: 109.02 I hereby certify that the plans and specifications covered by Review of the plans and ; ,�tRE Sfi,4p" this calculation are in compliance with the Florida Energy specifications covered by this 'ti,,, r+.. _ Oma, ti Code. calculation indicates compliance c or rlrt ,,c-;,,-=',,,' ,..,� ."t't 7 ihoma4-Ti:di/e,w with the Florida Energy Code. is i-, .to - a rt -:;:t BY: Before construction is completed u _ '~ 3 DATE: 2-11-19 this building will be inspected for ,"-41 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 94 :. ; h Florida EnergyCode. , OD �, with the #�^ e„ ln00.4"'' OWNER/AGENT: BUILDING OFFICIAL: In DATE: DATE: , /zi/.2D/ 9 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 3.20 ACH50(R402.4.1.2). 2/11/2019 9:57 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Bussey Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 4098 Lot# Owner Name: N Bussey Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1912 Sherry Dr N Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: FloridaEnergyCalcs.com CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 2828 26394.1 2 Block2 1270 11851.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RecMudPantry 623 5814.5 No 2 1 Yes Yes Yes 2 KitchenDiningLvg 870 8119.7 Yes 3 0 1 Yes Yes Yes 3 BedroomsExercise 605 5644.6 No 3 2 1 Yes Yes Yes 4 Master Bedroom 665 6206.6 No 0 1 1 Yes Yes Yes 5 2nd Floor 1335 12460 No 3 1 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RecMudPantry 68 ft 0 623 ft2 ____ 0.3 0.7 0 2 Slab-On-Grade Edge Insulatio KitchenDiningLvg 89 ft 0 870 ft2 ____ 0.3 0.7 0 3 Slab-On-Grade Edge Insulatio BedroomsExercis 68 ft 0 605 ft2 ____ 0.22 0.78 0 4 Floor over Garage 2nd Floor ____ ____ 612 ft2 19 0.26 0.74 0 5 Floor Over Other Space Master Bedroom ___ ____ 605 ft2 0 0.3 0.7 0 6 Floor Over Other Space Master Bedroom ___ ____ 60 ft2 0 0.3 0.7 0 7 Floor Over Other Space 2nd Floor _ ____ 723 ft2 0 0 1 0 2/11/2019 9:57 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat ' Metal 2127 ft2 176 ft2 Medium 0.75 No 0.9 No 0.21 9.5 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 2098 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Cathedral/Single Assembly(Vented)2nd Floor 30 Blown 1335 ft2 0.11 Wood 2 Cathedral/Single Assembly(VentMster Bedroom 30 Blown 665 ft2 0.11 Wood 3 Cathedral/Single Assembly(VentddtacMudPantry 30 Blown 98 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Omt To Wall Type Space RA/au, Ft In Ft In Area R-Value Frartion Absor Grade% 1 E Exterior Frame-Wood RecMudPantr 13 25 11 275.0 ft2 0.23. 0.23 0.670000 0 2 S Exterior Frame-Wood RecMudPantr 13 18 9 11 206.3 ft2 0.23 0.23 0.670000 0 3 E Exterior Frame-Wood RecMudPantr 13 2 9 4 18.7 ft2 0.23 0.23 0.670000 0 4 S Exterior Frame-Wood RecMudPantr 13 12 3 9 4 114.3 ft2 0.23 0.23 0.670000 0 5 W Exterior Frame-Wood KitchenDining 13 12 6 9 4 116.7 ft2 0.23 0.23 0.670000 0 6 N Exterior Frame-Wood KitchenDining 13 15 9 4 140.0 ft2 0.23 0.23 0.670000 0 7 W Exterior Frame-Wood KitchenDining 13 16 7 9 4 154.8 ft2 0.23 0.23 0.670000 0 8 N Exterior Frame-Wood KitchenDining 13 28 7.5 9 4 267.2 ft2 0.23 0.23 0.670000 0 9 W Exterior Frame-Wood BedroomsExe 13 8 1.5 9 4 75.8 ft2 0.23 0.23 0.670000 0 10 N Exterior Frame-Wood BedroomsExe 13 29 4.5 9 4 274.2 ft2 0.23 0.23 0.670000 0 11 E Exterior Frame-Wood BedroomsExe 13 27 9 4 252.0 ft2 0.23 0.23 0.670000 0 12 S Exterior Frame-Wood BedroomsExe 13 10 9 4 93.3 ft2 0.23 0.23 0.670000 0 13 E Exterior Frame-Wood 2nd Floor 13 25 13 325.0 ft2 0.23 0.23 0.670000 0 14 S Exterior Frame-Wood 2nd Floor 13 18 9 10 187.5 ft2 0.23 0.23 0.670000 0 15 E Exterior Frame-Wood 2nd Floor 13 2 10 20.0 ft2 0.23 0.23 0.670000 0 16 S Exterior Frame-Wood 2nd Floor 13 12 3 10 0 122.5 ft2 0.23 0.23 0.670000 0 _17 E Exterior Frame-Wood 2nd Floor 13 4 10 40.0 ft2 0.23 0.23 0.670000 0 18 S Exterior Frame-Wood 2nd Floor 13 28 10 0 280.0 ft2 0.23 0.23 0.670000 0 _19 W Exterior Frame-Wood 2nd Floor 13 12 10 120.0 ft2 0.23 0.23 0.670000 0 20 S Exterior Frame-Wood 2nd Floor 13 4 10 0 40.0 ft2 0.23 0.23 0.670000 0 21 W Exterior Frame-Wood 2nd Floor 13 21 6.5 10 215.4 ft2 0.23 0.23 0.670000 0 22 N Exterior Frame-Wood 2nd Floor 13 27 3 10 272.5 ft2 0.23 0.23 0.670000 0 23 W Exterior Frame-Wood Master Bedro 13 8 1.5 10 81.3 ft2 0.23 0.23 0.670000 0 24 N Exterior Frame-Wood Master Bedro 13 29 4.5 10 293.8 ft2 0.23 0.23 0.670000 0 25 E Exterior Frame-Wood Master Bedro 13 27 10 270.0 ft2 0.23 0.23 0.670000 0 26 S Exterior Frame-Wood Master Bedro 13 8 10 80.0 ft2 0.23 0.23 0.670000 0 2/11/2019 9:57 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.4 0.34 N 24.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 2 E 1 Metal Low-E Double Yes 0.4 0.34 N 28.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 3 E 1 Metal Low-E Double Yes 0.4 0.34 N 64.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 4 S 2 Metal Low-E Double Yes 0.4 0.34 N 64.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 5 S 4 Metal Low-E Double Yes 0.4 0.34 N 30.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 6 W 5 Metal Low-E Double Yes 0.4 0.34 N 30.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 7 W 7 Metal Low-E Double Yes 0.4 0.34 N 24.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 8 W 7 Metal Low-E Double Yes 0.4 0.34 N 60.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 9 N 8 Metal Low-E Double Yes 0.4 0.34 N 60.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 10 N 8 Metal Low-E Double Yes 0.4 0.34 N 24.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 11 N 8 Metal Low-E Double Yes 0.4 0.34 N 24.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 12 W 9 Metal Low-E Double Yes 0.4 0.34 N 40.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 13 E 11 Metal Low-E Double Yes 0.4 0.34 N 60.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 14 E 11 Metal Low-E Double Yes 0.4 0.34 N 60.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 15 E 13 Metal Low-E Double Yes 0.4 0.34 N 17.5 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 16 E 13 Metal Low-E Double Yes 0.4 0.34 N 64.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 17 E 13 Metal Low-E Double Yes 0.4 0.34 N 20.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 18 S 16 Metal Low-E Double Yes 0.4 0.34 N 16.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 19 S 18 Metal Low-E Double Yes 0.4 0.34 N 30.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 20 S 20 Metal Low-E Double Yes 0.4 0.34 N 10.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 21 S 20 Metal Low-E Double Yes 0.4 0.34 N 12.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 22 S 20 Metal Low-E Double Yes 0.4 0.34 N 16.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 23 W 21 Metal Low-E Double Yes 0.4 0.34 N 22.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 24 N 22 Metal Low-E Double Yes 0.4 0.34 N 16.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 25 N 22 Metal Low-E Double Yes 0.4 0.34 N 24.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 26 N 22 Metal Low-E Double Yes 0.4 0.34 N 32.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 27 N 24 Metal Low-E Double Yes 0.4 0.34 N 6.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 28 E 25 Metal Low-E Double Yes 0.4 0.34 N 35.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 612 ft2 612 ft2 78 ft 9.333 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00019 2039.8 111.98 210.59 .187 3.2 2/11/2019 9:57 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 58.7 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.2 30.7 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 58 kBtu/hr 1740 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER:14 30 kBtu/hr 900 cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPrit Conservation 1 Electric None Garage 0.945 55 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply-- Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Master Bedro 6 210 ft2 Master Bedro 100 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 2 2nd Floor 6 190 ft2 2nd Floor 90 ft2 Default Leakage 2nd Floor (Default) (Default) 2 2 TEMPERATURES Programable[Thermostat: ]]Y [[ 1] Ceiling Fans: Venting l J Jan [X]Feb [X]Mar [X Apr 1 1 May 1X1 Jun IX1 Jul 21 1X1 Aug i 1 Sep tX1 Oct €Xi Nov [ J Dec Venting [ Jan [[ ]]Feb [[X]]Mar Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 RecMudPantry Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 KitchenDiningLvg Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 BedroomsExercise Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Master Bedroom Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor Name: Thomas Tidwell Signature: 7 Lc'lf.G4'Ttdwe ' 2/11/2019RSt1AA Compant: Thomas Th ligaauge®USA Section FOEtlek1 Compliant Software 2-11-19 Page 5 of 5 Building Input Summary Report PROJECT Title: Bussey Residence Address type: S Building Type: User Bedrooms: 4 Lot#: Owner: N Bussey Conditioned Area: 4098 Block/SubDivision: Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 1912 Sherry Dr N Permit Office: Rotate Angle: 0 County: Duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fan: FL,32233 New/Existing: New(From Plans) Terrain: Suburban Year Construct: 2018 Shielding: Suburban Comment: FloridaEnergyCalcs.com CLIMATE V /Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium UTILITY Fuel Unit Utility Name Monthly Fixed Cost $/Unit _Electricity kWh EnergyGauge Default 0.00 0.12 _Natural Gas Therm EnergyGauge Default 0.00 1.72 _Fuel Oil Gallon EnergyGauge Default 0.00 1.10 _Propane Gallon EnergyGauge Default 0.00 1.40 SURROUNDINGS — Shade Trees------------- -------Adjacent Buildings-- Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume _1 Blockl 2828 26394.125 2 Block2 121/C851.2939453125 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated _1 RecMudPantry 623 5814.459 No 2 Yes Yes Yes _2 KitchenDiningLvg 870 8119.71 Yes 3 0 Yes Yes Yes _3 BedroomsExercise 605 5644.65 No 3 2 Yes Yes Yes _4 Master Bedroom 665 6206.6445 No 0 1 Yes Yes Yes 5 2nd Floor 1335 12459.9555 No 3 1 Yes Yes Yes 2/11/2019 10:00:32 AM EnergyGauge®/USRCZB v6.0 Page 1 Building Input Summary Report FLOORS (Total Exposed Area = 2710 sq.ft.) V# Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet _1 Slab-On-Grade Edge Ins RecMudPantry 68 0 623 ft 0.607 --- 0.3 0.7 5.5511'51231 _2 Slab-On-Grade Edge Ins KitchenDiningLvg 89 0 870 ft 0.607 -- 0.3 0.7 5.5511'51231 _3 Slab-On-Grade Edge Ins BedroomsExercise 68 0 605 ft 0.582 -- 0.22 0.78 0 _4 Floor over Garage 2nd Floor --- --- 612 ft 0.052 19 . 0.26 0.74 0 _5 Floor Over Other Space Master Bedroom -- -- 605 ft 0.293 0.3 0.7 5.5511'51231 _6 Floor Over Other Space Master Bedroom --- --- 60 ft 0.293 0.3 0.7 5.5511'51231 _7 Floor Over Other Space 2nd Floor -- --- 723 ft 0.256 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V# Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Metal 2127 ft2 176 ft2 Medium 0.75 No 0.9 No 0.21 9.5 ATTIC ✓# Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 2098 ft2 N N CEILING (Total Exposed Area = 2098 sq.ft.) V# Ceiling Type Space R-Value Ins.Type Area U-Factor Framing Frac. Truss Type _1 Cathedral/Single Assembly(Vented) 2nd Floor 30.0 Blown 1335.0ft2 0.032 0.11 Wood _2 Cathedral/Single Assembly(Vented) Master Bedroom 30.0 Blown 665.0ft2 0.032 0.11 Wood _3 Cathedral/Single Assembly(Vented) RecMudPantry 30.0 Blown 98.0ft2 0.032 0.11 Wood WALLS (Total Exposed Area = 4336 sq.ft.) Adjacent Cavity Width Height Area U- Sheath Frm. Solar Below V# Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor. Grade _1 E Exterior Frame-Wood RecMudPantry 13.0 25.0 0 11.0 0 275.0 0.083 0.23 0.880000016689801 _2 S Exterior Frame-Wood RecMudPantry 13.0 18.0 9 11.0 0 206.3 0.083 0.23 0.830000016689301 _3 E Exterior Frame-Wood RecMudPantry 13.0 2.0 0 9.0 4 18.7 0.083 0.23 0.830000016689301 _4 S Exterior Frame-Wood RecMudPantry 13.0 12.0 3 9.0 4 114.3 0.083 0.23 0.830000016689301 _5 W Exterior Frame-Wood KitchenDiningLvg 13.0 12.0 6 9.0 4 116.7 0.083 0.23 0.830000016689391 _6 N Exterior Frame-Wood KitchenDiningLvg 13.0 15.0 0 9.0 4 140.0 0.083 0.23 0.830000016689301 _7 W Exterior Frame-Wood KitchenDiningLvg 13.0 16.0 7 9.0 4 154.8 0.083 0.23 0.830000016689301 _8 N Exterior Frame-Wood KitchenDiningLvg 1 t.0 28.0 8 9.0 4 267.2 0.083 0.23 0.830000016689381 _9 W Exterior Frame-Wood BedroomsExercise '.3.0 8.0 2 9.0 4 75.8 0.083 0.23 0.830000016689391 _11:14 Exterior Frame-Wood BedroomsExercise (3.0 29.0 5 9.0 4 274.2 0.083 0.23 0.830000016689301 _1'E Exterior Frame-Wood BedroomsExercise 13.0 27.0 0 9.0 4 252.0 0.083 0.23 0.830000016689381 _1B Exterior Frame-Wood BedroomsExercise 13.0 10.0 0 9.0 4 93.3 0.083 0.23 0.830000016689301 _1E Exterior Frame-Wood 2nd Floor 13.0 25.0 0 13.0 0 325.0 0.083 0.23 0.830000016689301 _14; Exterior Frame-Wood 2nd Floor 13.0 18.0 9 10.0 0 187.5 0.083 0.23 0.830000016689301 _1 E Exterior Frame-Wood 2nd Floor 13.0 2.0 0 10.0 0 20.0 0.083 0.23 0.830000016689301 _lffi Exterior Frame-Wood 2nd Floor 13.0 12.0 3 10.0 0 122.5 0.083 0.23 0.830000016689391 _1E Exterior Frame-Wood 2nd Floor 13.0 4.0 0 10.0 0 40.0 0.083 0.23 0.830000016689391 _1 t5 Exterior Frame-Wood 2nd Floor 13.0 28.0 0 10.0 0 280.0 0.083 0.23 0.630000016689301 _1W1/ Exterior Frame-Wood 2nd Floor 13.0 12.0 0 10.0 0 120.0 0.083 0.23 0.830000016689391 _2(S Exterior Frame-Wood 2nd Floor 13.0 4.0 0 10.0 0 40.0 0.083 0.23 0.830000016689301 _2W Exterior Frame-Wood 2nd Floor 13.0 21.0 7 10.0 0 215.4 0.083 0.23 0.830000016689391 _22J Exterior Frame-Wood 2nd Floor 13.0 27.0 3 10.0 0 272.5 0.083 0.23 0.830000016689301 23N Exterior Frame-Wood Master Bedroom 13.0 8.0 2 10.0 0 81.3 0.083 0.23 0.630000016689391 2/11/2019 10:00:32 AM EnergyGauge®/USRCZB v6.0 Page 2 Building Input Summary Report WALLS(Continued) 2M Exterior Frame-Wood Master Bedroom 13.0 29.0 5 10.0 0 293.8 0.083 0.23 0.620000016689301 _ 2E Exterior Frame-Wood Master Bedroom 13.0 27.0 0 10.0 0 270.0 0.083 0.23 0.620000016689301 _ 2ES Exterior Frame-Wood Master Bedroom 13.0 8.0 0 10.0 0 80.0 0.083 0.23 0.620000016689301 DOORS (Total Exposed Area = 0 sq.ft.) Width Height V# Ornt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area 1 N Exterior Wood RecMudPantry None 0.20 0.10 0 0.10 0 0.1ft2 WINDOWS (Total Exposed Area = 913 sq.ft.) Wall ---Overhang----- V# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening _1 E 1 Metal Low-E Double Yes 0.40 0.34 N N 24.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _2 E 1 Metal Low-E Double Yes 0.40 0.34 N N 28.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _3 E 1 Metal Low-E Double Yes 0.40 0.34 N N 64.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _4 S 2 Metal Low-E Double Yes 0.40 0.34 N N 64.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _5 S 4 Metal Low-E Double Yes 0.40 0.34 N N 30.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _6 W 5 Metal Low-E Double Yes 0.40 0.34 N N 30.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _7 W 7 Metal Low-E Double Yes 0.40 0.34 N N 24.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _8 W 7 Metal Low-E Double Yes 0.40 0.34 N N 60.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _9 N 8 Metal Low-E Double Yes 0.40 0.34 N N 60.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _10N • 8 Metal Low-E Double Yes 0.40 0.34 N N 24.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None -11N 8 Metal Low-E Double Yes 0.40 0.34 N N 24.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None -12W 9 Metal Low-E Double Yes 0.40 0.34 N N 40.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _13E 11 Metal Low-E Double Yes 0.40 0.34 N N 60.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _14E 11 Metal Low-E Double Yes 0.40 0.34 N N 60.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _15E 13 Metal Low-E Double Yes 0.40 0.34 N N 17.5ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _16E 13 Metal Low-E Double Yes 0.40 0.34 N N 64.0W 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _17E 13 Metal Low-E Double Yes 0.40 0.34 N N 20.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _18S 16 Metal Low-E Double Yes 0.40 0.34 N N 16.0W 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _19S 18 Metal Low-E Double Yes 0.40 0.34 N N 30.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _20S 20 Metal Low-E Double Yes 0.40 0.34 N N 10.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _ 21S 20 Metal Low-E Double Yes 0.40 0.34 N N 12.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _22S 20 Metal Low-E Double Yes 0.40 0.34 N N 16.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _23W 21 Metal Low-E Double Yes 0.40 0.34 N N 22.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None _24N 22 Metal Low-E Double Yes 0.40 0.34 N N 16.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None -25N 22 Metal Low-E Double Yes 0.40 0.34 N N 24.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None -26N 22 Metal Low-E Double Yes 0.40 0.34 N N 32.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None -27N 24 Metal Low-E Double Yes 0.40 0.34 N N 6.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None 28E 25 Metal Low-E Double Yes 0.40 0.34 N N 35.0ft2 1.0 ft 4 in 0.0 ft 8 in Drapes/blinds None - INFILTRATION 7# Scope Method SLA CFM50 ELA EqLA ACH ACH50 Space(s) 1 Wholehouse Proposed ACH(50) 0.00019 2040 111.98 210.59 0.1870 3.2 All GARAGE ✓# Floor Area Roof Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 612ft2 612ft2 78ft 9ft 1 2/11/2019 10:00:33 AM EnergyGauge®/USRCZB v6.0 Page 3 Building Input Summary Report MASS V# Mass Type Area Thickness Furniture Fraction Space _1 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 RecMudPantry _2 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 KitchenDiningLvg _3 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 BedroomsExercise _4 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 Master Bedroom 5 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 2nd Floor HEATING SYSTEM ✓# System Type Subtype AHRI# Efficiency Capacity ----Geothermal HeatPump-- Ducts Block kBtu/hr Entry Power Volt Current —1 Electric Heat Pump None HSPF:8.20 58.7 0.00 0.00 0.00 sys#1 1 2 Electric Heat Pump Split HSPF:8.20 30.7 0.00 0.00 0.00 sys#2 2 COOLING SYSTEM ✓# System Type Subtype AHRI# Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm _1 Central Unit Split SEER:14 58.0 1740 0.75 sys#1 1 2 Central Unit Split SEER:14 30.0 900 0.75 sys#2 2 HOT WATER SYSTEM ✓# System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Electric None Garage 0.94(---) 55.00 gal 70 gal 120 deg Standard None 0 — Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS Duct --Supply — ------Return----- Air CFM 25 CFM 25 HVAC# ✓ -- # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool _1 Master Bedroo 6.0 210 ft2 Master Bedroo 6.0 100 ft2 Default Leakage 2nd Floor (Default)(Default) 1 1 2 2nd Floor 6.0 190 ft2 2nd Floor 6.0 90 ft2 Default Leakage 2nd Floor (Default)(Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans:N Cooling [1 Jan []Feb []Mar []Apr []May [X]Jun [X]Jul [X]Aug [X]Sep []Oct []Nov []Dec Heating [X]Jan [X]Feb [X]Mar []Apr []May []Jun []Jul []Aug []Sep []Oct [X]Nov [X]Dec Venting []Jan []Feb [X]Mar [X]Apr []May []Jun []Jul []Aug []Sep [X]Oct [X]Nov []Dec V/ Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 2/11/2019 10:00:33 AM EnergyGauge®/USRCZB v6.0 Page 4 Building Input Summary Report TEMPERATURES(Continued) Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MISC ELECTRICAL LOADS \D Type Screen Location Item Quantity Catagory Operating Schedule Off Standby 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 %Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 %Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 %Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 %Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven.peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 %Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 252 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 %Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan peak: 0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 %Released: 100 % PM 0.250 0.250. 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 lgts-in peak: 0 W AM 0.160 0:150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 %Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 lgts-out peal 0 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 %Releas J: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 0 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 %Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL peak: 0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 %Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 2/11/2019 10:00:33 AM EnergyGauge®/USRCZB v6.0 Page 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location varies 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 88.0 a)Split system SEER 14.0 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 4098 d)Room unit/PTAC EER e)Other 7.Windows,type and area a) U-factor:(weighted average) 7a. 0.400 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.340 14. Heating system: Capacity 89.4 c)Area 7c. 912.5 a)Split system heat pump HSPF 8.2 b)Single package heat pump HSPF 8. Skylights c)Electric resistance COP a)U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 8.20 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised(R-value) 9b. 19.0 15.Water heating system c)Concrete, raised(R-value) 9c. a)Electric resistance EF 0.94 b)Gas fired, natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. 13.0 e)Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame(Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a)Under attic 11a. b)Cross ventilation No b)Single assembly 11 b. 30.0 c)Whole house fan No c) Knee walls/skylight walls 11c. d)Multizone cooling credit d) Radiant barrier installed 11d. No e)Multizone heating credit f)Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed(or exceeded)in this home before final inspection. Otherwise,a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 1912 Sherry Dr N City/FL Zip: Atlantic Beach, FL 32233 2/11/2019 9:57:59 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1912 Sherry Dr N Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL ❑ R401.3 Energy Performance Level(EPL)display card(Mandatory)The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. O R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveld'ilre building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. ▪ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. • R402.4.3 Fenestration air leakagd Vindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 2/11/2019 9:58 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ElR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. El❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause • degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/11/2019 9:58 AM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). oR403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6.1 Whole-house mechanical ventilation system fan efficacy.When.installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 2/11/2019 9:58 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. full be sized within 4 kW of the design requirements calculated according to the procedureElectric selected resistance in Sectionrnaces R403sha.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the' eater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circi_ t breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at 1=1 R403.10.3 water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/11/2019 9:58 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 El R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ❑ R403.11 Portable spas(Mandatory)*energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 1-1 I-1 R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2/11/2019 9:58 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND.INSULATION INSPECTION COMPONENT CRITERIA Project Name: Bussey Residence Builder Name: Street: 1912 Sherry Dr N Permit Office: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: N Bussey Jurisdiction: Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal enve ,pe Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 2/11/2019 9:59 AM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit#: Job Information Builder: Community: Lot: NA Address: 1912 Sherry Dr N City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive,or ER!Method Q PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. Q . PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50 ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ER!) 3.200 x 60 _ 38245 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS ®Code software calculated n When ACH(50)is less than 3, Mechanical Ventilation installation Q Field measured and calculated I I must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the+)st,shall be turned off. 6.Supply and return registers,if installed at the time of the tr .t,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 2/11/2019 9:59:23 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 OFFICE COPY .. U. q� °` ` PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) Z *Project Address: I 'I I 2._ (I\.) 54.12,47-1 • / 4-6 ! eC_._ Permit#: /2 r Sm /7-0001 if *Owner/Project Name: KM-1-1.-4k, 31-(C W.---6 l r� /( / _g 5 '7? S' v� Lt__ As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. -,Cate o " .._. .p - -.. .._ ._g ry/Subcategory_ -.. IVlanufacturer.:� -. ; •+Product;Descri tion :Limitation.,of'Use• ± __ State::#1; '.: , . Iocal#' „ A. EXTERIOR:DOORS 1.Swinging 2.Sliding P( 1- s ( .a 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 0 61— )-71Ci .a 2. Horizontal slider (P<Q( f 1 Ng Q 7 3. Casement s 4. Double hung 5. Fixed 70 1 CnI ,L 6.Awning 7. Pass-through • 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 OFFICE COPY Category./Subcategory :Manufacturer `Product Description Limitation of Use_ : State_# Local#. C. PANEL WALL rr (" � �( 1.Siding i��C�h - �l 01 I� 1(V I olI ` I 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles --P-611c --n(1a)-I tW 13 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing P/ ( - (Deck FL /5'0;7 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other • Page 2 of 4 Updated 10/17/18 •%OFFICE COPY Category%Subcategory_ Manufacturer. ProducftDescription; Limitat on:of}Use'' State# Localtr 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 S 1 �C 2.Truss plates e8 ! 1 V 4p u I}� -- ? \. 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 OFFICE COPY 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): A.1/1741-X) (,{ *Contractor Signature: dirr- C6- *Company Name: 2_6( LC'.L. *Mailing Address: 1 0 3 (-(41. Zz) *City: .ice- eA *State: . *Zip Code: 3 *Telephone Number: a-"0 S <s-4 - *E-mail Address: V`•A( 0427 50 3 , ..e Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 OFFICE COPY Business 8. Profenal Regulon . dBCIS Home I Log In I User Reaistration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FEC Staff I BCIS Site Map I Links I Search b i�3 � .. product Approval r USER; Public User Product Approval Menu > Prcduct or-Application Search >Application List I«OFPRCE OF THE severmv Search Criteria Refine Search Code Version 2017 FL= 12098 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results -Applications FL# type Manufacturer Validated By Status FL12098-R6 Revision Nichiha USA, Inc. Intertek Testing Services NA, Inc. Approved x History_ Category: Panel Walls (604) 520-3321 Subcategory: Siding "Approved by DBPR.Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necesary. MIAMI•DADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Nichiha USA,Inc. 6465 E.Johns Crossing Johns Creek,GA 30097 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(ART). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the ART(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:NichiProductsTM Fiber-Cement Siding APPROVAL DOCUMENT:Drawing No.ITS N1090403,titled"NichiBoard",sheets 1 and 2 of 2 and Drawing No.ITS N2090403,titled"NichiPanel",sheets 1 and 2 of 2, both dated 10/05/2018,prepared by Nichiha USA,Inc,signed and sealed by Carl D.Fussner,P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1102.14 and consists of this page 1 and evidence pages E-1 and E-2, as well as , approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MIAMIOADE COUNTY Vire'I NOA No.18-0815.06 APPROVED Expiration Date:July 22,2019 Approval Date:October 18,2018 (01/1(143 Page 1 Nichiha USA,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA'S A. DRAWINGS "Submitted under NOA #15-1102.14" 1. Drawing No.ITS N1090403,titled"NichiBoard",sheets 1 and 2 of 2 and Drawing No.ITS N2090403,titled"NichiPanel",sheets 1 and 2 of 2,both dated 03/16/2009,prepared by Nichiha USA,Inc,signed and sealed by Carl D.Fussner,P.E. on 10/13/2015. B. TESTS "Submitted under NOA#09-0511.01" 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of NichiProducts Fiber-Cement Panels,prepared by Intertek Testing Services NA LTD,Report No.3145127C0Q-004A, dated 08/07/08, signed and sealed by Rick Curkeet,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of NichiBoards and EcoPlanks, prepared by Intertek Testing Services NA LTD,Report No.3145127C0Q-004B,dated 10/24/08,signed and sealed by Rick Curkeet,P.E. 3. Test report on Standard Specification for Flat Non-Asbestos Fiber-Cement Sheets of NichiProducts Fiber-Cement Panels,per ASTM C1186-07,prepared by Intertek Testing Services NA LTD,Report No.3145123C0Q-005, dated 05/20/08,with a revision dated 02/02/09,signed and sealed by Rick Curkeet,P.E. 4. Test report on Surface Burning Characteristics of NichiPanel Fiber-Cement Panels, per ASTM E84-08,prepared by Intertek Testing Services NA LTD,Report No. 3145123C0Q-006,dated 06/25/08,with a revision dated 04/03/09,signed and sealed by Rick Curkeet,P.E. 5. Test report on Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C of Nichiha M series unprimed cementitious,per ASTM E136-99, prepared by Intertek Testing Services NA LTD,Report No.3105885C0Q-002,dated 10/26/06,with a revision dated 03/30/09, signed and sealed by Rick Curkeet,P.E. C. CALCULATIONS "Submitted under NOA#14-0715.03" 1. Anchor calculations prepared by Progressive Engineering, Inc., dated 10/22/2014,signed and sealed by Carl D.Fussner,P.E. "Submitted under NOA#09-0511.01" 2. Anchor analyses prepared by Category 5 Engineering Services,Inc., dated 04/03/2009,signed and sealed by Emma T.Mellinger,P.E. /s /opt 1261b Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0815.06 Expiration Date:July 22,2019 Approval Date:October 18,2018 E-1 Nichiha USA,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #15-1102.14" 1. Drawing No.ITS N1090403 and ITS N2090403 statements of code conformance to the 5th edition(2014)FBC issued by Nichiha USA,Inc,dated 03/16/2009, signed and sealed by Carl D.Fussner,P.E. on 10/13/2015. 2. Statement letter of no financial interest issued by Progressive Engineering,Inc.,dated 10/13/2015,signed and sealed by Carl D.Fussner,P.E. 2. New evidence submitted A. DRAWINGS 1. Drawing No. ITS N1090403,titled"NichiBoard", sheets 1 and 2 of 2 and Drawing No.ITS N2090403,titled"NichiPanel", sheets 1 and 2 of 2, both dated 10/05/2018, prepared by Nichiha USA, Inc, signed and sealed by Carl D. Fussner,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6th edition(2017)FBC issued by PEI Engineering Services, Inc, dated 02/22/2018, signed and sealed by Carl D. Fussner, P.E. o 7416 • Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0815.06 Expiration Date:July 22,2019 Approval Date:October 18,2018 E-2 12"Panels Shown 5 114"Panels Shown DESCRIPTION and SPECIFICATION NichiBoard lap siding material is a non-asbestos fiber cement product tested in . . . • • • • • • • • 2"x Studs • • • • • • • • • accordance with ASTM C-1185&ASTM C-1186 Type A @ 16"o/c . . . . meeting the requirements of the Florida Building Code(HVHZ). (TYP.) • • ' • • • • • • • Boards are available in a variety of widths within the maximum ' • and minimum dimensions specified below. . . " . • • • ' • • ' • • • • fit"Max. . • • • o/c Spacing 10211=MMWMMMMOMMMMOMIIMMO Plank Dimensions (TYP.) . . • ' • Antit Width Length Thickness /11111111111 5)12/4Max."Min. " 12' 12' 54e" 546". . . . . • . . . . . . . . . AIM Design Pressure Rating -125 psf 3. 1111 • I • • • NIMI11111111111111 LIMITATIONS 1. All installation shall be done in accordance 5- Max. 8 r momummimomt with this Notice of Acceptance,the o/c Spacing manufacturer's installation recommendations, (Typ.) andtheapplicable sections of the Florida II 1 11 L4"o/c Spacing 01111111111 MP.) 2, applicableWoodstuds Zone where Required. supporting NichiBoard and plywood sheathing orting NichiBoard and EcoPlank siding shall conform to the Florida Building Code (including the HVHZ where required),and the requirements of this Notice of Acceptance ' (See Note Sheet 2). 3. Siding Installed as specified herein shall be 1111.111 I classified as Large Missile Impact Resistant. • . • • • • • • 51"Panel Height 4 01011111i/0i_ • • • • F (T..) ,h, 0 ,) f:„,,,.4„. ...... 0,..,„ .......,...s.A,„,, , • • • • • , • • • • • • • . • 12"Panel Height . . . . -:,, C.): 1••‘ e".16 4..• • •• .• (TP.) 1 .6. • •• .. go. . 1" I . . . . • • . . . . . . . . . CA .1 . _ 1 ' , Overlap] . . . . . . . . . . . • • L1-"Overlap No 71907 * (TYP-) 4 V •••• STATE OF •Ludt ' • • • • • • • " • " • (TYP.) OCT 0 5 2018 -0•-o'• 404.7: PRODUCT REVISED 1, 40. 4,4 ‘''.•... • as complying with the Florida41... "•.. 0 R -.0, s.,..'......s.' ..10./.1:k Building Code 1° °./0 eV4 •N NOA-No. 18-0815.06 Expiration Date 07/22/2019 N4 ITSI 141050403 Prodvet MmuIadrinc PEI Engineering Services,Inc. let 2 NichiBoard NICHIHA USA, INC. 68640 State Road 15 By Rreblan:1 Fiber Cement Siding Goshen,IN 46528 Control 6465 E.Johns Crossing,Johns Creek,GA.30097 Phone:(574)633-0337 Miami-D d Product NIC.HINA . , titer varmint_0,,,. October 02010— Ob5, FL COA 27447 —...— NICHIBOARD SIDING INSTALLATION • The boards shall be applied horizontally commencing from the bottom course of the wail. • Each successive course shall overlap the prior course by 1 Ya". • Any vertical joints shall be over framing members,with fasteners either side of the joint. • The planks shall be installed over 54"APA rated exterior-grade I plywood(SG=0.50 min.)supported by 2"x 4"minimum wood 11 NlchiBoard Siding studs spaced a maximum of 16"o.c. 1 Weather-Resisant Barrier • The siding shall be fastened through over-lapping planks with Ii 1114k ad x ax"Common Neo @ 8d x 2 Y2 long common nails over wood studs. 'II,i 5%°o/o vertfcaliy,8"do • A row of fasteners shall be placed In the overlapof each 1� Horizontally. 3/4"Min., course,spaced 8"o/c in the horizontal direction. 12°Max.Edge Distance. • Successive rows of fasteners shall be spaced not more than 5 161, 3/"o/c.(boards greater than 6%"In width shall require an �, ! 5/°Plywood Sheathing additional row of fasteners In the center of the plank). II Fastened to Sheds per • A distance of between 3/4'and 2"from the edges shall always ;i Florida Building Code be observed. 1 I PLYWOOD SHEATHING NOTE NichiBoard Fiber-Cement Lap Siding Is designed to be Installed NichiBoard Siding 5 to plywood sheathing. Such plywood shall be /6 (5-ply) Opt, Weather-Reslsant Berner minimum,APA rated sheathing,Structural 1 grade,with a e sx 2 h.Common Neu @ specified specific gravity of 0.50 or greater(e.g.Douglas �I /e"dovertically,6°doHorirontally. %4Mln., Flr-Larch or Southern Pine). Use of other grade plywood shall IPA z°MexEdge Disce, require a site-specific fastener design for the siding attachment, Isigned and sealed by a Florida Registered Professional �IfEngineer. 1 11 ii %"Plywood Sheathing i Fastened to Studs per Such plywood sheathing shall be supported by framing ,gat�ttlitil!)r��, Florida Building Code 2" 4" n tt p I`fU app consisting of x minimum wood studs,or 2 x 6" %�� ••,•• •SS o�, 18ga metal studs,each at 16"ole. Plywood shall be $ �?Q••'*G E NS••�F ,1i attached to the framing studs In accordance with the : G.• N. •••� •. Florida Building Code(High Velocity Hurricane Zone). No 71907 CiVit %�: STATE OF :IV PRODUCT REVISED 0 gp aa :�L as complyingwith the Florida OCT 2018 00 0.... ©R t 0.`,.. -- Building P o '` Building Coe I# S ...• C�N NOA-No. 18-0815.06 pi •OVAL �o Expiration Date 07/22/2019IN ,j�11`�!`°tttt� p c•s 1T6 N1090403 (chat "' PFJ Englneedng Services,Ino. ,,e .'+ shw 2ot2 NichiBoard NICHIHA USA, INC. 58640 Stale Road 15 By rGoshen,IN 48526 MiamF-Dad Product Control NI "°"'b"1 Fiber Cement Siding 6465 C.Johns Crossing,Johns Creek,GA.30097 Phone:(574)533-0337 me,eament r ocaner 05,2010 FL COA 27447 i 48"Panel Width f 48"Panel Width I DESCRIPTION and SPECIFICATION NichiPanel siding material is a non-asbestos fiber cement I product tested In accordance with ASTM C-1185&ASTM • C-1186 Type A meeting the requirements of the Florida Building 2"x Studs • Code(HVHZ). Panels are available In four-foot widths within @ 16"o/c - the maximum and minimum dimensions specified below. (TYP•) . .. . . . . .. . . plank Dimensions • • Width Length Thickness • 48" 8' %s' 48" 10' Vie" 48" 12' %s" 6"Max. . •. . . o/c Spacing - I 1 (TM) Design Pressure Rating -104 psf LIMITATIONS • rn 1. All installation shall be done in accordance with m this Notice of Acceptance,the manufacturer's • • -' installation recommendations,and the applicable c sections of the Florida Building Code including ' a High Velocity Hurricane Zone where Required. 2. Wood studs and plywood sheathing supporting 6"Max. 2 NichlPanel siding shall conform to the Florida o/c Spacing— . . . . . . . . .. . . . . . . . . . Building Code(including the HVHZ where (Typ,) required),and the requirements of this Notice of . . .. . . Acceptance(See Note Sheet 2). 3. Siding installed as specified herein shall be • • •• • • classified as Large Missile impact Resistant. . . .. . . PRODUCT REVISED as complying with the Florida Building Code 0111it11/" US le . .. Expiration D e 07!2'21 019 ,%'•0.• go © F.e 4,,,+ fr J P.•'.GENg ..c%:4„.••• Miami-Da•eProduct Control No 71907 ' ctkVer.:64 " • _1: .cry . OCT Q 5 2016 1.-)J •• STATE OF ,5 S � ? •AIf 0'..� ©R,Q*``•�� i ilitIlia en% ITS N2096403 Pray= W""'""= PEI Engineering Services,Inc. ah''' 1 a 2 NichiPanel NICHIHA USA, INC. 55640 State Road 15 Goshen,IN 48526 NICHIHA 1 Fiber Cement Siding 6465 E.Johns Crossing,Johns Creek,GA.30097 Phone:(574)633-0337 liner cement De. October 05.2018 FL COA 27447 NICHIPANEL SIDING INSTALLATION • Thepanels shall be applied vertically,avoiding horizontal Joints. • The panels shall be installed over a"APA rated exterior-grade plywood(SG=0.50 min.)supported by 2"x4"minimum wood studs spaced a maximum of 16"o.c. • Fasteners shall be placed at 6"o/c in the vertical direction and 6"o/c In the horizontal direction. • A distance of between 3/4'and 3"from the edges shall always be observed. PLYWOOD SHEATHING NOTE NichiPanel Fiber-Cement Siding is designed to be installed to NichiPanel Siding plywood sheathing. Such plywood shall be/8"(5-ply)minimum, Ira. Weather-Resisent Barrier APA rated sheathing, Structural 1 grade,with a specified •II - 6d x 2'Common Nell @ specific gravity of 0.50 or greater(e.g.Douglas Fir-Larch or G°o/c vertically,6°o/c Southern Pine). Use of other grade plywood shall require a liii I' Horizontally. 3/"Min., site-specific fastener design for the siding attachment,signed 3°Max Edge Distance, and sealed by a Florida Registered Professional Engineer. . I_ "Plywood Sheathing Ili �� Fastened to Studs per Such plywood sheathing shall be supported by framing Florida Building Code consisting of 2"x 4"minimum wood studs,or 2"x 6" 1 Bga metal studs,each at 16"o/c. Plywood shall be attached to the framing studs in accordance with the Florida Building Code(High ' Velocity Hurricane Zone). ``�tt9illillirgio._ . �q.vp FtlsQ.A. • PRODUCT REVISED • ``,GQ`•••�`G E N SF•.° �,,. 1. as complyingwith the Florida *: No 71907 1* • Building Code �(" * NOA-No. 18-0815.06 Cv Expiration Date 07/22/2019 - STATE OF By ' OCT 0 2018 0,�,� ,;�� o R�aP �,�``�.� °'c� . Miami—b a e Product Control ��ij�S�+�ONPSt- ,� 41/11111t1" F.:4 I "•°` ITS N2003403 Plod= M°m4rL°°r PEI Engineering Services,Inc. swr 202 NichiPanel NICHIHA USA, INC. 58640 Slate Road 15 Goshen,IN 46528 e°�.x 1 NICHIHA Fiber Cement Siding 8465 E.Johns Crossing,Johns Creek,GA,30097 Phone:(574)633-0337 Mier cement �' October OS,2018 FL COA 27447 Nichiha USA,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6th edition(2017)FBC issued by PEI Engineering Services, Inc, dated 02/22/2018, signed and sealed by Carl D. Fussner, P.E. afif0P/ +g Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0522.05 Expiration Date:June 1,2022 Approval Date:December 27,2018 E-3 Fastening/Anchoring Horizontal Panels DESCRIPTION and SPECIFICATION Nichiha Architectural 18 GA Steel Stud Wood Stud Wood Furring 18 GA Steel Furring Wall Panel material Is a non-asbestos fiber cement product tested In accordance with ASTM C-1185 meeting the Design Pressure 95 psf 95 psf 95 psi 95 psf requirements of the Florida Building Code(HVHZ).Panels Face Fastening 1"from #8 Sheet Metal are available In a variety of thicknesses for the exposed top edge of panel Screws #8 Wood Screws #8 Wood Screws #8 Sheet Metal Screws surface dimensions specified below. 5/8"Panel 2.5'Long 2.5°Long 2"Long 1.5"Long 3/4"Panel 2.5"Long 2.5"Long 2.5"Long 1.75°Long 7/8°Panel 2.5'Long 2.5"Long 2.5'Long 1.75"Long Panel Dimensions Fastening for #10x1.5"Long #10x1.5°Long #10x1.5"Long (2)#10x0.75"Long JEL778/788 Panhead Screws Panhead Screws Panhead Screws Sheet Metal Screws Width Length Thickness Weight(max) Fastening for FA700 #10x1.5°Long #10x1.5"Long #10x1.5"Long #10x0.75"Long 17%" 71%e"or 119 Vie %"or 3,4"or%" 5.4 psi Panhead Screws Panhead Screws Panhead Screws Sheet Metal Screws Anchoring for Furring ITW Bulldex 3/16"die ITN Buildex 3/16"die 455 mm 1818 mm or 3030 mm 16 or 18 or 21 mm 26.4 kg/m' to Concrete Tapcon 1"Embedment Tapcon 1"Embedment Light-Weight CMU - (1)at 4"o/c (2)at 9.5"0/0 Design Pressure Rating -95 psi Medium-Weight CMU (1)at 6"o/c (2)at 12.5°o/c 2000 psi Concrete (1)at 11.5"o/c (2)at 20.5°o/c Face Fasten Panels at Top to Stud/Furring with 1°from Top Edge of Panel at every stud LIMITATIONS and(1)10 mm spacers underneath panel 1. Ali installation shall be done In accordance with this Notice of Acceptance,the manufacturer's Installation recommendations,and the Studs/Furrings 11�— Panel Layout May Ba Stacked applicable sections of the Florida Building Code I �� o ■ w Q 16"o/c '��■.1101111111111111 or Staggered Including High Velocity Hurricane Zone where Required. ITYP•) • 2. Nichiha Architectural Wall Panels shall be of the I_- Isame formula used In the following tests reports. = _ =rr � FtudWwlor 2.1. snandplywooek 4A1�50n1t3— — Furring with Fastening to Concrete Well 3. Studs and plywood sheathing or Earrings supporting Nichiha Architectural Wail Panels shall conform to the Florida Building Code (including the HVHZ where required),and the 1818 mmi Panels shown. 3030 mm Panels requirements of this Notice of Acceptance(See similar with JEL778 dips Increasing from Note Sheet 2). 1 „�- (2+)to(4)per panel. 4. The assembly Installed as specified herein shall ��=�=11— = .�—, be classified as Large Missile Impact Resistant. JEL778/788 dips on Long Edge of Panel Fastened to every Stud/Funing `,ttpu%%i2%%J 1_____1111111111111111111.111111 II' , • Rs,-;0 FUSS,y, yr`- No 71907 111 26°Long( �.)--I Starter Track(FA700)attached at each end (4 �V,(/„Q, -_• 171"Panel Height and everyStud/Fuming PRODUCT REVISED '`0' * ;0:C 8 (TYP•) Buildingacomplying with the Florida NOV 3 0 2018 7:;.0... STATE OF '� NOA-No. 18-0522.05 ei��S• pA1f?p'a�o�+; — — — Expiration Da e 06/01/2022 sJ''JJs JO 4A%- ‘,,let* I T116°Panel Length(shown) I By IDI Mem Product Control • 1196"Panel Length(similar) °"¢ PEI 20180917 anew MereacEronPEI Engineering Services,Inc. IN Sheet 1 of 6 Architectural Wall Panel NICHIHA USA, Inc. 58640 State Road 15 "°"'%o"°"` 4 Fiber Cement Siding 6465 East Johns Crossing,Suite 250 Goshen, IN(574)5 280337 Sept. 7 fiber cement Phone: NICHIHA t 26,2018 Johns Creek,GA 30097 FLCOA27447 • Horizontal Panels ARCHITECTURAL WALL PANEL INSTALLATION TO WOOD OR STEEL STUDS i • The panels shall be applied horizontally commencing from the bottom course • �'■, Top Edge Fastening per Fastening/Anchoring of the wall starting at the left 111 Table on sheet 1 at 16°e/c horizontally end ` 10'-0" 1818 mm Panel layout may be stacked or staggered. 1'from edge I (3030mm] 1 • 3030 mm Panel layout must be Stacked. I I____5/16` I • 1818 mm Panels have shiplap joints on all edges. �'1 (8mm] • 3030 mm Panels have shiplap Joints on tap and bottom edges. k iii _�i� a I The panels shall be Installed over%'APA rated exterior-grade plywood 1 3/16' (SG=0.50 min.)that are supported by studs spaced a maximum of 16"o/c IIMIIII .' [30mm] Starter track(FA700)attached at each end and every stud as specified on 2x4 Wood Stud or Fastening/Anchoring Table on sheet 1. 111/16" • The long edges of the panels shall be fastened using JEL778/788 clips and 111.11111.111111.11......11 ., 2x6 Steel Stud i I h 7 ] fasteners as specified on Fastening/Anchoring Table on sheet 1. %'Plywood Sheathing FA700 STARTER TRACK •• (2+)Clips with the 1818 mm Long Panels SHEET STEEL THICKNESS:Yee"I12mm] (4)Clips with the 3030 mm Long Panels I _�W+.. Fastened Sheathing to Studs W/GALVALUME COATING:%s'11.3mm] • •Face fasten panels at top to stud with(1)10mm spacer underneath i per Florida Building Code MINIMUM YIELD STRENGTH:27.5 KSI • 2x4 Wood Studs 16°o/c maximum with specific gravity of 0.42(widthdrawal) i MINIMUM TENSILE STRENGTH:50 KSI and fasten panel dips at every stud I • 2x6 Steel Stud 16°o/c maximum and fasten panel dips at every stud Uiim ••• 18 Ga(0.0451")thickness&Fu=45 ksi&DPR=-95 psi Studs of typical light framing methods shall be In accordance with the Florida 31/16, Building Code(High Velocity Hurricane Zone,where required). Weather-Resistant BarrierI (76.3mm] 1 Fastening to Stud per Fastening/Anchoring Table on [ 1 sheet 1 at 16"o/c horizontally and 17-7/8"vertically 0 0 0 0 0 0 1 1/8° —4 JEL778/788 clip fastened at everystud m] PLYWOOD IWll SHEATHING NOTE P [ Architectural Wall Panels are designed to be Installed using JELT78(/ee clips Joint Tab Attachment attached through plywood sheathing directly to studs at 16"on-center.Such IL ArdUfecturel Wali Panel SHEET STEEL THICKNESS:Y,r"[0.8mm] plywood shall be%"(5-ply)minimum,APA rated sheathing,Structural 1 grade. I STEEL ANTI-CORROSION COATING:ZAM Plywood may be omitted with luring strips attached to a concrete wall designed Fastened Sheathing to Studs per PRODUCT REVISED in accordance with the Florida Building Code(High Velocity Hurricane Zone, _iib Florida Building Code as comp)gInC with the Plodder where required). Building Cod• I NBA-Ho. 18-0522.05 Such plywood sheathing shall be supported by framing consisting of 2x wood I Explrntton•-> 06/01/2022 studs,or 18 Ga(0.0451")steel studs,each ata maximum of 16°o/cfor-95 psf.IIIIt Sheathing attachment and studs design shall be in accordance with the Florida SHEET STEEL THICKNESS:'Yee[1.2mm] M4ml-D . Product Control Building Code(High Velocity Hurricane Zone,where required). I STEEL ANTI-CORROSION COATING: ZAM MINIMUM YIELD STRENGTH:27.5 KSI i MINIMUM TENSILE STRENGTH:50 KSI 26'[660mm] I . --------71.---------------------- 2x4 Wood Stud or 1/4' 1/4° 1 e�0,,'0rFUSS 4. 2x6 Steel Stud �rT�"-`I emmj 8mm] :C)%;::::'r:0;.°:::IA'.:':i-.*i?.s.:'t%4::":s%:1 N ��—�— Weather-ResistantBanier T GNSF•...,, 11/16° F3/4° 907 '2 5/16" [17.9mm] [1314" i+t�— Architectural Wall Panel [57.75mm] f2 5/16" �� r , 2C[57.75mm] .[u:• %'Plywood Sheathing 5/8' 1 / r_ ' AE OF[15mml 1_ 1/2'[13.01mm] r Q,r��:at eve starter track fastened I�3/8° r 3/8"r..I I R��''C��a``at every stud '"� I [g.5mm] [9.5mm] I NOV 3 0 2018A1- ``��_/j ut��` IN JEL778 PANEL CLIP JEL788 PANEL CLIP i ' °"' PEI 20180917 Podgy ran°m'°' PEI Engineering services,Inc. i � NICHIHA USA, Inc. 58640 State Road 15 2 of 6 Architectural Wall Panel Fastened Sheathing to Studs NICHIHA 4, Fiber Cement Siding 6465 East Johns Crossing,Suite 250 Phone:(574)5oshen,IN 33-0337 I per Florida Building Code fiber DementIN °"` ept.26,2018 Johns Creek,GA 30097 FL COA 27447 • I Horizontal Panels ARCHITECTURAL WALL PANEL INSTALLATION TO CONCRETE 1 • The panels shall be applied horizontally commencing from the bottom course ' T WOOD FURRING STEEL FURRING • of the Panel layoutarting at t he left. may be stacked or staggered. 2"MI I Concrete 2°MIN. • 3030 mm Panel layout must be Stalked. EDG ST. E DIST. • 1818 mm Panels have shiplap joints on all edges. ' � • 3030 mm Panels have shiplap Joints on to and bottom edges. �— Top Edge Fastening per Fastening!Anchoring Table P P P 9 on sheet 1 at 16"o/c horizontally and 1"from edge • The panels shall be Installed directly to 16"o/c tuning anchored to concrete. Anchoring of Furring at 16"o/c horizontally and • Starter track(FA700)attached at each end and every stud as specified on • vertically per Fastening/Anchoring Table on sheet 1 Fastening/Anchoring Table on sheet 1. ---------�— Weather-Resistant Barrier If • The long edges of the panels shall be fastened using JEL778/788lips and required per Florida Building Code fasteners as specified on Fastening/Anchoring Table on sheet 1. Architectural Wall Panel :•• (2+)Clips with the 1818 mm Long Panels (4)Clips with the 3030 mm Long Panels 2x2 PT Wood Furring 087F125-43 Hat Channel Face fasten panels at top to furring with(1)10mm spacer underneath • Concrete Wall • Fasten to 16'o/c tuning strips:2x2 PT Wood or OB7F125-43 Hat Channel Furring strips of typical light framing methods shall be in accordance with the `� Florida Building Code(High Velocity Hurricane Zone,where required). Fastening to Furring per Fastening/Anchoring Table on111 L AWP Side sheet 1 at 16'o/c horizontally and 17-7/8°vertically ----I 1 1/4° �--- ,311 1/2" 1111 1 11 • 21/2" JEL778/788 clip fastened at every Furring I 1PConcrete Side ' Anchoring of Furring at 16"o/c horizontally and 11111111 vertically per Fastening/Anchoring Table on sheet 1 ,I.-- 087F125-43(A653,33 ksl)Hat Channel Section _ ,�� PRODUCT REVISED as complying with the Florida Building Coda 2x2 PT Wood Furring 087F125-43 Hat channel NOA-No. 18-0522.05 Expiration n e 06/01/2022 required per Florida Bnt uildiner f g Cade MIamF-D d Product Control ,,+,,P¢�O E nUs e,,, \\ Architectural Wall Panel ��`G°•V� °"� • -� Anchoring of Furring at 16"oft horizontally and _ (� r�, ..�, No 71907 •:• vertically per Fastening/Anchoring Table on sheet 1 r""V• y\\C\�{VQ �',� /� 7 Fastening11 to Furringper Fastening/Anchoring Table on T STATE OF . U 2"MIN. sheet 1 at 16"o/c horizontally and 17-7/8°vertically. 2"MIN.TNOV 3 O 2OtO ''p�° ,�[ QP: � EDGE DIST.• --�� EDGE DIST. • °I.e• O R\° x(1_4. FA700 starter frock fastened at every Furring �` L_ ,,i,S,OA�t t,, r IN °¢ PEI 20180917 Prod.t Mcsfte r NICHIHA USA, Inc. PEI Engineering Services,Inc. �,•,t 3 of 6 Architectural Wall Panel 58840 State Road 15 Ravitiorn 4 Fiber Cement Siding 6465 East Johns Crossing,Suite 250 Goshen, IN 46328 NIC -0337 fiber n A �„� Sept.26,2018 Johns Creek,GA 30097 FLCOA21447 fiber cement Fastening/Anchoring Vertical Panels 5/8"Plywood Wood Furring 18 GA Steel Furring DESCRIPTION and SPECIFICATION Nichlha Architectural LIMITATIONS Design Pressure 85 psf 85 psf 85 psf PRODUCT REVISED Wall Panel material Is a non-asbestos fiber cement product 1. All installation shall be done In accordance with ctomern�wtm the Florrda tested in accordance with ASTM C-1185 meeting the this Notice of Acceptance,the manufacturers Face Fastening 1"from NOA-No. 18-0522.05 requirements of the Florida Building Code(HVHZ).Panels installation recommendations,and the #8 Wood Screws #8 Wood Screws #8 Sheet Metal Screws applicable sections of the Florida Building Coda vertical edge of panel 2"Long 2"Long 1.5"Long Expiration to 06/01/2022 are available for the exposed surface dimensions specified a pP 9 5/8°Panelbelow. Including High Velocity Hurricane Zone where By Required. Fastening for #10x1.5"Long #10x1.5"Long #10x0.75"Long coram a o Product Control 2. Nichlha Architectural Wall Panels shall be of the JEL778 Panhead Screws Wood Screws Sheet Metal Screws same formula used in the following tests reports. 2. tertek 18 Fastening for FA710T #10x1.5°Long #10x1.5"Long #10x0.75"Long Panel Dimensions 3. tnStuds and plywood sheathing or Furrings Panhead Screws Wood Screws Sheet Metal Screws Width Length Thickness Weight(max) supporting Nichlha Architectural Wall Panels Anchoring for Furring 11W Buiidex 3/16"dla IlW Buildex 3/16°dla shall conform to the Florida Building Code to Concrete Tapcon 1"EmbedmentTapcon 1'Embedment 17%" 119 t4e" %" 5.4 psf (including the HVHZ where required),and the Light-Weight CMU (1)at 4"o/c (2)at 9.5°0/0requirements of this Notice of Acceptance(See Medium-Weight CMU (1)at 7"o/c (2)at 12.5"o/c 455 mm 3030 mm 16 mm 26.4 kg/m' Note Sheet 5). 2000 psi Concrete (1)at 11.5"o/c (2)at 20.5"o/c 4. The assembly Installed as specified herein shall Design Pressure Rating -85 psf be classified as Large Missile Impact Resistant llll es, Face Fasten Panels at wall ends to Stud/Furring 1°from edge of panel 011e t0I Ft1SS,ls,i Face Fasten Panels at wall ends to Stud/Furring 1"from edge of panel and(1)10 mm spacers underneath panel ;�G1?-3.*E NSFNF`,90� and(1)10 mm spacers underneath panel No 7 07 ,.........4., 4. * •'....k; •* I Furring with Fastening to 1E1 III • 1."..3311. STATE OF ii4/� I• Concrete Wall ill IIII II.O.' O R\�p'('�.`� NOV 3 0 2019 '...S.... ..... • 3030 mm Panels with I I 3030 mm Panels with Studs116,0/c I (4)JEL778 clips par panel. 8" _• I— — I (4)JEL778 dips per panel. Funings 17 (.P-) _ Stud Wall YP•) o/c _ _ T JEL778 dips on Long Edge of I I JEL778 dips on Long Edge Panel Fastened to%"Plywood •I0. oT Panel Fastened to Furring C' 11 5°Max Panel o 5 •• J I. . o` Additional Furring for Starter 119—`Mex Panel Height(Typ.) -J Track fastened to concrete Height(Typ.) CSi I I _ _ n I with min.of two anchors J Starter Track(FA71OT)attached • 4_ _ _�_ i _•ti_ ® _ att each end and at 9"o/c Into _` i stud/slll piate/hottom track Starter Track(FA710T)attached I 178'Panel Length(Typ.) I 178 Panel Length(Typ.) at each end and Furring(9"o/c) Vertical Panels at Stud Wall Vertical Panels at Furring (Concrete Wall) _ IN °"¢ PEI 20180917 Prcdut Manufacturer: PEI Engineering Services,Inc. ""t 4 of 6 Architectural Wall Panel NICHIHA USA, Inc. 58640 State Road 15 rbc 4 6465 East Johns Crossing,Suite 250 Goshen,IN 46528 NICHIHA Fiber Cement Siding Phone:(574)533-0337 fiber cement ee'" Sept.26,2018 Johns Creek,GA 30097 FL COA 27447 Vertical Panels ARCHITECTURAL WALL PANEL INSTALLATION TO WOOD OR STEEL STUDS I 1 26"[660mm] • The panels shall be applied vertically commencing from the bottom course of 9'-11 5/16" �-I 114" I. i the wall starting at the left [3030mm] [8mm] - • 3030 mm Panel layout may be Stacked If supported by starter track at each 5/16° course. [8mm] 11/16° • 3030 mm Panels have shiptap Joints on long edges. 2 5116° [17.9mml • The panels sha8 be installed over is APA rated exterior-grade plywood ]57.75mm] C7 n n ? O n n (SG=0.42 min.)that are supported by studs spaced a maximum of 16°o.c. 13/16° I+ Starter track(FA710T)attached at each end and 9"o/c Into stud/sill [30mm] - 0 0 0 0 _ 5- -• �� U '—J I._-_J plate/bottom track as specified on Fastening/Anchoring Table on sheet 4. (15mm • The long edges of the panels shall be fastened using JEL778 clips and 4 13/16' II _ II {�3/8" fasteners per clip(-6"o/c vertically)as specified on Fastening/Anchoring Table [20mm]I I I Is•Srn+a1 JEL778 PANEL CUP on sheet 4. FA710T STARTER TRACK • (4)Clips with the 3030 mm Long Panels SHEET STEEL THICKNESS:%,"[12mm)] SHEET STEEL THICKNESS:Ys"[12mm] • Face fasten panels at each end of wail with(1)10mm spacer underneath W/GALVALUME COATING:Y64°[1.3mm] STEEL ANTI-CORROSION COATING:ZAM • 2x4 Wood Studs 16"o/c maximum with specific gravity of 0.42(widthdrawal) MINIMUM YIELD STRENGTH:27.5 KSI MINIMUM YIELD STRENGTH:27.5 KSI end fasten panel dips to sheathing MINIMUM TENSILE STRENGTH:50 KSI MINIMUM TENSILE STRENGTH:50 KSI • 2x6 Steel Stud 16°o/c maximum and fasten panel clips to sheathing • 18 Ga(0.0451")thickness&Fu=45 ksi&DPR=-85 psf Ilr • •Studs of typical light framing methods shall be In accordance with the Florida Building Code(High Velocity Hurricane Zone,where required). 2x4 Wood Stud or 2x6 • Steel Stud °Plywood Sheathing 'V PLYWOOD SHEATHING NOTE Architectural Wall Panels Installed In the vertical direction are designed to be Weather-Resistant Barrier Installed using JEL778 clips attached to plywood sheathing directly.Such plywood shall be Y."(5-ply)minimum,APA rated sheathing,Structural 1 grade. , Plywood may be omitted with hiring strips at 17-7/8"a/c attached toe concrete \ wall designed In accordance with the Florida BuBding Code(High Velocity • Hurricane Zone,where required). r Such plywood sheathing shall be supported by framing consisting of 2x wood • ' 1 I I I I 1 studs,or 18 Ga(0.0451°)steel studs,each at a maximum of 16"o/c(furring at 17-7/8"o/c)for-85 psf. Sheathing attachment and studs design shall be in MIMI - � L r = accordance with the Florida Building Code(High Velocity Hurricane Zone, where required). A • Architectural Wall Panel Fastened Sheathing to Studs per ( end/remove shiplap) Architectural Well Panel Florida Building Code Wall iiiiiii tri,,, — Fastened thing to 2x4 Wood Stud or per lorida Briilding Code Studs JEL778 Fastening 1p fastened/Anchoring Table onsheathsng per sheet 4 Fastening/Anchoring 12Start/End r scally end Table from edge 4 ��`,PP�:9O•...S`sN�11i�� Wall Start/End Edge FasteningperS•"••� 2x6 Steel Stud (4 per clip or-6"o/c vertically and G; F ,9 Fastening/Anchoring Table on sheet 4 17-7/8°o/c horizontally) PRODUCT REVISED No 71907 at 12"o/c vertically and 1"from edge lc: *Si %"Plywood Horizontal Section View Building Codewlth the Florida * Sheathing NOA-No. 18-0522.05 01 �� Fastened FA710T Starter Track per Table on Sheet 4 NOV 0 2010 I S t. STATE OF .Ly: (each and end 9'o/c Into stud/sill plate/bottom track) Expiration o to 06/01/2022 ,xs% S Op,:\�w� Weather-ResistantBarrier p Sheathing BY •-,;t�`Si••,O R l•,.��j,> Fastened to Studs i per Florida Building Code Clam a o Product Control 10epS�ONA]-tt��e {T /elttttlettt =j,� Architectural .,_11_; Wall Panel � PEI 20180917 ....x r�m,°a�w• NICHIHA USA, Inc. PEI Engineering Services,Inc. FA710T starter track s"•.' 5 of 6 Architectural Wall Panel 58640 State Road 15 rota"4 Fiber Cement Siding6465 East Johns Crossing,Suite 250 GasPhohes,IN 4528 533-0337 Detail-Starter Track at Bottom of Wall NICHIHAr e — Sept.26,2018 Johns Creek,GA 30097 FLCOA27447 • Vertical Panels ARCHITECTURAL WALL PANEL INSTALLATION TO CONCRETE • The panels shall be applied vertically commencing from the bottom course of the ` wallstarting at the left. V2"MIN. • 3030 mm Panel layout may be Stacked If supported by starter track at each DGE DIST. course. 2°MIN. • 3030 mm Panels have shiplap joints on long edges. EDGE DIST. H Weather-Resistant Ba er if • The panels shall be installed directly to 17-7/8"o/c furring anchored to concrete. required per Florida B Idin,Code Concrete • Starter track(FA710T)attached at each end and every furring strip as specified . 2x4 PT Wood Furring , I 2x4 PT on Fastening/Anchoring Table on sheet 4. ` / Wood Furring :•• The long edges of the panels shall be fastened using JEL778 dips and fasteners •••••••no ,Lm, // as specified on Fastening/Anchoring Table on sheet 4. (4)Clips with the 3030mm Long Panels Face fasten panels at each end of wall with(1)lomm spacer underneath WOOD FURRING •• Concrete Wall Fasten to furring strips:2x4 PT Wood or 087F125-43 Hat Channel _I_' • •Furring strips of typical light framing methods shall be In accordance with the .11.14 Florida Building Code(High Velocity Hurricane Zone,where required). \ I■ 311111 , Architectural Wal Panel AWP Side (cut end/remove shiplap) I H 1 114" H Wsin /EndEdge Fastening per + ilH Anchoring o}Fu ring at 17-7/8"o/c Fastt enningg/Anchoring Tableable an sheet 4 Architectural Wall Panel at 12°ole vertical and 1"from edge 7/8" horizontally and vertically per Y Fastening/Anchoring Table on sheet 4 Anchoring of Furring at 17-7/8"o/c Anchoring of Fusing at 17-7/8°o/c horizontally and T Wall Start/End Edge Fastening per horizontally and vertically per vertically per Fastening/Anchoring Table on sheet 4 r I 21/2° Fastening/Anchoring Table on sheet 4 FastenIng/Anchoring Table on sheet 4 r Concrete Side a 8 tened to t o/c vertically and 1"from edge cdEL776 clip o/c verticalll and furring7-7/8"a/c horizontally ` • � �.D r til FU$S�i��,' 087F125 13(A653,33 hal)Hat Channel Section Architectural Wall Panel P(-6" Y horizontally (cut end/remove shiplap) per Fastening/Anchoring Table on sheet 4 .OP�G E Ns'•••`,9'• 47 I No 71907 - PRODUCT REVISED 2"MIN. , �J 2"MIN. GA\.�¢ .dam- * * eS omvlyie8 wrN the Florida -I - F. 8.1`,71.1 todo NOA-No. 18-0522.05 EDGE DIST. • Weather-Rests t B:rrier l • riST. g fi-c. ' FsprnNon D o06101!2022 ,` �9t STATE OF ..:411/0� required per Flo da':.tiding Code 1`1®V o ti s '. Y All‘ Concrete 1...9(,.%A, O R l�P G�,,�� Canasta !Nam Pm uct ro I 'I_ '''i'S'O.At�' 2x4 PT Wood Fusing or _ _ 087F125-43 Hat Channel 087F125-43 �.I� 087 12' •_ � I. �1.I 087F125-43 Hat Channel Hat Channel Ha Ch. MI Architectural Wall Panel I_. _I- STEEL FURRING Weather-Resistant Barrier if req!red L- �_�■ ,-I ,per Florida Building •de Fastened FA710T Starter Track per Tabl:on Sheet 4 lac en d into Fu ng) Architectural Wall Panel Architectural Wall Panel (cut end/remove shiplap) (cut end/remove shlplap) Architectural i Wall Panel Wall Start/End Edge Fastening - , Wail Start/End Edge Fastening per per Fastening/Anchoring Table Minimum 2 anchors far Furring to Concrete Fastening/Anchoring Table on sheet 4 JEL778 clip fastened to furring with 4 fasteners per Anchoring of Furring at 17-7/8"o/c on sheet 4 at 12'o/c vertically per Fastening/Anchoring Table on sheet 4 , FA710T at 12°o/c vertically and 1°from edge clip(-6"o/c vertically and 17-7/8°o/c horizontally horizontally and vertically per and 1"from edge starter track per Fastening/Anchoring Table on sheet 4 FastenIng/Anchoring Table on sheet 4 Detail-Starter Track at Bottom of Wall Anchoring of Fusing at 17-78"o/c il% °"14PEI 20180917 P1o°"`t Manipa°"'°c PEI Engineering Services,Inc. horizontally and vertically per N I CH I HA USA, I nC. Fastening/Anchoring Tabl s„at e on sheet 4 6of6 Architectural Wall Panel 58640 State Road 15 "°"••"4 Fiber Cement Siding 6465 East Johns Crossing,Suite 250 Goshen,14) 532380337 NICHIHA fiber cement Sept.26,2018 Johns Creek, GA 30097 FLGOA 27447 n*011111ANTIMIONt rig Business 14 Professional Regulation . BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search d `I 11;"i[1c cli) Product Approval :f USER: Public User Product Adproval Menu > Prcduct or Application Search >Application List 11,0frCetrvie secHETAw .Search Criteria Refine Search Code Version 2017 FL# 12875 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure. ALL Other ALL Search Results - Applications FL# Type Manufacturer Validated By. Status FL12875-R5 Revision Nichiha Corporation William R. Heiden III, P.E. Approved " History_ Category: Panel Walls (574) 527-3717 Subcategory: Siding *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and./or the Commission if necessary. Eval tion Service CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6466 E Johns Crossing,Suite 260 Johns Creek,GA 30097 1.866.424.4421 www.nichiha.com ATTN: David Hohenstern The Product described below is hereby approved for evaluation in the next revision of the Pei Evaluation Service, LLC Product Directory. The approval is based on successful completion of testing with reporting to the Administrator of the testing results, accompanied by related drawings, by Progressive Engineering Inc. Third party evaluation services conducted by Pei Evaluation Service,LLC,A Third Party Accreditation Body. 1.The Product Evaluation below will be added to the next revision of the Pei Evaluation Service,LLC Directory. RECORD OF PRODUCT TESTING COMPANY Product SERIES MODEL&PRODUCT DESCRIPTION jl PRODUCT COMPLIANCE Category , Architectural Wall Panels(EX Series) i; Test Standards q {ASTM C1186 II 2008 VintageWoodTM CanyonBriok �_------__�' ----__--- 1'I EmpireBlookTM CinderBlook ii ASTM EM I; 2013(A) Panel Walls/ i� Illumination Series TuffBlook I} ASTM E330 11 2002 Nichiha USA,Inc I; Siding jl ArohiteoturalBlook RoughSawn I Sandstone RibbedNFPA 268 !I 2012 VintageBriok Savannah Smooth j! NFPA 285 2006(12) !I IndustrialBlook Sierra Premium Shake TAS 202&203 FBC 1620.2&1626 2.This Certification will expire January 31,2019 and requires validation until then by continued evaluation service in the Pei Evaluation Service Directory. 3. Product Tested by: Progressive Engineering Inc., Commercial Testing Laboratory, Southwest Research and Intertek 4. Product Reported by: Pei Evaluation Service,LLC 5.The product described is designed and manufactured to comply with the requirements of the 2017 Florida Building Code. See www.p-e-i.com/reports.html for the approved product installation guidelines as tested by Progressive Engineering Inc. Product certification compliance only pertains to the assemblies and actual material tested. Authorized for Certification Ad igA,1J & 1�t %).- ES Director of Pei Evaluation Service Dated:January 19,2018 58640 State Road 15-Goshen,IN 46528 Phone:574-533-0337-www.p-a-i.com Version 4.2 Page 1 0110 cation Service CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6466 E Johns Crossing,Suite 260 Johns Creek,GA 30097 1.866.424.4421 www.nichiha.com Compliance-Evidence Submitted 1.Test Reports for: a. Standard Test Method for Flat Non-Asbestos Fiber Cement Sheets for Type A Grade II products-ASTM C1186 b. Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls&Doors by Uniform Static Air Pressure Difference-ASTM E330 C. Standard Test Method for Surface Burning Characteristics of Building Materials -ASTM E84 D. Florida Building Code, TAS 201, TAS 202 &TAS 203-Impact Procedures, Testing Impact and Non-Impact Building Envelope Components Using Uniform Static Air Pressure and Cyclic Wind Pressure Loading. E. Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Accordance with NFPA 268, 2012 edition. F. Fire Performance Evaluation of a Wall Assembly Tested in Accordance with NFPA 285, 2012 edition. G. This certification affirms that the installation instructions referenced with this Certifcation were as tested in the noted test methods. 2. Quality Assurance: Progressive Engineering Inc. 3. Florida Building Code Statements This Certificate of Compliance is being issued Per Rule Chapter 61 G20-3 Section 61G20-3.005 of the Florida Department of Business& Professional Regulation. As the product certification entity,we certify that the product is in compliance with the requirements of the 2017 Florida Building Code. 4. Limits of Evaluation 1. These products shall be installed in accordance with the requirements of Nichiha's Installation Instructions. 2. This Product Evaluation Report(PER) does not address the capacity of the framing members, framing connections, structural and non-structural sheathing connections, or overall wall load carrying capacity. These items are outside the scope of this PER and fall under the responsibility of the registered design professional. 3.All openings must have appropriate flashing to prevent moisture penetration. 4. These products may only be installed on vertical walls and are not intended for use on roofing applications. 5.Architectural Wall Panels and Sierra Premium Shake must be stored in a covered area and kept dry. It must be stored flat and off the ground prior to installation. 6. Corrosion resistant fasteners such as stainless steel or hot-dipped galvanized screws must be used to fasten siding to the wall framing. Aluminum fasteners, staples, clipped head or T- head nails, or fasteners not rated or designed for intended use shall NOT be used. I/andnn 4 9- — --- — — — — -- - Pana 9.N UN 9j) :iIn Berke CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6466 E Johns Crossing,Suite 260 Johns Creek, GA 30097 1.866.424.4421 www.nichiha.com Compliance-Evidence Submitted 4. Limits of Evaluation cont. 7. For any gaps that require filling with a sealant, follow manufacturer's installation instructions. 8. When installed horizontally the top course of Architectural Wall Panels shall be face fastened using#8 buglehead screws or#7 buglehead trim/finish screws through the applicable shim to maintain the rainscreen gap between the panel and wall. Fasteners must be installed at each wall stud (wood or steel) based on the required spacing noted in the Table#7. A registered design professional shall specify adequate length of the fastener based on the wall/framing substrate and required fastener design load. 9. Independent product evaluator is not responsible for any product warranty, either expressed or implied. Independent product evaluator's liability shall not exceed the amount required to produce this report. 10. This product certification pertains only to the assemblies and actual materials tested. 6. Code Compliance Product meets the 2017 Florida Building Code for the standards evaluated. 6. Physical Properties-ASTM C1186 Architectural Wall Panel Physical Properties per ASTM C1186 Property Test Result Requirement Pass/Fail Linear Variation w/Change in 1.177% Report Value Pass Moisture Content% Moisture Content 7.10% Report Value Report Value Flexural Strength Equilibrium 1580 psi >1450 psi Pass Wet Saturated 1418 psi >1015 psi Water Tightness No drop formation No drop formation Pass observed observed FreezeIThaw Resistance Strength Retention, % 80.0% 80.0% Pass Observation No cracks or No cracks or Pass delaminations delaminations Warm Water Resistance Strength Retention, % 78.6% Report Value Report Value Observation No deleterious effects No deleterious effects Pass No signs of cracks, No visible cracks or Heat/Rain Resistance damage or structural Pass failure after 25 cycles structrual alteration *Table provided is based on information from PEI Tests Report 2015-475A-D. Version 9.2 Page 3 of 10 Evaluation arks CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6465 E Johns Crossing,Suite 260 Johns Creek,GA 30097 1.866.424.4421 www.nichiha.com Compliance-Evidence Submitted 6. Physical Properties-ASTM C1186 continued Sierra Premium Shake&Savannah Smooth Physical Properties per ASTM C1186 Property Test Result Requirement Pass/Fail Linear Variation w/Change in 0.055% Report Value Pass Moisture Content Moisture Content 5.25% Report Value Report Value Flexural Strength Equilibrium 1668 psi >1450 psi Pass Wet Saturated 1497 psi >1015 psi Water Tightness No drop formation No drop formation Pass observed observed Freeze/Thaw Resistance Strength Retention, % 81.0% 80.0% Pass Observation No cracks or No cracks or delaminations delaminations Pass Warm Water Resistance Strength Retention, % 70.1% Report Value Pass Observation No deleterious effects No deleterious effects Pass No signs of cracks, No visible cracks or Heat/Rain Resistance damage or structural Pass structrual alteration failure after 25 cycles *Table provided is based on information from PEI Tests Report 2016-1872G _J/aPsinn4-2------------------------- -- Panndn/N►1 Evaluation CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6466 E Johns Crossing,Suite 260 Johns Creek,GA 30097 1.866.424.4421 www.nichiha.com Compliance-Evidence Submitted 7. Performance Property Testing Values-ASTM E330 Performance Property Testing Values-ASTM E330 Nominal • Required Fastener Panel Panel Required Clip Maximum Clip/Fastener Average Allowable Withdrawal Thickness Orientation Tested Framing Material System'' Spacing(In)' Load(PSF)' Capacity (in) (lbs.)t'2 18-ga Steel Studs JEL777 16 58.4 146.2 16-ga Steel Studs 16 89.5 223.8 Horizontal 18-ga Steel Studs 16 58.0 145.1 16-ga Steel Studs JEL778 16 72.6 181.5 2x6 Douglas Fir Studs 16 63.6 158.9 JEL777 4 equally spaced clips 41.4 45.4 5/8 7/16"APA Rated OSB JEL778 4 equally spaced clips 57.6 63.0 Vertical 18-ga Steel Studs @ 18"o.c. JEL777 4 equally spaced clips 59.2 64.8 161a Steel studs-18"o.c., JEL778 4 equally spaced clips 92.9 101.6 5/8"Glass Mat Sheathing 2x6 Douglas Fir Studs 3/4" JEL778 4 equally spaced clips 89.5 97.9 APA Plywood 3/4 Horizontal 18-ga Steel Studs JEL787 16 58.5 146.2 JEL788 16 58.0 145.1 718 Horizontal 18-ga Steel Studs JEL787 16 58.5 146.2 JEL788 16 58.0 145.1 1.The required fastener withdrawal capacity is based upon 18-inch deep panels and the corresponding clip/fastener spacing. The calculated value indicates the fastener withdrawal capacity required to ensure the full siding capacity is utilized. Any fastener to frame/sheathing combination that meets the required fastener withdrawal capacity,has a minimum head diameter of 0.375-in,and has a minimum shank diameter of 0.134-in may be used to anchor the clip system to the wall. 2.The required fastener withdrawal capacity may be reduced by the ratio of the Actual Design Pressure to the Allowable Design Pressure: Reduced Required Required Withdrawal x Actual Design Pressure Withdrawal Capacity Capacity (from Table 2) Allowable Design Pressure 3.Refer to Figure 1 through Figure 1 for Nichiha Clip System Details. 4.Vertical panel installation is valid for 119-5116°(3030-mm)VintageWood',RoughSawnT',EmpireBlock'"',IndustrialBlockn"&Ribbed &Illumination products only. 5.Refer to Nichiha Installation Guidelines for proper installation procedure. 6.Values for horizontal clip spacing are based on a minimum of 2 fasteners per clip.Values for Vertical clip spacing are based on a minimum of 4 fasteners per clip. *Table provided is based on information from PEI Test Reports 2013-1418A,2013-1418B,2014-1543D,2017-6082A-D. Version 4.2 Page 5(0 10! Evalication "'- CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6465 E Johns Crossing,Suite 260 Johns Creek,GA 30097 1.866.424.4421 www.nichiha.com Compliance-Evidence Submitted 8.Clip System Requirements Table 4:Clip System Summar9r1'2 Nominal Panel Panel a Rainscreen Starter Panel Clip Thickness(in) Orientation Clip System Gap(mm) Track3 Part No. Material3 Thickness Horizontal JEL777 Steel Clip 10 FA 700 JEL 777 AISI/SAE 1015 .033" 5/8 JEL778 Steel Clip 10 FA700US JEL778 AISI/SAE 1015 .047" Vertical JEL777 Steel Clip 10 FA710T JEL777 AISI/SAE 1015 .033" JEL778 Steel Clip 10 FA710T JEL778 AISI/SAE 1015 .047" 3/4 Horizontal JEL787 Steel Clip 10 • FA 700 JEL 787 AISI/SAE 1015 .047" JEL788 Steel Clip 10 FA700 JEL788 AISI/SAE 1015 .047" 7/8 Horizontal JEL787 Steel Clip 10 FA700 JEL787 AISI/SAE 1015 .047" JEL788 Steel Clip 10 FA 700 JEL 788 AISI/SAE 1015 .047" Notes: 1. Clip systems shall be used with the corresponding panel thickness and orientation as shown in Table 7. 2. Fasteners must have a minimum head diameter of 0.375-in,minimum shank diameter of 0.134-in.For Withdrawal values please reference http://www.p-e-i.com/documents/ArchitecturalWallPanels.pdf. 3. All starter tracks and panel clips are manufactured using AISI/SAE 1015(or better)steel with a minimum yield strength of 27,500 psi and minimum tensile strength of 50,000 psi. 4.The starter track steel has a galvalume coating. 5.The panel clip steel has a ZAM coating consisting of zinc,aluminum and magnesium 6. Table provided is based on information from PEI Test Report 2013-1418B,2013-1418B,2014-1543D,2017-6072A-D. 9.Track and Clip Details Figure 1. Panel Clip Detail 26" h-+ [660mm] n fi r m n n n n n fi r m n n n n n n n n JEL777/787 & JEL778/788 STEEL PANEL CLIP 3/8" 1/4" [10mm] [6mm] 1 1 2 1/4" I 2 1/4" [57mm] [57mm] JEL777/787 JEL778/788 _ _ VaerinnA9 =_ . �s ' tion enice ''- CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6466 E Johns Crossing, Suite 260 Johns Creek,GA 30097 www.nichiha.com 1.866.424.4421 Compliance-Evidence Submitted 9.Track and Clip Details continued. Figure 2.Sealant Backer Details -� - 10mm [-3/8"] 15mm _ [-9/16"] 15mm [--9/16"] 20mm I [--13/16"] Double Flange Sealant Backer Single Flange Sealant Backer Figure No.3 Starter Track Details 5/16" 10'-0" [8mm] [3030mm] 1 3/16 [30mm] FA700 10MM STARTER TRACK 3.030mm 30mm [10 feet nominal] [1-3/161 20mm [13/161 FA710T VERTICAL STARTER TRACK- 10MM Figure No.4 Corrugated Shim Details H 2 IIIIIII UIIIIIIIIII[Ii [--1/8" 1 47-1/4" ---I 2/5" _I f 2 -'l tl i 2/5" 47-1/4" 5/16"---1 i 10mm Shim(FS1010)(Plastic) 5mm Shim(FS1005) __-1/aacinnd9 - _ _- -- -- _-- _ -- __ _ Dana 7A1/1. %, Evaluation Service CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6465 E Johns Crossing,Suite 260 Johns Creek,GA 30097 www.nichiha.com 1.866.424.4421 Compliance-Evidence Submitted 10. NFPA 268-Ignitibility of Exterior Wall Assemblies The Fieldstone Assembly was exposed to a minimum radiant heat flux of 12.5 kW/m2±5% in the presence of a pilot ignition source for a 20-minute period and did not exhibit sustained flaming therefore meeting the acceptance criteria described in NFPA 268. 11. NFPA 285-Fire Propagation The wall assembly met the acceptance criteria given in the NFPA 285 standard. - No vertical flame propagation to 10'above the top of the window. - No lateral flame propagation to 5'feet above the centerline of the window. - Surface temperature readings did not exceed 1000°F at any time. - Temperatures in the air cavity did not exceed 1000°F at any time. - Flame propagation did not occur in the second floor test room at any time, nor did temperatures exceed 500°F at any time. 12.TAS 202/203-Impact&Non-Impact&Cyclic Testing Panel Information Framing Fasteners Design ure- P Product Panel Thickness Width Length Stud Stud Starter Wall Clip Fastener SpacingalongPros!Neg ID Orientation Spacing Type Track Substrate studs (PSF) 5/8" 18" 72" 16"o.c. Wood FA700 5/8" JEL778/ #10 X 1-1/4" 16"o.c. 95 psf AWP EX Horizontal Plywood JEL788 PH Screw Series 5/8" JEL778/ #10 X 1-1/4" 5/8" 18 120" 16"o.c. Wood FA700 Plywood JEL788 PH Screw 16"o.c. 95 psf AWP Vertical 5/8" 18" 120" 16"o.c. Wood FA710T JEL778/ #10 X 1-114" 16"o.c. 85 psf Series Plywood JEL788 PH Screw *Table provided is based on information from intertek Report H7494.01-550-18-R0/H7494.02-550-18 RO. Test Standard Test Description Summary TAS-202-94 Criteria for Testing Impact and Non-Impact Resistant Building Passed Enveloped Components Using Uniform Static Air Pressure TAS 203-94 Criteria for testing products subject to Cyclic Wind Pressure Passed • Version 4.2 Page 8 of 10 %.,(:" Service CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6465 E Johns Crossing,Suite 260 Johns Creek,GA 30097 www.nichiha.com 1.866.424.4421 Compliance-Evidence Submitted 13.Sierra Premium Shake Allowable Transverse Wind Pressures Table 7:Allowable Transverse Wind Pressures for Sierra PremiumTM'Shake1'43 Material Blind or Maximum Allowable Configuration and Face Fastener Type/Size Fastener Design Pressure Details Spacing4 Fastened Ends Field Spacing(in) (psf)5 9"Sierra PremiumT°' #8-18 x 1-5/8"wafer head w/ Shake Douglas Fir Nibs#2,fine thread, 6d x 2"Ring Shank Coil Screws at corners and 16"o.c. Blind ClimacoatT°°,S-12®Point, Nails 16 24.0 6d siding nails 16"o.c. Rock-On TM Cement Board Screws 9"Sierra Premiumm #8-18 x 1-5/8"wafer head w/Nibs#2,fine thread, Shake Douglas Fir Blind ClimacoatTM',S-12®Point,Rock-0nTM Cement Board 16 49.4 Screws at 16"o.c. 16"o.c. Screws 9"Sierra PremiumT"' #8-18 x 1-5/8"wafer head w/ Nibs#2,fine thread, Shake Douglas Fir Blind Climacoatim,S-12®Point, 1-3/4"Roofing Coil Nails 8 41.8 Screws at corners and 16"o.c. Rock-Onm'Cement Board roofing nails 8"o.c. Screws • 9"Sierra Premium7' Douglas Fir #8-18 x 1-5/8"wafer head w/Nibs#2,fine thread, Shake 16"o.c. Blind ClimacoatTA°,S-12®Point,Rods-0nm'Cement Board 8 82.6 Screws at 8"o.c. Screws 9"Sierra Premium'"" Douglas Fir #7 x 2-1/4"PrimeGuard Trim Head Stainless Steel Shake 16"o c Face Trim/Finish Screw w/Type 17 Point 16 179.1 Screws at 16"o.c. Notes: 1. Nichiha Sierra PremiumTM Shake fiber cement siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 3.Nichiha Sierra PremiumTm Shake siding must be installed over an APA Rated 7/16"OSB or Plywood. 4.Framing,bracing,and the attachment of the OSB or Plywood are beyond the scope of this evaluation report. 5.Allowable design pressure values have been adjusted based on a 2.0 Safety Factor. 6.Reference Nichiha Installation Guidelines for proper installation procedure. 7.Fasten board ends with the#8 screw,one inch from vertical edges. - --- ---- - --- ----- I/aacinn,d 9._-. ._ __ __ _ __ _ __ __ .- _ _ __ Pana 0.n!f/1. %) Evaluation Service CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Nichiha Corporation 6466 E Johns Crossing,Suite 260 Johns Creek,GA 30097 www.nichiha.com 1.866.424.4421 Compliance-Evidence Submitted 14.Sierra Premium Shake TAS 202/TAS 203 Testing Panel Information Framing Fasteners Design Product Panel Stud Stud Wall Spaoing along Pressure- ID Orientation Thickness Width Length Spaoing Type Substrate Fastener studs Pos/Neg (PSF) 1/2" 9" 48" 16"o.c. Wood 5/8"Plywood 7 X 2-1/4" 16"o.c.(Blind) 55 psf Sierra Horizontal Premium 1/2" 9" 48" 16"o.c. Wood 5/8"Plywood 7 X 2-1/4" 16"o.c.(Face) 110 psf 'Table provided Is based on information from PEI Tests Report 2016-1872(H) Test Standard Test Description Summary TAS-202-94 Criteria for Testing Impact and Non-Impact Resistant Building Passed Enveloped Components Using Uniform Static Air Pressure TAS 203-94 Criteria for testing products subject to Cyclic Wind Pressure Passed 12. Identification 1. Nichiha brand name and type 2. Nichiha's name and address *Fa jiy,) FS Pe1ES 3. Date code stamp 4. PER Number& Pei ES Name or Logo Version 4.2 Page 10 of 10! ir.mti,, EvabiallonService® ______) PER-14088 Pe!Evaluation Service is an accredited ISO Standard 17065 Product Certifier, accredited by the IAS.This Product Evaluation Report represents a product that Initial Approval Re-Approved Pe! ES has Evaluated and this product has a Follow-up Service / Inspection December,2015 December,2017 Agreement. This Product Evaluation Report in no way implies warranty for this product or relieves NICHIHA USA INC of their liabilities for this product.This PER is See all Pei ES Listings at:www.p-e-i.com an official document if it is within one year of the initial or re-approval date. Report Owner Approved Manufacturing Locations Nichiha USA Inc. Architectural Wall Panels 6465 E.Johns Crossing Suite 250 G Nichiha Corporation-Iwaki Facility Takahagi Nichiha Co.,Ltd.Japan-Takahagi Facility 399-8 Ohtsurugi,Shimokawa,Izumimachi 160-1 Akahama Johns Creek,GA 30097 Maki,Fukushimai 971-8183 Japan Takahagi Ibaragi 318-0001 Japan Nichiha Corporation Japan-Shimonoseki Facility Nichiha Decoration BM Co.Ltd. Products 1-1-1 Koyagawa 1-1-2 Shimonoseki No. 321 WaTrack) Architectural Wall Panels No. Wa Shan1 Road Yamaguchi 750-112 Japan Jiaxing,China 314201 ArchitecturalBlockTM High Gloss Nichiha Matex Co.,Ltd.-Narashino Facility Nichiha Matex-Kinuura Facility CanyonBrickTM Ribbed TM ii 6-18-1 Higashinarashino 2-10 Sunosaki-chou Narashino,Chiba 275-0001 Japan Handa-shi,Aichiken 475-0021 Japan CinderBlockTM RoughSawnTM EmpireBlockTm SandStoneTM Sierra Premium Shake&Savannah Smooth Illumination Series TuffBlockTm Pending Update to Inspection Program IndustrialBlockTM VintageBrickTM PlymouthBrickTM VintageWood TM Evaluation Report Information http://www.nichiha.com/ Sierra Premium"A Shake i Nichiha USA Inc. contact: David Hohenstern Savannah Smooth i dhohenstern@nichiha.com General Details Nichiha Sierra Premium Shake, Savannah Smooth, and Architectural Wall Panels (All styles listed above)fiber cement siding products are manufactured at the plant locations listed above. Each plant location has an approved Q.C. Manual to manufacture these products and is audited biannually by Progressive Engineering Inc. Nichiha Fiber-Cement Siding Products are fiber cement based cladding products used for exterior cladding. All Sierra Premium Shake and Architectural Wall Panels have a Class A flame spread and smoke development rating when tested in accordance with ASTM E84. Nichiha Architectural Wall Panels, Savannah Smooth, and Sierra Premium Shake fiber cement siding products have been tested and evaluated for wind resistance, water penetration, and surface burning characteristics to meet design requirements of the codes listed under the Code Compliance section of this PER. Product Description Architectural Wall Panels are a fiber cement siding used as exterior cladding installed over braced wood or steel stud applications and APA Rated 7/16"(minimum)sheathing including plywood or OSB, plastic foam, or fiberboard. Panels may also be installed over Structural Insulated Panels (SIPS), Concrete Masonry Units (CMUs), and Concrete Block Structures (CBSs) with furring strips. Installations over Pre-Engineered Metal Buildings (PEMB) as described in Figure 5 and Figure 6 have also been approved under the scope of this PER. Architectural Wall Panels styles are described below and on Page 2 of this evaluation report. May be Installed in Both Horizontal&Vertical Orientations EmpireBlock Panels have a manufactured dimension of 18-in(455-mm)wide by 119-5/16"(3030-mm)long with a 5/8-in (16-mm) thickness. These panels are finished in a single color/style without a specified color distinction listed in product literature. Illumination Series Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm)thickness. These panels have a smooth satin finish with a designer-specified custom color. IndustrialBlock Panels have a manufactured dimension of 18-in (455-mm)wide by 119-5/16" (3030-mm) long with a 5/8-in (16- mm)thickness. These panels are finished in a single color/style without a specified color distinction listed in product literature. Ribbed Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in two color/style options: Mother of Pearl and Gunsmoke. RoughSawn Panels have a manufactured dimension of 18-in (455-mm)wide by 119-5/16"(3030-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in three color/style options: Expresso,Tobacco,and Smoke. VintageWood Panels have a manufactured dimension of 18-in (455-mm) wide by 119-5/16" (3030-mm) long with a 5/8-in (16- mm)thickness. These panels are finished in four color/style options: Bark, Cedar, Redwood,and Ash. Page 1 of 13 PER-14088 May be Installed in Horizontal Orientation Only ArchitecturalBlock Series Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 5/8-in(16-mm)thickness. These panels are finished in three color options: Gray, Mocha,and Tuscan. CanyonBrick Panels have a manufactured dimension of 18-in (455-mm)wide by 71-9/16" (1818-mm) long with a 5/8-in (16-mm) thickness. These panels are finished in one color/style options: Shale Brown. CinderBlock Panels have a manufactured dimension of 18-in (455-mm)wide by 71-9/16" (1818-mm) long with a 7/8-in (21-mm) thickness. These panels are finished in two color/style options: Gray and Brown. Illumination Series Panels have a manufactured dimension of 18-in (455-mm)wide by 71-9/16"(1818-mm)long with a 5/8-in (16- mm)thickness. These panels have a smooth satin finish with a designer-specified custom color. PlymouthBrick Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 5/8-in (16- mm)thickness. These panels are finished in a single color/style option called Crimson. High Gloss Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 5/8-in (16-mm) thickness. These panels have a smooth,high gloss finish and are available in four colors:Snow,Glacier,and Onyx. SandStone Panels have a manufactured dimension of 18-in (455-mm) wide by 71-9/16" (1818-mm) long with a 3/4-in (18-mm) thickness. These panels are finished in three color/style options:Autumn Brown, Desert Beige,and Gentle Gray. TuffBlock Series Panels have a manufactured dimension of 18-in (455-mm)wide by 71-9/16" (1818-mm) long with a 5/8-in (16- mm)thickness. These panels are finished in four color options:Steel, Bamboo,Walnut,and Pewter. VintageBrick Panels have a manufactured dimension of 18-in (455-mm)wide by 71-9/16" (1818-mm) long with a 3/4-in (18-mm) thickness. These panels are finished in two color/style options:Alexandria Buff and White Wash. Sierra Premium Shake boards are a fiber cement siding used as exterior cladding product installed over vertical wood stud framing and minimum 7/16 Performance Category APA Rated OSB or Plywood. The shake siding product must be installed horizontally. Shake siding boards come either Primed or in four(4)color options, Maple,Charcoal, Smoke and Mahogany. Boards have a manufactured dimension of 8-7/8-in (225.4-mm)wide by 112-in(2845-mm)long with a 1/2-in (12-mm)thickness. Savannah Smooth boards are a fiber cement siding used as exterior cladding product installed over vertical wood stud framing and minimum 7/16 Performance Category APA Rated OSB or Plywood. The lap siding product must be installed horizontally. Boards are manufactured with a primed finish and the following dimensional options: Available Widths: 6-1/4"(158.75-mm),7-1/4"(186-mm), and 8-1/4"(209.55-mm) Available Length: 9'-4"(2865-mm) Thickness: 1/2"(12-mm) Building Code Compliance 2012&2015 International Residential Code 2012&2015 International Building Code Section R104.11 Section R104.11.1 Section 1403.2 Section 1404.10 Section 1405.2 Table R301.2(2) Table R301.2(3) Section 1405.16 Section 1405.17 Section R703.2 Section R703.10.1 • Architectural Wall Panels have allowable wind design pressures as outlined in Table 2. It is the responsibility of the design professional of record to verify that this pressure is sufficient to meet the wind load design criteria of the applicable building code for each project where these products are used. • Sierra Premium Shake and Savannah Smooth have allowable wind design pressures as outlined in Table 7. It is the responsibility of the design professional of record to verify that this pressure is sufficient to meet the wind load design criteria of the applicable building code for each project where these products are used. • Surface Burning Characteristics in accordance with ASTM E84-09(2012 IBC/IRC)and ASTM E 84-2013a(2015 IBC/IRC): Architectural Wall Panels: Flame Spread 0/Smoke Development 0 Sierra Premium Shake&Savannah Smooth: Flame Spread 0/Smoke Development 5 • Meets or exceeds the 2012 & 2015 IBC/IRC wind pressure requirements when tested in accordance with ASTM E 330-02 Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference. •Meets or exceeds the requirements of ASTM C 1186 Standard Test Method for Flat Non-Asbestos Fiber Cement Sheets for Type A Grade II products. • Meets or exceeds the requirements of ICC-ES AC90 Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding, compliance to Sections 3.1. • Less than 5m flame spread above opening and heat flux less than 35 kW/m2 at 3.5m above opening when tested in accordance with CAN-ULC S134. Page 2 of 13 PER-1 4088 General Product Usage and Limitations 1.These products shall be installed in accordance with the requirements of Nichiha's Installation Instructions. 2. This Product Evaluation Report (PER) does not address the capacity of the framing members, framing connections, structural and non-structural sheathing connections, or overall wall load carrying capacity. These items are outside the scope of this PER and fall under the responsibility of the registered design professional. (Exception: Special cases where panels are installed over PEMB metal siding have been evaluated and are summarized in Figure 5 and Figure 6) 3.Weather resistive barriers shall be used in accordance with IBC Section 1403.2 and IRC Section R703.2. 4.All openings must have appropriate flashing to prevent moisture penetration. 5.These products may only be installed on vertical walls and are not intended for use on roofing applications. 6.Architectural Wall Panels and Sierra Premium Shake must be stored in a covered area and kept dry. Material must be stored flat and off the ground prior to installation. 7. Corrosion resistant fasteners such as stainless steel or hot-dipped galvanized screws must be used to fasten siding to the wall framing. Aluminum fasteners, staples, clipped head or T-head nails, or fasteners not rated or designed for intended use shall NOT be used. 8. For any gaps that require filling with a sealant,follow manufacturer's installation instructions. 9.When installed horizontally the top course of Architectural Wall Panels shall be face fastened using a#8 buglehead screw or #7 buglehead trim/finish screw through the applicable shim to maintain the rainscreen gap between the panel and wall. Fasteners must be installed at each wall stud(wood or steel) based on the required spacing in Table 2. A registered design professional shall specify an adequate length of fastener based upon the wall/framing substrate and required fastener design load. Tables&Figures Table 1a:Architectural Wall Panel Physical Properties per ASTM C1186 Property Test Result Requirement Pass/Fail Linear Variation w/Change in o Moisture Content% 1.177/o Report Value Report Value Moisture Content% 7.10% Report Value Report Value Flexural Strength Equilibrium 1580 psi 1450 psi Pass Wet Saturated 1418 psi 1015 psi Pass Water Tightness No drop formation No drop formation Pass observed Freeze/Thaw Resistance Strength Retention,% 80.0% 80.0% Pass Observation No cracks or delaminations No cracks or delaminations Pass Warm Water Resistance Strength Retention, % 78.6% Report Value Report Value Observation No deleterious effects No deleterious effects Pass No signs of cracks, No visible cracks or Heat/Rain Resistance damage or structural structrual alteration Pass failure after 25 cycles Table lb: Sierra Premium Shake&Savannah Smooth Physical Properties per ASTM C1186 Property Test Result Requirement Pass/Fail Linear Variation w/Change in ° Moisture Content% 0.055/o Report Value Report Value Moisture Content% 5.25% Report Value Report Value Flexural Strength Equilibrium 1668 psi 1450 psi Pass Wet Saturated 1497 psi 1015 psi Pass Water Tightness No drop formation No drop formation Pass observed Freeze/Thaw Resistance Strength Retention,% 81.0% 80.0% Pass Observation No cracks or delaminations No cracks or delaminations Pass Warm Water Resistance Strength Retention,% 70.1% Report Value Report Value Observation No deleterious effects No deleterious effects Pass No signs of cracks, No visible cracks or Heat/Rain Resistance damage or structural Pass failure after 25 cycles structrual alteration Page 3 of 13 e PER-14088 Table 2:Allowable Transverse Wind Pressures for Architectural Wall Panels5,6 Nominal Panel Panel Tested Framing Required Clip Minimum Clip Allowable Required Fastener Thickness Orientation Material System3'4 Fasteners into Design Pressure Withdrawal Capacity (in) Framing (Pe) (lbs) JEL777 Steel Clip 12 in spacing 58.5 117.0 18-ga Steel Studs 16 in spacing 58.5 146.2 Horizontal JEL778 Steel Clip 16 in spacing 58.0 145.1 16-ga Steel Studs JEL778 Steel Clip 16 in spacing 72.6 181.5 2x6 D.F. Studs JEL778 Steel Clip 16 in spacing 63.6 158.9 7/16"APA Rated JEL777 Steel Clip 4 equally spaced 41.5 45.4 5/8 OSB JEL778 Steel Clip Screws per Clip 57.6 63.0 18-ga Steel Studs- JEL777 Steel Clip 4 equally spaced 59.2 64.8 18"o.c. Screws per Clip Vertical 16-ga Steel Studs- 18"o.c.-5/8"Glass- JEL778 Steel Clip 4 equally spaced 92.9 101.6 Mat Sheathing Screws per Clip 2x6 D.F. Studs JEL778 Steel Clip 4 equally spaced 89.5 97.9 3/4"APA Plywood Screws per Clip JEL787 Steel Clip 12 in spacing 58.5 117.0 3/4 Horizontal 18-ga Steel Studs 16 in spacing 58.5 146.2 JEL788 Steel Clip 16 in spacing 58.0 145.1 JEL787 Steel Clip 12 in spacing 58.5 117.0 7/8 Horizontal 18-ga Steel Studs 16 in spacing 58.5 146.2 JEL788 Steel Clip 16 in spacing 58.0 145.1 Notes: 1.The required fastener withdrawal capacity is based upon 18-inch deep panels and the corresponding clip/fastener spacing. The calculated value indicates the fastener withdrawal capacity required to ensure the full siding capacity is utilized. Any fastener to frame/sheathing combination that meets the required fastener withdrawal capacity,has a minimum head diameter of 0.375-in,and has a minimum shank diameter of 0.134-in may be used to anchor the clip system to the wall. 2.The required fastener withdrawal capacity may be reduced by the ratio of the Actual Design Pressure to the Allowable Design Pressure: Reduced Required Withdrawal _ Required Withdrawal Capacity x Actual Design Pressure Capacity (from Table 2) Allowable Design Pressure 3.Refer to Table 3 for Niohiha Clip System Descriptions. 4.Refer to Fig.1 through Fig.11 for Niohiha Clip System Details. 5.Vertical panel installation is valid for 119-5/16"(3030-mm)VintageWood,RoughSawn,EmpireBlook,IndustrialBlook,Ribbed,&Illumination products only. 6.Reference Niohiha Installation Guidelines for.proper installation procedure. 7.Values for the horizontal clip spacing are based on a minimum of 2 fasteners per clip. Values for vertical clip spacing are based on minimum of 4 fasteners per clip. Table 3: Clip System Summary1,2 Nominal Panel Panel 4 Rainscreen 3 Panel Clip Thickness(in) Orientation Clip System Gap(mm) Starter Track 3 Minimum Part No. Material Thickness Horizontal JEL777 Steel Clip 10 FA 700 JEL777 AISI/SAE 1015 .033" 5/8 JEL778 Steel Clip 10 FA700US JEL778 AISI/SAE 1015 .047" Vertical JEL777 Steel Clip 10 FA 710T JEL777 AISI/SAE 1015 .033" JEL778 Steel Clip 10 FA7000S JEL778 AISI/SAE 1015 .047" 3/4 Horizontal JEL787 Steel Clip 10 FA 700 JEL787 AISI/SAE 1015 .033" Horizontal JEL788 Steel Clip 10 FA 700 JEL788 AISI/SAE 1015 .047" 7/8 Horizontal JEL787 Steel Clip 10 FA 700 JEL787 AISI/SAE 1015 .033" Horizontal JEL788 Steel Clip 10 FA 700 JEL787 AISI/SAE 1015 .047" Notes: 1. Clip systems shall be used with the corresponding panel thickness and orientation shown in Table 2 of this PER. 2. Fasteners must have a minimum head diameter of 0.375-in,minimum shank diameter of 0.134-in,and be capable of resisting the withdrawal requirements indicated in Table 2 of this PER. 3. All starter tracks and panel clips are manufactured using AISI/SAE 1015 (or better) steel with a minimum yield strength of 27,500 psi and minimum tensile strength of 50,000 psi. 4.The starter track steel has a Galvalume coating 5.The panel clip steel has a ZAM®coating consisting of zinc,aluminum&magnesium. Page 4 of 13 PER-1 4088 • Table 4-Wind Speed Summary Table for Pre-Engineered Metal Building (PEMB) Installationl,4,s,7 ASCE 7-05 Basic Wind ASCE 7-10 Ultimate Wind Steel Siding Adjusted Allowable Adjusted Load per Building 2 3 Thickness Design Pressures(psf) Fastener(lbs) Height(ft) Speed-3s Gust (mph) Speed(3s Gush (mph) Exp B Exp C Exp D Exp B Exp C Exp D 15 114 104 94 147 134 122 20 114 101 92 147 130 119 24ga 25 114 99 90 147 127 117 (0.0223") -31.41 75.57 30 114 97 89 147 125 115 40 110 94 87 142 , 121 112 50 106 92 -- 137 118 -- 60 104 90 — 134 116 — 15 128 116 105 165 150 136 20 128 113 103 165 145 133 22ga 25 128 110 101 165 142 130 (0.0286") -39.29 94.54 30 128 108 99 165 139 128 40 123 105 97 158 135 125 50 119 102 95 153 132 122 60 116 101 93 150 130 121 4 Notes: 1. Nichiha Architectural Wall Panels may only be installed on vertical walls and tabulated values are only valid for PEMB installations over 22ga or 24ga 50ksi steel siding with#10-16 x 1"Pan Head S/D Screws and JEL 777,778,787&788 Steel Clips. Fasteners shall be installed at each steel siding rib not to exceed 12"on center. 2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient (GCpi)equal to±0.18, and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3. ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor(KO equal to 0.85,an internal pressure coefficient(GCpi)equal to±0.18, and an external pressure coefficient(GCp) equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5. Allowable design pressures have been adjusted based upon the listed/calculated allowable withdrawal capacity of the tested fastener. 6. Framing and bracing are beyond the scope of this evaluation report. 7. Deflection of the metal siding shall not exceed the limit of U120. I i 66rn-f JEL777/787 & JEL778/788 STEEL PANEL CLIP 3/8" 1/4" (10mm] [6mm][6 II I--- 2 1/4" Ir2 1/4" i 1 [57mm) ,r [57mm]_t_— r JEL777/787 JEL778/788 Figure 1 -Panel Clip Details 1--.- 10mm [-3/8"] 15mm I [-9/16"] 15mm [ 9/16"] 20mm l r [13/16"] —1-- 1_ I Double Flange Sealant Backer Single Flange Sealant Backer Figure 2 -Sealant Backer Details Page 5 of 13 PER-14088 5/16" 10'-0" [8mm] [3030mm] 0 1 3/16" 4 [30mm] FA700 10MM STARTER TRACK 3,030mm 30mm [10 feet nominal] [1-3/16"] rio 0 0 o e a e o a o 0 0 0 o e e o a 20mm [13/16"] FA710T VERTICAL STARTER TRACK - 10MM Figure 3 -Starter Track Details I-2" llllllllllllllllllllll 1 1/8" 1/5"J 47-1/4" 2" �J 1 2/5" 47-1/4" 5/16"--I �-- 10mm Shim (FSI010) (Plastic) 5mm Shim (FS1005) Figure 4-Corrugated Shim Details Page 6 of 13 PER-14088 NK¢3P- O —r-1—0—r---,==r--,_O r_ 1— —1� — —l ——f 1�—, —-- 1—— 0 —0 0 1 0 0 0 O �NQW VT31 CpC,/ / \ '`NQ-u Rae TASZTIt �W:,c uevSQ�O lC,—/ 1 '-0" Figure 5 -Typical Installation Over PEMB Metal R-Panel • \SN'''' N\ R-PANEL INSTALLATION J •• \\� NICHIHA PANEL 3 a ci . . NICHIHA ULTIMATE CLIP ..;7,— FASTENED @1.2"O-C. INSULATION — N I • 1, _" PEMS PANEL-WALL SECTION Figure 6 -Typical PEMB Panel Wall Section Page 7 of 13 e S PER-14088 4 Table 6-Design Loads for Negative Transverse Wind Load(Sierra Premium Shake&Savannah Smooth)1'5'8 Effective Fastener ASCE 7-05 Basic Wind ASCE 7-10 Ultimate Siding Siding Spacing Adjusted Building Speed(3s Gust)3 Wind Speed(3s Gust)4 SidingType Fastener Fastener Face/ Framing yp g g Blind Type Allowable Height (Comer) (Field) Horizontal Pressure(psf)7 (ft) (in) Vertical(in) Exp B Exp C Exp D Exp B Exp C Exp D 15 100 91 — 129 117 106 6d Ring 20 100 88 — 129 114 104 #8-18 Shank Douglas Fir 25 100 86 — 129 111 102 Wafer Head Double HD Blind 16 8.875 at 16"O.C.& -24.0 30 100 -- — 129 109 100 ROCK-ONTM' MAZE Coil 7/16"OSB Screws Nail 40 96 — — 124 106 — 50 93 — — 120 103 — 60 91 — — 117 101 — 15 143 130 118 185 168 152 20 143 126 115 185 163 149 #8-18 #8-18 Douglas Fir 25 143 124 113 185 160 146 Wafer Head Wafer Head Blind 16 8.875 at 16"O.C.& -49.4 30 143 121 111 185 156 144 TM' ROCK-ONROCK-ON."' 7/16"OSB Screws Screws 40 137 118 109 178 152 140 50 133 115 106 172 148 137 60 130 113 105 168 146 135 15 132 120 109 170 154 140 Double HD 20 132 116 106 170 150 137 9"Sierra -1 S MAZE Douglas Fir 25 132 114 104 170 147 135 Premium Wafer Heap Asphalt& Blind 8 8.875 at 16"O.C.& -41.8 30 132 111 102 170 144 132 Shake' ROCK-ON Fiberglass 7/16"OSB Screwss Shingle Nail 40 126 108 100 163 140 129 50 123 106 98 158 136 126 60 120 104 96 154 134 124 15 170 168 153 210 210 197 20 170 163 149 210 210 192 #8-18 #8-18 Douglas Fir 25 170 160 146 210 206 189 Wafer Head Wafer Head Blind 8 8.875 at 16"O.C.& -82.6 30 170 157 144 210 202 186 ROCK-ON TM ROCK-ON7°" 7/16"OSB Screws Screws 40 170 152 140 210 196 181 50 170 148 137 210 192 178 60 168 146 135 210 188 175 15 170 170 170 210 210 210 #7 #7 20 170 170 170 210 210 210 PrimeGuard PrimeGuard 25 170 170 170 210 210 210 SS SS Douglas Fir Trim/Finish Trim/FinishFace 16 8.875 at 16"O.C.& -179.1 30 170 170 170 210 210 210 Grip Rite Grip Rite 7/16"OSB 40 170 170 170 210 210 210 Screw Screw 50 170 170 170 210 210 210 60 170 170 170 210 210 210 Notes: 1.Sierra Premium Shake&Savannah Smooth fiber cement siding may only be installed on vertical walls. 2.Allowable pressures and wind speeds shown for 9"Sierra Premium Shake may be used to validate installations of 6-1/4",7-1/4",&8-1/4"Savannah Smooth installed with the same fastener/framing configuration shown in Table 5. 3.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+1-0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 4.ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-0.18,and an external pressure coefficient (GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 5.The values in this table are based on testing per ASTM 6330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 6.Fastener specifications for those used in testing are outlined in Table 6 of this PER. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 7.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 8.Framing and bracing are beyond the scope of this evaluation report. Page 8 of 13 PER-1 4088 Table 6-Specifications of Tested Fasteners for Sierra Premium &Savannah Smooth Head Shank Minimum Fastener Siding Fastener Length Diameter Diameter Material1'2 Siding Type3 Fastener Withdrawal (in) Penetration into (in) (in) Material(in) Value(lbs) 6d Ring Shank Double HD DF w/ Sierra Premium or MAZE Coil Nail 2 0.233 0.105 7/16"OSB Savannah Smooth 1 1/2 61.5 (Blind) Double HD MAZE Asphalt Sierra Premium or &Fiberglass Shingle Nail 1.75 0.365 0.125 7/16"OSB Savannah Smooth 7/16 21.3 (Blind) DF w/ Sierra Premium or 7/16"OSB Savannah Smooth 1 1/8 207.8 #8-18 Wafer Head ROCK- (Blind) 1.625 0.395 0.162 ON"'Screws4 Sierra Premium or 7/16"OSB Savannah Smooth 7/16 80.8 (Blind) #7 PrimeGuard SS DF w/ Sierra Premium or Trim/Finish Grip Rite 2.25 0.233 0.151 7/16"OSB Savannah Smooth 1 1/4 215.2 Screw (Face) Notes: 1.DF(Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater. 2.OSB sheathing material is assumed to have a Specific Gravity of 0.5 or greater. 3.Alternative fasteners must meet the minimum head and shank diameters listed in Table 6. The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 5. Product Labeling All Nlchiha Architectural Wall Panels,Sierra Premium Shake,and Savannah Smooth that are covered by this PER must have at least the following information: 1. Brand Name and Type 2. Nichiha's Name and Address 3. Date Code Stamp 4.This PER Number&Pei ES Logo Acceptable Evaluation Marks 9 ) Es ESPeiES This information can be provided in one or both of the following ways; 1. Each Board can have this information applied to the back side. 2.A separate skid card with this information applied to each bundle or unit of boards. Product Documentation A Quality Control Manual for Each Approved Manufacturing Location An Evaluation and Follow-up Service Agreement between Pei Evaluation Service and Nichiha USA An Inspection Agreement between Progressive Engineering Inc. and Nichiha USA A SDS for Nichiha EX Series-Architectural Wall Panels(AWP)-Dated:4/2015 A MSDS for Nichiha Fiber Cement Products Illumination Series Finish-Dated:08/2012 A SDS for Nichiha W Series-Sierra Shake and Savannah Smooth-Dated:08/2010 Nichiha Architecural Wall Panels Installation Guide-AWP-1818-Dated:02/2017 Nichiha Architecural Wall Panels Installation Guide-AWP-3030-Vertical-Dated: 02/2017 Nichiha Architecural Wall Panels Installation Guide-AWP-3030-Horizontal-Dated: 02/2017 Nichiha Savannah Smooth&Sierra Premium Shake Installation Guide-Dated: 08/2015 Page 9 of 13 PER-14088 Product Documentation continued A Test Report No. RAD-2934 Dated: 1/2002- Physical Property Tests on Nichiha EX Series 3/4" Fiber Cement Siding Panels in Accordance with the ICBG ES Acceptance Criteria for Fiber Cement Panels for Use as Exterior Wall Siding (AC90)-ASTM C1185 &ASTM E228. A Pei Test Report No. 2013-1418 (B) Dated:6/19/2014-ASTM E330 Negative Wind Load Test on Dry 16mm Nichiha Stone and Brick Panels on 16"o.c. 16-ga Steel Framing using JEL777 Steel Panel Clips with#10- 16 x 3/4"Pan Head Screws. A Pei Test Report No. 2014-1543 (C) Dated: 11/21/2014 - ASTM E330 Negative Wind Load Test on 5/8" VintageWood/EmpireBlock (Cedar) Fiber Cement Panels, Installed Vertically with Four (4) JEL 777 Clips Fastened Directly to 7/16"Plywood Sheathing on 18ga. Steel Framing A Pei Test Report No. 2014-1543 (D) Dated: 11/21/2014 - ASTM E330 Negative Wind Load Test on 5/8" VintageWood/EmpireBlock (Cedar) Fiber Cement Panels, Installed Vertically with Three (3) JEL 777 Clips Fastened Directly to A Pei Test Report No. 2015-0475 (A) Dated: 10/6/2015 - Evaluation of Architectural Wall Panel from the Iwaki Plant to ASTM C1186 A Pei Test Report No. 2015-0475 (B) Dated: 10/5/2015 - Evaluation of Architectural Wall Panel from the Shimoneseki Plant to ASTM C1186 A Pei Test Report No. 2015-0475 (C) Dated: 10/5/2015-Evaluation of Architectural Wall Panel from the Takahagi Plant to ASTM C1186 A Pei Test Report No. 2015-0475 (D) Dated: 10/5/2015 - Evaluation of Architectural Wall Panel from the Narashino Plant to ASTM C1186 A Test Report No. 15-09072-Dated: 9/8/2015-Standard Method of Test for Surface Burning Characteristics of Building Materials A Test Report No. 15-09073-Dated: 9/4/2015-Standard Method of Test for Surface Burning Characteristics of Building Materials A Test Report No. 15-09074-Dated: 9/4/2015-Standard Method of Test for Surface Burning Characteristics of Building Materials A Test Report No. 15-09075-Dated: 9/4/2015-Standard Method of Test for Surface Burning Characteristics of Building Materials A Test Report No. 103115936SAT-001A- Dated: 7/11/2017-ASTM E84-16 Test for Surface Burning Characteristics of Building Materials A Test Report No. A1-007541.1 Dated: 10/14/2015 - CAN/ULC-S134-13 Full Scale Exterior Wall Test on 16mm EX Series Architectural Wall Panels A Test Report No. D15022029 Dated:3/4/2015-Material Analysis of Nichiha Steel Clips Pei Engineering Calculation No.2016-2026-PEMB Installation Design Analysis for 26ga,24ga, &22ga 50-ksi Steel Siding A Pei Test Report No. 2016-1872 (A)-ASTM E330 Negative Wind Load Test on 9"Sierra Premuim Shake Blind-Fastened at 16" o.c.over 7/16"OSB With Lumber Framing-Dated: 12/14/2016 A Pei Test Report No. 2016-1872 (B)-ASTM E330 Negative Wind Load Test on 9"Sierra Premuim Shake Blind-Fastened at 16" o.c.over 7/16"OSB With Lumber Framing-Dated: 12/7/2016 A Pei Test Report No. 2016-1872 (C)-ASTM E330 Negative Wind Load Test on 9"Sierra Premuim Shake Blind-Fastened at 8" o.c. over 7/16"OSB With Lumber Framing-Dated: 12/15/2016 A Pei Test Report No. 2016-1872 (D) -ASTM E330 Negative Wind Load Test on 9" Sierra Premuim Shake Blind-Fastened at 8" o.c. over 7/16"OSB With Lumber Framing-Dated: 12/19/2016 A Pei Test Report No. 2016-1872 (F)-ASTM E330 Negative Wind Load Test on 9"Sierra Premuim Shake Face-Fastened at 16" o.c.over 7/16"OSB With Lumber Framing-Dated: 3/21/2017 Pei Project No.2016-1872 (G)-Evaluation of 9"Sierra Premium Shake Siding to ASTM C1186-Dated:5/30/2017 Pei Engineering Calculation No. 2017-0513 - Nichiha Architectural Wall Panel (AWP) Attachment to OSB or Plywood - Dated: 3/27/2017 Pei Engineering Calculation No.2017-0337-Nichiha Sierra Premium Shake-Wind Speed Calculations-Dated:7/20/2017 A Pei Test Report No. 2017-6082 (A) Dated: 9/18/2017-ASTM E330 Negative Wind Load Test on 5/8"Architectural Wall Panel on 16"o.c. 18-ga Steel Framing using JEL778 Steel Panel Clips with#10 x 1-1/4"Pan Head Screws. A Pei Test Report No. 2017-6082 (B) Dated: 9/13/2017-ASTM E330 Negative Wind Load Test on 5/8"Architectural Wall Panel on 16"o.c. 16-ga Steel Framing using JEL778 Steel Panel Clips with#10 x 1-1/4" Pan Head Screws. A Pei Test Report No. 2017-6082 (C) Dated: 9/12/2017 -ASTM E330 Negative Wind Load Test on 5/8"Architectural Wall Panel on 16"o.c. Douglas Fir Framing using JEL778 Steel Panel Clips with#10 x 1-1/2"Pan Head Screws. A Pei Test Report No. 2017-6082 (D) Dated: 9/26/2017 -ASTM E330 Negative Wind Load Test on 5/8"Architectural Wall Panel on 7/16"OSB Sheathing withl6"o.c. 18-ga Steel Framing using JEL778 Steel Panel Clips with#10 x 1"Pan Head Screws. A Pei Test Report No. 2017-6082 (E) Dated: 10/4/2017 -ASTM E330 Negative Wind Load Test on 5/8"Architectural Wall Panel on 5/8"Glass-Mat Sheathing withl7-7/8"o.c. 16-ga Steel Framing using JEL778 Steel Panel Clips with#12 x 1-1/2"Pan Head A Pei Test Report No. 2017-6082 (F) Dated: 9/28/2017-ASTM E330 Negative Wind Load Test on 5/8"Architectural Wall Panel on 3/4"Plywood Sheathing withl6"o.c. Douglas Fir Framing using JEL778 Steel Panel Clips with#10 x 1"Pan Head Screws. Page 10 of 13 e PER-I 4088 Product Pictures I I ,� wrv - - '; � p i,3 : -\ ,_,. - , __ ,;,- .„po rf r, ,_J_---- , ,„12.... , 1 --' fi t , . [ 4 � ' y-'''''t iI k t-,1 L. c '$ ter, lie ,-,..;,,,,t., - r- I- : . '' r 1 ' j Illumination Series ArchitecturalBlock � r grrz 1I I ill 2. __ .. , J — —_- VintageWood (Vertical Installation) VintageWood (Horizontal Installation) ';-, bWit, - , .4':-- .:. { - \> , '. Z k V 4,P:''''.:ill" ' .'...'.* '''. : ..' ' 1 i EmpireBlock (Horizontal Installation)* SandStone *Also approved for use in vertical installation applications(not shown). Page 11 of 13 } Y �'' '.-f,";Aa?:.! ;h '717.:4-1-';'-1-1-1-47-''''.1 .1'.::' '4L f� W.��It Al PER.14 088 ��*tt k n r y.,'liTg 4 ,.gi. y -./,l rN .:..--7,•--i14�� `�^'�( y (. :f f.,, Q. _ ft i .:'''•,....... 2�, , 7,r ♦ t ti Mjfi a. st � 14F 1 � �3 �� , .,....,r � • _.._.. - ;''� '? 'fr: *PUY 2 I: ' :: :: 1. VInta9eBrick �r`` l .-1";:;.14 ¢ � 1[1 . � ,, ,:- a,,,xn , � = piYm A' :',..4:,, w ��" p onthBr• , � �,�.. ICTv Ick —: .."r> _ 04° �',.:.w RES NQT �; �. ,,,y„�uRibbedCUR NTt.Y , .- .. . �..-, . sHow ` .; PER-1 4088 w ;, -� h Ill _ 1 :1:,.. apiii •' ---1-, Ilk -:_...:•,,---,,.._ 4:,..47 s ,., „‘,.4. vt, . ;.',.._' . --- - r ®' IN I� .... * a r; Til i. / r-lItii;.11 Ft 1-1,-111, ,--_..t t11 1^ t4t�.1 - ,. 1:1 11 . . 1. t t r k 5w�T - _ ..., , Sierra Premium Shake 'Savannah Smooth f: " ' x f ��Cttarcoal IPJ Maple. - - - - Mahogany .Prirried" - - - •-- Sierra Premium Shake Color Options Page 13 of 13 i.vaauu._.uuuiu� vvuv viuiaiv i u jv i vi c. R MA 0OROUVnd¢YTOF l�:sb�;,f Business & Professional Regulation � J ` 1`' rmwoume AiMaltISPR3 DeinUlrlelolle cONTACT'DBVR BCIS Home I Log In I User Registration [ Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I SCIS Site Map I Links I Search I dbritra °" Product Approval 'USER:Public User product Approval Menu>product or Application Searcjt>Application List>Application Detail OFFiCEOFl11E FL# FL18686-R3 SECRETARY Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. • Comments Archived 0 Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany,NJ 07054 (800)766-3411 mstieh@gaf.com Authorized Signature Michael Stieh mstieh@gaf.com Technical Representative Michael Stieh Address/Phone/Email 1 Campus Drive Parsippany,NJ 07054 (973)628-3000 mstieh@gaf.com Quality Assurance Representative Richard Weiman Address/Phone/Email 1 Campus Drive Parsippany,NJ 07054 (973)872-4421 RWeiman@gaf.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Miami-Dade BCCO-CER Quality Assurance Contract Expiration Date 02/22/2023 Validated By Miami-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASTM D226 2009 Equivalence of Product Standards Certified By Sections from the Code i ova aaA.i+%.aaaaaaus VVVv VaaauaV 1 1145%, Product Approval Method Method 1 Option C Date Submitted 02/26/2018 Date Validated 03/16/2018 Date Pending FBC Approval Date Approved 03/26/2018 Summary of Products FL# Model,Number or Name Description 18686.1 FeltBuster High-Traction Synthetic Roofing Felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18686 R3 II 18-0119.15.pdf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant:No Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: FL18686 R3 AE 18- 119.15.odf Bads Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.°Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®® eCtak Credit Card Safe St:curi.th'aIhIaics MIAMI•DADE COO TV MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy GAF 1 Campus Drive Parsipanny,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Leak Barriers and Roof Deck Protection LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA 16-1213.04 and consists of pages 1 through 10. The submitted documentation was reviewed by Hamley Pacheco,P.E. NOA No.: 18-0119.15 MIAM4OADE COUNTY APPiICYVED Expiration Date: 02/22/23 Approval Date: 02/22/18 Page 1 of 10 ROOFING COMPONENT APPROVAL Category: Roofmg Sub-Category: Underlayment Material: SBS/Polypropylene/Asphalt PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description WeatherWatch®Mineral 36"x 50' rolls ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Surfaced Leak Barrier 36"x 66.7' rolls bituminous sheet material for use as a leak barrier Manufacturing underlayment in sloped roof assemblies. Location#1,9 Designed as an ice&rain shield. StormGuard®Film 36"x 66.7' rolls ASTM D 1970 Modified,fiberglass reinforced,bituminous sheet Surfaced Leak Barrier material for use as a high temperature leak barrier Manufacturing underlayment in sloped roof assemblies. Location#1,9 Designed as an ice&rain shield. LibertyTM SBS Self- 39-3/8"x 66' rolls ASTM D 1970 Self-adhering SBS roof membrane. Adhering Base/Ply Sheet ASTM D4601 Manufacturing Type II Location#1,9 Deck-ArmorTM Premium 54"x 222' rolls ASTM D 226 A UV-stabilized polypropylene breathable Breathable Roof Deck 48"x 100' rolls Type II underlayment. To be used for roof deck Protection protection as an underlayment in sloped roof Manufacturing assemblies. Location#2 Tiger PawTM Roof Deck 48"x 250' rolls ASTM D 226 A UV-stabilized polypropylene non-breathable Protection 48"x 100' rolls Type II underlayment.To be used for roof deck protection Manufacturing as an underlayment in sloped roof assemblies. Location#3,5,6 FeltBuster®High-Traction 48"x 250' rolls ASTM D 226 A UV-stabilized polypropylene non-breathable Synthetic Roofing Felt Type I underlayment. To be used for roof deck protection Manufacturing as an underlayment in sloped roof assemblies. Location#7,8 Shingle-Mate®Roof Deck 36"x 144' rolls ASTM D 226 Fibergass-reinforced asphalt felt underlayment. To Protection Type I be used for roof deck protection as an Manufacturing underlayment in sloped roof assemblies. Location#4 NOA No.: 18-0119.15 MIAMI-DADE COUNTY Expiration Date: 02/22/23 APPROVED Approval Date: 02/22/18 Page 2 of 10 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description LibertyTM SA Glass Cap 39-3/8"x 34' rolls ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Sheet ASTM D 6163 self-adhering SBS roof membrane. Manufacturing ASTM D 7530 Location#9 GAFGLAS®Ply 4 39.37" ASTM D2178 Aspahalt impregnated glass felt with aspahlt Manufacturing (1 meter)Wide Type IV coating. Location#9, 10 GAFGLAS®F1exP1yTM 6 39.37" ASTM D2178 Aspahalt impregnated glass felt with aspahlt Manufacturing (1 meter)Wide Type VI coating. Location#9,10 MANUFACTURING LOCATION: 1.Mt.Vernon,IN 2.North Bay, Ontario 3.Mission,British Columbia 4.Pryor, OK 5.Qingdao, China 6.Charleston, SC 7.Spartanburg, SC 8.Dadra,India 9.Savannah,GA 10.Mobile,AL NOA No.: 18-0119.15 MIAMI-DAOE COUNTY Expiration Date: 02/22/23 APPROVED Approval Date: 02/22/18 Page 3 of 10 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services NA Ltd. 3077464-01 ASTM D 1970 08/23/06 3090131 Wind Uplift and Self Sealability 08/23/06 100258583C0Q-010A ASTM D 226 Type II 01/08/11 100673818C0Q-003 ASTM D 226 Type II 06/13/13 10157289000Q-005 ASTM D 226 Type II 04/17/14 F8549.02-106-18 ASTM D 226 Type I 11/08/16 PRI Construction Materials RGM-023-02-01 ASTM D 4798 05/16/07 Technologies,LLC. GAF-112-02-01 ASTM D 226 Type II 03/15/06 GAF-238-02-01 ASTM D 1970 03/03/10 GAF-323-02-01 ASTM D 1970 11/30/11 GAF-324-02-01 ASTM D 1970 12/01/11 GAF-325-02-01 ASTM D 1970 12/01/11 GAF-326-02-01 ASTM D 1970 11/30/11 GAF-275-02-01 ASTM D 1970 11/11/10. GAF-344-02-01 ASTM D 1970 04/23/12 GAF-339-02-01 ASTM D 226 Type I 03/14/12 ELK-311-02-01 ASTM D 1970 09/11/07 • GAF-518-02-01 ASTM D 226 Type I 06/04/14 GAF-818-02-01 ASTM D 4533 12/06/17 GAF-829-02-01 ASTM D 226 Type II 01/15/18 GAF-314-02-01 ASTM D 2178 07/21/11 GAF-315-02-01 ASTM D 2178 07/21/11 Trinity-ERD GAF-SC13285.03.17-1 ASTM D 1970 03/08/17 GAF-SC13285.03.17-3 ASTM D 1970 03/01/17 GAF-SC13285.03.17-4 ASTM D 1970 03/01/17 GAF-SC13285.02.17-2 ASTM D 4601 Type II 02/08/17 GAF-SC9700.08-15-R1 ASTM D 2178 09/09/15 GAF-SC12915.12.17-R1 ASTM D 1970 12/11/17 GAF-SC12915.12.17-R1 ASTM D 6163 12/11/17 GAF-SC12915.12.17-R1 ASTM D 7530 12/11/17 NOA No.: 18-0119.15 MIAMI-DADE COUNTY Expiration Date: 02/22/23 APPROVED __ Approval Date: 02/22/18 Page 4 of 10 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: Two plies of ASTM D 226 Type I or Shingle-Mate®Roof Deck Protection OR one or more plies of ASTM D 226 Type II,Deck-ArmorTM Premium Breathable Roof Deck Protection,FeltBuster® High-Traction Synthetic Roofmg Felt,or Tiger Paw'Roof Deck Protection with a minimum 4" side lap and a 6"end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c. at the laps and four staggered rows 12" o.c. in the field of the roll. If roof is exposed to rain/snow,tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape(follow the tape's manufacturer's installation instructions).Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fastneners. Membrane: One or more plies of WeatherWatch®Mineral Surfaced Leak Barrier, StormGuard®Film Surfaced Leak Barrier,LibertyTM SA Glass Cap Sheet,or LibertyTM SBS Self-Adhering Base/Ply Sheet membrane with a minimum 3"side lap and 6"end lap. Place the first course of membrane parallel to the cave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with WeatherWatch®Mineral Surfaced Leak Barrier,or StormGuard®Film Surfaced Leak Barrier is acceptable. Surfacing: Approved Roofmg Assembly. NOA No.: 18-0119.15 MIAMI•DADE COUNTY Expiration Date: 02/22/23 APPROVED Approval Date: 02/22/18 Page 5 of 10 Deck Type 1: Wood,non-insulated Deck Description: 19/32"or greater plywood or wood plank System E(2): Membrane mechanically fastened to deck. Separator Sheet: One or more plies of GAFGLAS®Ply 4,GAFGLAS®FlexPlyTM 6, Shingle-Mate®Roof Deck Protection,Deck-Armor'Premium Breathable Roof Deck Protection,FeltBuster®High- Traction Synthetic Roofing Felt, or Tiger Paw'Roof Deck Protection loose laid. Membrane: One or more plies of WeatherWatch®Mineral Surfaced Leak Barrier, StormGuard®Film Surfaced Leak Barrier,LibertyTM SA Glass Cap Sheet,or Libertytm SBS Self-Adhering Base/Ply Sheet membrane mechanically fastened with a minimum 3"side lap and a 6"end lap to deck through the separator sheet with approved nails and tin caps 6" o.c.at the laps and two staggered rows 12" o.c. in the field of the roll. Surfacing: Approved Roofmg Assembly. NOA No.: 18-0119.15 MIAMI-DADECOUNTY Expiration Date: 02/22/23 OWNED Approval Date: 02/22/18 Page 6 of 10 Deck Type 1: Wood,non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. Secondary Water Install a minimum 4"wide WeatherWatch®Mineral Surfaced Leak Barrier, ,LibertyTM SBS Barrier: Self-Adhering Base/Ply Sheet,LibertyTM SA Glass Cap Sheet,or StormGuard®Film Surfaced (Optional) Leak Barrier membrane over the joints of the plywood roof deck prior to installation of the base sheet.Do not overlap end or side joints.All side and end laps should be butted firmly side by side,flush with each other but not overlapped.Do not leave the WeatherWatch®Mineral Surfaced Leak Barrier, or StormGuard®Film Surfaced Leak Barrier membrane exposed for more than 30 days without a roof deck protection underlayment protecting the secondary water barrier. Base Sheet: Two plies of ASTM D 226 Type I or Shingle-Mate®Roof Deck Protection OR one or more plies of ASTM D 226 Type II,Deck-Armor'Premium Breathable Roof Deck Protection, FeltBuster®High-Traction Synthetic Roofing Felt, or Tiger Paw'Roof Deck Protection with a minimum 4"side lap and a 6"end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c.at the laps and four staggered rows 12" o.c. in the field of the roll. If roof is exposed to rain/snow,tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape(follow the tape manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fasteners. Surfacing: Approved Roofing Assembly. NOA No.: 18-0119.15 MIAMI-DADE COUNTY Expiration Date: 02/22/23 APPROVED Approval Date: 02/22/18 Page 7 of 10 Deck Type 1: Wood,non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: Two plies of ASTM D 226 Type I or Shingle-Mate®Roof Deck Protection OR one or more plies of ASTM D 226 Type II,Deck-Armor'Premium Breathable Roof Deck Protection, FeltBuster®High-Traction Synthetic Roofing Felt,or Tiger Paw'Roof Deck Protection with a minimum 4"side lap and a 6"end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c. at the laps and four staggered rows 12"o.c. in the field of the roll. If roof is exposed to rain/snow,tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape(follow the tape's manufacturer's installation instructions).Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fastneners. Membrane: One or more plies of StormGuard®Film Surfaced Leak Barrier membrane with a minimum 4" side lap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Surfacing: Approved for Metal roofmg, Slate, and Asphalt Shingle assemblies. NOA No.: 18-0119.15 MIAMI-DADE COUNTY Expiration Date: 02/22/23 APPROVED Approval Date: 02/22/18 Page 8 of 10 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self- Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-Armor' Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofmg Felt, and Tiger Paw' Roof Deck Protection shall not be used as roof tile underlayment. 3. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, Libertyt SBS Self-Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofing Felt, and Tiger PawTM Roof Deck Protection shall be installed in strict compliance with applicable Building Code. 4. WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self- Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-Armortm Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofmg Felt, and Tiger Paw" Roof Deck Protection membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self- Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-Armor' Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofmg Felt, and Tiger PawTM Roof Deck Protection membranes shall not be applied over an existing roof membrane. 6. WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self- Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofing Felt, and Tiger Paw' Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. 7. WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self- Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofing Felt, and Tiger Paw' Roof Deck Protection may be used with any approved roof covering Notice of Acceptance listing WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard®Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate® Roof Deck Protection, Deck-Armor'Premium Breathable Roof Deck Protection, FeltBuster®High-Traction Synthetic Roofmg Felt, and Tiger PawTM Roof Deck Protection as a component part of an assembly in the Notice of Acceptance. If WeatherWatch® Mineral Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, LibertyTM SA Glass Cap Sheet, Shingle-Mate®Roof Deck Protection,Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster®High-Traction Synthetic Roofmg Felt and Tiger PawTM Roof Deck Protection are not listed; a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance,and fire testing results. 8. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. Install when temperatures are 45° F and rising. 9. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. NOA No.: 18-0119.15 MIAMExpiration A�PRBVED xpiration Date: 02/22/23 Approval Date: 02/22/18 Page 9 of 10 LIMITATIONS: 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 13. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMMADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 18-0119.15 MIAMFDADE COUNTY Expiration Date: 02/22/23 APPROVED. Approval Date: 02/22/18 Page 10 of 10 4.4.::::„.:.-.= ^ s FDAA DiPART V1 OP '`4. = jI x" , { r ill'. ,Business & Professional Regulation ' J .�.. DBRRfONE ABOUT MO o*►RD31[IiIONS CO OTDt'fPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I SCIS Site Map I Links I Search I d Florida „L., I Product Approval USER:Public User ......sae/.-:.. i.��c.�xu F.v.:.:n Product Aooroval Menu.>Application Detail ►OFFICEOFTHE SECRETARY FL# FL15027 RO Application Type New Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Pli-Dek LLC/Pli-Dek Systems Inc. Address/Phone/Email 41610 Date Street Ste 104 Murrieta,CA 92562 (951)834-9550 Ext 104 adrienne@plidek.com Authorized Signature Malek Adrienne adrienne@plidek.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service,LLC Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 12/01/2021 Validated By Raymond F.Tucker, P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL15027 RO COI ICC-ES Certificate of Independence.o_cif Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507 Product Approval Method Method 2 Option A http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPitzECiWWOhXZTxdoKdabvwWY9V5oe5utg%3d%3d 1/31/19,7:33 AM Page 1 of 2 Date Submitted 06/16/2012 Date Validated 06/16/2012 Date Pending FBC Approval 06/24/2012 Date Approved 08/07/2012 Date Revised 07/28/2015 Summary of Products FL# Model,Number or Name Description 15027.1 Con-Dek The Con-Dek system is a fiberglass fabric reinforced cementitious walking deck and roof covering system that consists of fiberglass mat,a liquid polymer resin,polymer- modified cementitious coats,and sealer coats applied directly to a concrete substrate. Limits of Use Installation Instructions Approved for use in HVHZ: No FL1502Z RQII ICC-ES ESR-2097 Rev June 2012.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other:This approval is intended for those counties that are FL15027 RO AE FBC supplement to ESR-2097.pdf not classified as High Velocity Hurricane Zones(HVHZ).This FL15027 RO AE ICC-ES ESR-2097 Rev June 2012.pdf approval is based on ICC-ES report ESR-2097 and FBC Supplement and is subject to the limitations published in that report 15027.2 Pli-Dek The Pli-Dek system is a walking deck and roof covering system that consists of a plywood substrate covered with expanded metal lath;a polymer-modified cementitious base coat; an optional reinforcing fabric layer;and intermediate and sealer coats. • • Limits of Use Installation Instructions Approved for use in HVHZ: No FL15027 RO II ICC-ES ESR-2097.p_qf Approved for use outside HVHZ:Yes Verified By:ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other:This approval is intended for those counties that are FL15027 RO AE FBC supplement to ESR-2097.p_f not classified as High Velocity Hurricane Zones(HVHZ).This FL15027 R0 AE ICC-ES ESR-2097.p_df approval is based on ICC-ES report ESR-2097 and FBC Supplement and is subject to the limitations published in that report 222 221 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click}gra. Product Approval Accepts:__( Credit Card Safe securitym TRres• . http://floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPitzECiWWOhXZTxdoKdabvwWY9V5oe5utg%3d%3d 1/31/19,7:33 AM Page 2 of 2