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229 PINE ST - NEW HOME PERMIT 4 CITY OF ATLANTIC BEACH r ? 800 SEMINOLE ROAD ,' ATLANTIC BEACH, FL 32233 r It ! INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0228 Description: NEW HOME ON EXISTING SLAB Estimated Value: 295261.3 Issue Date: 8/14/2018 Expiration Date: 2/10/2019 PROPERTY ADDRESS: Address: 229 PINE ST RE Number: 170563 0010 PROPERTY OWNER: Name: RUBIN DENISE P LIFE ESTATE Address: 229 PINE ST ATLANTIC BEACH, FL 32233-4013 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: JBL Development Group, Inc. Address: 1028 Lauriston Drive ST JACKSONVILLE, FL 32259 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. fL. 1, UJTv Permit Conditions City of Atlantic Beach \JHl>/v Permit Number: RES18-0228 Description: NEW HOME ON EXISTING SLAB Applied:7/5/2018 Approved:8/10/2018 Site Address:229 PINE ST Issued:8/14/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status: ISSUED Applicant:<NONE> Parent Permit: DEM018-0024 Owner: RUBIN DENISE P LIFE ESTATE Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 7/13/2013 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 2 7/13/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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. 3 7/13/2018 ON SITE RUNOFF INFORMATIONAL . j PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 7/13/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's,Inc.,Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 7/13/2018 RIGHT OF WAY RESTORATION INFORMATIONAL. PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration, including sod, is required. Printed:Tuesday, 14 August, 2018 1 of 2 • i., City of Atlantic Beach APPLICATION NUMBER (A-Livpr \ Building Department (To be assigned by the Building Department.) ,,,� r ,� 800 Seminole Road RES( v ,� z Atlantic Beach, Florida 32233-5445 f�ES( F, O Z z, Phone(904)247-5826 • Fax(904)247-5845 it os3 �? E-mail: building-dept@coab.us Date routed: 7 /3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 Z-c) PI („)E, Department review required Yes No uildin Applicant: L Fj E-ArG, ..oP(/1(1�� " I ag &Zoning Tr7.ee ministra or Project: '--icg7° ' /\)& ) 1 u6is or< <-iblic Util tom ities 0 E?C � f tUCw �L-�t M�icSafety- 5 Fire Services • Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By -/_S Florida Dept. of Environmental Protection Florida Dept. of Transportation 4r) 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: FlApproved. )(1-1ETenied. ❑Not applicable (Circle one.) Comments: BUILDING p. PLANNING &ZONING Reviewed by: ill Date:7/2d1�0 TREE ADMIN. Second Review: '!,Approved as revised. Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: r, v Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: /Mid/ Date: -"..-10--./ O Revised 05/1912017 U IUt Lu'Y IFIP'' Building Permit Application Updated 12/8/17 i - Jnr City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address:,Cra , ( t c. 'Z E- #'lab\4410:64.1 (ii-?_- Per ,`� tmit Number: 0 Z Z- O Legal Description ,L-4-- 5 4 S(1( r S./..":,,e 7 RE# 17t'i2 =�-3 3 -ee Valuation of Work(Replacement Cost)$ r9 46'a'a 4" Heated/Cooled SFr A a.. Non-Heated/Cooled 0151 • Class of Work(Circle one): New Addition Alteration Repair Move Dir o.Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidentiaL • If an existing structure,is a fire sprinkler system installed?(Circle one): YesI Imo N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: .-%-v,imi.►scent ,lc ,e. • , L- N C t-4\1941-ANS-4- f it lr`t �\ .on 3 1C09`X_r-picb\S Florida Product Approval# for multiple products use product approval form Property Owner information Name: ! `t-tt v„( 7,,_!•Ci i,.,,(\ Address: D-e( P"�n.e 4":: -1--,. f i City etc''k-i c .1 'ra.t' ,k,-) State FL-. Zip %j;,z, 'i Phone q4�1 ---ittt1r, - Gl?i5 E-Mail ei ict a 30 G3-►ti"Zti , CG i- r-, Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: \-7-421.-. 6�,4_,r<:1t_ 'T1 ilk' (�r x f QualifyinE"ent: a..),fit\ . ij-fr le Address iO? "t�'ak 'tm TA-. T City 4 1 iti\t'15 State PI__ Zip - -;?-44:5'q Office Phone '4A-- q1,: - '1 L1 Job Site/Cont.ct Number CL_`� l-£76, 7 2.7 State Certification/Registration# al'c.c.c. c ' =" E-Mail 7 , C.‹..-'', — Architect Name&Phone# :oe\ L•#'- V 2,,°' p CI ' --q'(3 '4.2- 3 Engineer's Name&Phone# 0';,,-\ Engineer's 1,e --; ).,may-.t \ In-x-: L"nl `t"`f !c-%`? -:- .2 t'.)3 Workers Compensation r �p lie/--5 '- i .-- .2e7)(1. Exempt/ nsurer/Lease Emprloyees/Expiration Date 'V Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA F RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INT D 1 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE A N t • ECORDING YOU OTICE OF COMMENCEMENT. - o I e 11.6" ,))) 41; --- <1 Z 0 R (Signature of Owner or Agent) (Signature of Contractor) z ' . ili- z r (including contractor) r� Q ,L 5 Signed and sworn to(or affirmed)before me this lit day of Signed and sworn to(or affirmed)before roe this�/ d. of..,;.;;.., 020 X + ... .�,`a Z �yn� 20� .bY�er��s \z^1�-((�.v. /unc •by A •r p ' t/ �`"lJ�''•'�$�-'--3__ `��' !/ T ......... ''..**vi.;,"/0 (Signature of Notary) /i (S gnature of Notary) : �°'".............."'bo- [ )Personally Known OR L 1 Personally Known OR J Q,'!�= ;;:+ o j�roduced Identification Produced Identification ,-/ 5z Type of Identification: \_:---S)-(-‘N.)-e-rs \-‘.ce----%-"---- Type of Identification: ...War/ (1 at. ) 1-1 G .4� CITY OF ATLANTIC BEACH 800 Seminole Road y _ _ r+: ,-I -- t--` �; Atlantic Beach,Florida 32233 4107 / REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3'' 't -\ Revision to Issued Permit ' Corrections to Comments / Permit# RESI 8-OZZ-8 Project Address a�q IPi n v - Pik\a t\A--t('_, 3 C\i-N t C 3.P-,,)-3 3 Contractor/Contact Name 7-0 L- V - Cir P ( J AM L A Phone (loll- .(44 1 ----1?-. 7 Email )bl�keQrn Ca 3,, , C�,, Description of Proposed Revision/Corrections: Permit Fee Du $ SC9• D O C k OcYla 5 - C Oa 1),,,u, -5 5,--,4,--1-5 (1, - 4 OD Additional Increase in Building Value $ Additional S.F. By signing below,I V t m '` J_,'[7 +-�� affirm the Revision is inclusive of the proposed changes. (printed name)Siq . 1 -4,,,,, une of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicahle to Department Revision/Plan Review Comments Department Review Required: ui ing - r ' rio Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities - /0 - l Public Safety Date Fire Services (--- \S51 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ='' OFFICE rOP )/ ATLANTIC BEACH,904)247-5800 \r1.i31/ BUILDING REVIEW COMMENTS Date: 7/20/2018 Permit#: RES18-0228 Site Address INE ST 4 Review Status: denied RE#: 170563 0010 Applicant: JBL Development Group, Inc. Property Owner: RUBIN DENISE P LIFE ESTATE Email:jbldevgrp@gmail.com Email: drubin53@gmail.com Phone: 904.962.7227 Phone: 904.463.0535 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit an elevation certificate and topographical survey. The department needs to no F.F.E. as well as the multi points of grade elevations that are existing now. Topo should also show drainage directions as well. 2 copies each. 2. The siding material was not listed on the Florida Product Approval Information Sheets. Please submit the FL# and 2 copies of the Manufacturer's Installation instructions. This Building Department performs siding in progress inspections and installation instructions are reviewed and stamped for Job Site inspections. Fasteners type and their spacing are critical. 3. The roofing underlayment information was also missing from the product approval sheets. 4. Wind Exposure Category on page CS should be changed to C. 5. Applicable Codes on the Design cover page need to be changed to the acceptable dates. They changed 1.1.2018. 6. The NEC Reference on page E100 has wrong code date. 7. 2 copies are needed for pages that are to be corrected. Cloud all corrections. 8. Submit a construction site management plan to show parking, silt screen fencing, portalet placement, material laydown, dumpster location,temporary power pole location. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach / 800 Seminole Road ilea &V r P k/ Co m i''�e✓Vf5 7/ 16/2°1 6/2o1 t/r 3 Atlantic Beach, FL 32233 4 44'1:1& o CITY OF ATLANTIC BEACH f l► I s) OFFICE F F I C E CO Y800Seminole Road ,�_ Atlantic Beach,Florida 32233 r"s:v' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date I ` 3 I- 1 Revision to Issued Permit Corrections to Comments Permit#als 1 " o Project Address .4261 .7t)(c' I \-: Contractor/Contact Name 'v etiviTN1 t rr*� :j i 1,,-, L\--i0-AZ Phone Q.44.--41---04)-1 Email 3V.,.,V 54- aa t\rvZ\( . e c9 Rt1 J Description of Proposed Revision/Corrections: Permit Fee Due$ d -or 6 0 r-r e..11.0.ry5 A-D Col..% me_itls t4 IsAu Ir‹..,ei -,--- eA et.,-,:lad • t lase 6b icc( eSt1-r C -Eoi i t A-Sti-etztkiT ( IN eA tr-de___G'1 ( _ -SA M ett- Additional Increase in Building Value $ Additional S.F. 6 By signing below,I ` ( ft& ) L,4' ,t. affirm the Revision is inclusive of the proposed changes. (printed name) Sign re of Contras or/ gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied )( Not Applicable to Department Revision/Plan Review Comments Rev, £om r STs -W S t C A of a p p}reP 'recl Department Review Required: Building ''T Planning & Zoning Reviewed By Tree Administrator Public Works p Public Utilities ? _ - 7—/ b Public Safety Date Fire Services u" ' ''� \S\ CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD },, OFFICE ATLANTIC BEACH,FL 32233 (904)247-5800 \ , BUILDING REVIEW COMMENTS Date: 7/20/2018 Permit#: RES18-0228 Site Address: 229 PINE ST Review Status: denied RE#: 170563 0010 Applicant:JBL Development Group, Inc. Property Owner: RUBIN DENISE P LIFE ESTATE Email:jbldevgrp@gmail.com Email: drubin53@gmail.com Phone: 904.962.7227 Phone: 904.463.0535 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Corre ion Comments: —Sttbmiran elevation certificate and topographical survey. The department needs to no F.F.E. as well as the multi points of grade elevations that are existing now. Topo should also show drainage directions as well. 2 copies each. 2: 8-sicliarmaterial was not listed on the Florida Product Approval Information Sheets. Please submit the FL#and 2 copies of the Manufacturer's Installation instructions. This Building Department performs siding in progress inspections and installation instructions are reviewed and stamped for Job Site /inspections. Fasteners type and their spacing are critical. 3/i. Thc ro itg underlayment information was also missing from the product approval sheets. / 41WApplicable Codes on the Design cover page need to be changed to the acceptable dates. They changed c...6 / .1.2018. . ,The NEC Reference on page E100 has wrong code date. 7. copies are needed for pages that are to be corrected. Cloud all corrections. 8: . . iii . . .MR . . . - .. . . .. . . . ;:. .. :, creen fencing,portalet placement, m- . -- . .I . .�W. 'I .. .: -., . . _ . . , - I on. NLU�f{"tai IS od 1107 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 904.247.5844 Einail:miones@coab.us OFFICE 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. 01..A1rCity of Atlantic Beach APPLICATION NUMBER 6' 11.,,,tBuilding Department (To be assigned by the Building Department.) 800 Seminole Road RE.-- ( P3 _ Atlantic Beach, Florida 32233-5445 11��( Pj "v Z- k, Phone(904)247-5826 • Fax(904)247-5845 c / _011 9'?) � E-mail: building-dept@coab.us Date routed: 7 /J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z z_ pI ( r Department review required Yes No L .�,uildin� Applicant: ^, a �,V L pryl�xyr tanning &Zonin / Tree administrator Project: LT) �nl 0Y i t- 1\,1C�.c) L u is Work r ublic Utilities 0 K1) Ek t �T611 IST" C. (A€ uc Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By /�� Florida Dept. of Environmental Protection Florida Dept. of Transportation N,1,j„ St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments:›vrtre, fre�.) c k/ S, c% /Au 11 d f � H-e-T ,4- BUILDING /; ci , � / PLANNING &ZONING Reviewed by: /Denied. — f� Date: 7-IG-16TREE ADMIN. Second Review: IN • .. . .:• as revised. ❑Not applicable PUBLIC WORKS Comments: S te fi _ . PUBLIC UTILITIES ✓ et, ' PUBLIC SAFETY Reviewed by: .,, — Date: / —�- I O FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by:" - Date: ? 1 0-1 g Revised 05/19/2017 , .,;Sy‘'`iflr,= TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY s J City of Atlantic Beach PERMIT# s? Community Development Department u s 800 Seminole Road Atlantic Beach,FL 32233 4011 > (P)904-247-5800 SITE INFORMATION ADDRESS p)a 9 h(�c0 SI . �(Et 0 ...7_, 1 e 1-Th SUBDIVISION BLOCK LOT RE# ❑ RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANTANINFORMATION NAME ,J`M S"• Li-fit PHONE# ADDRESS 'Qua LAt kr.,.5- ,n "Di- CELL#064- R 6 a -72....X7 CITY h�5. STATE F-'L- ZIP CODE 3 a,5 q EMAIL t\-; l(yel t,nei4ALIG1)561 sN - -- ❑ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent C- I(1� 1ri L\` Q `� 3---/ 3 SIG ATURE APPLI�uANT \-1-r;PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this •• _ J day of 0 (1 ,20t8 by State of I— County of ii) 0 lf Q Identification verified: L-5 4 o - a .57-& 4 - 3 3i Oath Sworn: ❑ Yes ❑ No 4 111 - _ di =S` Y; TONI GINDLESPERGER NotarySignature I t.� MY COMMISSION#FF 924951 9 p ' EXPIRES:October 6,2019 47:;:f;4• Bonded Thru Notary Public Underwriters My Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 CITY OF ATLANTIC BEACH J ____..) fj 800 Seminole Road ,- ' Atlantic Beach,Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 6 ti i q Revision to Issued Permit Corrections to Commentst7Permit# It-CS I 0 — 6 Project Address , -c. - CA Q t, i\-4_, S-( , Contractor/Contact Name cJ )e, L Q12_.-6 1,4 yAS2-c * C- 119-1 p Phone Email Description of Proposed Revision/Corrections: Permit Fee Due $ 0,0 n. -\-(IA.L M st t_pc-Lr) c W tC (*voi € ' Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved D d Not Applicable to Department i nfeC____ -e-c1 Revision/Plan Review Comments i e IJ G ( , , - O 6 - ■ 'sent Review Required: ` Buildin• �� . ., & Zoning Reviewed :y Tree £•ministrator . Public Works ^' c, Public UtilitiesS<' — t// — Public Safety Date Fire Services oLALyfr, City of Atlantic Beach APPLICATION NUMBER IA Building Department nEGEWEn (To be assigned by the Building Department.) _ A 800 Seminole Road. p v I� `� Atlantic Beach, Florda 32233 5445 ►�f L 0 2018 I 1 ES' —O Z z \ � Phone(904)247-5826 • Fax(904) 247-5845 ilF5\0:3 �? E-mail: building-dept@coab.us Date routed: 7 /J City web-site: http://www.coab.us ... .___ APPLICATION REVIEW AND TRACKING FORM Property Address: 2 ial De artment review required Yes No p, ,,__ uildina Applicant: L .V LQ PmE-\y - I.�nn'ng &Zoning Tree Administrator Project: ii---)Em.0 W t Y(-f /\)&..,0 ` u i�c—CA l ublic Utilities 0 ND Ex is—[" i IDC &L-R€ Public Safety---- Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By i>. 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: pproved. I (Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING ky,Reviewed by. Date: 'i(../f TREE ADMIN. Second Review: nApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: 5/1912017 ,.%,i1- ATLANTIC BEACH BUILDING DEPT. /;= ( J7 \ City of Atlantic Beach APPLICATION NUMBER �s a r Building Department (To be assigned by the Building Department.) Ar• r .°.old �: 800 Seminole Road. 1 V v ,� Atlantic Beach, Florda 32233-5445 E� � "v Z Phone(904)247-5826 • Fax(904)247-58 C• ii -- ,„,,' E-mail: building-dept@coab.us �(!! n 2018 Date routed: 7 /J City web-site: http://www.coab.us i i BY:. APPLICATION REVIEW AND TRACKING FORM Property Address: 2 i PI NIC `r Department review required Yes No ` uilding2 Applicant: L__ GVLr Pn(l,ES`j” � A g &Zoning Tree dministra or Project: C= ) E./\.O W i Y 64 ��) ` J_ u iTfc Works public Utilitie ©t� E)C i S`r i eLDG L- Trubllc Safety-` '�V Fire Services Review fee $ 2.5" Dept Signature k w-N„ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By /pz-. 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: APP ATION STATUS Reviewing Department First Review: VlApproved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING 7/I� l? Reviewed by:� TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable PUB )ORKS Comments: puZiCisAFilye Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 FFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft")a,12'/c Non-Habitable Space (ft") p s LAND INFORMATION: Zoning District 2 S- Flood Zone X Minimum FFE 4I 111 BUILDING INFORMATION: Construction Type f v j3 Occupancy Group Sing-c rQ toil/ Number of Stories 2 Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 -__[, O ,p it,(0,,,do, OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 2242 Builder Name: JBL Development Street: 229 Pine Street Permit Office: City,State,Zip: Atlantic Bch,FL,32223 Permit Number: Owner. Rubin Jurisdiction: Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3337.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=19.0 1680.00 ft2 b.Frame-Wood,Exterior R=13.0 1397.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 260.00 ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1221.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1221.00 ft2 6. Conditioned floor area above grade(ft2) 2242 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(451.3 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 190 a. U-Factor: Dbl,U=0.36 451.25 ft2 SHGC: SHGC=0.31 b. U-Factor. N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 46.0 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 46.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.758 ft. Area Weighted Average SHGC: 0.310 14.Hot water systems 8. Floor Types (1241.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF:0.960 a.Slab-On-Grade Edge Insulation R=0.0 1021.00 ft2 b. Conservation features b.Floor over Garage R=19.0 220.00 ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 68.91 PASS Glass/Floor Area: 0.201 Total Baseline Loads: 69.98 I hereby certify that the plans and specifications covered by Review of the plans and .••'•,KNE-STgl, this calculation are in compliance with the Florida Energy specifications covered by this •`ti. �",i* �0�;• Code. calculation indicates compliance, ;, // with the Florida Energy Code. ��:`,,,,,,�fr':."; .,,,. ,,.Off'; PREPARED BY: r' Before construction is completed • ? 'ie_ 6-15-2018 this buildingwill be inspected for ` °�` i,),' : lz DATE: P : c� e_ a compliance with Section 553.908 '~° ••• ` Florida Statutes.I hereby certify that this building, as designed, is in compliance ••., 5 with the Florida Energy e. , • � '•'.con yvtIVY OWNER/AGENT: %kk BUILDING OFFICIAL: �'/ DATE: _ j7- DATE: -7•a-0 •aoick-- - 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 7.00 ACH50(R402.4.1.2). 6/15/2018 11:52 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 5 OFFICE COPY 2017-AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 2242 Builder Name: JBL Development Street: 229 Pine Street Permit Office: City,State,Zip: Atlantic Bch,FL,32223 Permit Number: Owner: Rubin Jurisdiction: w Design Location: FL,Jacksonville c� 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 anygaps in the air barrier shall be sealed. 9 P 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 comers 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 envelope 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 pining 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 ceilinas. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 6/15/2018 11:52 AM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 , FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 2242 Builder Name: JBL Development Street: 229 Pine Street Permit Office: City,State,Zip: Atlantic Bch,FL,32223 Permit Number: Owner: Rubin Jurisdiction: Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3337.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1680.00 ft2 b.Frame-Wood,Exterior R=13.0 1397.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 260.00 ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1221.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1221.00 ft2 6. Conditioned floor area above grade(ft2) 2242 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(451.3 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 190 a. U-Factor: Dbl,U=0.36 451.25 ft2 SHGC: SHGC=0.31 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 46.0 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 46.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.758 ft. Area Weighted Average SHGC: 0.310 14.Hot water systems 8. Floor Types (1241.0 sqft.) Insulation Area a.Electric Cap:50 gallons EF:0.960 a.Slab-On-Grade Edge Insulation R=0.0 1021.00 ft2 b. Conservation features b.Floor over Garage R=19.0 220.00 ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.201 Total Proposed Modified Loads: 68.91 PASS Total Baseline Loads: 69.98 I hereby certify that the plans and specifications covered by Review of the plans and .•.'4.1;HE STgT this calculation are in compliance with the Florida Energy specifications covered by this :v FOS•.,_ Code. calculation indicates compliance `� ..,.pi.:';`• . 1 �/ with the Florida Energy Code. +n,,, . ..... O PREPARED BY: - ��Y' � Before construction is completed ' I i - -- -, -. t DATE: 6-15-2016 this building will be inspected for 0 "' . ----- y compliance with Section 553.908 ': `•,. /: ° ° . I herebycertifythat this building, as designed, is in compliance Florida Statutes. 'r'' �'' .A :' with the Florida Energy e. .COD{�y'E•. OWNER/AGENT:_ __ IAN_ BUILDING OFFICIAL: DATE: , - ("i DATE: 1'4940 'aeveS1--- - 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 7.00 ACH50(R402.4.1.2). 6/15/2018 11:52 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 2242 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2242 Lot# Owner Name: Rubin Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: JBL Development Rotate Angle: 0 Street: 229 Pine Street Permit Office: Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,State,Zip: Atlantic Bch, Family Type: Single-family FL, 32223 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2242 21299 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2242 21299 Yes 4 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ____ ___ 220 ft2 19 0 0 1 2 Slab-On-Grade Edge lnsulatio Main 165 ft 0 1021 ft2 ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1287 ft2 204 ft2 Medium 0.65 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1221 ft2 N N CEILING I # Ceiling Type - Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1221 ft2 0.1 Wood 6/15/2018 11:52 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 5 ' FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS V Adjacent Cavity Width Height Sheathing Framing Solar Below #__Omt To- Wall Type Space R-Value Ft In Ft In Area R-Value-Fraction- -Absor__Grade% 1 NE Exterior Frame-Wood Main 13 45 0 9 0 405.0 ft2 0 0.25 0.3 0 2 NE Exterior Frame-Wood Main 19 51 0 10 0 510.0 ft2 0 0.25 0.3 0 3 SE Exterior Frame-Wood Main 13 36 6 8 0 292.0 ft2 0 0.25 0.3 0 4 SE Exterior Frame-Wood Main 19 33 0 10 0 330.0 ft2 0 0.25 0.3 0 5 SW Exterior Frame-Wood Main 13 49 3 8 0 394.0 ft2 0 0.25 0.3 0 6 SW Exterior Frame-Wood Main 19 51 0 10 0 510.0 ft2 0 0.25 0.3 0 7 NW Exterior Frame-Wood Main 13 34 0 9 0 306.0 ft2 0 0.25 0.3 0 8 NW Exterior Frame-Wood Main 19 33 0 10 0 330.0 ft2 0 0.25 0.3 0 9 - Garage Frame-Wood Main 13 26 0 10 0 260.0 ft2 0 0.25 0.01 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None .39 3 8 24 ft2 2 - Insulated Main None .39 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 ne 1 Vinyl Low-E Double Yes 0.36 0.31 N 12.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 2 ne 1 Vinyl Low-E Double Yes 0.36 0.31 N 20.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 3 ne 2 Vinyl Low-E Double Yes 0.36 0.31 N 6.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 4 ne 2 Vinyl Low-E Double Yes 0.36 0.31 N 15.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 5 se 3 Vinyl Low-E Double Yes 0.36 0.31 N 30.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 6 se 4 Vinyl Low-E Double Yes 0.36 0.31 N 96.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 7 se 4 Vinyl Low-E Double Yes 0.36 0.31 N 96.0 ft2 10 ft 0 in 2 ft 0 in Drapes/blinds None 8 sw 5 Vinyl Low-E Double Yes 0.36 0.31 N 22.7 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 9 sw 5 Vinyl Low-E Double Yes 0.36 0.31 N 20.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 10 sw 5 Vinyl Low-E Double Yes 0.36 0.31 N 25.8 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 11 sw 6 Vinyl Low-E Double Yes 0.36 0.31 N 10.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 12 nw 7 Vinyl Low-E Double Yes 0.36 0.31 N 24.0 ft2 8 ft 0 in 2 ft 0 in Drapes/blinds None 13 nw 7 Vinyl Low-E Double Yes 0.36 0.31 N 10.8 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 14 nw 7 Vinyl Low-E Double Yes 0.36 0.31 N 30.0 ft2 1 ft 7 in 2 ft 0 in Drapes/blinds None 15 nw 7 Vinyl Low-E Double Yes 0.36 0.31 N 15.0 ft2 8 ft 0 in 2 ft 0 in Drapes/blinds None 16 NW 8 Vinyl Low-E Double Yes 0.36 0.31 N 18.0 ft2 8 ft 0 in 2 ft 0 in Drapes/blinds None 6/15/2018 11:52 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 414ft' 414ft2 53ft 8ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA Egl.A ACH ACH 50 1 Wholehouse Proposed ACH(50) .000423 2484.9 136.42 256.55 .4186 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 46 kBtulhr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER:14 46 kBtu/hr 1380 cfm 0.7 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.96 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC 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 Attic 6 190 ft2 Attic 35 ft2 Default Leakage Main (Default) (Default) 1 1 6/15/2018 11:52 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 5 ' FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar ' Apr Ma Jun Jul X Au X Se Oct Nov Dec HeatinX!Jan X1 Feb 'XJ 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 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 Main Name: Test Rater Signature: Rating Compant: Test Rater Date: 6/15/2018 11:52 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 5 of 5 , 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 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 Attic/Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 46.0 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. 2242 d) Room unit/PTAC EER e) Other 7. Windows,type and area a) U-factor:(weighted average) 7a. 0.360 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.310 14. Heating system: Capacity 46.0 c)Area 7c. 451.3 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 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 0.96 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. varies 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) 1061. 2. Masonry(Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b)Cross ventilation No b)Single assembly 11b. 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. IN Builder Signature: 67 pm 4-1--11 Date: (1 ( .7 ri e I Address of New Home: 229 Pine Street City/FL Zip: Atlantic Bch, FL 32223 6/15/2018 11:52:29 AM EnergyGauge®USA 6.0.02-FlaRes2017 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: JBL Development Community: Lot: NA Address: 229 Pine Street City: Atlantic Bch State: FL Zip: 32223 Air Leakage Test Results Passing results must meet either the Performance. Prescriptive, or ERI Method 0 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. 0 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. A CH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 _ 21299 = Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3. Mechanical Ventilation installation 0 Field measured and calculated 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 test. shall be turned off. 6. Supply and return registers. if installed at the time of the test, 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: 6/15/2018 11:52:59 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: 229 Pine Street Permit Number: Atlantic Bch,FL,32223 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. El R402.4.1 Building thermal envelcif a 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. E 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 dosed,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 dosed 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 leakagdindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/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. 6/15/2018 11:52 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. O 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. O R403.3.2 Sealing(Mandatory) All ducts,air handlers,fitter 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. 0 R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑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. 6/15/2018 11:52 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 3 Y: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). ❑ R403.5.6.1.1 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 bumer(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. O 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. 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 MAXIMUN (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 6/15/2018 11:52 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. Electric resistancefurnaces be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1.shall ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers 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 heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit 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 the 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 buming pilot lights. 6/15/2018 11:52 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 0 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(Mandatoryle energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS El 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 buming pilot lights. 6/15/2018 11:52 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 Manual S Compliance Report Job: 229 Pine wrightsoft Date: 6-14-2018 Entire House By: Florida Air Service& Engineering Plan: 2242 150 Hilden Road 308,Ponte Vedra,Fl 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM Project Information For: JBL Development 1028 Lauriston Drive, St Johns, Fl 32259 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 33774 Btuh Entering coil DB: 76.8°F Outdoor design WB: 77.0°F Latent gain: 5409 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 39183 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH 14NB0480000A0+FB4CNP048L Actual airflow: 1400 cfm Sensible capacity: 36491 Btuh 108%of load Latent capacity: 7575 Btuh 140%of load Total capacity: 44066 Btuh 112%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 31462 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH 14NB0480000A0+FB4CNP048L Actual airflow: 1400 cfm Output capacity: 36256 Btuh 115'/0 of load Capacity balance: 24 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output capacity: 6.1 kW 66%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft- 2018-Jun-15 11:41:14 -- ... Right-Suite®Universal 2018 18.0.11 RSU09479 Page 1 A'C'A ...r Services JBL Development GrouplRubiM2242.rup Calc=MJ8 Front Door faces:NW Project SummaryJob: 229 Pine ro 4 wrightsoft Date: 6-14-2018 Entire House By: Florida Air Service & Engineering Plan: 2242 150 Hilden Road 308,Ponte Vedra,H 32081 Phone:904-823-9696 Web:WWW.NORTHFLORIDAAIR.COM Pro'ect Information For: JBL Development 1028 Lauriston Drive, St Johns, Fl 32259 Notes: 229 Pine Steet Atlantic Bch, Fl. Desi• n Information Weather: Jacksonville/Intnl., FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26219 Btuh Structure 28145 Btuh Ducts 5244 Btuh Ducts 5629 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31462 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33774 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2855 Btuh Ducts 2554 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2242 2242 Equipment latent load 5409 Btuh Volume(1t3) 22541 22541 Air changes/hour 0.32 0.16 Equipment Total Load(Sen+Lat) 39183 Btuh Equiv.AVF(cfm) 120 60 Req.total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NB0480000A0 Cond CH14NB0480000A0 AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 13800 Btuh Temperature rise 30 °F Total cooling 46000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=24°F Backup: Input=6 kW, Output=20895 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtscsft 2018-Jun-15 11:41:14 Right-Suite®Universal 2018 18.0.11 RSU09479 Page 1 ACCA ...r Services JBL Development Group\Rubin\2242.rup Calc=MJ8 Front Door faces:NW 000000000000000000000000000-0o m cg 00 CO A 00A00 00 ro 8 U 8 0 co 0)C 8a 0000000000000000000000.0000R00 pTz�; 00 W 000)00 00 z L _03 ,Y N N O 0 N = O N _Co d a N O % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 00 O O) N t0 N N N 0 Ai?:r C 0�` •-..t, LLI 63 COM 0 0 000000000000000000000000000N00 O w —3 C3O N N N CO 13 7 t� 8C ytn tq M r r r r r O)M aDYm O N 1n tp,-n N 1� LLS ISN Ina, 1-ONM N Of N 0 0 ^O 0)O 4 O 004�R q cc�� N aND OM CO N ON fiAV M.- 0 lV c� 0 r /) J MNm .-O aNNNN VNoDNgf7haa " MM0.'01. 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I U0s4146U-IM . , 4 wrightsoft Right-J® Worksheet Job: 229 Pine Entire House Date: 6-14-2018 By: Florida Air Service & Engineering Plan: 2242 150 Hilden Road 308,Ponte Vedra,Fl 32081 Phone:904-823-96% Web:VWWJ.NORTHFLORIDAAIR.COM 1 Room name M WIC 0 Bath 2 Exposed wall 7.0 ft 9.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 75.0 ft 1.0 x 123.0 ft 5 Room area 75.0 f t' 123.0 f N I i I I Ty Construction U-value Or I HTM I Area (ft ) Load I Area (ft') ( Load number (Btuh/f t'-°F) (Btuh/ft') or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) { Heat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 6 V/ 12C-Osw 0.091 ne 3.41 2.29 63 63 215 144 81 61 208 140 . -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 20 0 428 785 12E-Osw 0.068 ne 1.45 0.82 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 3.41 2.29 0 0 0 0 0 0 0 0 I G 1D c2ow 0.570 se 21.38 38.86 0 0 0 0 0 0 0 0 VI 12E-Osw 0.068 se 2.55 1.43 0 0 0 0 0 0 0 0 -G 1D-c2owd 0.570 se 21.38 39.94 0 0 0 0 0 0 0 0 -G 1D-c2owd 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 VI 12C-Osw 0.091 sw 3.41 2.29 0 0 0 0 0 0 0 0 -G 10B-w 0.600 sw 22.50 11.32 0 0 0 0 0 0 0 0 -0 1D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 tit/ 12E-Osw 0.068 sw 1.84 1.03 0 0 0 0 0 0 0 0 C, 1D-c2ow 0.570 sw 21.38 34.57 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 3.41 2.29 0 0 0 0 0 0 0 0 -G 10B-w 0.600 nw 22.50 21.37 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 -G 1 D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 12E-Osw 0.068 nw 0.87 0.49 0 0 0 0 0 0 0 0 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 D 1100 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 Pi 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 0 0 0 0 1100 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.09 1.56 75 75 90 129 123 123 148 211 F 19A-13bscp 0.065 - 1.31 0.62 7 7 12 6 9 9 16 8 F 19C-19csco 0.049 - 0.64 0.30 0 0 0 0 0 0 0 0 6 c)AED excursion -57 -136 If Envelope loss/gain I I 3171 2231 I 799 1007 12 a) Infiltration 123 29 158 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 440 252 957 1045 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 8 13 16 14 Subtotal 447 260 971 1061 15 Duct loads 20% 20% 89 52 20% 20% 194 212 Total room load I 1 5371 3121 1 11651 12731 Air required(cfm) 24 13 52 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +* wrrgnr-_.-,rt 2018-Jun-1511:41:14 .-7-_.-_o Right-Suite®Universal 2018 18.0.11 RSU09479 Page s ...r Services\JBL Development Group\Rubin\2242.nip Calc=MJ8 Front Door faces:NW n �v> v o 0o n ooNRQ [...sr 7a 00000 oN0000 o Nx oom P>oo 0)0 00o O(O n0 8iivo ;72 e 4 4 0Na 8 8 y O _1m 000000000 O O 00N OO� OO ea Z MO OOO OOD�O O A 0 0N�O Om 026 0 v- 4 = fV 4� O� til l7 Qf N C O +C N ii N C a 0. -- aR N a N J N x 000 00 omo 00 ONO NP>00�000 00 000 Oto m0 NCO N 0 y N N li r C C -0 7 Q m O o V. 000 00 00>O 00 000 Oi0 00�NOO NO 000 OOD W O p ,p L_ 0 4 q W7 N fNV — YfV N CO N f�0t N d O 0 f6 7 fn.-00000000OMN00000ONN000000041-1.-- 0 nD n 20 0 000 �a @ fOn V �N N rn ^ �4 N _ $ 0 pry en Og 2 O 00 000 00 O 0 00 00 O(pi00 000 ODnp O O O O0O f, 8 cC L O J`.' a N e-0 1[1 Na f'7 0 N lh SOA N E o t en Y Y Q c8 2 2 O x _— • 7 0 ov N o 0 0 0 0 0 0 0 0 0T fn o 0 0 0 T o 0 0 0 0 0 0 0 o fR O N o N Q fA ^ N aa¢ Oco Ct- r, y N 2 I'. 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WW _°� 0 0 O O N O O N 0 0 0 O N A 0 0 0)O O O O O O o 0 0 0 0 O O 0 O 0 o 0 0 0 O O O O 0 O 0 _ C N R OD 1. 8$N c '003 O L o oO o$0000aoB000000O000000000000000 3— .� y O � . c .n ___ CO» N _. 0 o p Cl) N 01 N se 0 0 0 0 0 0 0 N 0 O O 0 O W O O O O O O O O O O O O O 0 O O x w T N A O O W N 73. x O 7 N 2 N 1D O CO ��pp pN w O'� ' {� _, pWp p p N N CD A O j N O O O U O t)0 O W O O O O N A O O O O O A O+O O O O O O S2 O O O O O O O O E i SO d 8 pV j N pp •G c0 O §O O g N pv WA N v A C C 00 O 00 O O�+00 000)W O 000 00)W 00 000 O tND 000 00 000 414- wrightsoft Right-J® Worksheet Job: 229 Pine Entire House Date: 6-14-2018 By: Florida Air Service & Engineering Plan: 2242 150 Hilden Road 308,Ponte Vedra,Fl 32081 Phone:904-823-9696 Web:VVMW.NORTHFLORIDAAIR.COM 1 Room name Family Foyer 2 Exposed wall 40.0 ft 5.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 371.0 ft 1.0 x 65.0 ft 5 Room area 371.0 ft' 65.0 ft' i I I Ty Construction U-value Or I HTM Area (f t') Load I Area (f t') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 1 Heat 1 Cool Gross N/P/S Heat I Cool I Gross ! N/P/S Heat 1 Cool 6 VJ 12C-Osw 0.091 ne 3.41 2.29 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 V.1 12E-Osw 0.068 ne 1.45 0.82 0 0 0 0 0 0 0 0 11 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 I 12C-Osw 0.091 se 3.41 2.29 0 0 0 0 0 0 0 0 G 1D c2ow 0.570 se 21.38 38.86 0 0 0 0 0 0 0 0 VI 12E-Osw 0.068 se 2.55 1.43 150 54 138 77 0 0 0 0 -G 1 D-c2owd 0.570 se 21.38 39.94 0 0 0 0 0 0 0 0 -G 1D-c2owd 0.570 se 21.38 18.20 96 96 2052 1747 0 0 0 0 VJ 12C-Osw 0.091 sw 3.41 2.29 0 0 0 0 0 0 0 0 -G 10B-w 0.600 sw 22,50 11.32 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 -C 1D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 VI/ 12E-Osw 0.068 sw 1.84 1.03 250 250 638 359 0 0 0 0 �G 1D-c2ow 0.570 sw 21.38 34.57 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 3.41 2.29 0 0 0 0 0 0 0 0 -G 10B-w 0.600 nw 22.50 21.37 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 -.0 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 12E-Osw 0.068 nw 0.87 0.49 0 0 0 0 50 26 66 37 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 D 1100 0.390 nw 14.62 11.78 0 0 0 0 24 24 351 283 PI 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 80 80 273 111 , D 11D0 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.09 1.56 0 0 0 0 0 0 0 0 F 19A-13bscp 0.065 - 1.31 0.62 371 371 662 314 65 65 116 55 F 19C-19csco 0.049 - 0.64 0.30 0 0 0 0 0 0 0 0 6 c)AED excursion -712 -93 Envelope loss/gain I 3489 17851 806 f 393 12 a) Infiltration 781 185 I 98 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal(lines 6 to 13) 4270 3170 904 416 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4270 3170 904 416 15 Duct loads 20% 20% 854 634 20% 20% 181 83 1 Total room load 1 1 51241 38041 I 1 10851 4991 Air required(cfm) 228 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+* w•-Agititcrsft 2018-Jun-1511:41:14 Right-Suite®Universal 2018 18.0.11 RSU09479 -. Page 8 ...r Services\JBL Development Group\Rubin\2242.rup Calc=MJ8 Front Door faces:NW 4 wrightsoft Right-J® Worksheet Job: 229 Pine Entire House Date: 6-14-2018 By: Florida Air Service & Engineering Plan: 2242 150 Hilden Road 308,Ponte Vedra.Fl 32081 Phone:904-823-9696 Web:WVWV.NORTHFLORIDAAIR.COM 1 Room name Powder Pantry 2 Exposed wall O ft O ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 7.0 x 7.0 ft 5.0 x 7.0 ft 5 Room area 49.0 ft' 35.0 ft' I I I I I Ty Construction U-value Or I HTMI Area (ft') Load Area (f t') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) 1 Heat I Cool I Gross I N/P/S Heat Cool 1 Gross I N/P/S Heat I_ Cool 6 Vi 12C-Osw 0.091 ne 3.41 2.29 0 0 0 0 0 0 0 0 . -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 . VJ 12E-Osw 0.068 ne 1.45 0.82 0 0 0 0 0 0 0 0 1 1 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 ne 21.38 39.24 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 3.41 2.29 0 0 0 0 0 0 0 0 L� 1D-c2ow 0.570 se 21.38 38.86 0 0 0 0 0 0 0 0 VJ 12E-Osw 0.068 se 2.55 1.43 0 0 0 0 0 0 0 0 -G 1D-c2owd 0.570 se 21.38 39.94 0 0 0 0 0 0 0 0 -G 1D-c2owd 0.570 se 21.38 18.20 0 0 0 0 0 0 0 0 Vi 12C-Osw 0.091 sw 3.41 2.29 0 0 0 0 0 0 0 0 .-G 10B-w 0.600 sw 22.50 11.32 0 0 0 0 0 0 0 0 -0 1D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 -G 1 D-c2ow 0.570 sw 21.38 38.86 0 0 0 0 0 0 0 0 V)! 12E-Osw 0.068 sw 1.84 1.03 0 0 0 0 0 0 0 0 �(` 1D-c2ow 0.570 sw 21.38 34.57 0 0 0 0 0 0 0 0 VJ 12C-Osw 0.091 nw 3.41 2.29 0 0 0 0 0 0 0 0 -G 10B-w 0.600 nw 22.50 21.37 0 0 0 0 0 0 0 0 -C 1 Dc2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 -G 1Dc2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 -G 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 Vi/ 12E-Osw 0.068 nw 0.87 0.49 0 0 0 0 0 0 0 0 1_2D 1D-c2ow 0.570 nw 21.38 39.24 0 0 0 0 0 0 0 0 1100 0.390 nw 14.62 11.78 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 3.41 1.39 70 70 239 97 50 50 171 70 D 11D0 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.09 1.56 0 0 0 0 0 0 0 0 F 19A-13bscp 0.065 - 1.31 0.62 49 49 87 41 35 35 62 30 F 19C-19csco 0.049 - 0.64 0.30 0 0 0 0 0 0 0 0 6 c)AED excursion1 -251 1 -18 Envelope loss/gain 326 113 2331 81 1 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants© 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 10 13) 326 113 233 81 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 86 30 -233 -81 14 Subtotal 412 143 0 0 15 Duct loads 20% 20% 82 29 20% 20% 0 0 Total room load ( I 4951 1721 I 01 0 Air required(cfm) 22 7 0 J 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ - wr1g1ttcort 2018-Jun-1511:41:14 sKC�A Right-Suite%Universal 2018 18.0.11 RSU09479 Page 9 ...r Services\JBL Development Group\Rubin\2242.nip Calc=MJ8 Front Door faces:NW • 0A W N 01 -.. 0 04,(4.— I I w .n T 0Tm7 TTn < G G < 6.- _ca coni �S a g cd $ > G7C�C1G7`rat`IG7`ril It - §1m 3 7 6 p d O 1pp Q1 op 1 _ tel. 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N • 2nd Floor ii ci Bath : Bed Bed 2 6" .•• ,•4 20 cfm.-,: 0.0 84 cfm cfm r 10x10 10 1e f ■ • ecf illig � WIC ? ?�•�.r --......•-'' Sup Riser M WIC �0 ' �. • �� 18 cfm 24 cfmtiAl." Toile 400' : idr 12" IV • 4 •' 0 Batl 112 cfm -_ • 1.•• 53 cfm Loh _ V 6" "4 112 cfm r� 10 x 10 "4 112 cfm ' 112 cfm - Owner 1_,:- _ 1---. L ...,i' l Job#: 229 Pine Florida Air Service & Engineering Scale: 1 :86 Performed for: Page 2 JBL Development 150 Hilden Road 308 Right-Suite®Universal 2018 1028 Lauriston Drive Ponte Vedra,Fl 32081 18.0.11 RSU09479 St Johns,Fl 32259 Phone:904-823-9696 2018-Jun-15 11:41:58 WWW.NORTHFLORIDAAIR.COM _..Development Group\Rubin\2242.rup Duct System Summary 6.1 Job: Pine 4 wrightsoft Date: 6-142018 Entire House By: Florida Air Service& Engineering Plan: 2242 150 Hilden Road 308,Ponte Vedra,Fl 32081 Phone:904-823-9696 Web.WVWV.NORTHFLORIDAAIR.COM Project Information For: JBL Development 1028 Lauriston Drive, St Johns, Fl 32259 Heating Cooling External static pressure 0.25 in H2O 0.25 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.198/0.052 in H2O 0.198/0.052 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length(TEL) 231 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 3 h 459 20 11 0.100 4.0 Ox 0 VIFx 13.4 90.0 st1 Bed 2 h 2106 94 88 0.100 6.0 Ox 0 VIFx 19.4 90.0 st1 Bed 3 c 1877 84 83 0.100 6.0 Ox 0 VIFx 18.1 90.0 st1 Dining c 6896 201 286 0.100 8.0 Ox 0 VIFx 35.8 140.0 st5 Family h 2562 114 79 0.100 6.0 Ox 0 VIFx 37.5 140.0 st5 Family-A h 2562 114 79 0.100 6.0 Ox 0 VIFx 29.2 140.0 st5 Flex h 2106 94 90 0.100 6.0 Ox 0 VIFx 43.3 140.0 st5 Foyer h 1085 48 21 0.100 4.0 Ox 0 VIFx 39.0 140.0 st5 Kitchen c 3040 99 126 0.100 6.0 Ox 0 VIFx 36.6 140.0 st5 Laundry c 113 4 5 0.100 4.0 Ox 0 VIFx 11.5 90.0 st1 Loft c 2699 94 112 0.100 6.0 Ox 0 VIFx 25.6 110.0 st3 Loft-A c 2699 94 112 0.100 6.0 Ox 0 VIFx 28.2 110.0 st3 M wic h 537 24 13 0.100 4.0 Ox 0 VIFx 15.5 90.0 st1 O Bath c 1273 52 53 0.100 4.0 Ox 0 VIFx 27.3 110.0 st3 Owners c 2699 110 112 0.100 6.0 Ox 0 VIFx 29.5 110.0 st3 Owners-A c 2699 110 112 0.100 6.0 Ox 0 VIFx 23.3 110.0 st3 Powder h 495 22 7 0.100 4.0 Ox 0 VIFx 34.6 140.0 st5 Toilet c 92 3 4 0.100 4.0 Ox 0 VIFx 23.9 110.0 st3 WlC 3 h 415 18 9 0.100 4.0 Ox 0 VIFx 21.3 120.0 st4 Bold/italic values have been manually overridden wrightsoft- 2018-Jun-1511:41:16 .- . -. Right-Suite®Universal 2018 18.0.11 RSU09479 Page 1 AC ...r Services\JBL Development Group\Rubin\2242.rup Calc=MJ8 Front Door faces:NW Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 692 687 0.100 647 14.0 0 x 0 VinIFIx st4 st3 Peak AVF 464 504 0.100 642 12.0 0 x 0 VinIFIx st1 st4 Peak AVF 710 696 0.100 664 14.0 0 x 0 VinIFIx st1 st1 Peak AVF 1400 1400 0.100 1310 14.0 0 x 0 VinIFIx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 1400 1400 48.1 0.080 642 20.0 Ox 0 VIFx rst3 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rst3 Peak AVF 1400 1400 0.080 642 20.0 0 x 0 VinIFIx Bold/italic values have been manually overridden wri9htson 2018-Jun-15 11:41:16 ti Right-Suite®Universal 2018 18.0.11 RSU09479 Page 2 AC ...r ServicesUBL Development Group\Rubin\2242.rup Calc=MJ8 Front Door faces:NW OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: Xtx-1 n e'Scde it c Permit # t Project Address: ,2.)a ?In,. A+14 041 C GLC'k( FL 3 A a 13 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. Category/Subcategory Manufacturer Product Description 1 Limitation of Use State# Local# J A.EXTERIOR DOORS 1. Swinging ,17)4.-11 . Ij , 2. Sliding - Yeid►.: icr4c, ' (s(ao2(o, l 3. Sectional C141_ Over-6=A r- 4e,Z.4 -`5 _ 4.Roll up 5.Automatic 6.Other B.WINDOWS 1. Single hung 1��.a .is 027086 2.Horizontal slider r yJ -- _ 3. Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11. Dual action • 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding , 1--of 5A) r l.2z,c16. 2. Soffits • 3. EIFS • 4. Storefronts 5. Curtain walls 6. Wall louvers • 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other /41 ilk �i iJ 1264e D. ROOFING PRODUCTS 1. Asphalt shingles A.J.--5 eon,'ock \+-9N 1 L{Of I 2. Underlayments G UUvizr 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 11. Wood shingles/shakes 12. Roofing slate • 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory I Manufacturer I Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6.Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # f H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) S.S' L1 (Signature) UY� Company Name: . L `i4.v'cI�c�u;rc"k- t'C'K.� -�-n C • Mailing Address: OXI3 LeXi. 5.-}zio D -- City: ;.7-1---) State: r L Zip Code: 3 5rr' Telephone Number: (1 Oj ) q Fax�?a 7-7 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address:3‘7141.2 vvl ce7me c 6' 1 . net- D,ct tntczrtclk Code Compliance Research Report Total Quality.Assured. CCRR-0258 Issued: 10-31-2016 Renewal Due: 10-31-2018 Revised: 11-21-2017 DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION Use on exterior walls permitted to be of Type V Section:07 45 00—Fiber-reinforced Cementitious Panels construction. Use on walls required to be of fire-resistance-rated REPORT HOLDER: construction. Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE Johns Creek,Georgia 30097 www.nichiha.com The NichiProductsTM siding products recognized in this report comply with the Codes listed in Section 1.1,for the properties REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when NichiProductsTM Fiber-Cement Siding Products installed as described in this report, including the Conditions of Use stated in Section 6. 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 3.1 NichiProducts"'Fiber Cement Siding Products: 2018,2015,and 2012 International Building Code®(IBC) 2018,2015,and 2012 International Residential Code® The siding products are used for lap and panel siding. A (IRC) description of the siding products, their dimensions and 2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2. Residential(FRC)(see Section 9) 2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS and Residential(CRC)(see Section 9) 4.1 Physical Properties: The siding products comply with NOTE: This report references 2018 Code sections with ASTM C1186, Type A, Grade II, in accordance with IBC [2015] Code sections shown in brackets where they differ. Section 1403.10[1404.10]and IRC Section R703.10. 1.2 The NichiProductsTM siding products described in this 4.2 Wind Resistance: The maximum allowable wind report have been evaluated for the following properties pressure for each of the siding products is described in (see Table 1): Tables 3,4,5 and 6. Physical properties Wind resistance 4.3 Surface Burning Characteristics: The siding products Surface burning characteristics have a flame spread index of 0 and a smoke-developed Noncombustibility index of 0,when tested in accordance with ASTM E84. Weather protection Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying 1.3 The NichiProductsTM siding products have been with IBC Section 703.5 as determined by testing in evaluated for the following uses(see Table 1): accordance with ASTM E136. Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in Use on exterior walls in Types I, II, Ill,and IV construction accordance with Section 5.2 of this report. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building r 7n Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 2 of 22 4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProductsTM siding products are produced rated construction is outside the scope of this report. under a quality control program with inspections by Intertek Testing Services NA, Inc. 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186, USA Inc., published installation instructions, the applicable ASTM E84,ASTM E136,and ASTM E330. Code, and this Research Report. A copy of the 7.2 Data in accordance with the ICC-ES Acceptance Criteria manufacturer's instructions must be available on the for Fiber Cement Siding Used as Exterior Wall Siding jobsite during installation. (AC90), dated June 2012 (editorially revised September 5.2 Application: 2015). Under the IBC,the siding products must be installed over a 7.3 Intertek Listing Report "Nichiha NichiProductsTM Fiber water-resistive barrier complying with Sections 1403.2 Cement Siding Products" on the Intertek Directory of [1404.2] and 1402.5 [1403.5], and must be attached as Building Products. described for the specific assembly in Tables 3,4,5,and 6. 7.4 Documentation of an Intertek approved quality control Under the IRC,the siding products must be installed over a system for the manufacturing of products recognized in water-resistive barrier complying with Section R703.2. Lap this report. siding and panel siding may be installed as described in Table R703.3(1) [R703.4], for areas in which the design 8.0 IDENTIFICATION pressure does not exceed 30 psf and the mean roof height does not exceed the limits in Table R703.3.1, or as The NichiProducts" siding products are identified with the described in Tables 3 through 6. For conditions that exceed Nichiha USA Inc., name, and address, the product name, the these limits, the panels must be installed as described in Intertek Mark as shown below, and the Code Compliance Table 7. Research Report number(CCRR-0258). 6.0 CONDITIONS OF USECOMPOLIANCE 6.1 Installation must comply with this Research Report, the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict,this report Intertek governs. CCRR-0258 6.2 When allowable wind speed is determined in 9.0 OTHER CODES accordance with Table 3, the allowable wind speed must 9.1 California Building Code be equal to or greater than the design wind speed calculated in accordance with the applicable Code. 9.1.1 Scope of Evaluation: 6.3 When the wall construction includes a combustible The NichiProductsTM siding products were evaluated for water resistive barrier and is required to be of Type I, II, III, compliance with the 2016 and 2013 California Building or IV construction, use of the siding products is limited to a Code, including Chapter 7A. The siding products are maximum 40 feet in height above grade plane except noncombustible materials as defined in CBC Section 202 under the 2018 [2015] IBC where data has been presented and as permitted for use on exterior walls in CBC Section to the building official demonstrating compliance with the 707A.3. Exception to Section 1402.5 [1403.5]. 130 Derry Court•York• Pennsylvania • 17406 rro.Y intertek.com/building TIM Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 3 of 22 9.1.2 Conclusion: Use of the siding product for compliance with the High- The siding products, described in Sections 2.0 through 7.0 Velocity Hurricane Zone provisions of the 2017 and 2014 of this report, comply with the 2016 and 2013 California Florida Building Code—Building and the Florida Building Building Code, subject to the conditions noted in Section Code—Residential has not been evaluated,and is outside 6.0 of this report. Section numbers for the CBC— Building the scope of this Research Report. and Residential correspond to the 2015 IBC and IRC section Section numbers for the FBC — Building and Residential numbers. correspond to the 2015 IBC and IRC section numbers. Intertek is a quality assurance entity approved by the 9.2 Florida Building Code Florida Building Commission. 9.2.1 Scope of Evaluation: 10.0 CODE COMPLIANCE RESEARCH REPORT USE The NichiProductsTM siding products were evaluated for 10.1 Approval of building products and/or materials can compliance with the 2017 and 2014 Florida Building only be granted by a building official having legal authority Code — Building, Florida Building Code — Residential in the specific jurisdiction where approval is sought. and Florida Building Code — Energy Conservation. 10.2 Code Compliance Research Reports shall not be used 9.2.2 Conclusion: in any manner that implies an endorsement of the product by Intertek. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.3 Reference to the https://bpdirectorv.intertek.com is Florida Building Code — Building, Florida Building Code recommended to ascertain the current version and status — Residential and Florida Building Code— gy, subject of this report. Ener to the following conditions: This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 130 Derry Court•York • Pennsylvania • 17406 1 F,r 1 intertek.com/building 1: Intertek PCA-101 Version:6 April 2017 Le Code Compliance Research Report CCRR-0258 Page 4 of 22 TABLE 1 —PROPERTIES EVALUATED 2018 and 2018 and 2017 and 2017 and 2014 2016 and 2013 CBC PROPERTY 2015 IBC 2015 IRC 2014 FBC- FBC—Residential SECTION' SECTION' Building Physical properties 1403.10[1404.10] R703.10 1404.10 R703.10 1404.10 Surface burning characteristics 1403.10[1404.10] R703.10 1404.10 R703.10 1404.10 Noncombustibility 703.5 NA 703.5 NA 202,703.5 Wind resistance 1404.16[1405.16] R703.16 1405.16 703.1.2 1405.16 Weather resistance 1403.2[1404.2] R703.2 1404.2 R703.2 1404.2 1 Section numbers may be different for earlier versions of the International and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Product Name Nominal Siding Dimensions Intended Use Description Thickness(in.) Width: 5.25,6.25, 7.25, Smooth or Cedar NichiBoardT""plank 5/16 8.25,9.25 and 12 inches Lap siding finish Length: 12 feet 4 feet by 8 feet Cedar, Smooth, NichiPanelT""sheets 5/16 4 feet by 10 feet Panel siding Stucco and 4 feet by 12 feet Grooved-8-in.-oc- Cedar finish NichiStraightT""and 16 inches wide by 4 foot Designed to look like NichiStaggerednlap 5/16 Ion Lap panel siding individual cedar panels g shakes Width:6.25, 8.25 and 12 Designed to look like NichiShakeT"'Gadding 5/16 inches Lap shingle siding individual cedar Length: 18 inches shakes 130 Derry Court•York• Pennsylvania • 17406 _ intertek.com/building Intertek PCA-101 Version:6 April 2017 < Z U) Y 0) y m o " Fi is a m N 5 I 15 o N tT a o� m N O V z a N Q� Ch d a Q o - 0 0 ID c c° m gm to W O D _ _ S' v O- 0 0 = CD fD M K W y o •m m � 8 0 0 = 0 d •1 m 01 a y A W a . 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U) V 0 0) V (O W A V 0 N U) CO — A V U) O) CD — 4) tT CO t7 CD - N N N N N N N X a0 N N N N N A A U) U) U) U) CT V V CO CO CO CO OD CO A A j j CT tT O 0) V V CO CO CO CO '0 CO CO N V V V V N U1 0 O T O) O) -. (T 0 CO CO CO OD V .+ N -• t0 0 0 0 0 0 0 co N co CT CT Co U) w d m W I I I 0 -. -. N N N CO CO CO A A LT CT N 0) CO V N) N N CO CO CO CO OD OD CD tO 0 0 A A LT CT O) 0)CO 9 $V ulu n Y 161 co O N tT CO U) co N W co N o) A CO N O -. t0 A CO O CO V A tD LT CD CO CD O) CO N 0) 0 Co to 0 D 4� g 0 * I I I I I I I N N N N Co A A A A CT (T N N tP V V V W W t0 W W A A A A tT C I A O CO -. CO O CD V O N O) CO -+ CT O N A V tD N CT CO .+ A CO N al O CT V O A O CO Wv N N H 5' N a 03 cr, ©47 i � ` W ` 03 5 N 11) au! a N —1 g - g ' 9 N W O N J < com � z7 ›. 0 C a N 0) a N, g-{1C G v3 ?. 3 Ogg in- ; N 2 (•5 (NiO CO CO 0 CO CO CO N 0) CoIp N 0) CO CO M .- co co O N OD 0 Ip N V M CO N M N N n n CO IO CO IO o r E t a • 0 0 I 1 V ao f") M M M O ao N 0 1 1 1 I se- t1 x ? 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G CO CO V V V M M O m a0 co n n co N N N 0 N O co 3 �D 1 V n'1 N F O O n 0) 0 "I _ _ R W Q m N N N N IO 0 CO O O O O IO O) O O O O N O n IO )O IO N n N ODO N IIO IO O) IO N RI () C n n n n n CO CO CO .- 0 Of N V V' VV M M N n n n n CO Co CO M CO M M N N N N N N N N d Q Ti w "c 0 0 n CO M O) nCO CO 0) CO M 0 CO co r O1 n O N o • a 0 0 0 0 O O M MMN NNN 00303 1 I 1 - 0 0 0 0 0 6 0 1 I I I I 1 CO 2 W 9 9 a N ,- en ,- 0 0 0 ICO V v `Oi M 0 O) `Oi �i ch cn m CO M o 06 CO N 0 CO CO M N I 1 aW M W aa pp VV� C G 07.N C') M N N N CO fCD IOD Co ICO N N 0 0 0 0 0 0 o CO3 IN') CO CC•) CC•) CO N O O O N O 0 N W 40)C L O .0 .1:0,12.U10 NCWO CV C 0000 N N C N NMV CONN ' OCO c) O O O CO O IO 0 0 0 0 IO O N 0 0 0 0 et 3 _ V IO CD ,- N N M V IO CO ,- N N M V IO CO m .4 Y C • C m ft CO CO d C •C E G •-: 1 cO N 0 r- e CO aoco I 4 Co y -5 in .0N a c 3 C xi cc 0 C • LL a a' m E r a o a LL • O U t) LL ~ U Z DI tr. } d O a R 9 N CO • «01• Cl ? y m n n N t C Ce C IL n O ✓ C c L1 f(0 0 O t C.1 C) t = v O N CIJ Ci Ce el 41 -am O CD a M a) 70 W LL '"I C RI f0 I- C aid N V CLL) V EC O IL m U ) n 0 - -o 0 m az U 0 • 'o a V °f O WwN C O co m 2 co T I- co CE") C, c C riM to L N 2 ri = N O) 1D R N aD fD 7 O) r a N 0 O 0 N. r N W a %N N N N �- c'1') N O O I I I I I CO )O )O Q 'Crv. ? ; ; _ O ' a w f, CO 44 6") N CO LO N GD )D C) n C) 0 r Q W 0 N. V' N O N co O CD M d WV C) C) C) N N N C) C) C) N N N ,- N 1- 0 0 ( N. r CO tD O v) U) OA n y ` CO wg m ��pp ((pp ((pp ((pp O u) N )D 0 r N N N N N. 01 0 )() CO 1() CO N. r 0. UN C 6 1O N N N )() Y V V)V) Y) N V at C) C) C) M C) N N N O) O) O) O) CO OO r a 3w a d nornrnvrnrnro rn rn mo) m maa0 1 1 1 1 1 1 1 NNrnrvNo m 2 w a .0 V 0 N N N O r N �p O N C) O OD r r 0 r V O) 9 E c 0 0 0 0 0 0 0 0 O O * I O) Of O) O [O I I I C)0, C) N N N n w O, w NO C) O r r r r N O) O co '11' r Q C_ G N N N N 0 0 0N 0N 0N 0N 0 0 0 )A N N O 'Cal' M m W V `a c 2m 0 r m 0 0 0 0 0 0 N 0 N 0 0 0 0 O 0 CO 0 0 0 0 u1 0 0 0 0 0 W V 7 = 0 ) LI) N N ) N N ) ONNCV )D n e ,-1Y E •C C m ffi O O3 CO d c " C Ei.: 12 ; coC) COO N r m a c oo ill a 8 2 M N N 9 N 7 N s. om C 3 41) CC 0 .E a a C. CZ CD T m >- 2 U v LL t Z a �_ > aj c O 0 • d CU CD O. LL N N N N g ? C CC C t` n n n n t i.+ c 3 ea U CO 0 N N w GJ V U. 'c ° d CD is S 0 N CD W O N CD p 0 {.761 st 1-ft cow LL C CO I-- c E f9ra a E E 07 c c E W - '- W o LL m5 U m w a) CU m w 2 2 L L O m co 0 co2 W m co w • tee acoe L co o'a " z • z at s 1-4 C 0 N W C.C.) 9 LL e cu :ta� C) a C y co 1e u ._ =v N > n 2 Z co 2 V = a s a m tt..moi ®71- co G a a o 3 $) mNmm n 8a T a m -('c' 0 113 3 -n o I a n z = ErO fD -n n co 0 o m -n3 a ..{ C► CD 3 F+ m m Ce fnD 1,0 m _ 31 W C CD fD cn A momg VI o 0 O CD D) el n E 2 S O w — 7 72 7 1 (Nn CO VV 0 o C 'fD fD fD (Nn (Nn con 1 n d _ O ro c n z 3 x- I!1 7C cn r n n o • TNN como cn o T - D - D v 3 A O Cr = co 0 C = & w - N VI W N w V 0, Ul 00L Cl O O (Ji W N 0 W— fy m 0) 0) • Cl Ut A W N N -, Cl Ch A CO N N w CA A W N N — Cl 01 = 0 v O O O O 01 O U1 0 0 0 0 01 O No 0 0 0 U) O U) O O A W N N _. Cl UI A 4) IV N -a 01 01 A W N N 2 — O O Ut O N 0 0 0 0 01 0 01 0 0 0 0 U1 O Cn 3 b G P A 3 m -( 0 CT _ m o ai UI w N V V V V N N w N N N N -A+ A.A coAN N N N W w O N N N N 01 Cl V V V V V V V V V V V V 0 a m Ut N U1(1 CO 0 0 0 0 0 0 0 0 0 0 0 0 W m V p Co co ID k a Co a O N A V O N(n I I I w w O N N A V A V - w O N 0 0 -, A A A 0 01 Ut 01 V V V V V V V ., n C11 CO O W N U1 co N O) (D O O O O O O O = Cl m p I 1 I 1x W A O O O N A I I W fn co -N+ W (Nn O - (Oi) (n (0 W O O W C.)C,) A A A A 0) O1 Cl V V V V V O O W N W V O (.J (n O N o V 0 0 0 0 0 m .70 0) DJ N N) N N x A N CA Ol A A A -+ IV 1o1 W W W CO CO CO CO O O O O A (n N N N N N N N N N N N N N N N'O 7 m CO N V A (D IJ N N N N) N w NJ O O O O 0) O (n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. -.4 fD 1 m . lD : is •5 N La W W A A I 0 0 01 0)) 0) Cl V V 0) N N) W N N N N N N N N N 9 $ O Q 1 W AA CO A w U1 w � A w co co A CO CO V N V (O N W W A A w Co to (O 0 0 a C ..ti p ; CD (O N 0) W V V VI 0 0 0 0 0 0 0 0 n 3 a N I I N N N) N N N CO CO 0 A V CO N N O O A) it N O Cl ClCTw at, N N N N W W V V Vw00w (O O Ia. 1201 UV Cl W 0 C.) 0) CO N CO 0 0 0 0 0 0Q co Z co C! N Ow. i 1 ?P. n! y 0 n 00 m a ,..,. 11 Id) g .<in v co ,-•i c°3 � g?' Kp � tg �7 � 0a � T y O g. � g. � c m s '33 mo• co3m7 3 3 m ZN • N Z N NCO N o d = W N 0 » Q i Mr O W n r o = _ 0 °' a. 3 3 LO 50. 61 3 ID 0' c F+ 0. '^ m Q n d CDC C o) o) N W 1 W 73 CD CI (V N V 0 ) N fD .� w 0 0 O d n g-.. 6; 7 A O * m m m • S 1 3 C 3 N cNi NJ a y C L . v �p fD • 50 a D. C -El 7J • Z 1 a O : d jCn 3:3 1 ♦� co E O 70 • 3 ,c' )o d O m C • G N 13 1'- 7 _ 4.. w r...)' D Ul 7 < 00 O a O Qo Di 00 » • 0 a SO 61 0 7 • 3 y x- 0 0 N A 4) NJ N — 0) (n A OJ N N -, O) N A W N N— I c I-. a 0000000 0 0 0 0 ut O N 0 000000 = 2. V 0 ' 0 6 p A a .. 3 � O al ol cfODN 0 N N (� (� (,.1 �.1 0 0 (0 0 0 0 CO D e eC 0 A 0o A A A A O N N 00 00 00 00 O OD 0) — - -, N 0. �, 0 m CO V m1 a I I I I m m<o ao m co m (0 (0 8 C 3 CO 0 OV 0 4_ _ _ _) N CO - 0) V 0 V c0 A 0) aD OO 013 00 = n m N CO CO 1 1 1 1 1 1 1 I I rn co CD- � � 8ia�o0 G 12 p. p� y C'Q v O CO m w w w w O CD NJ NJ CONNJw NJw O COW V A A A A W a m CO , N • O ' co co A A A to N I 1 O O N N N OO tiO O ‘3, 5. CO O N T (0 N V 0 CO O W 0 N A V OJ O)O C "01 3 at N N N CO W W W A I I I I I I p I oo O J 8 8_ K = 3m» N 0) m .� A 0) l0 N O 0) a0 -+ (.J 0)O v "� 0 p o o O N M On O tn M O U) N O N) O aD v) M N 0 n M 0 CO n 014 o N�- M N Y •; 1 N N N N N N ' � U) WVM NN00NN- /- O 1 1 1 1 1 1 1 v- 1 1 1 1 1 1 o aI N 0 0 0 0 0 0 0 0 CO M CO 4) CO U) N CO v O (0 N 0 N n t+) 0 )t)•N 0) M 0 N ,0 tO M `N. a N CO N 0 CO .- LI. 9 G N N N N N N N O O O O n n n M M M N N N N N.O (0 (0 U) )0 R " O 1 1 1 1 sf M M M N N N O 1 1 1 � 0 0 o• : x f:. W , :+ . ct a. i 1 W ,C m 0000000 O O O O O Q 0, 0 N N N (p co 0)O) O) O) N (0 N < V 0) N M aa pp va co a 0 n n n n N CO c0 N C N N N N N N N NNNNNN '- (0 (0 N v < M CO 0 00 CO CO n n N N N N (- e- L N N N v V v N N N N N 0.1 00 R ; al ,,, O o n a n m o co co v n _ d 01 N- 2 a X n m tD CO N � (0 M M CO N N N O m rn (NI m °° 4,0 N'- m '- '- o O I I 1 1 1 1 1 ° °"3"° ° °) C° 1 I I 1 1 1 1 CO W , . m -U o O O O O co M M O co M O co M n C.- n n n n t0 c0 (o v Y v M t") M O N n M M 0 (O V O N. )0 n O (8 M tO cD 1. O n u) Q :W Nog °) O) O) MNNNN .- CD I I I I 1 1 •- •- •- •- 0) O) °) °iOD00 1 1 1 1 W to 0 0 0 0 0 0 0 0) 0) 0) CO N n M CO CO U 9 m n N. n N- n n n CD 40 CD CO (0 N N 4- CO CD M 0 n n n n n h M N O O O O 10 0) r O Y Y •1-13-11' M 0 OO) NNNN O O1 °)) ° T 0 N O CI) CI) CO !C) 3W C L 9 O) W o N O o 0 0 0 0 N o 0 0 0 CO 0 • .- N N M er N O •- N N M Y )D t0 )- N )o O O O O 0000000 )0 O N O O O O M O O O O O (0 O h O O O O O n N M c0 CO 1- N N M V M COc0 ,- N N M N)o ED .- N N M V N CO .- N N M V N CD 0 Jig c. • • CO _CO 70 .. .g. M W -et ,C t0 d u m c n M )D o > _ co Q ! N N N >' 15 N N �` a. C S C 0 0) di ce a E m 5 ma < ¢ U <? LL ~ 04 0 a 0 s Cr)03 t7 t Z va O YCU Oa • t O. y 3 2 C W . N N N ` __ • s C++ C0 41- O co O N N 0 U a m _ O O o L. 4.1 V aC a LLC M , = O N D IX a) el) t _ 0 C)) • N c01 1 R Iv � W 1- 9 a E -m iii ✓ a W m 03) 'd W U 1 = Z cn 0rt-� O N 'p C1 N U. C �i c 3 V 2 M 0 C ry areo � LZ n N LLnQ > OQ ,-.40 ro S rc°n N vm NEmI Qm :: a ay S Lo o _ Y N V v Do2 aZ 02 > te Code Compliance Research Report CCRR-0258 Page 12 of 22 Table 3 - Continued (NichiBoardTM Plank)1'4'7 s Effective Fastener Spacing Framing Allowable Building ASCE 7-05 BasicASCE 7-10 Ultimate Siding Type Siding Fastener Face/Blind Frame/Horizonte Field(in) Type Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) Pressure(psf)6 (ft) Exp 8 Exp C Exp C Exp B Exp C Exp D 15 170 170 161 210 210 208 I 20 170 170 157 210 210 203 20 GA 25 170 , 169 155 210 210 200 16 925 Steel -921 30 170 165 152 210 210 196 40 170 160 148 210 207 191 Aerosmith 50 170 157 145 210 202 188 9.25" Fastening Face 60 170 154 143 210 199 185 NichiBoardT"' Systems, 15 160 145 132 206 187 170 VersaPin 20 160 _ 141 129 206 182 166 25 160 138 126 206 178 163 24 9.25 20 GA -61.4 30 160 135 124 206 174 160 Steel 40 153 131 121 198 169 156 50 148 . 128 119 192 165 153 60 145 126 117 187 162 151 ® 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 13 of 22 Table 3 -Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fastener' Face/Blind Frame/Horizontal F amtng Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Field(in) (in) Type Pressure(psf)6 (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 103 94 85 134 121 110 20 103 91 — 134 118 108 25 103 89 — 134 115 106 SPF -25.8 30 103 87 — 134 113 — 40 99 — — 128 110 — 50 96 — — 124 107 — 60 94 — — 121 105 — 16 12 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 DF -39.8 30 129 109 100 166 140 129 40 123 106 97 159 136 126 50 120 103 96 154 133 123 6d Double HD 60 117 101 94 151 131 121 12"NichiBoardTM. MAZE Coil Nail Face 15 — — — 109 — — 20 — — — 109 — — 25 — — — 109 — — SPF -17.2 30 — — — 109 — — - 40 — — — — — 50 — — — — — — 60 — — — — — — 24 12 15 105 95 87 136 123 112 20 105 93 — 136 120 109 25 105 91 — 136 117 107 DF -26.6 30 105 89 — 136 115 105 40 101 86 — 130 111 — 50 98 — — 126 109 — 60 95 — — 123 107 — 15 170 156 142 210 201 183 20 170 151 138 210 196 179 20 GA 25 170 148 136 210 191 175 16 12 Steel -71.0 30 170 145 133 210 187 172 40 165 141 130 210 182 168 Aerosmith 50 160 138 128 206 178 165 12"NichiBoard'' Fastening Face 60 156 135 126 201 175 162 Systems, 15 140 127 116 181 164 149 VersaPin 20 140 124 113 181 160 146 20 GA 25_ 140 121 111 181 156 143 24 12 Steel -47.3 30 140 119 109 181 153 141 40 135 115 106 174 149 137 50 130 112 104 168 145 134 60 127 110 103 164 142 132 Notes: 1.NichiBoard' fiber cement lap 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.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(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 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiBoard Plank attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch:fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ID 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building 444.• Intertek PCA-101 Version:6 April 2017 ,2z- o o a o a :v = o(i) (77D . = o = o _ 0 7 5 fD rp _ Q - a - a - a v (D N6 O N 0 0 ci O m N —I m m m m ty m Q' • CD A 0) CO Cn y 7 7. 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L v (� `• a d C.E) Ccu ,0 , C o (a ci▪ m a a m m 0 3 0 > Code Compliance Research Report CCRR-0258 Page 18 of 22 Table 4-Continued (NichiPanelTM Sheet)1'4'7 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate s Perimeter Framing Framing Allowable Design i Panel Fastener Field in ) Type Spacing Pressure(psf) Height Wind Speed(MPH)2 Wind Speed(MPH) (in ( (in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o c 30 170 170 167 210 210 210 111.8 40 170 170 163 210 210 210 50 170 170 160 210 210 207 60 170 170 158 210 210 203 SPF 15 170 160 145 210 206 187 Lumber 20 170 155 142 210 200 183 25 170 152 139 210 196 180 . 24"o c 74.5 30 170 149 137 210 192 176 40 169 144 133 210 186 172 50 164 141 131 210 182 169 60 160 138 129 206 179 166 Grabber#8 Flat 15 170 170 166 210 210 210 Wafer Head Screws 6 6 20 170 170 162 210 210 209 25 170 170 159 210 210 205 16"o.c g7 0 30 170 170 156 210 210 201 40 170 165 152 210 210 196 50 170 161 149 210 208 192 60 170 158 147 210 204 189 20 GA 15 164 149 135 210 192 174 Steel 20 164 145 132 210 187 170 25 164 141 130 210 183 167 24"o.c. 64.6 30 164 138 127 210 179 164 _40 157 134 124 203 174 160 50 152 131 122 197 170 157 60 149 129 12 192 167 155 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o c 30 170 170 170 210 210 210 136.0 40 _170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 SPF 15 170 170 160 210 210 207 Lumber 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c. 90.6 30 170 164 151 210 210 195 40 170 159 147 210 , 206 190 50 170 156 144 210 201 186 60 170 153 142 210 197 183 Grabber#8 Flat 15 170 170 170 210 210 210 4 4 20 170 170 170 210 210 210 Wafer Head Screws 25 170 170 170 210 210 210 16"o c 30 . 170 170 170 210 210 210 136.0 40 170 170 170 210 210 210 50 170 170 170 210 , 210 210 60 170 170 170 210 210 210 20 GA 15 170 170 160 210 210 207 Steel 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c. 90.6 30 170 164 151 210 210 195 40 170 159 147 210 206 190 50 170 156 144 210 201 186 60 170 153 142 210 197 183 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building [741 Intertek Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 19 of 22 Table 4-Continued (NichiPanelTm Sheet)1'4'7 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate s Framing Framing Allowable Design s 3 Panel Fastener Perimeter Field(in) Type Spacing Pressure(psf)6 Height Wind Speed MPH) Wind Speed(MPH) (in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 110 - 100 91 142 129 117 20 110 97 89 142 126 115 Aerosmith Fastening 20 GA 25 110 95 87 142 123 113 Systems,VersaPin 6 12 Steel 16"o.c. -29.3 30 110 93 86 142 120 111 40 106 90 -- 137 117 108 50 102 88 -- 132 114 106 60 100 87 -- 129 112 -- 15 135 123 111 174 158 144 20 135 119 109 174 154 140 Aerosmith Fastening 20 GA 25 135 117 107 174 150 138 Systems,VersaPin 8 8 Steel 16"o.c. -43.9 30 135 114 105 174 147 135 40 130 111 102 167 143 132 50 126 108 100 162 140 129 60 123 106 99 158 137 127 15 156 141 129 201 183 166 20 156 137 126 201 178 162 Aerosmith Fastening 20 GA 25 156 135 123 201 174 159 Systems,VersaPin 6 6 Steel 16"o.c. -58.5 30 156 132 121 201 170 156 40 150 128 118 193 165 152 50 145 125 116 187 161 149 60 141 123 114 183 158 147 15 170 170 158 210 210 203 20 170 169 154 210 210 199 25 170 165 151 210 210 195 16"o.c. -87.9 30 170 161 148 210 208 192 40 170 157 145 210 202 187 50 170 153 142 210 198 183 Aerosmith Fastening Systems,VersaPin 4 4 20 GA 60 170 150 140 210 194 180 Steel 15 122 110 100 157 143 129 20 122 107 98 157 139 126 25 122 105 96 157 136 124 24"o.c. -35.6 30 122 103 95 157 133 122 40 117 100 92 151 129 119 50 113 98 90 146 126 117 60 110 96 89 143 124 115 Notes: 1.NichiPaneF"fiber cement flat sheet 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.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(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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiPanel attached to ASTM C90 fully-grouted CMU block wall using ITVV Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ® 130 Derry Court •York • Pennsylvania • 17406 intertek.com/building 110 Intertek Version:6 April 2017 0 Code Compliance Research Report CCRR-0258 Page 20 of 22 Table 5 - Design Loads for Negative Transverse Wind Load (NichiStraightTM/NichiStaggeredTM Lap Panel)1'4'7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Field in Framing ( ) Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) ype Pressure(psf)6 (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 99 90 -- 128 116 105 20 99 87 -- 128 113 -- 7/16„ 25 99 85 -- 128 110 -- 12 8.625 OSB -23.5 30 99 -- -- 128 108 -- 40 95 -- -- 122 -- -- 50 92 -- -- 119 -- -- 60 90 -- -- 116 -- -- _ 15 122 111 101 158 143 130 20 122 108 98 158 139 127 25 122 105 96 158 136 125 NichiStraightT"/ 6d Double HD Blind 16 8.625 SPF -35.9 30 122 103 95 158 133 122 NichiStaggeredTM MAZE Coil Nail 40 117 100 92 151 129 119 50 113 98 91 146 126 117 60 111 96 89 143 124 115 15 100 90 -- 129 117 106 20 100 88 -- 129 113 -- 25 100 86 -- 129 111 -- 24 8.625 SPF -23.9 30 100 -- -- 129 109 -- 40 96 -- -- 123 106 -- 50 93 -- -- 120 -- -- 60 90 -- -- 117 -- -- 15 102 92 -- 131 119 108 20 102 90 -- 131 116 106 6d Ring Shank 25 102 88 -- 131 113 -- NichiStraightTM/ Double HD MAZE Blind 12 8.625 7/16" -24.9 30 102 86 -- 131 111 -- NichiStaggeredTM Coil Nail OSB 40 98 -- -- 126 108 -- 50 95 -- -- 122 105 -- 60 92 -- -- 119 -- -- 15 144 ' 130 118 185 168 153 20 144 127 116 185 163 149 #8-18 Wafer Head 25 144 124 114 185 160 147 NichiStraightTM/ ROCK-ONTM Blind 24 8.625 20 GA -49.6 30 144 121 112 185 157 144 NichiStaggeredTM Screws Steel 40 138 118 109 178 152 140 50 133 115 107 172 149 138 60 130 113 105 168 146 136 Notes: 1.NichiStraightTM/NichiStaggeredr'Lap Panel 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,predrilled holes may be used in combination with hand- nailed fasteners to avoid damage to the fiber cement product. 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(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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiStraight/NichiStaggered lap panels attached to ASTM C90 fully- grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch:fasteners must be placed a minimum of 5.1 inches from the edge of the wall. (ID 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 21 of 22 Table 6 - Design Loads for Negative Transverse Wind Load (NichiShakeTM Shingles)1,4'7 Siding Fasteners per Shake Sheathing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate 6-1/4" 8-1/4" Design Pressure Wind Speed 1MPHl2 Wind Speed 11/IPH1 3 Fasteners Width Width 12"Width Type a Height(ft) ExpB ExpC ExpD ExpB ExpC ExpD 1psfl 15 113 102 93 146 132 120 20 113 99 91 146 128 117 6d Double HD 25 113 97 89 146 126 115 2 2 3 7/16"OSB -30.6 30 113 95 88 146 123 113 MAZE Coil Nail 40 108 93 85 140 119 110 50 105 90 -- 135 117 108 60 102 89 -- 132 115 106 Notes: 1.NichiShakeT"fiber-cement shingle 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.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. 3.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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. ® 130 Derry Court •York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 . . a Code Compliance Research Report CCRR-0258 Page 22 of 22 Table 7-Specifications of Tested Fasteners Minimum Len Head Shank Fastener Fastener Siding Fastener Diameter Diameter Materik" Siding Typd5 Withdrawal (in) (in) (in) Penetration into Value(lbs) Material(in) NichiPanelTM' 1'//,s 42.2 NichiBoardn'(Face) 13/ 34.4 SPF NichiBoardTm(Blind) 1.111/1 '/16 42.2 NichiStraight1"/ 3 NichiStaggered'' 1 /8 34.4 6d Double HD MAZE Coil 2 0.237 0.099 DF NichiBoardTM'(Face) 13/� 53.1 Nail NichiBoardTM'(Blind) 1 '/16 65.2 7/16 OSB NichiStraightT"'/ 7/ /16 16.9 '/16 OSB NichiShakeTM" 7/16 16.9 2.5 0.236 0.097 SPF NichiBoardT"(Face) 17/8 45.9 NichiBoardTM'(Blind) 23/16 53.6 SPF NichiFrontiern'(Face) 11/8 29.8 NichiFrontierTM"(Blind) 1 /16 41.4 6d Ring Shank Double HD 2 0.233 0.105 7/11i'OSB NichiStraightF"/^ 7/16 17.9 MAZE Coil Nail NichiStaggered SYP NichiFrontierTM"(Face) 11/8 46.1 NichiFrontierni(Blind) 19/16 64.0 8d Masonite Siding Nails 2.5 0.313 , 0.118 SPF NichiPanelM 23/16 _ 65.2 SPF NichiBoardn'(Face) 11/s 35.5 Double HD MAZE Asphalt NichiBoardTM"(Blind) 17/16 45.4 &Fiberglass Shingle Nail 1.75 0.365 0.125 SYP NichiBoardTM'(Blind) 17/16 70.1 , NichiBoardTM'(Face) 71fi 21.3 7/16"OSB NichiBoardTN(Blind) /16 21.3 2.5 0.383 0.125 7SPF w/ NichiFrontierTM"(Face) 15/8j 51.3 Double HD Grip Rite /18'OSB NichiFrontierTM'(Blind) 2/16 65.1 Roofing Nail7 NichiFrontierTM"(Face) 7/16 21.3 1.75 0.362 0.125 /16'OSB NichiFrontierTM"(Blind) 7/16 21.3 Grabber#8 Flat Wafer SPF NichiPaneln' 15/18 85.0 Head Screws6 1.625 0.406 0.166 20 GA Steel NichiPanelM -- 88.3 NichiPanel'*' - 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoardTM"(Face) - 94.7 Systems,VersaPin7 NichiBoardn'(Blind) - 94.7 1.375 0.251 0.107 20 GA Steel NichiPanel TM -- 94.7 NichiFrontierTM"(Face) - 95.0 #8-18 Wafer Head ROCK- 1.625 0.395 0.162 20 GA Steel NichiFrontiern'(Blind) - 95.0 ONTM"Screws8 NichiStraightm1/ NichiStaggeredTM' - 95.0 Concrete NichiBoardTM'(Face) 3/4 233.1 1.25 0.300 0.145 Block Aerosmith Fastening1 Systems,SurePin9Concrete NicichiSt dig (Blind) 1 !8 233.8 2 0.300 0.145 NichiStraight / Block NichiStaggered TM 1'/8 233.8 Notes: 1.SPF(Spruce-Pine-Fir)framing material is assumed to have a Specific Gravity of 0.42 or greater. 2.DF(Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater. 3.OSB sheathing material is assumed to have a Specific Gravity of 0.5 or greater. Where fasteners are instated through OSB sheathing into SPF studs,a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth. 4.SYP(Southern Yeltow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater. 5.Alternative fasteners must meet the minimum head and shank diameters listed in Table 8. The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 3.4.5.6,and 7 of this Intertek CCRR. 6.Fastener pull-out capacity based on manufacturer(Grabber Construction Products,Inc.)technical data sheet and a safety factor of 3. 7.Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety factor of 3. 8.Fastener pull-out capacity based on ITW Buildex and Illinois Tool Works,Inc.Product Report No.02722 and a safety factor of 3. 9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5. 130 Derry Court•York • Pennsylvania • 17406 11) ra �r. intertek.com/building . , . Intertek PCA-101 Version:6 April 2017 I et.Ile • tntertek Code Compliance Research Report Total Quality.Assured. CCRR-0258 0 F F I C Issued: 10-31-2016 Renewal Due: 10-31-2018 Revised: 11-21-2017 DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION Use on exterior walls permitted to be of Type V Section:07 45 00—Fiber-reinforced Cementitious Panels construction. Use on walls required to be of fire-resistance-rated REPORT HOLDER: construction. Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE Johns Creek,Georgia 30097 www.nichiha.com The NichiProductsT" siding products recognized in this report comply with the Codes listed in Section 1.1,for the properties REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when NichiProducts'"Fiber-Cement Siding Products installed as described in this report, including the Conditions of Use stated in Section 6. 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 3.1 NichiProducts' Fiber Cement Siding Products: 2018,2015,and 2012 International Building Code®(IBC) 2018,2015,and 2012 International Residential Code® The siding products are used for lap and panel siding. A (IRC) description of the siding products, their dimensions and 2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2. Residential(FRC)(see Section 9) 2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS and Residential(CRC)(see Section 9) 4.1 Physical Properties: The siding products comply with NOTE: This report references 2018 Code sections with ASTM C1186, Type A, Grade II, in accordance with IBC [2015]Code sections shown in brackets where they differ. Section 1403.10[1404.10]and IRC Section R703.10. 1.2 The NichiProducts' siding products described in this 4.2 Wind Resistance: The maximum allowable wind report have been evaluated for the following properties pressure for each of the siding products is described in (see Table 1): Tables 3,4,5 and 6. Physical properties Wind resistance 4.3 Surface Burning Characteristics: The siding products Surface burning characteristics have a flame spread index of 0 and a smoke-developed Noncombustibility index of 0,when tested in accordance with ASTM E84. Weather protection Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying 1.3 The NichiProductst' siding products have been with IBC Section 703.5 as determined by testing in evaluated for the following uses(see Table 1): accordance with ASTM E136. Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in Use on exterior walls in Types I,II,III,and IV construction accordance with Section 5.2 of this report. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 • Code Compliance Research Report CCRR-0258 Page 2 of 22 4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProducts' siding products are produced rated construction is outside the scope of this report. under a quality control program with inspections by Intertek Testing Services NA, Inc. 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186, USA Inc., published installation instructions, the applicable ASTM E84,ASTM E136,and ASTM E330. Code, and this Research Report. A copy of the manufacturers instructions must be available on the 7.2 Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding jobsite during installation. (AC90), dated June 2012 (editorially revised September 5.2 Application: 2015). Under the IBC,the siding products must be installed over a 7.3 Intertek Listing Report "Nichiha NichiProductsTM Fiber water-resistive barrier complying with Sections 1403.2 Cement Siding Products" on the Intertek Directory of [1404.2] and 1402.5 [1403.5], and must be attached as Building Products. described for the specific assembly in Tables 3,4,5,and 6. 7.4 Documentation of an Intertek approved quality control Under the IRC,the siding products must be installed over a system for the manufacturing of products recognized in water-resistive barrier complying with Section R703.2. Lap this report. siding and panel siding may be installed as described in Table R703.3(1) [R703.4], for areas in which the design 8.0 IDENTIFICATION pressure does not exceed 30 psf and the mean roof height does not exceed the limits in Table R703.3.1, or as The NichiProducts"' siding products are identified with the described in Tables 3 through 6. For conditions that exceed Nichiha USA Inc., name, and address, the product name, the these limits, the panels must be installed as described in Intertek Mark as shown below, and the Code Compliance Table 7. Research Report number(CCRR-0258). 6.0 CONDITIONS OF USECOMVLCOUNCE 6.1 Installation must comply with this Research Report, the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report Intertek governs. CCRR-0258 6.2 When allowable wind speed is determined in 9.0 OTHER CODES accordance with Table 3, the allowable wind speed must 9.1 California Building Code be equal to or greater than the design wind speed calculated in accordance with the applicable Code. 9.1.1 Scope of Evaluation: 6.3 When the wall construction includes a combustible The NichiProducts' siding products were evaluated for water resistive barrier and is required to be of Type I, II, III, compliance with the 2016 and 2013 California Building or IV construction,use of the siding products is limited to a Code, including Chapter 7A. The siding products are maximum 40 feet in height above grade plane except noncombustible materials as defined in CBC Section 202 under the 2018 [2015] IBC where data has been presented and as permitted for use on exterior walls in CBC Section to the building official demonstrating compliance with the 707A.3. Exception to Section 1402.5 [1403.5]. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 3 of 22 9.1.2 Conclusion: Use of the siding product for compliance with the High- The siding products, described in Sections 2.0 through 7.0 Velocity Hurricane Zone provisions of the 2017 and 2014 of this report, comply with the 2016 and 2013 California Florida Building Code—Building and the Florida Building Building Code, subject to the conditions noted in Section Code—Residential has not been evaluated,and is outside 6.0 of this report. Section numbers for the CBC— Building the scope of this Research Report. and Residential correspond to the 2015 IBC and IRC section Section numbers for the FBC — Building and Residential numbers. correspond to the 2015 IBC and IRC section numbers. Intertek is a quality assurance entity approved by the 9.2 Florida Building Code Florida Building Commission. 9.2.1 Scope of Evaluation: 10.0 CODE COMPLIANCE RESEARCH REPORT USE The NichiProducts' siding products were evaluated for 10.1 Approval of building products and/or materials can compliance with the 2017 and 2014 Florida Building only be granted by a building official having legal authority Code — Building, Florida Building Code — Residential in the specific jurisdiction where approval is sought. and Florida Building Code — Energy Conservation. 10.2 Code Compliance Research Reports shall not be used 9.2.2 Conclusion: in any manner that implies an endorsement of the product by Intertek. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.3 Reference to the https://bpdirectory.intertek.com is Florida Building Code — Building, Florida Building Code recommended to ascertain the current version and status — Residential and Florida Building Code—Energy, subject of this report. to the following conditions: This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 130 Derry Court•York• Pennsylvania • 17406 rr;arr: intertek.com/building Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 4 of 22 TABLE 1—PROPERTIES EVALUATED 2018 and 2018 and 2017 and 2017 and 2014 2016 and 2013 CBC PROPERTY 2015 IBC 2015 IRC 2014 FBC- FBC—Residential SECTION' SECTION' Building Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10 [1404.101 Surface burning characteristics 1403.10 R703.10 1404.10 R703.10 1404.10 [1404.101 Noncombustibility 703.5 NA 703.5 NA 202,703.5 Wind resistance 1404'16 R703.16 1405.16 703.1.2 1405.16 [1405.161 Weather resistance 1403.2 R703.2 1404.2 R703.2 1404.2 [1404.21 1 Section numbers may be different for earlier versions of the International and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Product Name Nominal Siding Dimensions Intended Use Description Thickness(in.) Width:5.25, 6.25, 7.25, Smooth or Cedar NichiBoardT""plank 5/16 8.25,9.25 and 12 inches Lap siding finish Length: 12 feet 4 feet by 8 feet Cedar, Smooth, NichiPanelT"'sheets 5/16 4 feet by 10 feet Panel siding Stucco and 4 feet by 12 feet Grooved-8-in.-oc- Cedar finish NichiStraightTMand 16 inches wide by 4 foot Designed to look like NichiStaggeredTlap 5/16 Ion Lap panel siding individual cedar panels g shakes Width:6.25, 8.25 and 12 Designed to look like NichiShakeT"'cladding 5/16 inches Lap shingle siding individual cedar Length: 18 inches shakes 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building . . . Intertek FCA-101 Version:6 April 2017 ,z a) Z m to co n 190. ti a 5. P. I .il @)4 a 4 5 N O V a) m 9 a CT .1g — o - <D o m C g m W r) CD CD 0) I 0 _ I 5 p 0. 0 0 = CD fD CA o�" m m = 3 0 0 0I— 13 0) 0)• 00 -n m fS 7 F+ 0. 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S ; aNJN) ees00wwV,10co0)- ia. mom m -+ k % 0awI I Igsaeq ! § 2 § §$ aa2 § § - 0c- le oN) . 011 NJNJ I I ' 0V0 co to w co N) A0) co § N) 40 4. 0)01 co 11 /° N § & 12 w000 , 000w0N) NJNJwo01 -. - -. - N)(Il0 Ktoam ■ si ~ w § sT@d4 � @8 # A � § 8wkm # §m § ] ; N8e.t 00 \ @f ° { a ■ - ® IIII100 o2 N 4. .1... o � AwcD � AA « m04. § = � t■ • Code Compliance Research Report CCRR-0258 Page 9 of 22 Table 3 - Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Allowa Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Field(in) Framing Type ble Height Wind Speed(MPH)2 Wind Saeed(MPH13 (in) Des (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 20 GA 25 170 170 170 210 210 210 16 7.25 Steel -117.5 30 170 , 170 170 210 210 210 40 170 170 167 210 210 210 Aerosmith 50 170 170 164 210 210 210 7.25" Fastening 60 170 170 162 210 210 209 Systems, Face NichiBoardTM VersaPin 15 , 170 164 149 210 210 192 20 170 159 145 210 205 188 20 GA 25 170 156 143 210 201 184 24 7.25 Steel -78.3 30 170 152 140 210 197 181 40 170 148 137 210 191 176, 50 168 145 134 210 187 173 60 164 142 132 210 183 170 15 125 113 103 161 146 133 20 125 110 100 161 - 142 130 25 125 108 99 161 139 127 SPF -37.5 30 125 105 97 161 136 125 40 120 102 95 155 132 122 50 116 100 93 150 129 120 16 8 25 60 113 98 91 146 127 118 15 155 141 128 200 182 165 20 155 137 125 200 177 161 25 155 134 123 200 173 158 DF -58.0 30 155 131 121 200 169 156 40 149 127 118 192 164 152_ 50 144 124 115 186 161 149 8.25" 6d Double HD Face 60 141 122 113 182 158 146 NichiBoardTM MAZE Coil Nail 15 102 92 -- 132 119 108 20 102 90 -- 132 116 106 25 102 88 -- 132 114 - SPF -25.0 30 102 86 -- 132 111 - 40 98 - - 126 108 - 50 95 - - 122 105 60 92 - - 119 - - 24 8.25 15 127 115 104 164 148 135 20 127 112 102 164 144 132 25 127 109 100 164 141 129 DF -38.6 30 127 107 98 164 138 127 40 122 104 96 157 134 124 50 118 102 94 152 131 121 60 115 100 93 148 129 120 131) 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building er Inbertek Version:6 April 2017 • a Code Compliance Research Report CCRR-0258 Page 10 of 22 Table 3 -Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Allows Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Face/Blind Frame/Horizontal Field m Framing ble Height Wind Speed(MPI-02 Wind Speed(MPH)' Fastener' (in) ( ) Type Des (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 111 100 91 143 130 118 20 111 98 89 143 126 115 7/16' 25 111 96 87 143 123 113 12 8.25 OSB -29.5 30 111 94 86 143 121 111 40 106 91 -- 137 117 108 Double HD 50 103 89 — 133 114 106 MAZE Asphalt&Blind 60 100 87 130 112 — Fiberglass 15 99 90 — 128 116 106 Shingle Nail 20 99 87 — 128 113 — 25 99 86 — 128 110 — 8.25" 16 8.25 SPF -23.7 30 99 — — 128 108 — NichiBoard^' 40 95 — — 123 105 — 50 92 — — 119 — — 60 90 — — 116 — — 15 134 121 110 173 157 142 'Double HD 20 134 118 108 173 152 139 MAZE Asphalt& 25 134 115 106 173 149 136 Fiberglass Blind 16 8.25 SYP -43.0 30 134 113 104 173 146 134 40 128 110 101 166 142 131 Shingle Nail 50 124 107 99 160 138 128 60 121 105 98 157 136 126 'Fasteners shall be located a minimum distance of 3/4"from the vertical siding edges at corners and splices. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/buildin>; 0 Intertek PCA-101 Version:6 April 2017 < Z 10 Z (D Z N `° s0_ • = en = q to a_ O• n OW 0 0 6 ® a a a 4 • NO Z T D 0c<C N m 2 co I. 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(D N 0 O W V N O N 0coj A W V V V W O CO O (7; C CO NN W 0 CD OD CoOD 0 0 0 0 0 0 0 m v 3 N 1 1 1 1 1 1 1 1 1 1 1 1 1 x O -• N N N N W A A A 0 0 N Al N N j j V 0 W 0) V 0 N A V 0) 0 W V 0 N 0) — W Cl) co co N 0) W 0) V V V CO (0 (D O O 0) 0 N co O W 0) O N (D co co O o o CI le Code Compliance Research Report CCRR-0258 Page 12 of 22 Table 3 - Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Framin Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Field(in) Typeg Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) Pressure(psf)6 (ft) Exp B Exp C Exp[ Exp B Exp C Exp D 15 170 170 161 210 210 208 20 170 170 157 210 210 203 20 GA 25 170 169 155 210 210 200 16 9 25 Steel -92.1 30 170 - 165 152 210 210 196 40 170 160 148 210 207 191 Aerosmith 50 170 157 145 210 202 188 9.25" Fastening Face 60 170 154 143 210 199 185 NichiBoardT" Systems, 15 160 145 132 206 187 170 VersaPin 20 160 141 129 206 182 166 20 GA 25 160 138 126 206 178 163 24 9 25 Steel -61.4 30 160 135 124 206 174 160 40 153 131 121 198 169 156 50 148 128 119 192 165 153 60 145 126 117 187 162 151 ® 130 Derry Court•York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 0 Code Compliance Research Report CCRR-0258 Page 13 of 22 Table 3 -Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Field (in) (in) Type Pressure(psf)e (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 103 94 85 134 121 110 20 103 91 -- 134 118 108 25 103 89 -- 134 115 106 SPF -25.8 30 103 87 -- 134 113 -- 40 99 — -- 128 110 -- 50 96 — -- 124 107 -- 60 94 -- — 121 105 -- 16 12 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 DF -39.8 30 129 109 100 166 140 129 40 123 106 97 159 136 126 50 120 103 96 154 133 123 6d Double HD 60 117 101 94 151 131 121 12"NichiBoardT" Face MAZE Coil Nail 15 -- — -- 109 -- -- 20 — -- -- 109 -- -- 25 -- -- -- 109 -- -- SPF -17.2 30 — -- -- 109 -- -- 40 -- -- -- -- -- -- 50 -- -- -- -- -- -- 60 — -- -- -- -- -- 24 12 15 105 95 87 136 123 112 20 105 93 -- 136 120 109 25 105 91 -- 136 117 107 DF -26.6 30 105 89 -- 136 115 105 40 101 86 -- 130 111 -- 50 98 -- -- 126 109 -- 60 95 -- — 123 107 -- 15 170 156 142 210 201 183 20 170 151 138 210 196 179 20 GA 25 170 148 136 210 191 175 16 12 Steel -71.0 30 170 145 133 210 187 172 40 165 141 130 210 182 168 Aerosmith 50 160 138 128 206 178 165 Fastening 60 156 135 126 201 175 162 12"NichiBoardr" Systems, Face 15 140 127 116 181 164 149 VersaPin 20 140 124 113 181 160 146 20 GA 25 140 121 111 181 156 143 24 12 Steel -47.3 30 140 119 109 181 153 141 40 135 115 106 174 149 137 50 130 112 104 168 145 134 60 127 110 103 164 142 132 Notes: 1.NichiBoardTM fiber cement lap 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.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. 3.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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiBoard Plank attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ® 130 Derry Court •York • Pennsylvania • 17406 intertek.com/building ,. Intertek PCA-101 Version:6 April 2017 N tb " G O C) ,- O) N- N O CO a CO CO O N. 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O M O O U) M M O CO r N N V N O O U) V O c) NI 0 co co V 0 N- U) CO O (0 CO 0 CO U) M L- M 0 N- U) N 0) r f-V N O Co Ln O O 'N a. x N N N O O O O �j O) O ^ O O O O O O) O co co 1 (O N V V V co co N N N V'V co co co N N O LU p "0 Li:,. _co V 0NU) N O O Or UN OO co 2 N M O (D V NC CO N O O M 0)U - co M ON- co V 0) 0 N 0 CO M O r CO O N- 0 N CO 0 (O V N yy x M M NNN LE. N N N O O O Q) Om m (D O O (O N V V M M M N N N N U)U) U) V V CO CO N N N N L- O. ILI LLI Q C a N N N N O N CO V'V V V 0) O cl N N N N (D N O (D O O (D CO U) 0 0 0 0 0 0 0 N N N (V (D N CO 0 0 0 0 N- N CO N N N N (D M N U) U) U) U) V V M N N N N r V V V V cocoN 0 0 r N- N- r r f- O N U) U) U) V V CO (-f` f` N- (O (O U) V'V V V M xp W V' C L )-I 9- a •C)E L o U) 0 0 0 0 Ur)o (n o 0 0 0 (D o n 0 0 0 0 n o n 0 0 0 0 N o n 0 0 0 0 o n o 0 0 o v o n 0 0 0 0 u o o o • a •7 d .- N N M V U) O .-N N M V U) (D —N N M V N O .-N N M V U) (D Ln N N M V U) O °N N M V N O N N r) V U) O "'N N M V O . • • as a) m 1 , C V) c >CO C g i ,11aN va Ny p C 3 Q 8:1) O) c-, U) N co O) O U) C XI cc a U V • tL• ` i Ou• Ot C C 0 0 U 0 0 0 O U • N E V O O O O O O O O C cc c co a CD CD ED LL Cr) N N N N 0 U C U RI Q C Q LL la ,n O Li- en CI) L. N E >. a E d E N et El' C z o65 u) D Nocn O Ce LL _ O CD M a, e-1 1...) CO c C H Q f0 co N m aco w E u LL O U c .- a, CD m E c (p Do Ou.•c -- U a (0 (0 n C N a)Trl O CD 1,5 1 u) I u) N N a 03 1:" Q S LL 0 N O 2 _ c6$ C m a� — - ia ° ai d m m 6 � (D > Code Compliance Research Report CCRR-0258 Page 18 of 22 Table 4-Continued (NichiPanelTM Sheet)1'47 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate e Perimeter Framing Framing Allowable Design Panel Fastener Field in Height Wind Speed(MPH)2Wind Speed(MPH)3 (in) ( ) Type Spacing Pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o.c. 30 170 170 167 210 210 210 111.8 40 170 170 163 210 210 210 , 50 170 170 160 210 210 207 60 170 170 158 210 210 203 SPF 15 170 160 145 210 206 187 Lumber 20 170 155 142 210 200 183 25 170 152 139 210 196 180 24"o c 74.5 30 170 ‘, 149 137 210 192 176 40 169 144 133 210 186 172 50 164 141 131 210 182 169 60 160 4 138 129 206 179 166 Grabber#8 Flat 15 170 170 166 210 210 210 Wafer Head Screws 6 6 20 170 170 162 210 210 209 25 170 170 159 210 210 205 16"o.c. 97.0 30 170 170 156 210 210 201 40 170 165 152 210 210 196 50 170 161 149 210 208 192 60 170 158 147 210 204 189 20 GA 15 164 149 135 210 192 174 Steel 20 164 145 132 210 187 170 25 164 141 130 210 183 167 24"0.c. 64.6 30 164 138 127 210 179 164 40 157 134 124 203 174 160 50 152 131 122 197 170 157 60 149 129 12 192 167 155 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o.c. 30 170 170 170 210 210 210 136.0 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 SPF 15 170 170 160 210 210 207 Lumber 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c. 90.6 30 170 164 151 210 210 195 40 170 159 147 210 206 190 50 170 156 144 210 201 186 60 170 153 142 210 197 183 Grabber#8 Flat 15 170 170 170 210 210 210 20 170 170 170 210 210 210 Wafer Head Screws 4 4 25 170 170 170 210 210 210 16"o.c. 30 170 170 170 210 210 210 136 0 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 20 GA 15 170 170 160 210 210 207 Steel 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c. 90.6 30 170 164 151 210 210 195 40 170 159 147 210 206 190 50 170 156 144 210 201 186 60 170 153 142 210 197 183 130 Derry Court• York • Pennsylvania • 17406 �trSFrdTFD" intertek.com/building Intertek PCA-101 Version:6 April 2017 lie Code Compliance Research Report CCRR-0258 Page 19 of 22 Table 4-Continued (NichiPanelTM Sheet)1'41 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate Framing Framing Allowable Design 2 Panel Fastenere Perimeter Field(in) Type Spacing Pressure(psf)6 Height Wind Speed(MPH) Wind Speed(MPH) (in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 110 100 91 142 129 117 20 110 97 89 142 126 115 Aerosmith Fastening 20 GA 25 110 95 87 142 123 113 Systems,VersaPin 6 12 Steel 16"o.c. -29.3 30 110 93 86 142 120 111 40 106 90 -- 137 117 108 50 102 88 — 132 114 106 60 100 87 -- 129 112 -- 15 135 123 111 174 158 144 20 135 119 109 174 154 140 Aerosmith Fastening 20 GA 25 135 117 107 174 150 138 Systems,VersaPin 8 8 Steel 16"o.c. -43.9 30 135 114 105 174 147 135 40 130 111 102 167 143 132 50 126 108 100 162 140 129 60 123 106 99 158 137 127 15 156 141 129 201 183 166 20 156 137 126 201 178 162 Aerosmith Fastening 20 GA 25 156 135 123 201 174 159 Systems,VersaPin 6 6 Steel 16"o.c. -58.5 30 156 132 121 201 170 156 40 150 128 118 193 165 152 50 145 125 116 187 161 149 60 141 123 114 183 158 147 15 170 170 158 210 210 203 20 170 169 154 210 210 199 25 170 165 151 210 210 195 16"o.c. -87.9 30 170 161 148 210 208 192 40 170 157 145 210 202 187 50 170 153 142 210 198 183 Aerosmith Fastening 20 GA 60 170 150 140 210 194 180 Systems,VersaPin 4 4 Steel 15 122 110 100 157 143 129 20 122 107 98 157 139 126 25 122 105 96 157 136 124 24"o.c. -35.6 30 122 103 95 157 133 122 40 117 100 92 151 129 119 50 113 98 90 146 126 117 60 110 96 89 143 124 115 Notes: 1.NichiPanel fiber cement flat sheet 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.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(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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiPanel attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 20 of 22 Table 5-Design Loads for Negative Transverse Wind Load (NichiStraighV"/NichiStaggeredT" Lap Panel)1'4,7 !Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Field(in) Tyming Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) Pressure(psf)s (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 99 90 — 128 116 105 20 99 87 — 128 113 -- 7/16" 25 99 85 — 128 110 -- 12 8.625 OSB -23.5 30 99 — — 128 108 -- 40 95 — -- 122 — -- 50 92 — -- 119 — -- 60 90 -- -- 116 — -- 15 122 111 _ 101 158 143 130 20 122 108 98 158 139 127 25 122 105 96 158 136 125 NichiStraig6d Double HD Blind 16 8.625 SPF -35.9 30 122 103 95 158 133 122 NichiStaggeredered TM MAZE Coil Nail 40 117 100 92 151 129 119 50 113 98 91 146 126 117 60 111 96 89 143 124 115 15 100 90 -- 129 117 106 20 100 88 — 129 113 — 25 100 86 — 129 111 — 24 8.625 SPF -23.9 30 100 — — 129 109 — 40 96 — — 123 106 — 50 93 — — 120 — -- 60 90 — — 117 — -- 15 102 92 — 131 119 108 20 102 90 — 131 116 106 6d Ring Shank25 102 88 — 131 113 -- NichiStraightT""/ Double HD MAZE Blind 12 8.625 7/16" -24.9 30 102 86 — 131 111 — NichiStaggeredTM Coil Nail OSB 40 98 — — 126 108 — 50 95 — — 122 105 — 60 92 -- — 119 — -- 15 144 130 118 185 168 153 20 144 127 116 185 163 149 #8-18 Wafer Head 25 144 124 114 185 160 147 NichiStraight "d ROCK-OWN Blind 24 8.625 20 GA -49.6 30 144 121 112 185 157 144 NichiStaggereM Steel Screws 40 138 118 109 178 152 140 50 133 115 107 172 149 138 60 130 113 105 168 146 136 Notes: 1.NichiStraightTM/NichiStaggered''Lap Panel 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.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(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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report_ 8.Allowable design pressures for assemblies described in this table are applicable to the NichiStraight/NichiStaggered lap panels attached to ASTM C90 fully- grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. �i1� ® 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 21 of 22 Table 6 - Design Loads for Negative Transverse Wind Load (NichiShakeTM Shingles)1'4'7 Fasteners per Shake Allowable ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Sheathing Building z 6-1/4" 8-1/4" Design Pressure Wind Speed(MPHI Wind Eoeed(MPHI Fastened Width Width 12 Width Type 6 Height(ft) l)sfl Exp B Exp C Exp D Exp B Exp C Exp D 15 113 102 93 146 132 120 20 113 99 91 146 128 117 6d Double HD 25 113 97 89 146 126 115 2 2 3 7/16"OSB -30 6 30 113 95 88 146 123 113 MAZE Coil Nail 40 108 93 85 140 119 110 50 105 90 -- 135 117 108 60 102 89 -- 132 115 106 Notes: 1.NichiShakeTM fiber-cement shingle 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.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. 3.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. 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.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. ® 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 Le., Code Compliance Research Report CCRR-0258 Page 22 of 22 Table 7 -Specifications of Tested Fasteners Minimum Head Shank Fastener Siding Fastener Length Diameter Diameter Materil" Siding Type Fastener Withdrawal (in) (in) (in) Penetration into Value(lbs) Material(in) NichiPanelTM 1' /66 42.2 NichiBoardTM(Face) 13/8 34.4 SPF NichiBoardTM(Blind) 111/16 42.2 NichiStraightTM/ 3 NichiStaggered'" 13/8 34.4 6d Double HD MAZE Coil 2 0.237 0.099 DF NichiBoardTM(Face) 13/l 53.1 Nail NichiBoardTM(Blind) 1 '/18 65.2 7/16OSB NichiStraightTM/ NichiStaggered TM 71,, 16 16.9 7/16"OSB NichiShakeTM 7/16 16.9 2.5 0.236 0.097 SPF NichiBoardTM(Face) 1'/ 45.9 NichiBoardTM(Blind) 2/16 53.6 SPF NichiFrontierTM(Face) 1'/a 29.8 la NichiFrontierM(Blind) 1 /18 41.4 6d Ring Shank Double HD 2 0.233 0.105 7/16"OSB NichiStraightTMM 7/16 17.9 MAZE Coil Nail NichiStaggered SYP NichiFrontierTM(Face) 11/% 46.1 NichiFrontierTM(Blind) 1 /16 64.0 8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanelTM 23/16 65.2 SPF NichiBoardTM(Face) 11/8 35.5 Double HD MAZE Asphalt NichiBoardTM(Blind) 17/16 45.4 &Fiberglass Shingle Nail 1.75 0.365 0.125 SYP NichiBoardTM(Blind) 17/16 70.1 7 NichiBoardTM(Face) 7/1R 21.3 /16"OSBNichiBoardTM(Blind) '/16 21.3 2.5 0.383 0.125 7SPF w/ NichiFrontierTM(Face) 15/8 51.3 Double HD Grip Rite /16"OSB NichiFrontierTM(Blind) 2 116 65.1 Roofing Nail 7 NichiFrontierTM(Face) /16 21.3 1.75 0.362 0.125 /ts"OSBNichiFrontierTM(Blind) 7/16 21.3 Grabber#8 Flat Wafer 1.625 0.406 0.166 SPF NichiPanelTM 15/15 85.0 Head Screws6 20 GA Steel NichiPanelTM - 88.3 NichiPanelTM -- 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoardTM(Face) -- 94.7 Systems,VersaPin7 " NichiBoardTM(Blind) -- 94.7 1.375 0.251 0.107 20 GA Steel NichiPanel -- 94.7 NichiFrontierTM(Face) -- 95.0 #8-18 Wafer Head ROCK- 95.0 1.625 0.395 0.162 20 GA Steel NichiFrontierTM(Blind) -- ON""Screws8 NichiStraightTM/ NichiStaggered TM -- 95.0 Concrete 1.25 0.300 0.145 Block NichiBoardTM(Face) 3/4 233.1 Aerosmith Fastening NichiBoardTM(Blind) 11/8 233.8 Systems,SurePin9 Concrete 2 0.300 0.145 NichiStraightTM/ Block TM 1'/e 233.8 Notes: 1.SPF(Spruce-Pine-Fir)framing material is assumed to have a Specific Gravity of 0.42 or greater. 2.DF(Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater. 3.OSB sheathing material is assumed to have a Specific Gravity of 0.5 or greater. Where fasteners are installed through OSB sheathing into SPF studs,a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth. 4.SYP(Southern Yellow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater. 5.Alternative fasteners must meet the minimum head and shank diameters listed in Table 8. The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 3.4.5.6,and 7 of this Intertek CCRR. 6.Fastener pull-out capacity based on manufacturer(Grabber Construction Products,Inc.)technical data sheet and a safety factor of 3. 7.Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety factor of 3. 8.Fastener pull-out capacity based on ITW Buildex and Illinois Tod Works,Inc.Product Report No.02722 and a safety factor of 3. 9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5. 130 Derry Court • York • Pennsylvania • 17406 ® intertek.com/building or Intertek Version:6 April 2017