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1565 Selva Marina Dr RESA20-0004 Office Copy Room Addition RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ? t' \.;\ CITY OF ATLANTIC BEACH RESA20-0004 'r _ ISSUED: 3/20/2020 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 9/16/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 1565 SELVA MARINA DR OR TWO FAMILY RESIDENTIAL ROOM ADDITION $200000.00 ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171945 0000 SELVA MARINA UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: URBAN PARTNERS 13553 Atlantic Blvd #201 JACKSONVILLE FL 32225 CONSTRUCTION OWNER: ADDRESS: CITY: STATE: ZIP: BROOKS T DANIEL 12931 PLANTERS CREEK CIR S JACKSONVILLE FL 32224 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 3/20/2020 1 of 2 el RESIDENTIAL ADDITION PERMIT PERMIT NUMBER AL CITY OF ATLANTIC BEACH RESA20-0004 07. 800 SEMINOLE ROAD ISSUED: 3/20/2020 ATLANTIC BEACH. FL 32233 EXPIRES: 9/16/2020 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $780.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $390.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $18.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $12.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$1,450.50 Issued Date: 3/20/2020 2 of 2 r City of Atlantic Beach APPLICATION NUMBER ,l co Building Department (To be assigned by the Building Department.) s800 Seminole Road Res R-20 _v p04 mooAtlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 2/'O, �� j:�? E-mail: building-dept@coab.us Date route l ` City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I .SGS SEL-VA I V \IVa(wA [!"apartment review required Yes No // ,iai i n Applicant: V R 14v eA1C S Qçc PI n�ng o • II� Tree Administrator Project: l CDC)ry\ �`-\ �� L ( ( C, /v 'Tor -us Public 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 St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I lApproved. )(Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:/Z7/2 ) TREE ADMIN. Second Review: AjTreved as revised. I ID ied. I INot applicable PUBLIC WORKS Comments: t ?t_/..4 t4v -rte S PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 3 f 4toZO FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 es t`'-'4. Building Permit Application Updated 10/9/18 - City of Atlantic Beach Building Department **ALL INFORMATION vv 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY -'j;�r IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us c /� Job Address: /S-625-- ` (�1��(- #11 42—e ti A7) k Permit Number: R ES v ZO -' 0 Legal Description e27tp /( 2S_ 2 6 (A/14— Pio Lai 77-2_ r �t#�3 7-1' /$ OOOD Valuation of Work(Replacement Cost)$/.200,/ ( d •1" Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial fr' esidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes Io • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ID No Describe in detail the type of work to be performed: •—� 1 o©m Ada (..41 C3 n Florida Product Approval# ,SEE ATT/kxjL�D- for multiple products use product approval form Property Owner Information �J Name IDA1�f E L T s bKS Address �•j(05 - A-4Q- 4A-APA-4- J) City .,17-74 A-7 .Il A I State Fe— Zip 32a5-3 Phone q--( 2 - 23 ?'Cc., E-Mail SU tJ 5& 1 rFS+f uP G►% G1v44cA l L..,C CM__ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information • �_ Name of Company (� - AIi t ��I Qualifying Agent CDk'uJD12) E . 6 6 Nat,LE.a.... Address /3553 A71_A AJ 77C. 61,11 D , # zb I City J AGI4Sb1V(U State FL. Zip 32Z2..5- Office Phone 9 b(4- zi O- 2.2-25 Job Site Contact Number ThHl'L DtEiZ _ 96i-t-13 2 -36,7 State Certification/Registration# /5-7 2 7''C6iL E-Mail 6 0" U.t L P/kIZ- 6R, •1J E' / T- Architect Name&Phone# ERAt/ Act LTE�� 16e--1- 2'7(0 - /( $eD Engineer's Name&Phone# Workers Compensation Insurer' )[L t IcU.r' 1-4.1A-41.4,4-1 OR Exempt❑ Expiration Date 17� 1 /1_62() Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or i stallation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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. F l WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO OUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LErE• I ' AN ATT RNE BEFORE RECORDING YO UR OT E CO ENCEMENT;-.'- C 1� / l / J /`illll (Signa ure of w e or Agen (Signa re of C. actor) 2A-1-k Si ned and sworn to(or affir d)before me this D �y of Signed and sworn to(o• . irmed) efore me this.c... 4 day of A11(lnH 2U?.6,,by a� -3mtk.s J=,,�.--..7 a��c;by a,4...alt— t. kir-U.,/r&A-L_) (Signature of Notary) (Signature of Notary) [ ersonally Known OR NI Personally Known OR ▪ ,i+?.••, TALIAWYNS [ ]Produced Identification [ ]Produced Identification ' . «: .: MY COMMissioN#GG 208531 Type of •. .. , Type of Identification: =a'•-' Vic;` EXPIRES:April 16,2021 el 00Notary Public State of Floridai•!o:•C: • pr..,,y,i lm Notary pubic Und�vriers % Andrea Kitterman .. My Commission GG 160913 �j,� Expires 11/05/2021 . 1• • ((• �,.. [r•� ..On yxN.tttc APte r11reAm 1)`, .. ., .. j1 • �' i 4{t ,:iSty,, Y T "C 2N rU ••• !MY�k 1v+tij J • Y.. •• . Imo, • 7� � r ° , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 • 0Fil!k BUILDING REVIEW COMMENTS Date: 2/26/2020 Permit#: RESA20-0004 Site Address: 1565 SELVA MARINA DR Review Status: Denied RE#: 171945 0000 Applicant: URBAN PARTNERS CONSTRUCTION Property Owner: BROOKS T DANIEL Email: ak@urbanpartners.net Email:TRACO@BELLSOUTH.NET Phone: 9042702225 Phone: 9046622386 9045917929 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. Choose a method of construction compliance and alteration level and place this information on page al of the design drawings under Applicable Codes. 2. Return to the Building Department and re-stamp the raised seal from the Architect as presently it cannot be identified, every page please. CCMC_ d► die /3. The State Certification/Registration# 1518379, is not acceptable without the letter prefixes that are given for state licensed contractors. Please supply the letters to show the licensure of the qualifier on the Building Permit Application for this application to be complete. /4. Contractor shall make note on the 2 site plan copies that the F.F.E will be the same or higher than the existing F.F.E. The F.F.E shall be written on the site plans and initialed and dated by the contractor prior to permit approval. 4'6,4 5. Provide the installation instruction and the Evaluation Report for the Integra Roof Tile to be installed on this project, 2 copies. .4,01 -pe ten) - . o-r used, Provide the installation instruction and the Evaluation Report for the Drexal Metals Corp. materials to be installed on this project, 2 copies. /7. Provide the installation instruction and the Evaluation Report for the James Hardie Building Products to be installed on this project, 2 copies. 8. Provide the installation instruction and the Evaluation Report for the Kaycan Soffit material to be installed on this project, 2 copies. /4/W¢—ZQIei – .Lo-r use* 9. Provide the installation instructions and Evaluation Report for the Town and Country Industries storm panels to be used on this project, 2 copies. 1J/ --aeefc-ref, - '-Lo'r uScb . Page 6 of 6 of the Florida Product Approval Information Sheet is not signed,therefore is incomplete. Both copies need to be signed for permit approval. 1. FORM R402-2017 that was submitted as part of the energy calculations needs to have both copies signed by the OWNER/AGENT and dated. Both sets. 112.Verify that there is at least one bathroom door to a bathroom that provides access to a fully furnished bathroom on the ground floor in the existing home,has an minimum opening of 29 inches (Section R320 Accessibility)or revise the water closet entry door to the new bathroom in the addition at least a 2'8" door to be handicap accessible. /13. 2X10 Ledger noted on page a6. Provide attachment details for these ledgers that will be in compliance with Section R507 EXTERIOR DECKS. /'14. Provide floor joist hanger information for the porch decks. Simpson# and size. /15. Stair Detail 3/a9, shows a 16"x16"cmu for the column. The detail calls out for#5 @ 48" on center as it was a cmu wall. It is not a wall, so how many vertical#5s need to be in that cmu column?The same question applies to detail 1/a6 Pier Detail. / 16. Detail 2/a5 and 3/a9 might have a conflict as to the size of the double 2x beams to be used on the outer perimeter porch deck beams. Porch floor joist are 2x10, yet the detail for 3/a9 shows a double 2x12 • beam. Verify and revise as needed. / 17. On page a5,there is a cut detail on the foundation plan at the front porch, 2/a5. On that same page the detail for that detail is for a CORNER PIER& POST DETAIL. The actual drawing for that cut is above • the corner pier&post detail. Please correct the labeling of this detail and resubmit 2 copies of this page. / 18. There may be more review comments after resubmittals. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us 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. Revision Request/Correction to Comments **ALL INFORMATION �s'�.! ri,. HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. %., 800 Seminole Rd, Atlantic Beach, FL 32233 ...(m Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:ZL-SwvZ '-604) LJ Revision to Issued Permit OR LJ Corrections to Comments Date:,j /0 .24..V Project Address: 156,5 f_jA.,.� �2AALL2_1r , 1jk, , Contractor/Contact Name: 01/,6,4„_.,1 -1701L— ( e_e.lJs-i >[ --fiv.J I,.. 1-" Contact Phone: L'964) 9/3- 9 71 8 Email: (-4(-64,---(E744--4.10A--c ./Jit- Description of Proposed Revision/Corrections: I.. . _ — 1,--) — - ...- ppµ 0%L✓ i I u FoQ444/4 i ; 0.-1 . I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) ECr !IIVF • proposed revision/corrections add additional square footage to original submittal? �rMAR 10 2020 ii No ❑ Yes (additional s.f.to be added: ) BY: • Wjll-piroposed revision/corrections add additional increase in building value to original submittal? No ❑*yes (additional increase in building value: $ (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: CL--- (Office Use Only) v-Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ 5-47.00 Revision/Plan Review Comments 140 T c`1 V L•; r-gs.J i A•1 E'p A,..�. t .c1,z,_re4 G0e 4 .jt-rs \,.(I.L. kIPa` D artment Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities _5(Z0l26ZO Public Safety Date Fire Services Updated 10/17/18 PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: 2 S Flood Zone: Minimum FFE: 16 BUILDING INFORMATION: Construction Type: Occupancy Group: S r Number of stories: Max. Occupancy Load: / A Fire Sprinklers Required: i- . C, CONDITIONS/COMMENTS: ` 6 '7 �12� .4am De_ kms% < I Ur-1 e tr;�,y;�j City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) fiir s� 800 Seminole Road ` \ c-S A zQ _v cd j , Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �/i / a O �� r;3 >T E-mail: building-dept@coab.us Date route419 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 567S SEA-VA /V\F R[&A [f'D_epartment review required Yes No -..,__rte• Applicant: 0213PA., eAte.-Tive-fe...5 cc,-)t\--A`:. 7P-- n � 'ng ` o • Tree Admmistra or Project: IR CC S G`��\ �(� L-1-1 p IC) ru r"7-TOT' *u• is I i i i- Public 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 St.Johns River Water Management District Army Corps of Engineers v Division of Hotels and Restaurants ` Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I (Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by' Date: 2-2—G'L Co TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. I INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ( !Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 0.A4- , City of Atlantic Beach APPLICATION NUMBER pf� Building Department (To be assigned by the Building Department.) , ,i 800 Seminole Road 1� Es p, DCA Atlantic Beach, Florida 32233-5445 P1 0 Phone(904)247-5826 Fax(904)247-5845 v, s3 �? E-mail: building-dept@coab.us Date routed 1 / ZO Z0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: SCS Sel,LVA I V \(\2c&A 612spartment review required Yes No CAZTApplicant: R(3 4v &ISS cc)L ; PI rnng o Tree Administrator Project: l CX 1y\ LTi [v ubfrt; or ift— u is Public 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 St.Johns River Water Management District ivc Army Corps of Engineers t/ Division of Hotels and Restaurants ` Division of Alcoholic Beverages and Tobacco l/ Other: APPLICATION STATUS Reviewing Department First Review: Approved. I 'Denied. of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. - ate: 2- 2/. zO TREE ADMIN. Second Review: Approved as revised. Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 1,m-rite City of Atlantic Beach APPLICATION NUMBER jSBuilding Department x w (To be assigned by the Building Department.) i 800 Seminole Road (' C5 -0004 0 Atlantic Beach,Florida 32233-5445 __ 2 U A O Phone(904)247-5826 • Fax(904)247-5845 1�� 71111°.'i E-mail: building-dept@coab.us k. Date route4 19 2-0 Z.-0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I .56,5 SELvA /V \P R u A U0spartment review required Yes No r ,�trird n• D Applicant: RQ civ eptex k)G41 s Cc\D S7- Plarli Tree Adminisfrator • Project: t� QC) CFI I ,ti r- -u. icIiii s>,) Public 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 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. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : Date: `• 7.-2 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. nNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. I (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 4-c-47"--- 14(/ dier;ett A 11:441 fizo - rev( Lo-- /7/--x/Ir -- 2C/ /azY k4,-/e 61,-,1 A//‘, _.? : --1114-4/ —.ue./4( 3 — :1/ — if — i r 4-f-- V - _ -rG _ iterb /II k r i• -,r,r -Tr -74 fi q i ,f, y x7 ,-; 1 W��7 7 -- xJ 1 - 429— MI — _ 1�j )t 4vet,Y7 )6 /7io z 6 • 1 • • • • OFFICE COPY HUFFMAN TREE SERVICE P.O Box 50372 Jacksonville Beach, FL. 32240 904-241-0705-8 904-241-5621-Fax February 12, 2020 To: City of Atlantic Beach This assessment letter is in regards to the current status and condition of the (1 3" DBH) East Palatka holly (Hex x attenuata) tree located in the front yard of the Brooks residence located at 1 565 Selva Marina Drive Atlantic Beach, Florida 32233. The EPH tree is currently not unhealthy. However, the root flare and trunk base area show signs of decay and as a result the tree might not be able to support itself sufficiently and should be removed. Additionally, there is also a Water oak (Quercus nigra) tree in the back yard that has a lean towards the house and could possibly be removed as well. If you have any further questions let me know. Sincerely, IA Robert M. Huffman Certified Arborist FL-5220A 4-- :. 4,,,,,por,i,_ ,„..1. Naagaril,r,, .k„_.� �+ HardiePlank Lap Siding JILL EFFECTIVE SEPTEMBER 2019 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS.AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION.CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) 0 CUTTING INSTRUCTIONS STORAGE & HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade"saw blade and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used.not - For maximum dust reduction.James Hardie recommends using the"Best"cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturer's instructions for proper operation. by improper storage and b.Better. Circular saw equipped with a dust collection feature - For best performance when cutting with a circular saw,James Hardie recommends (e.g.Roan saw)and a HardieBlade saw blade. handling of the c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBlade'saw blades. product �_dort` - Go to jameshardiepros.com for additional cutting and dust control recommendations. '�� IMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica.without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. IMPORTANT:To prevent damage to the drip edge,extra care should be taken when removing planks from the pallet.while handling.and when installing with a lap gauge.Please see additional handling requirements on page 4. GENERAL REQUIREMENTS: • HardiePlank'lap siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum.spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates(ex:gypsum,foam.etc.)can be located in JH Tech Bulletin 19 at www.jameharcl • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetcat rend junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrofteather Barrier,a non-woven non-perforated housewrap'.which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6 in.in the first 10 ft.. Double Wall Figure 1 Wall • Do not use HardiePlank lap siding in Fascia or Trim applications. Construction structian water-resistive t-in bracing • Do not install James Hardie products,such that they may remain in contact with standing water. barrier 24 in.cc. • HardiePlank lap siding may be installed on flat vertical wall applications only. esa sheathing ring �ggir • For larger projects,including commercial and multi-family projects,where the span of the wall is 1 q significant in length•the designer and/or architect should take into consideration the coefficient of thermal expansion andmoisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristicsof James Hardie`Siding Products"at www.jameshardie.com.•James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85feet.For information on installations above 60 feet,please contact JH technical support.INSTALLATION: JOINT TREATMENT Figure 2 sflM ;t.,d Nail line(If nail line is notOne or more of the following jint treatment options are present,place fastener required by code(as referenced 2009 IRC R703.10.2) 1' between 3/4 in.&1 in. A.Joint Flashing(James Hardie recommended) water- tram rop of plank)resistiveB.Caulking'(Caulking is not recommended bonierNail 3/8in.f omfor ColorPlus for aesthetic reasons as the joy,. edge of plank Caulking and ColorPlus will weather differently. flash'^y 411 For the same reason,do not caulk nail heads on Install planks in Leave appropriate gap between o •o� ' Install a 1 1/4 in.starter strip to ColorPlus products.) moderate contact ensure a consistent plank angle at butt joints planks and trim.then caulk.' C."H" jointer cover ® JamesHardie Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.*Refer to Caulking section in these instructions. 'For additional information on HardieWrap€Weather Barrier.consult James Hardie at t-866-4Hardie or www.hardiewrap.com SELECT CEDARMLL° I SMOOTH I BEADED CEDARMLL° I BEADED SMOOTH Visit jameshardiepros.com for the most recent version. HS11117 P1/4 09/19 l' ite HardiePlank'Lap Siding ,WA CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding 111 0111111 'Z-Fl111111rashing 1 . As required 424,41:".......,,,,,_,v.:1. by IRC code 41 �/ in 4 in.x 4 in. �I ' Min.2 . Min.%in. " 4 ilio' Do not caulk, / in.2 in. // I" � ! ...._ 4 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck tooWWall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry �' �� l :Flashing Z-Flashing .h 0 _ t Z-Flashing Ili Min.1/4 in. !Ill iii114 \ 6 in. -01.41.0fr I�'/ Min.1/2 in. • n,4 n. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension / Z-Fla 3 i: d shmgt at st 1 in. 0.---7 I�IIn,'/4i1o' from theU caulk A is when I rs are s . .+, present FASTENER REQUIREMENTS* I Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Blind Nailing is the preferred method of installation for HardiePlanka lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair). BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfastn nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •Siding nail(0.09 in.shank x 0.215 in.HD x 1-1/2 in.long •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long) •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). 'Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 5-Fastening Tips for HardiePlank Lap Siding. HS11117 P214 09/19 I ll1111 HardiePlante Lap Siding NZ FASTENER REQUIREMENTS continued 24" ------ Figure 14 Figure 15 Stud --- O.C.max Stud 24" - i L t O.C.max Joint _._� �' 1 1/4"min. f�`-, Minimum overlap •Flashing fes- - rr+�• Overlap �=� _m- for Both Face _«w_..-•"-- ! ___---,----•—__--- __- "......� and Blind Nailing �yw zes , Nail Line ✓' I /.4 34 1 I Blind Nail min.1 1/4 in. `� -_� -"'' I i I_ r` II Face Nail \------IC:- I� overlap 1 �I \ . f Water Resistive �'• Water Resistive Barrier 1 1/4"min. , 1 Barrier \_,--- Overlap 1 Laminate sheet to be removed immediately after installation of each course for ColorPlus"products. IPin-backed corners may be done for aesthetic purposes only.Finish nails are recommended for pin-backs.Headed siding nails are allowed.Place pin-backs no closer than 1 in.from plank ends and 3/4 in.from plank edge into min.3/8 in.wood structural panel.Pin-backs are not a substitute for blind or face nailing. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Hardie®products near the ocean,large bodies of water,or in very depth the nail is driven.If setting the nail depth humid climates. proves difficult,choose a setting that under drives CD CDthe nail. (Drive under driven nails snug with a Manufacturers of ACQ and CA preservative treated wood recommend spacer materials smooth faced hammer-Does not apply for or other physical barriers to prevent direct contact of ACQ or CA preservative-treated SNUG FLUSH installation to steel framing). wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DO NOT USE • Consult applicable product evaluation or listing for correct fasteners type and lib 4kt.4 ��placement to achieve specified design wind loads. ��' `) • NOTE:Published wind loads may not be applicable to all areas where Local Building UNDER OVER SLANT ALUMINUM Codes have specific jurisdiction.Consult James Hardie Technical Services if you are DRIVE DRIVE FASTENERS unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL NAIL •NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood WOOD STEEL FACE CLIPPED FRAME FRAME NAIL should only be used when traditional framing is not available. HEAD NAILS CUT EDGE TREATMENT , i�''..'.. E `` Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up ColorPlus products. COT /N/ HAMMER •,`\ & _ STAPLES CAULKING FLUSH \` For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooling". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. HS11117 P3/4 09/19 Il. r HardiePlank` Lap Siding NZ COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP& LAMINATE •Care should be taken when handling and cutting James Hardie ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank'lap siding with ColorPlus®Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPluss product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE®SIDING COVERAGE CHART/ESTIMATING GUIDE AND TRIM PRODUCTS WITH Number of 12 ft.planks,does not include waste COLORPLUS®TECHNOLOGY COVERAGE AREA When repainting ColorPlus products,James LESS Hardie recommends the following regarding OPENINGS surface preparation and topcoat application: HARDIEPLANK®LAP SIDING WIDTH • Ensure the surface is clean,dry,and free of any SO 51/4 61/4 71/4 7 1/2 8 81/4 9 1/4 91/2 12 dust,dirt,or mildew (1 so=1oo sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 • Repriming is normally not necessary •100%acrylic topcoats are recommended 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 • DO NOT use stain,oil/alkyd base paint,or 3 75 60 50 48 44 43 38 38 28 powder coating on James Hardie®Products. 4 100 80 67 64 59 57 50 50 37 •Apply finish coat in accordance with paint 5 125 100 83 80 74 71 63 63 47 manufacturers written instructions regarding 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 coverage,application methods,and application 8 200 160 133 128 119 114 100 100 74 temperature 9 225 180 150 144 133 129 113 113 84 • DO NOT caulk nail heads when using ColorPlus 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 products,refer to the ColorPlus touch-up 12 300 240 200 192 178 171 150 150 112 section 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. ADDITIONAL HANDLING REQUIREMENTS Pull from across the stack Do not go down the stack IMPORTANT:To prevent damage to the drip edge,extra care should beIIINNIk ----N` taken when removing planks from the pallet,while handling,and when installing with a lap gauge.Planks are interlocked together on the pallet,therefore they should be removed from the pallet --, horizontally(side to side)to allow planks to unlock themselves from mmiimmilmommwmmumn �__c__;:_ one another. ••••inkgmais NI eV alio HS11117 P4/4 09/19 ODANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting,machining,drilling,routing,sawing,crushing,or otherwise abrading fiber cement,and when cleaning up.disposing of or moving the dust When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA standard for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust(3)warn others in the area to avoid breathing the dust(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up,use a well maintained vacuum and titter appropriate for capturing fine(respirable)dust or use wet clean-up methods-never dry sweep. A WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Warninas.ca.00v. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified in the 2006.2009.2012&2015 International Residential Code for One and Two-Family Dwellings,and the 2006.2009.2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida Product Approval FLtt13192, Miami-Dade County Florida NOA No.17-0406.06,U.S.Dept.of HUD Materials Release 1263f,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted fa additional information concerning the suitability of this product for specific applications. ®2019 James Hardie Building Products.Inc.All rights reserved TM,SM and® Product warranties,safely information and additional Instalation i® Ja mesHa rdie denote trademarks or registered trademarks of James Hardie Technology Limited. idonnation are avail*at jemeshardkpros,com . ESICC Most Widely Accepted and Trusted EVALUATION • SERVICE .• (IRESEARCnnovatioHn LAes ICC-ES Report ESR-2273 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 06/2017 This report is subject to renewal 06/2019. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 12 13—CEMENTITIOUS REINFORCED PANELS DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 45 00—FIBER-REINFORCED CEMENTITIOUS PANELS REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESOFFIT® AND CEMSOFFIT® EXTERIOR SOFFIT PANEL ®A, %o ICC ICC ICC8) /01_ c� Th PMG LISTED Look for the trusted marks of Conformity! I"\ "2014 Recipient of Prestigious Western States Seismic Policy Council Man INTERNATIOWSSPC Award in Excellence" morcoUN„ (WSSPC) A Subsidiary of CQDECQUNCiC Acermlood ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`CILPPS specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ACCREDITED I50/IEC 17065 to any finding or other matter in this report, or as to any product covered by the report. Product Ceruficalion Body , A.y.to� 01000 Copyright© 2017 ICC Evaluation Service, LLC. All rights reserved. ESIca EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2273 Reissued June 2017 This report is subject to renewal June 2019. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council) DIVISION: 06 00 00—WOOD, PLASTICS AND The fiber-cement sheets comply with ASTM C1186 as COMPOSITES Type A, Grade II, and have a flame-spread index of 0 Section: 06 12 13—Cementitious Reinforced Panels and a smoke developed index of 5 when tested in accordance with ASTM E84. The sheets are classified as DIVISION: 07 00 00—THERMAL AND MOISTURE noncombustible when tested in accordance with ASTM PROTECTION E136. Section: 07 45 00—Fiber-Reinforced Cementitious Panels Thermal conductivity (K) and thermal resistance (R) values for the unvented products are shown in Table 2 REPORT HOLDER: based on ASTM C177 tests. When tested in accordance with ASTM E96, unvented products with a thickness of JAMES HARDIE BUILDING PRODUCTS, INC. 1/4 inch (6.4 mm) have demonstrated the permeance value 10901 ELM AVENUE given in Table 3 of this report. FONTANA, CALIFORNIA 92337 Soffit panels are available with either a woodgrain texture (800)942-7343 or a smooth unsanded surface. The exterior soffit products infota7jameshardie.com may be supplied unprimed or primed for subsequent application of a compatible primer and/or exterior-grade EVALUATION SUBJECT: topcoat(s). Nominal soffit dimensions are noted in Table 1. HARDIESOFFIT® AND CEMSOFFIT® EXTERIOR SOFFIT 4.0 DESIGN AND INSTALLATION PANEL 4.1 Design: 1.0 EVALUATION SCOPE The maximum wind speeds, building heights and exposure Compliance with the following codes: categories applicable for Hardiesoffir and Cemsoffit panels are noted in Table 5. Vented soffit panels provide • 2015,2012 and 2009 International Building Code°(IBC) net free ventilation area as presented in Table 4 of this • 2015, 2012 and 2009 International Residential Code® report. (IRC) 4.2 Installation: Properties evaluated: Installation shall comply with this report and the ■ Physical Properties manufacturer's published installation instructions. A copy ■ Structural of the manufacturer's published installation instructions this report must be available at the job site during installation. • Noncombustible Construction ■ Surface burning characteristics All panel edges must be supported be framing members. Panels must be attached with corrosion-resistant fasteners • Thermal Resistance installed with a minimum 3/8 inch (9.5 mm) edge distance ■ Weather Protection and minimum 2-inch (51 mm) clearance from corners. The panels must be installed with the long edge of the panel 2.0 USES perpendicular to the joist framing and must be attached with fastener types, lengths, and spacings described in Hardiesoffit® and Cemsoffit® panels are used as exterior soffit covering of buildings of non-fire-resistance-rated Table 5. Framing must include a subfascia, blocking, construction. and/or ledger board to provide a nailing base along the dimension of the soffit. 3.0 DESCRIPTION 5.0 CONDITIONS OF USE Hardiesoffit® and Cemsoffit® panels are single-faced, cellulose fiber-reinforced cement (fiber-cement) sheets The Hardiesoffit° and Cemsoffit® exterior soffit panels manufactured by the Hatschek process and cured by high- described in this report comply with, or are suitable pressure steam autoclaving. The exterior soffit panels are alternatives to what is specified in those codes listed in identified as Hardiesoffit® (Cemsoffit®) panels and may be Section 1.0 of his report, subject to the following vented or unvented. conditions: ICC-ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not specifically addressed nor are they to he construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC.express or implied.as ?t • to any finding or other matter in this report,or as to any product covered by the report. Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 3 ESR-2273 I Most Widely Accepted and Trusted Page 2 of 3 5.1 The Hardiesoffit® and Cemsoffit® panels must be 6.0 EVIDENCE SUBMITTED installed in accordance with this report and the 6.1 Data in accordance with the ICC-ES Acceptance manufacturer's published installation instructions. In Criteria for Fiber Cement Siding Used as Exterior Wall the event of a conflict between this report and the Siding (AC90), dated June 2012 (editorially revised manufacturer's published installation instructions, this September 2015). report governs. 5.2 The Hardiesoffit® and Cemsoffit® soffit panel are 7.0 IDENTIFICATION manufactured under a quality control program with Hardiesoffit®and Cemsoffit®panels shall be identified by a inspections by ICC-ES at the following locations: stamp or label on the board bearing the name and address of the report holder (James Hardie Building Products), the 5.2.1 Pulaski,Virginia product name (Hardiesoffit® or Cemsoffit®), and the 5.2.2 Tacoma,Washington evaluation report number(ESR-2273). 5.2.3 Waxahachie,Texas TABLE 1-STANDARD NOMINAL SOFFIT DIMENSIONS Product Width Length Thickness Type (inches) (feet) (inches) Hardiesoffit®Smooth 4,5,6, 10.12,16,24.36&48 8,9,10&12 (unvented) Hardiesoffit®Woodgrain 4,51/4,53/a,6,61/4,71/4,8,6'/4,91/3,10,111/4,111/2,12, 8,9,10&12 /< (unvented) 151/4,16.24,36&48 Hardiesoffit®Smooth 4,6,91/2, 10,102.12,16&24 8&12 1/4 (vented) • Hardiesoffit®Woodgrain 4,51/4,53/4,6,61/4,71/4,8,81/4,91/2,111/2,12.16&24 8&12 1/4 (vented) • Cemsoffit®Woodgrain 4.5,6, 10,12,16,24,36&48 8,9,10&12 1/4 (unvented) • Cemsoffit®Woodgrain 4,51/2,53/4,6,61/2,71/4,8,81/4,91/2,111/2,12,16&24 8&12 1/4 (vented) 1 inch=25.4 mm,1 ft=304.8 mm TABLE 2-K and R VALUES FOR UNVENTED SOFFIT PRODUCTS Product Thickness Actual Thermal Conductivity(Koff) Actual Thermal Resistance(Btu/h-ft2-F) (inch) 1/4 7.80 0.13 1 inch=25.4 mm,1 Btu/h-ft2'F=5.678 W/m2-K TABLE 3-WATER VAPOR PERMEANCE VALUES FOR UNVENTED SOFFIT PRODUCTS Product Thickness(inch) Permeance(perms) 4 1.75 1 inch=25.4 mm,1 perm=57 mg/(s•m2•Pa) TABLE 4-VENTILATION RATES FOR VENTED SOFFIT PRODUCTS Width(inch) NET FREE VENTILATION (in2/linear ft) 5'/4 and over 5.0(64 cm2/m) 5'/4 4.0(64 cm2/m) 4 3.0(64 cm2/m) 1 inch=25.4 mm I r ESR-2273 I Most Widely Accepted and Trusted Page 3 of 3 TABLE 5—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)2 2012 IRC,2009 2015 IBC/IRC,2012 IBC/IRC,2006 IBC IBC/IRC (Ultimate Design (Basic Wind Speed, Wind Speed,V„n5.6) Vasdi.4.7) EXPOSURE EXPOSURE CATEGORY CATEGORY Product Dimensions Fastener Stud Building Product (in.) Fastener Spacing Frame Spacing Height B C D B C D Type (in.) Type (in.) (ft.) Thick Max. Width 0-15 111 100 91 143 130 118 4d Hardiesoffit® +/Q 48 common. 8 2 x 4 16 20 111 98 89 143 126 115 1''/:-in long wood 40 106 91 - 137 117 - 60 100 87 - 130 112 - 0-15 94 86 - 122 110 - 4d Hardiesoffit® 1/4 48 common. 8 2 x 43 24 20 94 - - 122 - - 1Y4-in long wood 40 90 - - 117 - - 60 86 - - 110 - - 6d siding nail 0.092- 0-15 139 126 114 179 162 147 Hardiesoffit® 1/4 48 in shank x 4 2 x 43 24 20 139 122 112 179 158 144 2-in long x wood 40 133 114 105 172 147 135 0.235-in HD 60 126 109 101 162 141 131 0.083-in shank x 0-15 185 168 152 239 217 197 Hardiesoffit® a 16 0.187"HD 8 2 x 4 16 20 185 163 149 239 211 192 x 1112.-in wood3 40 177 152 140 229 196 181 long ring shank nail 60 168 146 135 217 188 175 0.083-in shank x 0-15 186 169 153 240 218 198 Hardiesoffit® , 0.187"HD 2 x 4 20 186 164 150 240 211 193 /a 16 24 x 1'/2in 8 wood' 40 178 152 141 230 197 182 long ring shank nail 60 169 146 136 218 189 175 0.083 shank x 0-15 106 96 87 137 124 113 Hardiesoffit® , 24 0.187"HO 8 2 x 4 22.5 20 106 93 85 137 121 110 x 1'/2.-in wood max 40 102 87 80 131 112 104 long ring shank nail 60 96 83 - 124 108 - siding6d 92- nail 0.092- .0.0 0-15 144 131 119 186 169 153 Hardiesoffit® /, 24 in shank x 4 2 x 4 24 20 144 127 116 186 164 150 2-in long x wood' 40 138 118 109 178 152 141 0.235-in HD 60 131 113 105 169 146 136 6d common 0-15 150 136 123 193 175 159 nail 0.113- 2 x 4 20 150 132 121 193 171 156 Hardiesoffit® 1/4 24 in shank x 4wood' 24 2-in long x 40 144 123 113 186 159 146 0.266-in 60 136 118 109 175 152 141 HD No 8 x 1-in long x 20 ga Min 0-15 116 106 96 150 136 124 0.323 in 35/4 in x 20 116 103 94 150 133 121 Hardiesoffit® '/4 48 HD ribbed 6 13/8 in 16 bugle metal C- 40 112 95 88 144 123 114 head stud 60 106 92 85 136 118 110 screw 1 ft=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Section 6.5.Method 2,of ASCE 7-05:I=1.0,Kx=1,Kd=0.85,GCP;=0.18,GC,=-1.4. 'Installation must be in accordance with Section 4.2 of this report. 'Values are for species of wood having a specific gravity of 0.42 or greater. 'Vasd=nominal design wind speed. 6Vult=ultimate design wind speed 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kd=1,Kd=0.85,GC„,=0.18.GC,=-1.4. '2015 and 2012 IBC Section 1609.3.1,Eq.16-33. Vd=V„„ 0.6 BBuilding height equals the mean roof height(in feet)of a building,except that eave height shall be used for roof angle 0 less than or equal to 10°(2-12 roof slope). ESICC Most Widely Accepted and Trusted EVALUATION SERVICE (s,Innovation RESEARCH LABS ICC-ES Report ESR-2290 ICC-ES I (800)423-6587 I (562) 699-0543 I www.icc-es.org Reissued 03/2016 This report is subject to renewal 03/2018. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 16 00—SHEATHING DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 46 46—FIBER-CEMENT SIDING REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES ICC ICC ICC Auicsm , : „ PMG LISTED Look for the trusted marks of Conformity! s ^,9 111\ "2014 Recipient of Prestigious Western States Seismic Policy Council ~A. �1\ WSSPC Award in Excellence" CCC' ' � A Subsidiary of CON:Doyen• sec.«..eew anyICC-ES Evaluation Reports are not to be construed as representing aesthetics or other attributes not cs.a specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. cc, Copyright c 2017 ICC Evaluation Service, LLC. All rights reserved. r EsICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2290 Reissued March 2016 Revised November 2016 This report is subject to renewal March 2018. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND 2.0 USES COMPOSITES James Hardie fiber-cement panels, plank lap siding, and Section:06 16 00—Sheathing cladding shingles are used as exterior wall covering. The 07 00 00—THERMAL AND MOISTURE products comply with IBC Sections 1404.10 and IRC DIVISION: PROTECTION Section R703.10. The products may be used on exterior walls required to be of Type I, II, Ill or IV construction Section: 07 46 46—Fiber-Cement Siding (IBC). REPORT HOLDER: 3.0 DESCRIPTION 3.1 General: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE The exterior sidings are single-faced, cellulose fiber– FONTANA, CALIFORNIA 92337 reinforced cement (fiber-cement) products. Exterior (800)942-7343 sidings are identified as HardieShingle T"' (New www.iameshardie.com HardieShingle)panels, HardiePlankTM (Cemplank®, info(&jameshardie.com PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle TM (New HardieShingle)individual shingles. EVALUATION SUBJECT: The products comply with ASTM C1186, as Grade II, Type A; have a flame-spread index of 0 and a smoke- HARDIESHINGLETM (NEW HARDIESHINGLE) PANELS, developed index of 5 when tested in accordance with HARDIEPLANKTM LAP SIDING,ARTISAN®LAP SIDING, ASTM E84; and are classified as noncombustible when AND HARDIESHINGLETM (NEW HARDIESHINGLE) tested in accordance with ASTM E136. Thermal INDIVIDUAL SHINGLES conductance(K)and resistance(R)values for the products are as shown in Table 2 of this report, based on testing in 1.0 EVALUATION SCOPE accordance with ASTM C177. 1.1 Compliance with the following codes: The attributes of the fiber-cement sidings have been • 2015, 2012, 2009 and 2006 International Building verified as conforming to the provisions of(i) ICC 700-2012 Code®(IBC) Sections 602.1.6 and 11.602.1.6 for termite-resistant materials; and (ii) ICC 700-2008 Section 602.8 for • 2015, 2012, 2009 and 2006 International Residential termite-resistant materials. Note that decisions on Code®(IRC) compliance for those areas rest with the user of this report. • 2013 Abu Dhabi International Building Code(ADIBC)f The user is advised of the project-specific provisions that may be contingent upon meeting specific conditions, and tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced the verification of those conditions is outside the scope of in this report are the same sections in the ADIBC. p this report. These codes or standards often provide Properties evaluated: supplemental information as guidance. • Weather protection 3.2 Siding: • Structural HardieShingle TM (New HardieShingle®) panels, • Types I, II, Ill, and IV(noncombustible)construction HardiePlankT""®(Cemplank®, PrevailTM', and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle TM (New • Fire-resistance-rated construction HardieShingle) individual shingles are supplied either • Thermal resistance unprimed or primed for subsequent application of a compatible primer and/or exterior-grade top coat. Nominal 1.2 Evaluation to the following green standards: product dimensions are noted in Table 1. 2015, 2012 and 2008 ICC 700 National Green Building The products are available in a variety of finish textures. StandardTM (ICC 700-2012 and ICC 700-2008) HardieShingle TM' panels are offered in three configurations: Attributes verified: half-round, staggered-edge, and square-edge. New HardieShingle® individual shingles are offered in two See Section 3.1 configurations:staggered-edge and square-edge. ICC-ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not.specifically addressed,nor are they to he construed ANS/ as an endorsement of the subject of the report or a recommendation for its use. There is no warranty be ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. "&It=a = Copyright®2016 CC Evaluation Service,LLC. All rights reserved. Page 1 of 25 ESR-2290 I Most Widely Accepted and Trusted Page 2 of 25 3.3 Fasteners: Vertical joints between planks must be lightly butted or Fastener type, size, spacing and installation method must gapped and must be protected by one of the following be as shown in the tables of this report. Fasteners must be methods: (a) sealed with caulking in accordance with the made from corrosion-resistant steel. caulk manufacturer's published gapping requirements and 4.0 DESIGN AND INSTALLATION caulking application instructions; or (b) covered with an H-section joint cover; or (c) located over a strip of 4.1 Design: non-perforated flashing complying with ASTM D226,Type I Walls: The maximum basic wind speeds for positive or felt, or other approved flashing. Trim and corners must be negative transverse load resistance of HardieShingleTM installed and the siding must be finished in accordance (New HardieShingle®) panels, HardiePlankTM (Cemplank®, with the manufacturer's application instructions. A '!8 inch PrevailT", and RFC®) lap siding, Artisan® Lap Siding, and (3.2 mm) gap must be left at locations where the siding HardieShingleT"" (New HardieShingle®1 individual shingles butts against door and window trim and at internal or are presented in Tables 3 through 13. external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints 4.2 Installation: must be flashed with Z-flashing and occur over solid 4.2.1 General: Installation must comply with this report, blocking or wood structural panel sheathing. and a copy of this report must be available at all times on 4.2.4 Artisan Lap Siding: When installation is on wood the jobsite during installation. All products may be cut to or metal framing members, with or without wood structural shape on-site by the score-and-snap method using a panel sheathing, the lap siding must be fastened through score-and-snap knife, a hand guillotine or a handsaw the top edge of single planks (blind nailed) in accordance utilizing a carbide blade. A clear distance of 6 inches with the provisions of Table 4 of this report. A water- (152 mm) must be maintained between the siding and the resistive barrier must be applied over wood or metal earth. Unless otherwise noted in this report, the products framing or wood structural panel sheathing in accordance must be installed in accordance with 2015 and 2012 IBC with the applicable code. Lap siding installed over walls Section 1405.16; 2015 and 2012 IRC Section R703.10; constructed of concrete masonry units complying with 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10: ASTM C90 must be applied in accordance with Tables 5 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC through 10. The lap siding requires the use of a starter Section R703.10, as applicable. strip to set the first course on the proper angle and to 4.2.2 HardieShingleTM (New HardieShingle®) Panels: create a drip edge. When installation is on wood or metal framing members, Vertical joints must be made off-stud by means of the with or without wood structural panel sheathing, a tongue and groove joint. Tongue and groove joints may be water-resistive barrier must be applied over the wood or located centrally between studs but no closer than 4 inches metal framing members or wood structural panel sheathing (102 mm) from the edge of a stud. Nails must not be in accordance with the applicable code. The panels must be fastened in accordance with the provisions of Table 4 of placed within 2 inches (51 mm) of the tongue and groove this report. at the end of the planks. Vertical joints must be staggered on subsequent courses. The plank must then be fastened A 1/8-inch (3.2 mm) gap must be left at locations where to the framing with corrosion-resistant fasteners. the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in Vertical joints between planks must be lightly butted and accordance with the applicable code, then caulked. must be located over a strip of non-perforated flashing Vertical joints must occur over framing members and must complying with ASTM D226, Type I felt, or other approved be sealed with caulking or covered with battens. Horizontal flashing. Trim and corners must be installed and the siding joints must be flashed with metal Z-flashing and occur over must be finished in accordance with the manufacturer's solid blocking or wood structural panel sheathing. application instructions. A 1/8-inch (3.2 mm) gap must be 4.2.3 HardiePlankTM (Cemplank®, Prevail"', and RFC®) left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps Lap Siding:When installation is on wood or metal framing must be flashed in accordance with the applicable code, members, with or without wood structural panel sheathing, then caulked. Horizontal joints must be flashed with the lap siding must be fastened either through the Z-flashing and must occur over solid blocking or wood overlapping planks (face nailed)or through the top edge of structural panel sheathing. single planks (blind nailed) in accordance with the provisions of Table 4 of this report.A water-resistive barrier 4.2.5 HardieShingle"' (New HardieShingle®) must be applied over wood or metal framing members or Individual Shingles: When installed on wood structural wood structural panel sheathing in accordance with the panel sheathing, the cladding shingles are fastened in applicable code. Lap siding installed over walls constructed accordance with the provisions of either Table 11, 12, or of concrete masonry units complying with ASTM C90 must 13 of this report. A water-resistive barrier in accordance be applied in accordance with Tables 5 through 10. The with the applicable code must be applied over the lap siding requires the use of a starter strip to set the first wood-based sheathing substrate to which the shingles are course on the proper angle and to create a drip edge. attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip "off-stud splice device" is installed or where the planks to set the first course on the proper angle and to create a are installed to wood structural panel sheathing complying drip edge. The nominally 11/4-inch-wide-by-1/4-inch-thick with the applicable code, and must be staggered on starter strip and a minimum 81/4-inch-wide (210 mm) subsequent courses. Where the "off-stud splice device" is HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap installed, the splice device's bottom lip must be placed siding starter course are installed over the water-resistive over the adjacent solid course of planks. The plank must barrier with the bottom of the starter strip and starter then be fastened to the framing with corrosion-resistant course even with the bottom of the bottom plate. Shingles fasteners. The abutting plank must be positioned and are spaced a maximum of/4 inch (6.4 mm) apart, leaving fastened into place ensuring that the lower edges of the a minimum side lap of 11/2 inches (38 mm) between the two planks align. The metal device must be located joints of successive courses. Fasteners must be spaced a centrally over the vertical joint. minimum of 3/4 inch (19 mm) and a maximum of 1 inch ESR-2290 (Most Widely Accepted and Trusted Page 3 of 25 (25.4 mm) from shingle edges and must be positioned to 5.0 CONDITIONS OF USE be covered a nominal 11/4 inches by the succeeding The HardieShingle TM (New HardieShingle®) panels, shingle course; for 12-inch-wide (305 mm) shingles, the HardiePlanktM (Cemplank®, PrevailTM, and RFC) lap third nail (see Table 14) must be installed mid-span of the siding, Artisan® Lap Siding, and HardieShingleTM (New shingle. Nails must secure shingles but must not be HardieShingle®) individual shingles described in this report over-driven. Trim and corners must be installed and the comply with, or are suitable alternatives to what is shingles must be finished in accordance with the specified in,those codes listed in Section 1.0 of this report, manufacturer's application instructions. A 1/8-inch (3.2 mm) subject to the following conditions: gap must be left at locations where the shingle butts against door and window trim and at internal or external 5.1 James Hardie® Building Products, Inc, products listed corners; such gaps must be flashed in accordance with the in this report must be installed in accordance with this applicable code, then caulked. Horizontal joints must be report and the manufacturer's published installation flashed with Z-flashing. instructions. In the event of a conflict between this report and the manufacturer's instructions, this report 4.3 Fire-resistance-rated Wall Assembly (HardiePlankTM governs. Lap Siding): The asymmetrical, load-bearing, one-hour fire-resistance- 5.2 HardieShingleT"" (New ®HardieShingle®) pa®nels, rated wall assembly must consist of nominally 2-by-4 wood HardiePlankCemplank , Prevail and RFC®) lap siding, Artisant Lap Siding, and HardieShingleTM studs spaced a maximum of 24 inches (610 mm) on (New HardieShingle®) individual shingles must be center, with two top plates and a single bottom plate. One installed on exterior walls braced in accordance the layer of /8-inch-thick (15.9), Type X, gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches applicable code. (1219 mm) wide, must be applied vertically to the interior 5.3 Design wind speeds applied to James Hardie®sidings face of the studs and secured with minimum 13/4-inch-long described in this report must be determined in (44 mm) cup-head gypsum wallboard nails, spaced accordance with the applicable code and must be less 7 inches (178 mm) on center at board edges and than those shown in the wind speed tables in this intermediate framing members. All board joints must be report. backed by framing. The 5/8-inch-thick (15.9 mm), Type X, 5.4 The sidings must be installed over a code-complying gypsum wallboard joints and nail heads must be finished in water-resistive barrier and as noted in this report. accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of/2-inch-thick 5.5 For use in fire-resistance-rated construction, (12.7 mm), Type X, water-resistant core treated gypsum installation must be in accordance with Section 4.3. sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12-inch-wide (305 mm) 5.6 Flashing must be installed at all penetrations and HardiePlankTM (Cemplank®, PrevailTM, and RFC) lap terminations in accordance with the applicable code. siding lapped a minimum of 11/4 inches (32 mm). The 5.7 Under the 2015 or 2012 IBC, Section 1403.5, 1/2-inch-thick (12.7 mm), Type X, water-resistant core- installation on exterior walls of buildings of Type I, II, treated gypsum sheathing must be applied vertically to the III, and IV construction is limited to buildings that are exterior side of the framing members with vertical edges not greater than 40 feet in height above grade plane staggered 24 inches (610 mm) from the joints on the and that feature a combustible water-resistive barrier. opposite side. All board joints must be backed by framing. 5.8 The products are manufactured at the following The 1/2-inch-thick (12.7 mm), Type X, water-resistant locations, with quality control inspections by ICC-ES: core-treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails • Cleburne, Texas spaced 7 inches (178 mm) on center in the field and 4 • inches (102 mm) on center along the perimeter of each Peru, Illinois board.The outer layer of 5/16-inch-thick(7.5 mm), minimum • Plant City, Florida 12-inch-wide (305 mm) HardiePlankTM (Cemplank®, PrevailTM, and RFC) lap siding must be applied over • Pulaski,Virginia the 1/2-inch-thick (12.7 mm), Type X, water-resistant • Sparks, Nevada core-treated gypsum sheathing by attaching 11/2-inch-wide (38 mm) HardiePlank1M (CemplankR, PrevailTM, and RFC) • Tacoma,Washington starter strips through the gypsum sheathing into the • Waxahachie,Texas bottom plate and 12-inch-wide (305 mm) HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap siding applied • Fontana, California horizontally with a minimum nominally 11/4-inch head lap, 6.0 EVIDENCE SUBMITTED and fastening with a single 6d corrosion-resistant common nail driven through the lapped planks into each stud. Data in accordance with the ICC-ES Acceptance Criteria The axial load must be the lesser of the following, for Fiber Cement Siding Used as Exterior Wall Siding provided structural consideration for axial, flexural and (AC90), dated June 2012 (editorially revised September bearing perpendicular-to-grain stresses is in accordance 2015). with ANSI/AWC NDS-2015 for the 2015 IBC and IRC; 7.0 IDENTIFICATION ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): Pallets of the JamesHardie® Building Products, Inc., HardieShingle TM (New HardieShingle ) panels, 1. Maximum 100 percent of full allowable axial HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap compressive design load permitted for the wood siding, Artisan® Lap Siding, and HardieShingleT"" (New species. HardieShingle®) individual shingles must carry a label 2. Maximum allowable wood axial stress of 0.78 F',,which bearing the manufacturer's name and telephone number, must not exceed 0.78 F'c at a slenderness ratio 10/d the product name, the name of the inspection agency, of 33. ICC-ES, and the evaluation report number(ESR-2290). ESR-2290 I Most Widely Accepted and Trusted Page 4 of 25 TABLE 1-STANDARD NOMINAL PANEL,PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH(INCHES) LENGTH (THICKNESSES (INCHES) 4,51/4,6,61/4,71/4,71/2,8, HardiePlanke lap siding 8'/4,9'/4,91/2&12 12, 14 feet 5/16 Artisan lap siding, 5'/4,71/4,81/4 12, 14 feet 5/8 Cemplanke lap siding 51/4,6,61/4,7'/a,71/2,8, 12, 14 feet 5/16 8/4,9/2 812 PrevailTM lap siding 5'/a 6,61/4,7'/a,7'/2,8, 12, 14 feet 5/16 81/4,9/2812 RFC lap siding 61/4,71/2,81/4,91/2&12 12, 14 feet 5/16 New HardieShingle"'5-inch exposure (square&staggered edge) 48 14 inches /4 New HardieShingle'7-inch exposure 48 151/4, 15'/8 inches 1/4 (square&staggered edge) HardieShingle TM panel 48 16 inches '/a (square&staggered edge) HardieShingle TM panel 48 16, 19 inches 1/4 (half round) New HardieShingle individual 31/2,41/2, 51/2,7,83/, 14 inches 1/4 shingles 5-inch exposure New HardieShingle individual 46/16,51/2,63/4,71/4, 10, 151/4 inches /a shingles 7-inch exposure HardieShingle TM individual shingles 6,8,&12 18 inches '/a For SI:1 inch=25.4 mm,1 ft=305 mm. TABLE 2-"K"and"R"VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE2 RESISTANCE2 (INCH) KEFF=(BTU/HR-FT2-°F)/INCH R=1/KEFF (KEFF) (R) 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 For SI:1 inch=25.4 mm,1 Btu/h-ft2-'F=5.678 W/m2-K. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR-2290 I Most Widely Accepted and Trusted Page 5 of 25 • TABLE 3-MAXIMUM BASIC WIND SPEED(3-second gust)(mph) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 2012 IBC IBC/IRC (Ultimate Design (Basic Wind Wind Seed, Speed,V.,14'") V,K °) EXPOSURE EXPOSURE CATEGORY CATEGORY FASTENER STUD BLDG. THICK FASTENER FRAME PRODUCT (IN.) TYPE SPACING TYPE' HEIGHT (IN.) (IN.) (FT.) BCDBCD 0.083" Attached 0-15 126 85 - 163 110 - HardieShingleTM' shank to /'B 7/16"WSP (Newwood 20 121 85 - 156 110 - HardieShingle®) 1/4 0.187"HD 13.75 structural attached to Panel(straight or half x 1 12"long framing per ( g rin shank panel code 40 105 85 136 110 - round installation) nails sheathing only 60 95 - - 123 - - Attached 0-15 105 85 - 136 110 0.083" to /,e, HardieShingle"'(New shank 7116"WSP HardieShingle®) , '0.187"HD wood attached to 20 105 136 - - Panel(staggered /4 x 1'/2"long 13.75 structural framing per pane - - installation) ring shank sheath Ing code 40 95 123 nail only 60 85 - - 110 - - 0.090" Attached 0-15 158 143 130 204 185 168 to /16 HardieShingleTM' shank 7/16"WSP wood 20 158 139 127 204 179 164 (New '0.215"HD attached to /4 , 8 structural HardieShingle®) x 1 12"long framing per panel 40 152 130 120 196 168 155 Panel ring shank sheathing code nails only 60 143 124 115 185 160 148 0.090" Attached 0-15 172 156 142 222 201 183 to /s HardieShingle"" shank 7/16"WSP (New 0.215"HD Wood attached to 20 172 151 138 222 195 178 /4 6 structural HardieShingle®) x 11/2"long framing per Panel ring shank shpanel eathing code 40 165 141 130 213 182 168 nails only 60 156 135 126 201 174 163 Nominal 0-15 168 137 116 217 177 150 0.083" 2x4 or HardieShinglen' shank Min.No. 20 168 137 116 217 177 150 (New , '0.187"HD at each 20 ga.x HardieShingle®) /4 x11/2"long stud' 3.62"x 16 40 168 126 105 217 163 136 Panel ring shank 1.375" nail2 Metal 60 158 116 105 204 150 136 C-stud Nominal 0-15 147 105 85 190 136 110 0.083" 2x41 or HardieShingle in shank Min.No. 20 137 100 85 177 129 110 (New , '0.187"HD at each 20 ga.x HardieShingle®) /4 x 1'/2"long stud' 3.62"x 24 40 126 95 - 163 123 - Panel ring shank 1.375" nail2 Metal 60 116 89 - 150 115 - C-stud For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph-0.44 m/s. 'Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members,fasteners must be ET&F Fastening Systems,Inc.ET&F Panelfast®nail,ET&F No.AGS-100-0150,head diameter=0.313 in.,shank diameter=0.100 in.,length=1.5 in.Metal studs must be maximum Fy=33 ksi. 'For application to ASTM C90 concrete masonry unit wall,fasteners must be either ET&F Fastening Systems,Inc.ET&F block nail(ET&F No.ASM-144-0125, head dia.=0.30 in.,shank dia.=0.14 in.,length=1.25 in.),Max System block nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in., length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter =0.30 in.,shank diameter=0.145 in.,length=1.25 in.)applied at the equivalent fastener or stud spacing. `Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,Kn=1,K4=0.85,GC,=0.18.,GCp-1.4. 'For application to wood framing or wood-based sheathing,the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. 6Va,4=nominal design wind speed. 2V,4,=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 92015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V,.a=V„„v0.6 ESR-2290 I Most Widely Accepted and Trusted Page 6 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 1•14.13,"2) 10 11 WindttSp d, PRODUCT EXPOSURE EXPOSURE DIMENSION(IN.) STUD BUILDING CATEGORY CATEGORY FASTENER FASTENING FRAME PRODUCT ' TYPE 18 SPACING HEIGHT THICK. WIDTH TYPE METHOD ' (IN.) (FT.) B C D B C D Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 147 217 217 190 HardiePlanka 5/16 4 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1.375" 40 168 158 137 217 204 177 Metal C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga,x 20 168 168 147 217 217 190 HardiePlanka 5/16 6 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1'375 40 168 158 137 217 204 177 Metal C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 137 217 217 177 HardiePlank® 5/16 6'/4 0.100"'1.5" Face Nailed 3.62" 16 x 0.25"HD 1'375" 40 168 158 137 217 204 177 Metal _ C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 158 126 217 204 163 20 ga.x 7/4 or 1375" 6 ET&F pin 3.62" 20 168 147 126 217 190 163 HardiePlank /16 0.100"'1.5" Face Nailed 16 7/z x 0.25"HD ' 40 168 137 121 217 177 156 Metal C-stud 60 168 126 116 217 163 150 Min.No. 0-15 168 147 126 217 190 163 ET&F pin 20 ga.x 20 168 147 126 217 190 163 HardiePlank° 5/,6 8 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1.375 40 168 137 116 217 177 150 Metal C-stud 60 168 126 105 217 163 136 Min.No. 0-15 168 147 126 217 190 163 ET&F pin 20 ga.x 20 168 147 116 217 190 150 HardiePlanka 5/16 81/4 0.100"'1.5" Face Nailed 3.62" 16 x 0.25"HD 1'375" 40 168 131 116 217 169 150 Metal C-stud 60 158 126 105 204 163 136 Min.No. 0-15 168 137 116 217 177 150 20 ga.x ET&F pin 20 168 137 116 217 177 150 HardiePlanka 5/16 9/i or 0.100"'1.5"" Face Nailed 3'62 16 9/z x 0.25"HD 1'375" 40 158 126 105 204 163 136 Metal _ C-stud 60 147 116 105 190 150 136 Min.No. 0-15 145 131 119 187 169 154 ET&F pin 20 ga.x 20 145 127 116 187 164 150 HardiePlanka 5/,6 12 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1.375" 40 139 119 110 179 154 142 Metal C-stud 60 131 114 106 169 147 137 Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 137 116 207 177 150 HardiePlanka 5/,6 4 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1'375 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 137 116 207 177 150 HardiePlanka 5/16 6 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1'375 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 ESR-2290 I Most Widely Accepted and Trusted Page 7 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design �siz Wind Speed, Vasa'' ) V,4410't) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY s z TYPE 1'8 SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 126 110 207 163 142 HardiePlank® 5/16 6'/, 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1.375" 40 147 121 105 190 156 136 Metal C-stud 60 137 116 95 177 150 123 Min.No. 0-15 160 116 100 207 150 129 20 ga.x ET&F pin 20 158 116 95 204 150 123 HardiePlank° 5/16 77,a/or 0.100"'1.5" Face Nailed 3.62"5" 24 , z x 0.25"HD 40 137 105 89 177 136 115 Metal C-stud 60 126 95 89 163 123 115 Min.No. 0-15 160 116 95 207 150 123 ET&F pin 20 ga.x 20 158 116 95 204 150 123 HardiePlank" 5/16 8 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1'375 40 137 105 89 177 136 115 Metal C-stud 60 126 95 85 163 123 110 Min.No. 0-15 158 116 95 204 150 123 ET&F pin 20 ga.x 20 158 105 95 204 136 123 HardiePlank 5/16 81/4 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1'375 40 137 100 85 177 129 110 Metal C-stud 60 126 95 85 163 123 110 Min.No. 0-15 147 105 85 190 136 110 20 ga.x ET&F pin 20 147 105 85 190 136 110 r s 91/,or 3.62" HardiePlank /16 0.100"'1.5" Face Nailed24 91/2 x 0.25"HD 1.375" 40 126 95 85 163 123 110 Metal C-stud 60 126 95 - 163 123 - Min.No. 0-15 106 96 87 137 124 112 ET&F pin 20 ga.x 20 106 93 85 137 120 110 HardiePlank 5/16 12 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1.375" 40 102 87 - 132 112 - Metal C-stud 60 96 - - 124 - - 0-15 158 126 105 204 163 136 ET&F pin Min.No. 20 158 121 100 204 156 129 HardiePlank 5/16 4 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3'62 40 147 110 95 190 142 123 1.375" , 60 137 105 95 177 136 123 0-15 158 126 105 204 163 136 ET&F pin Min.No. 20 158 121 100 204 156 129 HardiePlank 5/,6 6 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3'62 40 147 110 95 190 142 123 1.375" 60 137 105 95 177 136 123 0-15 168 116 100 217 150 129 ET&F pin Min.No. 20 158 116 95 204 150 123 HardiePlank® 5116 6'/, 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3'62 40 137 105 89 177 136 115 1.375" 60 126 100 85 163 129 110 0-15 147 105 85 190 136 110 ET&F pin Min.No. 20 137 100 85 177 129 110 HardiePlank 5/16 7/6 or 0.100"'1.5" Blind Nailed 20 ga.x 16 71/, x 0.313"HD 3'62 40 121 89 - 156 115 - 1.375" 60 110 85 - 142 110 - ESR-2290 I Most Widely Accepted and Trusted Page 8 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design V4.d",,z) Wind Speed, VuM ) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a z TYPE 15 SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D 0-15 137 95 85 177 123 110 ET&F pin Min.No. 20 126 95 - 163 123 HardiePlanke 5/16 8 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3'62" 40 116 85 - 150 110 - 1.375" 60 105 85 - 136 110 - 0-15 137 95 - 177 123 - ET&F pin Min.No. 20 126 95 - 163 123 - HardiePlanke 5/16 81/4 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3'62 40 116 85 - 150 110 - 1.375" 60 105 - - 136 - - 0-15 158 110 95 204 142 123 ET&F pin Min.No. 20 147 105 85 190 136 110 HardiePlanke 5/16 4 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 126 95 85 163 123 110 1.375" 60 121 95 - 156 123 - 0-15 158 110 95 204 142 123 ET&F pin Min.No. 20 147 105 85 190 136 110 HardiePlank 5/16 6 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 126 95 85 163 123 110 1.375" 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110 ET&F pin Min.No. 20 137 100 85 177 129 110 HardiePlanke 5/16 61/4 0.100'"1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 126 95 163 123 - 1.375" 60 105 89 - 136 115 - 0-15 137 95 85 177 123 110 Min.No. a s 71/4 or ET&F pin 20 ga.x 20 126 95 - 163 123 - HardiePlank /16 , 0.100".1.5" Blind Nailed24 71/ x 0.313"HD 3.62"5" 40 116 85 150 110 - 60 105 85 - 136 110 - 0-15 126 85 - 163 110 - ET&F pin Min.No. 20 116 85 - 150 110 - HardiePlanke 5/16 8 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 100 - 129 - - 1.375" 60 95 - - 123 - - 0-15 116 - - 150 - - Min ET&F pin .No. 20 105 - 136 - - HardiePlanke 5/,e 81/4 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 95 - - 123 - - 1.375" 60 85 - - 110 - - 0-15 170 170 158 219 219 204 Face Nailed 20 170 169 154 219 218 199 HardiePlanke 5/1e 5.25 6d common Through 2X4o16 plank overlap 40 170 157 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 Face Nailed 20 170 151 138 219 195 178 HardiePlanke 5/1e 6.25 6d common Through 2X4o16 plank overlap 40 164 140 130 218 181 167 60 155 135 125 207 174 161 ESR-2290 I Most Widely Accepted and Trusted Page 9 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design Vas asu Wind Speed , ) Vin ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY a z ,e SPACING HEIGHT I THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 156 142 129 202 183 166 Face Nailed 20 156 138 126 202 178 162 HardiePlank 5/16 7.25 6d common Through 2X4o16 plank overlap 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 153 139 126 197 179 163 Face Nailed 20 153 135 123 197 174 159 HardiePlank� 5/,6 7.5 6d common Through 2X4o16 plank overlap 40 147 125 116 190 162 150 60 139 120 112 179 155 144 0-15 147 134 121 190 172 157 Face Nailed 20 147 130 118 190 168 153 HardiePlank' 5/15 8 6d common Through 2X4 16 plank overlap wood 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 145 131 119 187 169 154 Face Nailed 20 145 127 116 187 165 150 HardiePlank' 5/,6 8.25 6d common Through 2X4 16 plank overlap wood 40 139 119 110 179 153 141 60 131 114 106 169 147 136 0-15 135 123 111 175 158 144 Face Nailed 20 135 119 109 175 154 141 HardiePlank' 5/16 9.25 6d common Through 2X4o16 plank overlap 40 130 111 102 168 143 132 60 123 106 99 158 137 128 0-15 133 121 110 172 156 142 Face Nailed 20 133 117 107 172 152 138 HardiePlank' 5/16 9.5 6d common Through Wood 16 plank overlap 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 156 142 129 201 183 166 Face Nailed 20 156 138 126 201 178 162 HardiePlank° 5/16 5.25 6d common Through 2X4 24 plank overlap WO°d 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 140 127 115 180 164 149 Face Nailed 20 140 123 112 180 159 145 HardiePlank' s/16 6.25 6d common Through 2X4o24 plank overlap 40 134 115 106 173 148 137 60 127 110 102 164 142 132 0-15 127 116 105 165 149 136 I Face Nailed 20 127 112 103 165 145 132 HardiePlank' 5/,6 7.25 6d common Through 2X4 24 — — plank overlap wood 40 122 105 97 158 135 125 60 116 100 93 149 130 120 0-15 125 113 103 161 146 133 Face Nailed 20 125 110 100 161 142 130 HardiePlank9 5/,5 7.5 6d common Through 2X4 24 plank overlap wood 40 120 102 95 155 132 122 60 113 98 91 146 127 118 ESR-2290 I Most Widely Accepted and Trusted Page 10 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design V,ea'9'1z) Wind Speed, V„6 ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a z 1 B SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C O B C D 0-15 120 109 99 155 141 128 Face Nailed 20 120 106 97 155 137 125 HardiePlanke 5/16 8 6d common Through 2X4o24 plank overlap 40 115 99 91 149 127 117 60 109 95 88 141 122 113 0-15 118 107 97 152 138 126 Face Nailed 2X4 20 118 104 95 152 134 123 HardiePlanke 5/16 8.25 6d common Through 24 wood plank overlap 40 113 97 89 146 125 115 60 107 93 86 138 120 111 0-15 110 100 91 142 129 117 Face Nailed 2X4 20 110 97 89 142 126 115 HardiePlanke 5/16 9.25 6d common Through 24 wood plank overlap 40 106 91 - 137 117 - 60 100 87 - 129 112 - 0-15 109 99 90 140 127 116 Face Nailed 20 109 96 87 140 124 113 HardiePlank 5/16 9.5 6d common Through 2X4 24 plank overlap WO°d 40 104 89 - 135 115 - 60 99 85 - 127 110 - 0-15 170 170 170 219 219 219 Face Nailed 20 170 170 170 219 219 219 HardiePlank 5/16 5.25 8d common Through 2X4 16 plank overlap WO°d 40 170 170 170 219 219 219 60 170 170 170 219 219 219 0-15 170 170 170 219 219 219 Face Nailed 20 170 170 170 219 219 219 HardiePlank 5/16 6.25 8d common Through 2X4o16 plank overlap 40 170 170 161 219 219 208 60 170 168 156 219 217 201 0-15 170 170 160 219 219 207 Face Nailed 20 170 170 157 219 219 203 HardiePlanke 5/16 7.25 8d common Through 2X4 16 plank overlap wood 40 170 160 147 219 207 190 60 170 153 142 219 198 183 0-15 170 170 157 219 219 203 Face Nailed 20 170 168 154 219 217 199 HardiePlanke 5/16 7.5 8d common Through 2X4 16 -- plank overlap wood 40 170 157 145 219 203 187 60 170 150 139 219 194 179 0-15 170 167 151 219 216 195 Face Nailed 20 170 162 148 219 209 191 HardiePlanke 5/16 8 8d common Through wood -- 16 - plank overlap 40 170 151 139 219 195 179 60 167 144 134 216 186 173 0-15 170 164 149 219 212 192 Face Nailed 20 170 159 145 219 205 187 HardiePlank 5/,6 8.25 8d common Through 2X4 16 plank overlap WO°d 40 170 148 137 219 191 177 60 164 142 132 212 183 170 ESR-2290 I Most Widely Accepted and Trusted Page 11 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 1917 Wind Speed, Vastl ) V.,".1) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY z 1 e SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 169 153 139 218 198 179 Face Nailed 20 169 149 136 218 192 176 HardiePlank® 16 5/16 9.25 8d common Through wood plank overlap 40 162 138 128 209 178 165 60 153 133 123 198 172 159 0-15 166 151 137 214 195 177 Face Nailed 20 166 146 134 214 188 173 HardiePlank') 5/16 5/16 9.5 8d common Through wood plank overlap 40 159 136 126 205 176 163 60 151 131 121 195 169 156 0-15 160 145 132 207 187 170 Face Nailed 20 160 141 129 207 182 167 HardiePlank' 5/16 5.25 8d common Through wood 24 plank overlap 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 160 145 132 207 187 170 Face Nailed 20 160 141 129 207 182 167 HardiePlank 5/16 6.25 8d common Through wood 24 plank overlap 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 159 144 131 205 186 169 Face Nailed 20 159 140 128 205 181 165 HardiePlank® 5/16 7.25 8d common Through 2X4 24 plank overlap WO°d 40 153 130 120 198 168 155 60 144 125 116 186 161 150 0-15 156 141 128 201 182 165 Face Nailed 20 156 137 125 201 177 161 HardiePlank 5/16 7.5 8d common Through 2X4 24 plank overlap wood 40 150 128 118 194 165 152 60 141 123 114 182 159 147 0-15 150 136 123 194 176 159 Face Nailed 20 150 132 121 194 170 156 HardiePlank'' 5/16 8 8d common Through wood 24 plank overlap 40 144 123 113 186 159 146 60 136 118 109 176 152 141 0-15 147 134 121 190 173 156 Face Nailed 20 147 130 118 190 168 152 HardiePlank' 5/16 8.25 8d common Through 2X4 24 plank overlap WO°d 40 141 121 111 182 156 143 60 134 116 108 173 150 139 0-15 138 125 113 178 161 146 Face Nailed 20 138 121 111 178 156 143 HardiePlank'' 5/16 9.25 8d common Through 2X4 24 — plank overlap WOOd 40 132 113 104 170 146 134 60 125 108 101 161 139 130 0-15 136 123 112 176 159 145 Face Nailed 20 136 120 109 176 155 141 HardiePlank 5/16 9.5 8d common Through 2X4 24 plank overlap wood 40 130 111 103 168 143 133 60 123 107 99 159 138 128 • ESR-2290 I Most Widely Accepted and Trusted Page 12 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 20121De (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, V..d ) V.61'1) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT s : TYPE s SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D Min.No. 0-15 168 168 137 217 217 177 No.8-18, 1-5/5"long x 20 ga.x 20 168 158 137 217 204 177 Face 3.62"' HardiePlank 5/16 4 0.323"HD 16 Screwed 1.375" 40 168 147 131 217 190 169 ribbed bugle Metal C- head screw stud 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 No.8-18, Min.No. 1-5/5"long x 20 168 158 137 217 204 177 Face ga. HardiePlank® 5/16 6 0.323"HD Screwed 23.62"X 16 ribbed bugle 40 168 147 131 217 190 169 head screw 1'375" 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 No.8-18, d s 1-5/5"long x Face 20nga.x 20 168 158 137 217 204 177 HardiePlank /16 6'/4 0.323"HD 16 ribbed bugle Screwed 3.62"' 40 168 147 126 217 190 163 head screw 1.375" 60 168 137 121 217 177 156 0-15 168 147 126 217 190 163 No.8-18, 1-5/5"long x Min.No. 20 168 147 121 217 190 156 HardiePlanks 5/16 71/4 or 0.323 "HD Face 20 ga.x 16 71/2 ribbed bugle Screwed 3.62"' 40 168 131 116 217 169 150 head screw 1.375" 60 168 126 105 217 163 136 0-15 168 147 126 217 190 163 No.8-18, ® s 15/4"long x Face 20 ga.x 20 168 147 121 217 190 156 HardiePlank /16 8 0.323"HD Screwed 3.62"' 16 ribbed bugle 1 375„ 40 168 131 116 217 169 150 head screw 60 158 126 105 204 163 136 0-15 168 147 126 217 190 163 No.8-18. s 1-5/4"long x Face 20nga.x 20 168 137 121 217 177 156 HardiePlank /,6 8/4 0.323"HD 16 ribbed bugle Screwed 3.62"' 40 168 131 116 217 169 150 head screw 1'375" 60 158 121 105 204 156 136 0-15 168 137 116 217 177 150 No.8-18, m s 91/4 or 1 5/6"long x Face 20 ga.x 20 168 •131 110 217 169 142 HardiePlank /16 9,/z 0.323"HD Screwed 3.62"' 16 ribbed bugle 1 375„ 40 158 121 105 204 156 136 head screw 60 147 116 100 190 150 129 0-15 168 126 105 217 163 136 No.8-18, :o s 1-5/5"long x Face 20nga.x 20 168 121 95 217 156 123 HardiePlank /,6 12 0.323"HD Screwed 3.62"' 16 ribbed bugle 1 375„ 40 137 110 95 177 142 123 head screw 60 137 105 89 177 136 115 0-15 160 137 116 207 177 150 No.8-18, 15/9"long x Min.No. 20 160 137 116 207 177 150 HardiePlank 5/16 4 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62"' 40 155 126 110 200 163 142 head screw 1.375" 60 145 116 105 187 150 136 0-15 160 137 116 207 177 150 No.8-18, e s 1-5/5"long x Face 20nga.x 20 160 137 116 207 177 150 HardiePlank /16 6 0.323"HD Screwed 3.62"" 24 ribbed bugle 1 375„ 40 154 126 110 199 163 142 head screw 60 145 116 105 187 150 136 ESR-2290 I Most Widely Accepted and Trusted Page 13 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design a 9,z Wind Speed, Vaad ) Vu810"1) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY TYPE` METHOD2 TYPE1,e SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 160 145 116 207 187 150 No.8-18, 1- No 5/8"long x Min. . 20 160 141 110 207 182 142 HardiePlank 5/16 61/4 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62"" 40 154 131 105 199 169 136 head screw 1.375" 60 145 126 100 187 163 129 0-15 160 126 105 207 163 136 No.8-18. 1- No 5/8"long x Min. . 20 160 121 105 207 156 136 HardiePlank® 5/,s 7!1 or 0.323 "HD Face 20 ga.x 24 71/2 Screwed 3.62"' ribbed bugle 1 375„ 40 147 110 95 190 142 123 head screw 60 137 105 95 177 136 123 0-15 160 126 105 207 163 136 No.8-18, 1- 5/y"long x Min.No. 20 160 121 100 207 156 129 HardiePlank 5/16 8 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62"" 40 147 110 95 190 142 123 head screw 1.375" 60 137 105 89 177 136 115 0-15 160 121 105 207 156 136 No.8-18.1- No 5/8"long x Min. . 20 160 121 100 207 156 129 HardiePlank 5/16 81/4 0.323"HD Face 20 ga.x 24 Screwed 3.62"' ribbed bugle 1 375" 40 137 105 95 177 136 123 head screw 60 131 100 89 169 129 115 0-15 158 116 95 204 150 123 No.8-18. 1- 5/8"long x Min.No. 20 158 110 95 204 142 123 9 s 91/4 or Face 20 ga.x HardiePlank /16 9,/2 0.323"HD Screwed 3.62"" 24 ribbed bugle 40 137 100 89 177 129 115 head screw 1.375" 60 126 95 85 163 123 110 0-15 163 148 134 210 191 173 No.11 Blind Nailed 20 163 143 131 210 185 169 HardiePlank 5/16 5.251 25 glong Through top 2 x 4 16 roofing nail edge of plank 40 156 133 123 202 172 159 60 148 128 119 191 165 154 0-15 146 132 120 188 171 155 No.11 Blind Nailed 20 146 128 117 188 166 151 HardiePlank® 5/16 6.25 1 25'gong e. Through top 2 x 4 16 roofing nail edge of plank 40 140 119 110 180 154 142 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 No.11 Blind Nailed 20 133 117 107 172 151 138 HardiePlank 5/16 7.25 1 25'gong Through top 2 x 4 16 roofing nail edge of plank 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 No.11 Blind Nailed 20 130 115 105 168 148 135 HardiePlanks 5/16 7.5 1.25"gong e. Through top 2 x 4 16 lroofing nail edge of plank 40 125 107 99 161 138 127 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 No.11 Blind Nailed 20 125 110 101 162 143 130 HardiePlank 5l16 8 1 25'gong e. Through top 2 x 4 16 roofing nail edge of plank 40 120 103 95 155 133 122 60 114 99 91 147 127 118 ESR-2290 I Most Widely Accepted and Trusted Page 14 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design av,: Wind Speed, Vaad ) Val") PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT s z TYPE 1,3 e SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D 0-15 123 112 101 159 144 131 No.11 Blind Nailed 20 123 108 99 159 140 128 HardiePlank* s/,s 8.25 1 25U9ong Through top 2 x 4 16 roofing nail edge of plank 40 118 101 93 152 130 120 60 112 97 90 144 125 116 0-15 115 104 95 148 135 122 No.11 Blind Nailed 20 115 101 93 148 131 119 HardiePlanka s/,s 9.25 1 25�ong Through top 2 x 4 16 roofing nail edge of plank 40 110 94 87 142 122 112 60 104 90 - 135 117 - 0-15 113 103 93 146 133 121 No.11 Blind Nailed 20 113 100 91 146 129 118 HardiePlank s/,s 9.5 1.25"gaugong Through top 2 x 4 16 roofing nail edge of plank 40 109 93 86 140 120 111 60 103 89 - 133 115 107 0-15 133 121 110 172 156 141 No.11 Blind Nailed 20 133 117 107 172 151 138 HardiePlank sl,s 5.251 25 gong Through top 2 x 4 24 roofing nail edge of plank 40 128 109 101 165 141 130 60 121 105 97 156 135 125 0-15 119 108 98 153 139 126 No.11 Blind Nailed 20 119 105 96 153 135 124 HardiePlank s/,s 6.251 gauge,g top 2 x 4 24 • roofing nail edge of plank 40 114 98 90 147 126 116 60 108 94 87 139 121 112 0-15 108 98 89 140 127 115 No.11 Blind Nailed 20 108 96 87 140 123 113 HardiePlank s/,s 7.25 1 25 gong Through top 2 x 4 24 edge of plank 40 104 89 - roofing nail 134 115 - 60 98 85 - 127 110 - 0-15 106 96 88 137 125 113 No.11 Blind Nailed 20 106 94 86 137 121 110 HardiePlank® s/,s 7.5 1 25'gong Through top 2 x 4 24 _--- edge of plank 40 102 87 132 113 roofing nail 60 96 - - 125 108 - 0-15 102 93 - 132 120 - No.11 Blind Nailed 20 102 90 - 132 116 - HardiePlank e/s 8 1 25�ong Through top 2 x 4 24 roofing nail edge of plank 40 98 - - 127 - - 60 93 - - 120 - - 0-15 100 91 - 129 117 - No.11 Blind Nailed 20 100 68 - 129 114 - HardiePlank® a/,s 8.251 25 golng Through top 2 x 4 24 edge of plank 40 96 124 - roofing nail 60 91 - - 117 - - 0-15 94 85 - 121 110 - No.11 Blind Nailed 20 94 - - 121 107 - HardiePlane Shs 9.25 1.25"gaugong Through top 2 x 4 24 - edge of plank 40 90 - - 116 - - roofing nail 60 85 - - 110 - - ESR-2290 I Most Widely Accepted and Trusted Page 15 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design Vaa d3911 Wind Speed, ) Vo ) PRODUCT EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCTn z e SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 93 - - 119 - - No.11 Blind Nailed 20 93 - - 119 - - HardiePlanka 5116 9.51 25U9ong Through top 2 x 4 24 edge of plank 40 89 - - 115 - - roofing nail 60 - 0-15 170 170 166 219 219 214 No.11 Blind Nailed 20 170 170 162 219 219 209 HardiePlanka 5/16 5 25 guage, 1.75 Through top 2 x 4 16 inch long edge of plank 40 170 165 153 219 213 197 roofing Nail 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 No.11 Blind Nailed 20 170 159 145 219 205 187 HardiePlanka 5/16 6.25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 170 148 137 219 191 176 roofing Nail 60 164 142 132 211 183 170 0-15 164 149 136 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 HardiePlanka 5/16 7.25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 158 135 125 204 174 161 roofing Nail 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 No.11 Blind Nailed 20 161 142 130 208 183 167 HardiePlanka 5116 7 5 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 155 132 . 122 200 171 158 roofing Nail 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 No.11 Blind Nailed 20 155 137 125 200 176 161 HardiePlank 5/16 8 guage, 1.75 Through top 2 x 4 16 inch long edge of plank 40 149 127 117 192 164 152 roofing Nail 60 141 122 113 182 157 146 0-15 152 138 126 197 178 162 No.11 Blind Nailed 20 152 134 123 197 173 158 HardiePlanka 5/16 8 25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 146 125 115 189 161 149 roofing Nail 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 No.11 Blind Nailed 20 142 126 115 184 162 148 HardiePlanka 5/16 9.25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 137 117 108 176 151 139 roofing Nail 60 129 112 104 167 145 134 0-15 140 127 116 181 164 149 No.11 Blind Nailed 20 140 124 113 181 160 146 HardiePlanka 5/16 g 5 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 135 115 106 174 148 137 roofing Nail g 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 HardiePlanka 5/16 5.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 158 135 125 204 147 161 roofing Nail 60 149 129 120 193 167 155 ESR-2290 I Most Widely Accepted and Trusted Page 16 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBCIIRC and IBC/IRC,2006 IBCIIRC 2012 IBC (Basic Wind Speed, (Ultimate Design V.sa,,9,12) Wind Speed, V.81°.") PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a : TYPE 1'6 SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D 0-15 147 134 121 190 172 157 No.11 Blind Nailed 20 147 130 118 190 168 153 HardiePlanks 5/16 6.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 141 121 111 182 156 144 roofing Nail 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 No.11 Blind Nailed 20 134 118 108 173 153 140 HardiePlanks 5/16 7 25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 129 110 102 166 142 131 roofing Nail 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No.11 Blind Nailed 20 132 116 106 170 150 137 HardiePlanks 566 7.5 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 126 108 100 163 139 129 roofing Nail 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 No.11 Blind Nailed 20 127 112 102 163 144 132 HardiePlanks 5/18 8 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 122 104 96 157 134 124 roofing Nail 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 No.11 Blind Nailed 20 124 110 100 161 142 129 HardiePlanks 5/16 8.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 119 102 94 154 132 122 roofing Nail 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 No.11 Blind Nailed 20 116 103 94 150 133 121 HardiePlanks 5/16 9.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 112 95 88 144 123 114 roofing Nail 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 No.11 Blind Nailed 20 114 101 92 148 130 119 HardiePlanks 5/16 9.5 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 110 94 87 142 121 112 roofing Nail 60 104 90 - 134 116 - No.8 x 11/4 Min.No. 0-15 168 168 137 217 217 177 in.long x 20 ga.x 20 168 158 137 217 204 177 HardiePlank® 5/16 4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 126 217 190 163 waferhead Metal C- screws stud 60 168 137 121 217 177 156 No.8 x 11/4 Min.No. 0-15 168 168 137 217 217 177 in.long x 20 ga.x 20 168 158 137 217 204 177 HardiePlanks 5/16 6 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 126 217 190 163 waferhead Metal C- screws stud 60 168 137 121 217 177 156 No.8 x 11/4 Min.No. 0-15 168 158 142 217 204 183 in.long x 20 ga.x 20 168 158 131 217 204 169 HardiePlanks 5/16 61/4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 126 217 190 163 waferhead Metal C- screws stud 60 158 137 121 204 177 156 ESR-2290 I Most Widely Accepted and Trusted Page 17 of 25 • TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design as,z Wind Speed, V.„ d"12) V„8 ) PRODUCT EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING s z e SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE' (IN.) (FT.) B C D B C D No.8 x 11/, Min.No. 0-15 168 152 126 217 196 163 in.long x 20 ga.x ® s 71/4 or 0.375 in. Blind 3.62"x 20 168 147 116 217 190 150 HardiePlank h616 71/2 HD ribbed Screwed 1.375" waferhead Metal C- 40 168 137 116 217 177 150 screws stud 60 158 126 110 204 163 142 No.8 x 11/4 Min.No. 0-15 168 147 116 217 190 150 in.long x 20 ga.x 20 168 137 116 217 177 150 HardiePlank s/,S 8 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 158 126 105 204 163 136 waferhead Metal C- screws stud 60 147 121 105 190 156 136 No.8 x 11/, Min.No. 0-15 168 142 121 217 183 156 in.long x 20 ga.x s 0.375 in. Blind 3.62"x 20 168 137 116 217 177 150 HardiePlank' /V6 8/, 16 HD ribbed Screwed 1.375" waferhead Metal C- 40 158 126 110 204 163 142 screws stud 60 147 116 105 190 150 136 No.8 x 11/4 Min.No. 0-15 168 137 116 217 177 150 in.long x 20 ga.X a s 91/4 or 0.375 in. Blind 3.62"x 20 168 126 105 217 163 136 HardiePlank /1616 91/2 HD ribbed Screwed 1.375" waferhead Metal C- 40 158 116 105 204 150 136 screws stud 60 137 110 100 177 142 129 No.8 x 1'/4 Min.No. 0-15 160 137 116 207 177 150 in.long x 20 ga.x 20 160 131 110 207 169 142 HardiePlank° s/,s q 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 152 121 105 196 156 136 waferhead Metal C- screws stud 60 145 116 100 187 150 129 No.8 x 11/, Min.No. 0-15 160 137 116 207 177 150 n.long x 20 ga.x 20 160 131 110 207 169 142 HardiePlank9 s/,S 6 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 152 121 105 196 156 136 waferhead Metal C- screws stud 60 145 116 100 187 150 129 No.8 x 11/4 Min.No. 0-15 160 137 116 207 177 150 n.long x 20 ga.x 20 160 131 105 207 169 136 HardiePlank s/,s 61/, 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 154 121 105 199 156 136 waferhead Metal C- screws stud 60 145 116 100 187 150 129 No.8 x 1'/4 Min.No. 0-15 160 126 105 207 163 136 in.long x 20 ga.x 20 160 116 100 207 150 129 HardiePlanka 5/16 7114 or 0.375 in. Blind 3.62"x 24 71/2 HD ribbed Screwed 1.375" 40 147 105 89 190 136 115 waferhead Metal C- screws stud 60 137 89 89 177 115 115 No.8 x 11/4 Min.No. 0-15 160 121 100 207 156 129 in.long x 20 ga.x a s 0.375 in. Blind 3.62"x 20 158 116 100 204 150 129 HardiePlank /is 8 HD ribbed Screwed 1.375" 24 waferhead Metal C- 40 142 105 89 183 136 115 screws stud 60 131 100 89 169 129 115 No.8 x 11/4 Min.No. 0-15 160 121 100 207 156 129 in.long x 20 ga.x 20 158 116 100 204 150 129 HardiePlank s/8 81/, 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 142 105 89 183 136 115 waferhead Metal C- screws stud 60 126 100 89 163 129 115 ESR-2290 I Most Widely Accepted and Trusted Page 18 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 20151BC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design , ,z) Wind Speed, Va.a"9Van ) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a z TYPE'e SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D No.8 x 1114 Min.No. 0-15 158 116 95 204 150 123 in.long x 20 ga.x 20 147 105 89 190 136 115 HardiePlank° 5/16 9'/,or 0.375 in. Blind 3.62"x 24 9'/2 HD ribbed Screwed 1.375" 40 131 95 85 169 123 110 waferhead Metal C- screws stud 60 121 89 85 156 115 110 6d-2 inch 0-15 141 128 116 182 165 150 long X 0.093 inch Blind Nailed 20 141 124 114 182 160 147 HardiePlank'' 5/16 5.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 135 116 107 174 150 138 head diameter 60 128 111 103 165 143 133 siding nail 6d-2 inch 0-15 126 114 104 163 147 134 long X 0.093 inch Blind Nailed 20 126 111 102 163 143 132 HardiePlank6 5/16 6.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 121 103 96 156 133 124 head diameter 60 114 99 92 147 128 119 siding nail 6d-2 inch 0-15 115 104 95 148 134 123 long X 0.093 inch Blind Nailed 20 115 102 93 148 132 120 HardiePlank'' 5/,6 7 25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 110 94 87 142 121 112 head diameter 60 104 91 - 134 117 - siding nail 6d-2 inch 0-15 113 102 93 146 132 120 long X 0.093 inch Blind Nailed 20 113 99 91 146 128 117 HardiePlank® 5116 7 5 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 108 93 85 139 120 110 head diameter 60 102 89 - 132 115 - siding nail 6d-2 inch 0-15 109 99 90 141 128 116 long X 0.093 inch Blind Nailed 20 109 96 87 141 124 112 HardiePlank'' 5/16 8 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 104 89 - 134 115 - head diameter 60 99 85 - 128 110 - siding nail • 6d-2 inch 0-15 107 97 88 138 125 114 long X _ 0.093 inch Blind Nailed 20 107 94 86 138 121 111 HardiePlank'' 5/t6 8 shank X Through top 2 x 4.25 16 0.222 inch edge of plank wood 40 102 88 132 114 - head diameter 60 97 - - 125 - - siding nail 6d-2 inch 0-15 100 90 - 129 116 - long X 0.093 inch Blind Nailed 20 100 88 - 129 114 - HardiePlank'' 5/16 g 25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 96 - - 124 - - head diameter 60 90 - - 116 - - siding nail 6d-2 inch 0-15 98 89 - 127 115 - long X 0.093 inch Blind Nailed 20 98 87 - 127 112 - HardiePlank'' 5/16 g 5 shank X Through top 2 x 4 16 0.222 inch edge of plank `Hood 40 94 - - 121 - - head diameter 60 89 - - 115 - - siding nail ESR-2290 I Most Widely Accepted and Trusted Page 19 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design V.,2"2 Wind Speed, ) 1/.10.11) PRODUCT EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING a e SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 6d-2 inch 0-15 115 104 95 148 134 123 long X 0.093 inch Blind Nailed 20 115 102 93 148 132 120 HardiePlank6 5/16 5 25 shank X Through top 2 x 4 24 0.222 inch edge of plank Wood 40 110 94 87 142 121 112 head diameter 60 104 91 - 134 117 - siding nail 6d-2 inch 0-15 103 93 - 133 120 - long X 0.093 inch Blind Nailed 20 103 91 - 133 117 - HardiePlanka 5/15 6.25 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 99 - - 128 - - head diameter 60 93 - - 120 - - siding nail 6d-2 inch 0-15 94 85 - 121 110 - long X 0.093 inch Blind Nailed 20 94 - - 121 - - HardiePlank6 5/16 7 shank X Through top 2 x 4.25 24 0.222 inch edge of plank wood 40 90 116 - - head diameter 60 85 - - 110 - - siding nail 6d-2 inch 0-15 92 - - 119 - - long X 0.093 inch Blind Nailed 20 92 - - 119 - - HardiePlank' 5/16 7 5 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 88 - - 114 - - head - -- diameter 60 - - - - - - siding nail 6d-2 inch 0-15 89 - - 115 - - long X 0.093 inch Blind Nailed 20 89 - - 115 - - HardiePlank' 5/16 8 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 85 - - 110 - - head diameter 60 - - - - - - siding nail 6d-2 inch 0-15 87 - - 112 - - long X 0.093 inch Blind Nailed 20 87 - - 112 - - HardiePlank5 5/16 g shank X Through top 2 x 4.25 24 0.222 inch edge of plank wood 40 - - - head diameter 60 - - - - - - siding nail 0-15 153 138 126 198 178 163 0.092" shank X face nailed 20 153 135 123 198 174 159 HardiePlank® 5/16 58.25 0.222"HD X through plank Wood 16 2.5"long overlap 40 146 125 116 188 161 150 galv.nail 60 138 120 112 178 155 145 0-15 143 130 118 185 168 152 0.092" shank X face nailed 20 143 126 115 185 163 148 HardiePlank® 5/16 9.25 0.222"HD X through plank 2 x 4 16 2.5"long overlap wood 40 137 117 108 177 151 139 galv.nail 60 130 113 105 168 146 136 ESR-2290 I Most Widely Accepted and Trusted Page 20 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design VWind Speed, a.d9,9,12) Vutt 1) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE° METHOD2 TYPE1.6 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 141 128 116 182 165 150 0.092•' shank X face nailed 2 x 4 20 141 124 113 182 160 146 HardiePlank® 5/16 9.5 0.222"HD X through plank 16 wood 2.5"long overlap 40 135 116 107 174 150 138 galv.nail 60 128 111 103 165 143 133 0-15 123 112 101 159 144 131 0.092" shank X face nailed 2 x 4 20 123 108 99 159 140 128 HardiePlank® 5/16 12 0.222"HD X through plank 16 wood 2.5"long overlap 40 118 101 934 152 130 120 galv.nail 60 112 97 90 144 125 116 8d ring 0-15 203 184 167 262 238 216 shank box face nailed 20 203 179 163 262 231 210 HardiePlank® 5/16 58.25 nail,0.113" through plank 2 x 46 16 shank X overlap Wed 40 194 166 153 250 214 198 0.260"HD X 2.375"L 60 184 159 148 238 205 191 8d ring 0-15 166 151 137 214 195 177 shank box face nailed 20 166 146 134 214 188 173 HardiePlank® 5/16 58.25 nail,0.113" through plank 2 x 46 24 0.260nHD X overlap Wood 40 159 136 126 205 176 163 2.375"L 60 151 131 121 195 169 156 0-15 151 137 125 195 177 161 0.092" shank X face nailed 20 151 133 122 195 172 158 HardiePlank® 5/16 58.25 0.222"HD X through plank 2 x 46 16 2"long gals. overlap Wood 40 145 124 115 187 160 148 nail 60 137 119 111 177 154 143 0-15 187 170 154 241 219 199 0.092" shank X face nailed 20 187 165 151 241 213 195 HardiePlank® 5/16 58.25 0.222"HD X through plank 2 x 46 16 2.5"long overlap Wed 40 180 154 142 232 199 183 galv.nail 60 170 147 137 219 190 177 Attached 0-15 207 188 171 267 243 221 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 207 183 167 267 236 216 HardiePlank® 5/16 5.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 199 170 157 257 219 203 head screws center sheathin g only 60 188 163 152 243 210 196 Attached 0-15 183 166 151 236 214 195 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 183 161 147 236 208 190 HardiePlank® 5/16 6.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 176 150 139 227 194 179 head screws center sheathin g only 60 166 144 134 214 186 173 Attached 0-15 165 150 136 213 194 176 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 165 145 133 213 187 172 HardiePlank® 5/16 7.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 158 135 125 204 174 161 head screws center sheathin g only 60 150 130 120 194 168 155 Attached 0-15 150 136 124 194 176 160 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 150 133 121 194 172 156 HardiePlank® 5/16 8.25 0.375"HD edge of plank structural attached - ribbed wafer at 12 in.on panel per code 40 144 123 114 186 159 147 head screws center sheathin g only 60 136 118 110 176 152 142 ESR-2290 I Most Widely Accepted and Trusted Page 21 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, Vasd ) V,,„"'") u0 PRODUCT EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT < z TYPE i•$ SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D Attached 0-15 139 126 114 179 163 147 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 139 122 112 179 158 145 HardiePlank® 5/16 9.25 0.375"HD edge of plank structural attached i ribbed wafer at 12 in.on panel per code 40 133 114 105 172 147 136 head screws center sheathin g only 60 126 109 101 163 141 130 0.090" Attached 0-15 145 132 120 187 170 155 shank X blind nail to 7/16" through top wood 7/16"WSP 20 145 128 117 187 165 151 HD HardiePlank® 5/16 58.25 0 1.5"long X edge of plank structural attached ring shank at 8 in.on panel per code 40 139 119 110 179 154 142 nails center sheathin g only 60 132 114 106 170 147 137 0.090" Attached 0-15 166 150 137 214 194 177 shank X blind nail to 7/16" through top wood 7/16"WSP 20 166 146 133 214 188 172 HD HardiePlank® 5/16 58.25 0 5"long X edge of plank structural attached ring shank at 6 in.on panel per code 40 159 136 125 205 176 161 nails center sheathin g only 60 150 130 121 194 168 156 0.091" Attached 0-15 100 91 - 129 117 - shank, Face Nailed to 7/16" 5 0.221"HD, through the wood 7/16"WSP 20 100 88 - 129 114 - HardiePlank' /ie 9/z 1.5"long overlap at 12" structural attached ring shank o.c. panel per code 40 96 - 124 - - nail' sheathin g only 60 91 - 117 - - 0-15 184 167 152 238 216 196 0.092" shank X blind nail 20 184 162 148 238 209 191 Artisan®Lap 5 /9 5.25 0.225"HD X through top Wood? 16 2.25"long edge of plank 40 177 151 140 229 195 181 galv.Nail 60 167 145 135 216 187 174 0-15 135 122 111 174 158 143 0.092" shank X blind nail 20 135 119 108 174 154 139 Artisan®Lap s/9 7.25 0.225"HD X through top Wood' 16 2.25"long edge of plank 40 129 111 102 167 143 132 galv.Nail 60 122 106 98 158 137 127 0-15 117 106 96 151 137 124 0.092" shank X blind nail 20 117 103 94 151 133 121 Artisan®Lap s/8 8.25 0.225"HD X through top 2X4 16 2.25"long edge of plank Wood 40 112 96 88 145 124 114 galv.Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092" shank X blind nail 20 132 116 106 170 150 137 Artisan®Lap 5/6 5.25 0.225"HD X through top 2X4 24 2.25"long edge of plank Wood' 40 126 108 100 163 139 129 galv.nail 60 119 104 96 154 134 124 0-15 99 90 - 128 116 - 0.092" shank X blind nail 20 99 87 - 128 112 - Artisan®Lap 5/8 7.25 0.225"HD X through top 2X4 24 — 2.25"long edge of plank Wood 40 95 - - 123 - - galv.nail 60 90 - - 116 - - 0-15 88 - - 114 - - 0.092" - shank X blind nail 20 88 .. - 114 - - Artisan®Lap 5 /9 8.25 0.225"HD X through top 2X4 24 2.25"long edge of plank Wood 40 - - - - - - galv.nail 60 - - - - - - • ESR-2290 I Most Widely Accepted and Trusted Page 22 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design Yds 3.8,12 Wind Speed, a Y ) �n PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a 2 i a SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE" (IN.) (FT.) B C D B C D Min.No. 0-15 181 164 149 234 212 192 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 181 159 146 234 205 188 Artisan®Lap 5/8 5.25 0.323"HD through top 1.375• 16 ribbed bugle edge of plank Metal C- 40 174 148 137 225 191 177 head screw stud 60 164 142 132 212 183 170 Min.No. 0-15 157 142 129 203 183 167 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 157 138 126 203 178 163 Artisan®Lap 5/8 7.25 0.323"HD through top 1375• 16 ribbed bugle edge of plank Metal C- 40 150 128 119 194 165 154 head screw stud 60 142 123 114 183 159 147 Min.No. 0-15 149 135 123 192 174 159 No.8X1- 20ga.x 5/8"long X blind screw 20 149 131 120 192 169 155 Artisan®Lap 5/8 8.25 0.323"HD through top 1.375 • 16 ribbed bugle edge of plank Metal C- 40 143 122 113 185 158 146 head screw stud 60 135 117 109 174 151 141 Min.No. 0-15 180 163 148 232 210 191 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 180 158 145 232 204 187 Artisan®Lap 5/8 5.25 0.323"HD through top 3.62" 375• 24 ribbed bugle edge of plank Metal C- 40 172 147 136 222 190 176 head screw stud 60 163 141 131 210 182 169 Min.No. 0-15 144 130 118 186 168 152 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 144 127 116 186 164 150 Artisan®Lap 5/8 7.25 0.323"HD through top 3.62" 375• 24 ribbed bugle edge of plank Metal C- 40 138 118 109 178 152 141 head screw stud 60 130 113 105 168 146 136 Min.No. 0-15 132 119 108 170 154 139 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 132 116 106 170 150 137 Artisan®Lap 5/8 8.25 0.323"HD through top 1.375• 24 ribbed bugle edge of plank Metal C- 40 126 108 100 163 139 129 head screw stud 60 119 104 96 154 134 124 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 2Face=Fastened through the overlapping plank.Blind=Fastened through the top edge of single plank. Wind speed design assumptions per Section 30.4,Method 2,of ASCE 7-10:I=1.0,Kzt=1,Kd=0.85,GCp=0.18,GCp=-1.4. 4ET&F pin fasteners have knurled shanks 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16"WSP sheathing by at least Yd"for nails or 3 full threads for screws. 'Values are for species of wood having a specific gravity of 0.50 or greater 'Values are for species of wood having a specific gravity of 0.40 or greater 'Metal studs must be minimum Fy=33 ksi. 9Vas8=nominal design wind speed. 12V„n=ultimate design wind speed. "Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 122015 and 2012 BC Section 1609.3.1,Eqn.16-33, Vasd=V„„'0.6 ESR-2290 I Most Widely Accepted and Trusted Page 23 of 25 TABLE 5-(Vasd 100 MPH;VA 129 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2'4'5 Building <6'/2-inch wide 71/4-&71/2-inch wide 8-&81/4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlank9 Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC.head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan5 Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in., shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in., length=1.5 in.),Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.).or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.).3 Maximum nominal design wind speed(Vaa)shall be 100 mph.Maximum ultimate design wind speed(V,,,,,shall be 129 mph. 'Interpolation of spacing to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 6-(Vasd 110 MPH;V„d 142 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2'4'5 Building <61/2-inch wide 7'/4-&7'/2 inch wide 8-&81/4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure - B C D B C D B C D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 For SI: 1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. • 'HardiePlane Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125.head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC.head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan5 Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed(Vaa)shall be 110 mph Maximum ultimate design wind speed(V.,0 shall be 142 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 7-(Vasd 120 MPH;VA 155 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'3'4 Building <6'/2-inch wide 7'/4-&71/2-inch wide 8-&8114-inch wide 91/4-&91/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 • 13 18 13 11 16 12 10 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlanks Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125.head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long).Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in.,length=1.3 in.). Aerosmith SurePin block nail(head diameter=0.30 in..shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP1455 head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in..shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.5 in.).'Maximum nominal design wind speed(Vag)shall be 120 mph.Maximum ultimate design wind speed(V„,„)shall be 155 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 I Most Widely Accepted and Trusted Page 24 of 25 TABLE 8-(V„d 130 MPH;V,d,168 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2.4,5 Building <61/2-inch wide 71/4-&7'/2-inch wide 8-&81/4-inch wide 91/4-&91/2-inch wide Height Exposure Exposure Exposure Exposure (feet) B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlank"Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head dia.=0.30 in.,shank dia.=0.144 in.,length=1.25-in,long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter =0.145 in.,length=1.25 in.). 2Artisan5 Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in..length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed shall be 130 mph.Maximum ultimate design wind speed(V,,,,,shall be 168 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 9-(Vasd 140 MPH;V.„181 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2,4'5 Building <6'/2-inch wide 71/4.&7'/2-inch wide 8-&8'14-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 • 8 50 18 13 11 15 11 10 14 10 9 12 9 , 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI: 1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlank'Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in„length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan5 Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP 1455 head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.).3Maximum nominal design wind speed shall be 140 mph.Maximum ultimate design wind speed(V„„shall be 181 mph, 4lnterpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 10-(Vasd 150 MPH;V„5 194 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WAL12'2'4'5 Building <61/2-inch wide 7'/4-&71/2-inch wide 8-&81/4-inch wide 91/4-&91/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s, 'HardiePlank'Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125.head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head dia.=0.30 in.,shank dia.=0.145 in.,length=1,3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in„length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter =0.145 in.,length=1.25 in.). 2Artisan5 Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in„shank diameter.=0.144 in„length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in„shank diameter=0.144 in.,length=1.5 in.),or Jaaco NailPro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed shall be 150 mph.Maximum ultimate design wind speed(V,,,,,shall be 194 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). , ESR-2290 I Most Widely Accepted and Trusted Page 25 of 25 TABLE 11—ALLOWABLE BASIC WIND SPEEDS(mph)FOR HARDIESHINGLETM(NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBC/IRC,2006 2015 IBC/IRC and 2012 IBC IBC/IRC (Ultimate Design Wind Speed, (Basic Wind Speed,V,, '") V„„") Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Building Fastener Location (feet) B C B C 8 inch exposure 0-15 126 110 163 142 2 roofing nails 9 inches from 20 126 105 163 136 butt edge 40 126 95 163 123 60 126 89 163 115 7 inch exposure 0-15 126 126 163 163 2 roofing nails 8 inches from 20 126 121 163 156 ,s Min.0.121 in.shank x 40 126 110 163 142 Minimum /32 inch thick butt edge plywood complying with DOC 0.371 in.HD x 1'/.in.long 60 126 105 163 136 PS 1-95 corrosion resistant roofing 0-15 126 126 163 163 Nail 6 inch exposure 20 126 126 163 163 2 roofing nails 7 inches from 40 126 121 163 156 butt edge 60 126 116 163 150 5 inch exposure 0-15 126 126 163 163 2 roofing nails 6 inches from 20 126 126 163 163 butt edge 40 126 121 163 156 60 126 116 163 150 For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2V°,°=nominal design wind speed. 3V„„=ultimate design wind speed. °Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1.Kd=0.85.GCpi=0.18.GCp=-1.4. '2015 and 2012 IBC Section 1609.3.1.Eqn.16-33, V„”=V,,,,60.6 TABLE 12—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLETM (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBCIIRC,2006 2015 IBC/IRC and 2012 IBC IBC/IRC (Ultimate Design Wind Speed, (Basic Wind Speed,V„A"”) VA") Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Fastener Location B(iwgg B C B C flinch exposure 0-15 126 89 163 115 2 siding nails 9 inches from 20 126 89 163 115 butt edge 40 105 85 136 110 60 100 129 7inch exposure 0-15 126 105 163 136 2 siding nails 8 inches from 20 126 100 163 129 T Min.0.091 in.shank x butt edge 40 121 95 156 _ 123 Minimum /,e inch thick OSB 60 116 89 t 50 115 sheathing complying with 0.221 in.HD x 1'/z in.long - - corrosion resistant siding 0-15 126 116 163 150 DOC-PS 2-95 6 inch exposure Nail 20 126 110 163 142 2 siding nails 7 inches from 40 126 105 163 136 butt edge 60 126 95 163 123 0-15 126 116 163 150 Sinch exposure 20 126 110 163 142 2 siding nails 6 inches from 40 126 105 163 136 butt edge 60 126 _ 95 163 __ 123 For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0.Kzt=1,Kd=0.85.GCpi=0.18,GCp=-1.4. 2V„"=nominal design wind speed. 'V,e=ultimate design wind speed. °Wind speed design assumptions per Section 30.4.of ASCE 7-10:Kzt=1.Kd=0.85,GCpi=0.18,GCp=-1.4. '2015 and 2012 IBC Section 1609.3.1.Eqn.16-33. V,a=V„„.i0.66 TABLE 13—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLETM (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBCIIRC,2006 2015 IBCIIRC and 2012 BC IBC/IRC (Ultimate Design Wind Speed, (Basic Wind Speed,VAd"'s) VA") Weather Exposure and Fastener Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Location Building B C B C (feet) 8 inch exposure, 0-15 116 116 150 150 3 nails for shingles greater than 8 in. 20 110 110 142 142 wide,2 nails for shingles 8 in.wide and 40 100 100 129 129 narrower,9 inches from drip edge 60 95 95 123 123 7 inch exposure 0-15 126 126 163 163 Min.0.091 in.shank x 3 nails for shingles greater than 8 in. 20 121 121 156 156 Minimum'/•6 inch thick OSB , wide,2 nails for shingles 8 in.wide and 40 110 110 ___ 142 _ 142 0.221 in.HD x 1/2 in.long z sheathing complying with narrower,8 inches from drip edge 60 105 105 136 136 DOC-PS 2-95 corrosion resistant siding Nail 6inch exposure 0-15 126 126 163 163 3 nails for shingles greater than 8 in. 20 126 126 163 163 wide,2 nails for shingles 8 in.wide and 40 126 126 163 163 narrower,7 inches from drip edge 60 121 121 156 156 5 inch exposure 0-15 126 126 163 163 3 nails for shingles greater than 8 in. 20 _ _ 126 _ 126 163 _ __ 163 wide.2 nails for shingles 8 in.wide and 40 126 126 163 163 narrower,6 inches from drip edge 60 121 121 156 156 For SI:1 foot=305 mm.1 inch=25.4 mm,1 mph=0.44 Ms. 'Wind speed design assumptions per Section 6.5.Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85.GCpi=0.18,GCp=-1.4. 2V,=nominal design wind speed. 'V„„=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85.GCpi=0.18,GCp=-1.4. '2015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V„”=V,,,, 0.6 ICC ESEVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2016 Revised November 2016 This report is subject to renewal March 2018. www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD,PLASTICS AND COMPOSITES Section:06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA,CALIFORNIA 92337 (800)942-7343 www.jameshardie.com info(&jameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM(NEW HARDIESHINGLE®)PANELS, HARDIEPLANK TM LAP SIDING, ARTISAN®LAP SIDING,AND HARDIESHINGLETM(NEW HARDIESHINGLE) INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLEW (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, recognized in ICC-ES master evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2016 California Building Code®(CBC) is 2016 California Residential Code®(CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17,and 17A, as applicable. The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the 2015 International Building Code (IBC)provisions of the master report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the ICC-ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not specifically addressed.nor are they to be construed a) as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC.express or implied.as to any finding or other matter in this report,or as to any product covered by the report. Baia Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 2 ESR-2290 Most Widely Accepted and Trusted Page 2 of 2 master evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2015 International Residential Code(IRC)provisions noted in the master report. The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the 2015 International Residential Code (IRC) provisions of the master report and the additional requirements of CRC Sections R337.1.3.1 and R337.7,as applicable. The products recognized in this supplement have not been evaluated for compliance with the International Wildland—Urban Interface Code. This supplement expires concurrently with the master report reissued March 2016, and revised November 2016. Force Engineering& Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report DREXEL METALS, INC. DMC 100NS, 24 Ga. 16" Coverage Roof Panel over 15/32"Plywood Florida Product Approval # 12114.1 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: Drexel Metals, Inc. 204 Railroad Drive Ivyland, PA 18974 Engineer Evaluator: Terrence E.Wolfe, P.E. #44923 Florida Evaluation ANE ID: 1920 Validator: Locke Bowden, P.E., FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: QA Evaluation Report Pages 1—4 ^Al /%.• " �O`ootiiiii. , ••` I: • .c oiCoi . .. 14.10,„,„'' • 4v. le i No.44923” *<-- ,# d. "+• STATT OF .w %,'A` • L0RIV /'.•, Ar anrea. �j . . .., , A "� cOI, .j 01417. 1� 2 01417. 0 N A l T,'00- FL# 12114.1 RI February 2, 2012 1 "- Force ...00000110111111.111.1111.111:1-114 Force Engineering& Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010,Sections 1504.3.2. Product Description: DMC 100NS, 1" Nailstrip Roof Panel, 24 Ga. Steel, 16" Coverage, Roof Panel restrained with fasteners into 15/32" Plywood decking. Non-structural Application. Panel Material/Standards: Material: 24 Ga.Steel conforming to Florida Building Code 2010 Section 1507.4.3 Yield Strength: Min.50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010,Section 1507.4.3 Panel Dimension(s): Thickness: 0.024" Width: 16"Coverage Female Rib: 7/8"tall Male Rib: %"tall rib w/slotted strip Panel Seam: Snap Lock Panel Rollformer: New Tech Machinery Corp. Panel Fastener: Through Panel Slot:(1)#10-13 x 1"Pancake Type A %"minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010,Section 1506.6, 1507.4.4 Substrate Description: 15/32"thick,APA Rated plywood,Grade C-D. Plywood supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2010. Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 41.6 psf Panel Slot Fastener Spacing: 10%:"O.C. 'Design Pressure includes a Safety Factor=2.0. `�0 EA•' E•' • k'o iii (�4..% CINsj . s, 4. � ' 'I, � ♦ • No.4400 : • S) \� C.-.4, T,'�L^ T 1 J y =tr-1 w 7� 7f 10 •'' STATEO+P :arm' , 4` 0 !' 1"`r SNP 011116 �,Os AL R1 ;S'S MA. %,s,• I. . F[# 12114.1 RI February 2, 2012 .. li Iii 1 m NIIIIIIIIIIII „.. i ....iiill 0 0- 11 Force Engineering& Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010,Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010,as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies Reference Data: 1. UL 580-94 Report#58459.01-122-44,dated 07/29/05 Architectural Testing. 2. Certificate of Independence By Terrence E.Wolfe, P.E. (No.44923)@ Force Engineering&Testing, Inc. (FBC Organization#ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. ,"'''1 1 f f f f, lie �N1i: C E• E•9,0 *si O �,�� 1 CENs4 `A,i • /.. • f'r1;:. / ft &NI:.449Q ' .' ' I j . .. : .11' STATE Of .ar 0pc►. FtOILIVl •.+441 i '��lt�O Idf 1 L 00 FL# 12114.1 R1 February 2, 2012 ,iiiiiiiiii111 Force Engineering& Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Sections 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. ,,,,{{f{I1tl/I,,.. • i .. • No.449i3/ ," r?:—) t' '111' STATE Of : • PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below, if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Information regarding State Product Approval may be obtained at www. floridabuilding.org ADDRESS: 1565 Selva Marina Drive Atlantic Beach DATE: 11/21/19 CATEGORY/ SUB-CATEGORY MFR PRDUCT DESC. LIMITATION OF USE FL# OR SJCR# Expiration Code Date Version 1. EXTERIOR DOORS ASSEMBLIES _ • A. ROLL-UP N/A N/A N/A _ N/A Over Head Door Sectional Garage Door Up To 16'Wide WindCode W6 Door; Up to 9' FL16798.16 or 1/24/2020 B. SECTIONAL Corp. 16'Wide and up to 9'Wide 8' Wide WindCode W6 Door FL16798.3 2014 Tall. 4/7/2020, C. SLIDING PGT Aluminum Siding Glass Door Series 670; Non-Impact SGD-2500 251.1; 251.3 03/18/2024 2017 D. SWINGING PlastPro Fiberglass door units FL15213.35; 12/31/2019 2017 FL15213.1 - E. AUTOMATIC N/A N/A N/A _ N/A N/A 2. WINDOWSN/A N/A A. AWNING N/A N/A N/A N/A N/A B. CASEMENT N/A _ N/A N/A N/A N/A C. DUAL ACTION N/A N/A N/A N/A N/A D. DOUBLE-HUNG N/A N/A N/A _ N/A N/A E. SINGLE-HUNG (ALUMINUM) PGT Single Hung Window Front Elevation, Sides and rear non impact 239.3 9/1/2021 2014 SH-600 F. SINGLE-HUNG (VINYL) PGT Single Hung Window Front Elevation, Sides and rear non-impact 1435.5 10/1/2021 2017 SH-2100 G. FIXED(ALUMINUM) PGT Aluminum Fixed Glass Front Elevatio 4:13.41 rear non-impact 243.1 4/11/2023 2017 • H. FIXED(VINYL) PGT Vinyl Fixed Glass Front Vila n, Sides and rear non-impact 5012.3 7/29/2021 2017 Front Elevation, Sides and rear non-impact I. HORIZONTAL SLIDER PGT Vinyl Horizontal Slider 2100 series 1844.2 1/10/2021 2017 J. PROJECTED N/A _ N/A N/A N/A K. PASS THROUGH _ N/A N/A N/A N/A L. MULLIONS (Aluminum windows) PGT Aluminum Mullions 1" xSrtd. Wall Aluminum Tube Clipped 261.1 5/26/2021 2014 Mullions. NOA#04-0528.04 M. MULLIONS (Vinyl windows) PGT ; Mullions(for Vinyl windows) 1 Front Elevation Impact SH-500 261.1 5/26/2021 2014 Page 1 OF 6 PRODUCT APPROVAL SPECIFICATION SHEET N. WIND BREAKER N/A N/A N/A N/A O. Storefront 3. PANEL WALLS HardiePlank Lap Siding, A. SIDING James Hardie Cemplank Lap Exterior siding FL13192.2 12/31/2020 2017 James Hardie HardiePanel Siding, Cempanel Exterior siding FL13223.2 12/31/2020 2017 Siding - B. SOFFITS James Hardie HardiePanel Soffit, Cempanel Exterior siding , FL13265.R3 12/31/2020 2017 Soffit _ C. EIFS (EXTERIOR INSULATION) N/A N/A N/A N/A D. STORE FRONTS _ N/A N/A N/A N/A E. CURTAIN WALLS N/A N/A N/A N/A F. WALL LOUVER N/A N/A N/A N/A G. GLASS BLOCK N/A N/A N/A N/A 4. ROOFING PRODUCTS A. BUILT UP ROOFING N/A N/A N/A N/A B. MODIFIED BITUMEN ROOF SYSTEM N/A N/A N/A N/A C. SINGLE PLY ROOF SYSTEMS N/A N/A N/A N/A D. SPRAY APPLIED POLYURETHANE N/A N/A N/A N/A ROOF SYSTEM E. ROOFING FASTENERS National Nail Fluted fasteners for concrete N/A N/A Corp F. ROOFING INSULATION N/A N/A _ N/A N/A Fire classification is not part of the acceptance; refer to a currect Approved 3-tab, 4-tab, 5-tab, Roofing Materials Directory for fire ratings G.ASPHALT SHINGLES Owens Corning laminated, starter and hip & of this product. Shall not be installed on 10674.1 5/16/2020 2014 ridge shingles roof mean heights in excess of 33 ft. System shall not be installed at slopes less that H. WOOD SHINGLES AND SHAKES N/A N/A _ N/A N/A • I. ROOFING SLATE N/A N/A N/A N/A J. ROOF TILE ADHESIVES N/A N/A N/A N/A K. CEMENTS-ADHESIVES-COATINGS N/A N/A N/A _ N/A L. LIQUID APPLIED ROOF SYSTEMS N/A N/A N/A N/A Page 2 OF 6 PRODUCT APPROVAL SPECIFICATION SHEET Fire classification is not part of this acceptance. Weather Watch,Storm Guard,Liberty Base and Metal Mate shall not be used as roof tile underlayment. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weather Watch, Storm Guard,Liberty Base and Metal-Mate shall be installed in strict compliance with applicable Building Code. Weather Weather Watch: Granular Watch,Storm Guard,Liberty Base and Metal-Mate membranes surfaces modified,fiberglass shall be applied to a smooth clean and dry surface with deck free of irregularities. Weather Watch,Storm Guard,Liberty Base and reinforced, bituminous sheet Metal-Mate membranes shall not be applied over an existing roof material for as an underlayment membrane. Weather Watch,Storm Guard,Liberty Base and In sloped roof assemblies. Metal Mate shall not be left exposed as a temporary roof for longer than 60 days of application. Weather Watch,Storm Designed as an ice&rain Guard,Liberty Base and Metal Mate may be used with any shield. Storm Guard: Modified, approved roof covering Notice of Acceptance listing Weather Watch and Storm Guard as a component part of an assembly in GAF Materials fiberglass reinforced, the Notice of Acceptance. If Weather Watch,Storm Guard M. UNDERLAYMENTS Corporation bituminous sheet material for Liberty Base and Metal-Mate are not listed a request may be 10626.1 12/17/2021 2017 p made to the uthority Having Jurisdiction(AHJ)or the Miami-Dade as an underlayment in loped County Product Control Department for approval provided that roof assemblies. Designed as appropriate documentation is provided to detail compatibility of an ice&rain shield. Metal- the products,wind uplift resistance,and fire testing results. All nails in the deck shall be carefully checked for protruding heads. Mate: Fiberglas reinforced, Re-fasten any loose decking panels. Sweep the deck thoroughly modified bituminous sheet to remove any dust and debris prior to application. When material for as an underlayment applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center in sloped roof metal roof outward in both directions. Roll or broom the entire membrane assemblies. surface so as to have 100%contacts with the surface,giving special attention to overlap areas. Flash vent pipes,stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo,or following statement: "Miami-Dade Count Product Control Approved"or the Miami-Dade Logo. M. UNDERLAYMENTS Poly Glass Corp Film and Granule Surfaced Self 5259.1 09/13/2021 2017 -Adhering Underlayment Approved for use in HVHZ: No DMC 100NS, DMC 150SL, Approved for use outside HVHZ:Yes N. NON-STRUCTURAL METAL Drexal Metals DMC 150SS, DMC 175S, DMC Impact Resistant: N/A 17678.1 12/31/2020 2017 ROOFING Corp. 200S, DMC 450, DMC 5V& Design Pressure: +0/-180 DMC Corrugated Other: See evaluation report for limits of use Entegra Roof High profile concrete roof tiles; Model: Entegra Concrete Roof Tiles O. ROOFING TILES Tile, Inc. Medium Profile Concrete roof (HVHZ jurisdictions) 7804.1, 7804.2 11/03/2020 2017 FL#: FL7804 R10 tiles Description: Concrete Roof Tile Page 3 OF 6 PRODUCT APPROVAL SPECIFICATION SHEET Vulkem 350NF/345/346 Waterproofing One part, low self-lelveling (SL)or roller P. WATERPROOFING 350NF/345/346 System grade polyurethane base coat 16129.1 3/27/2020 2014 waterproofing membrane. 5. SHUTTERS A. ACCORDION N/A N/A N/A N/A B. BAHAMA N/A N/A N/A N/A D. COLONIAL N/A N/A N/A N/A E. ROLL-UP N/A N/A N/A N/A F. EQUIPMENTS N/A N/A N/A N/A 6. SKYLIGHTS _ A. SKYLIGHT _ N/A N/A N/A N/A 7. STRUCTURAL COMPONENTS ITW Building A. TRUSS PLATES Components Truss connector plates N/A 1999.1, 1999 1, 12/31/2020 Group(ALPINE) 1999.3, 1999.4 B. TRUSS PLATES Mitek Industries Truss connector plates N/A FL2197 Page 4 OF 6 PRODUCT APPROVAL SPECIFICATION SHEET a)N/A b)N/A c)N/A d)Maximum allowable loads shall not exceed than allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to 2355, 5113, Load and Resistance Factor Design. 9589, 10007, Capacity of wood members is not covered 10441, 10446, by this report. Capacity of wood members 10447, 10456, must be checked by the building designer. 10531, 10655, The anchorage of the MGT to masonary or 10667, 10852, a) AT acrylic tie concrete wall is not covered by this report. 10856, 10860, Simpson Strong b)Hurricane Tie Anchorage must be designed by the 10861, 10864, C. WOOD CONNECTORS Tie Co. c)HD/Tension Tie building designer. Allowable loadsformore 10865, 10866, 12/31/2019 2017 d) Heavy Twist Strap than one direction for a single connection 11468, 11470, cannot be added together. A design load 11473, 11496, can be divided into components in the 13326, 13628, directions given muct be evaluated as 13872, 13904, follows: Design uplift/allowable uplift+ 13975, 15363, Design parallel to plate/allowable lateral 15730, 15731, parallel to plate+ Design lateral perp. To 15957, 16230, plate/allowable lateral perp. To plate<1.0. 16937, 17449 Allowable loads have been increased 33% for wind or earthquake loading. No further increase is allowed. Loads shall be reduced when other load duration govern in accordance w/appropriate code See Wood D.ANCHORS Connector Section E. EXTERIOR COOLERS-FREEZERS N/A N/A N/A N/A F. INSULATION FORM SYSTEMS Trus-Joist Prefabricated wood I-joist FL1630.16 or G. ENGINEERED LUMBER Weyerhaeuser laminated veneer lumber N/A FL1630.3 03/31/2021 2017 H. WALL COMPONENTS N/A N/A N/A N/A I. DECK-ROOF N/A N/A N/A N/A 8. NEW&INNOVATIVE BUILDING ENVELOPE PRODUCTS A. N/A N/A N/A N/A B. N/A N/A N/A N/A Page 5 OF 6 PRODUCT APPROVAL SPECIFICATION SHEET The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was approved, 3) the performance characteristics which the product was tested and certified to comply with, 4) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. CONTRACTOR ' r. T/A" ► 'NT SIGNATURE DATE Page 6 OF 6 Report Job: Brooks Addition Manual S Compliance Date: 01,28r2020 6151-1949 Entire House By. David C Brown ConsultAir, LLC Jacksonville,Fl 32224 Phare:(904)402-1463 Web:wwwLoadCaicUatiors.com Project Information For: Brooks Residence,Urban Partners 1565 Selva Marina Dr,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 91.9'F Sensible gain: 9726 Btuh Entering coil DB: 76.2°F Outdoor design WB: 77.4'F Latent gain: 1982 Btuh Entering coil VVB: 63.1'F Indoor design DB: 75.0'F Total gain: 11708 Btuh Indoor RH: 50% Estimated airflow: 573 din Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Amana Model: ASZ140181K+AVPTC29B14B Actual airflow: 573 din Sensible capacity: 14313 Btuh 147%of load Latent capacity: 2446 Btuh 123%of load Total capacity: 16759 Btuh 143%of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 38.1 'F Heat loss: 9376 Btuh Entering coil DB: 69.5'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions 6)404i Equipment type: SpIitASHP Cie40 Manufacturer: Amana Model: ASZ140181K+AVPTC29B14B Actual airflow: 573 dirt Output capacity: 17200 Btuh 183%of load Capacity b n _ 24 °F Supplemental heat required: 0 Btuh Economic balance -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 573 Lfm Output capacity: 1.6 kW 57%of load Temp.rise: 48 'F Meets all requirements of ACCA Manual S. wrightsoft- 2020-Feb-1' 12:56:08 Right-Sute®Unversal201919.0.15RSU15431 Page 1 ACCk ..`Active\Rorrre LeinwFi\Brooks Res Additionnq Calc=MJ8 House Frort faces:W f , Project Summary Job: Brooks Addition 6151-19413 Bate:Entire House 20 By David id C C Brown ConsultAir, LLC Jacksonville,Fl 32224 Phone:(904)402-1463 Web www.LoadCala/atiors.com Pro'ect Information For: Brooks Residence,Urban Partners 1565 Selva Marina Dr,Atlantic Beach,FL 32233 Notes: Specific model numbers listed in these reports have been used for design purposes only and do not represent the actual equipment model numbers that should be installed.The homeowner and installing HVAC contractor should determine the actual equipment match ups to be installed. Desi•n Information Weather: Mayport Ns,FL,US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 54 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8191 Btuh Structure 8017 Btuh Ducts 1185 Btuh Ducts 1708 Btuh Central vent(0(Ain) 0 Btuh Central vent(0 ufnl) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9376 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 9726 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/875 ufin Structure 1601 Btuh Ducts 381 Btuh Central vent(0 din) 0 Btuh Heating Cooling (none) Area(ft2) 805 805 Equipment latent load 1982 Btuh Volume(ft') 7503 7503 Air changes/hour 0.54 0.30 Equipment Total Load (Sen+Lat) 11708 Btuh Equiv.AVF(u1rn) 67 38 Req.total capacity at 0.85 SHR 1.0 ton Heating Equipment Summary Cooling Equipment Summary Make Arnana Make Arnana Trade AMANA Trade AMANA Model ASZ140181K Cond ASZ140181K AHRI ref 202542847 Coil AVPTC29B14B AHRI ref 202542847 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 14620 Btuh Heating output 17200 Btuh©47°F Latent cooling 2580 Btuh Temperature rise 27 'F Total cooling 17200 Btuh Actual air flow 573 ufm Actual air flow 573 dm Air flow factor 0.061 ufinBtuh Air flow factor 0.059 ufnvBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=24'F Backup: Input=2 kW, Output=5384 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrtyhtWf t 2020-Feb-11 12:56:08 • --- - • Right-Sute®Unversal201919.0.15RSU15431 Page 1 ACC .`ActiveilRome LeinnoMerooks Res Additionnq Calc=MJ8 Horse Front faces:W ' Job: Brooks Addition Building Analysis Date: 01/28/2020 61511-1941 Entire House By David C Brown ConsultAir, LLC Jacksonville,Fl 32224 Phone:(904)402-1463 Web:waw..LoadCalalabors.com Pro'ect Information For: Brooks Residence,Urban Partners 1565 Selva Manna Dr,Atlantic Beach, FL 32233 Desi•n Conditions Location: Indoor. Heating Cooling Mayport Ns,FL,US Indoor temperature(°F) 70 75 Elevation: 13 ft • Design TD(°F) 32 17 Latitude: 30'N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gr/Ib) 27.7 54.4 Dry bulb(°F) 38 92 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 77 Shielding/stones 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/875 din Heatin• Component Btuh/ft2 Btuh %of load Walls 2.0 2446 26.1 Ducts Glazing 8.6 1154 12.3 Walls Doors 10.9 219 2.3 Ceilings 0.6 713 7.6 Floors 1.2 1305 13.9 Infiltration 2.0 2353 25.1 Infiltration Ducts 1135 12.6 Piping 0 0 Humidification 0 0 Glazing Ventilation 0 0 Adjustments 0 Doors Total 9376 100.0 Ceilings Floors Coolin• Component Btuh/ft2 Btuh %of load Walls 1.4 1746 18.0 walls Glazing 10.8 1450 14.9 .\ /Internal Gains Doors 3.9 78 0.8 Ceilings 1.1 1217 12.5 Floors 0.6 691 7.1 Infiltration 0.6 704 7.2 Glazing Ducts 1708 17.6 Ventilation 0 0 Ducts Internal gains 2130 21.9 Other Blower 0 0 Adjustments 0 Ceilings Total 9726 100.0 Floors Infiltration Latent Cooling Load= 1982 Btuh Overall U-value=0.071 Btuhift2-'F Data entries checked. wrightsaf't- 2020-Feb-11 12:56:08 ...... ^• .• •• Right-Sute®Uriversal 2019 19 0.15 RSU15431 Page 1 ACCK ..S,4k4liveRome Leirrwoti`Brooks Res Additlonn.p Calc=MJ8 Horse Frort faces:W , AED Assessment Job: Brooks Addition 61511-)413 Babe: 01/28/2020 Entire House By: David id CC Brown ConsultAir, LLC Jadcsorrville,Fl 32224 Phone:(904)402-1463 Web:www.LoadCalalatiors.com Project Information For: Brooks Residence,Urban Partners 1565 Selva Marina Dr,Atlantic Beach,FL 32233 Design Conditions Location: Indoor. Heating Cooling Mayport Ns,FL,US Indoor temperature(°F) 70 75 Elevation: 13 ft Design TD(°F) 32 17 Latitude: 30°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(gr/Ib) 27.7 54.4 Dry bulb(°F) 38 92 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 77 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 2,200— — z.3oo-- -------- --- - 1,800— 1.°"00— 1 400— aa N.„,„,..,.. 3 1,200-- y3 a 1.000--- 800- 600- 400- 200- 0 .000-800-600-400--200-0 1 I i I I i I I 1 1 I I 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour al Day i.am i rap i.cn.v Maximum hourly glazing load exceeds average by 10.7%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh - wrightsoft- 2020-Feb-11 12:5608 Rigl1-Srite®Unversal2019 19.0.15 RSU15431 Page 1 ..WctivelRorrie LeirwoltBrooks Res Addition.np Calc=MJ8 Howe Front faces:W , Load Short Form Dat Brooks Addition gtsLt)4F? Date:Entire House B,� David C Brown ConsultAir, LLC Jacksonville,Fl 32224 Phone:(904)402-1463 Web:www.LoadCalcUalions.com Project Information For: Brooks Residence,Urban Partners 1565 Selva Manna Dr,Atlantic Beach,FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 38 92 Method Blower door Inside db(°F) 70 75 Shielding/stones 3(partial)/1 Design TD(°F) 32 17 Pressure/AVF 50 Pa/875 ulin Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 28 54 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Arnana Trade AMANA Trade AMANA Model ASZ140181K Cond ASZ140181K AHRI ref 202542847 Coil AVPTC29B14B AHRI ref 202542847 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 14620 Btuh Heating output 17200 Btuh @ 47°F Latent cooling 2580 Btuh Temperature rise 27 °F Total cooling 17200 Btuh Actual airflow 573 ufni Actual airflow 573 i,fin Air flow factor 0.061 �fin,Btuh Air flow factor 0.059 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=24'F Backup: Input=2 k'N. Output=5384 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfrn) (Lfm) WIC 109 1516 1027 93 60 Bedroom 315 3472 3278 212 193 WC 26 300 217 18 13 Bath 178 1654 1182 101 70 Laundry Pantry 138 669 1095 41 65 Hall 86 1764 2927 108 172 Garage 259 0 0 0 0 Linen 8 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2020-Feb-1112:56:08 R - - Right-Sute®Unversal 2019 19.0.15 RSU15431 Page 1 _rActive`Rome LainwFi`Brooks Res AddiOonryl Calc=MJ8 House Fror1 faces:W Entire House d 1119 9376 9726 573 573 Other equip loads 0 0 Equip.@ 1.00 RSM •9726 Latent cooling 1982 TOTALS 1119 9376 11708 573 573 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -4- wrightsoft` 2020-Feb-11 12:56:06 fi Riga Sti e®Universal 2019 19.0.15 RSU15431 Page 2 ACC ..`Active\Rorne Leirwo 'brooks Res Additions. Calc=MJ8 House Frail faces:W , Com onent Constructions Job: Brooks Adcition0 P Date: 01/28/2020 65119413Entire House By. David C Brown ConsultAir, LLC Jacksorroille,Fl 32224 Phone:(904)402-1463 Web:www.LoadCalatatiors.com Pro"ect Information For: Brooks Residence,Urban Partners 1565 Selva Marina Dr,Atlantic Beach,FL 32233 Design Conditions Location: Indoor. Heating Cooling Mayport Ns,FL,US Indoor temperature(°F) 70 75 Elevation: 13 ft Design TD(°F) 32 17 Latitude: 30'N Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grub) 27.7 54.4 Dry bulb(°F) 38 92 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 77 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/875 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain if BtuIVR'-'F ft'-'PBtuh BI,rVIF Blth Btt 1t Stun Walls 12C-Osw.Frm wall,wd ext,r-13 cav ins, 1/2"gypsum board int fnsh,2x6" n 354 0.091 13.0 1.94 689 1.58 560 wood frm, 16"o.c.stud e 208 0.091 13.0 2.90 604 2.36 492 s 258 0.091 13.0 2.40 619 1.95 503 w 207 0.091 13.0 0 0 0 0 all 1028 0.091 13.0 1.86 1912 1.51 1555 Partitions 12C-0sw.Frrn wall, 1/2"gyp.bd ext,r-13 cav ins, 1/2"gypsum board int 210 0.091 13.0 2.55 534 0.91 191 fnsh,2"x6"wood frm, 16"o.c.stud Windows U-Factor.27/SHGC.21:U-Factor.27/SHGC .21; 1.5 ft overhang(1 ft n 8 0.270 0 8.61 69 8.92 71 window ht, 1.5 ft sep.);6.67 ft head ht U-Factor.27/SHGC .21:U-Factor.27/SHGC.21; 1.5 ft overhang(3 ft n 12 0.270 0 8.61 103 8.92 107 window ht, 1.5 ft sep.);6.67 ft head ht U-Factor.27/SHGC.21:U-Factor.27/SHGC.21;40%blinds 45°,light; n 6 0.270 0 8.61 52 7.11 43 50%outdoor insect screen; 1.5 ft overhang(3 ft window ht, 1.5 ft sep.); 6.67 ft head ht U-Factor.27/SHGC.21:U-Factor.27/SHGC.21;40%blinds 45°,light; e 15 0.270 0 8.61 129 19.6 293 50%outdoor insect screen; 1.5 ft overhang(5 ft window ht,3 ft sep.);6.67 ft head ht U-Factor.27/SHGC.21:U-Factor.27/SHGC.21;40%blinds 45°,light; e 15 0.270 0 8.61 129 19.6 293 50%outdoor insect screen; 1.5 ft overhang(5 ft window ht,5 ft sep.);6.67 ft head ht 100-v:2 glazing,dr low-e outr,air gas,vnl frm mat,dr innr, 1/2"gap, 1/8" s 15 0.270 0 8.61 129 5.37 80 thk;NFRC rated(SHGC=0.21);50%blinds 45°,light;8 ft overhang(6 ft window ht, 10 ft sep.);6.67 ft head ht U-Factor.27/SHGC.21:U-Factor.27/SHGC.21;8 ft overhang(6 ft s 48 0.270 0 8.61 413 8.92 428 window ht, 10 ft sep.);6.67 ft head ht s 15 0.270 0 8.61 129 8.92 134 all 63 0.270 0 8.61 543 8.92 562 Doors 11 D0:Door:wd sc type n 20 0 390 0 10.9 219 3.90 78 -Ple- wrightsot'[' 2020-Feb-11 12:56:08 Rigit-SUte®Universal 2019 19.0.15 RSU15431 Page 1 ...Wcfie\Rorrie LeirwwoMBrooks Res Addilion.rup Calc=MJ8 House Frort faces:W Ceilings 16B-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins, 1/2" 1119 0.026 38.0 0.64 713 1.09 1217 gypsum board int fnsh Floors 19A-13cvtp:Fir floor,fmi fir, 12"thkns,tile flr fnsh, r-13 cav ins,leaky civil 1119 0.065 13.0 1.17 1305 0.62 691 ovr wrlghtsoft- 2020-Feb-11 12:56:08 RIO-Suite®Universal 2019 19.0.15 RSU15431 Page 2 ..Wctive'Rorne leirwo111Brooks Res AdditionrtQ Calc=MJ8 Horse Frort faces:W . Duct S stem Summary Job: Brooks Addition Y Summary Date: 01128/2020 fiESIA-AR Entire House By. David C Brown ConsultAir, LLC Jacksormlle,Fl 32224 Phone:(904)402-1463 Web:www.LoadCalcUatiors.com Project Information For: Brooks Residence,Urban Partners 1565 Selva Manna Dr,Atlantic Beach,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.15 in H2O 0.15 in H2O Available static pressure 0.35 in H2O 0.35 in H2O Supply/return available pressure 0.180/0.170 in H2O 0.180/0.170 in H2O Lowest friction rate 0.121 in/100ft 0.121 in/100ft Actual air flow 573 uft11 573 din Total effective length(TEL) 289 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (Jun) ((fin) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 1654 101 70 0.128 7.0 Ox 0 VIFx 20.2 120.0 st1 Bedroom h 1736 106 97 0.121 7.0 Ox 0 VIFx 28.9 120.0 st1 Bedroom-A h 1736 106 97 0.135 7.0 Ox 0 VIFx 18.7 115.0 st1 Hall c 2927 108 172 0.190 8.0 Ox 0 VIFx 14.8 80.0 LaudryPanmJ c 1095 41 65 0.218 5.0 Oxo VIFx 7.7 75.0 WC h 300 18 13 0.134 4.0 Ox 0 VIFx 19.3 115.0 st1 wlc h 1516 93 60 0.125 7.0 Ox 0 VIFx 24.2 120.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (ufm) (uuto) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 424 336 0.121 540 12.0 0 x 0 VinIFIx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dill) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rb2 Ox 0 149 237 126.4 0.134 536 9.0 Ox 0 VIFx rt1 rb1 Ox 0 424 336 140.3 0.121 540 12.0 Ox 0 VIFx rtl wrightsoft- 2020-Feb '2 56 25 -. ...- Right-Sute®Unversa1 2019 19.0.15 RSU15431 Page 1 AL `A ...Wctive'Rorne Leinwll\Brooks Res Additiortnq Calc=MJ8 Horse Frort faces:W Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cffn) (cfrn) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 573 573 0.121 536 14.0 0 x 0 ViniFlx Pwrightio}t- 2020-Feb-11 12:56:082 Right-Sulo®Unversa12019 19.0.15 RSU15431 Page2 Active\Ronne LeirwofflBrooks Res Addition Calc=MJ8 House Frort faces:W Static Pressure and Friction Rate Job: Brooks Addition 6151.11AIR Bate: 0 1 28 2 20 BrEntire House By: David C Brown ConsultAir, LLC Jadcsoranlle,FI 32224 Phone:(904)402-1463 Web:•+vww.LoadCalalabons.com Project Information For: Brooks Residence, Urban Partners 1565 Selva Manna Dr,Atlantic Beach,FL 32233 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.02 0.02 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.35 0.35 Total Effective Length Supply Return (ft) (ft) Measured length of run-out 15 19 Measured length of trunk 14 1 Equivalent length of fittings 120 120 Total length 149 140 Total effective length 289 Friction Rate Heating Cooling (i n/100ft) (i n/100ft) Supply Ducts 0.121 OK 0.121 OK Return Ducts 0.121 OK 0.121 OK Fitting Equivalent Length Details Supply 4W=35, 11C=40, 11G=5, 11G=5, 1A=35:TotalEL=120 Return 6M=20, 110=40, 111=10, 11G=5, 11G=5,580:TotalEL=120 - wrightsoft' 2020-Feb-11 12:56:08 Right-Sute®Universal 2019 19.0.15 RSU15431 Page 1 04004, ..'Adive`Rorne LeinywMBrooks Res Addi8on.nq Calc=MJ8 Horse Frort faces:W N _ VIP— First Floor i I _ _ _ 1 . 93 cfrn Entire Ad cation Heat Loads 7" 14'x14"RA Grille I424 cfrn Cooling Heating } , ! 106 cfm y 106 cfrn ! Sensible Latent Total Total 18 cfrn i; AFj � 9726 1982 11708 9376 14" ❑ . ! 1.5 Ton Split Heat Pump 7"i I 1 j 7• I 5kw Electric Strip Heat 12" Bah - 7" H-,-.V II A '--> 8" _-- _ — _ _ _ W I 1 101 cfm I • 172 ckn 12" ill Ret Riser 1 1--- 14" -it,65 cfrn 14" erne4 9 JF I 237 cfrn Existing 12'x12"RA Grille Ga;a ? Job#: Brooks Addition Scale: 1 : 85 Performed by David C Brown for: ConSultAir,LLC Page 1 Brooks Residence RightSuite rsa12019 1565 Selva Manna Dr Jacksonville,Fl 32224 19.0.15 RSU15431 Atlantic Beach,FL 32233 Phone:(904)402-146,3 2020-Feb-11 12:56:27 www.LoadCalculations.com LeRes Add itio nrup Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: Lot: I v�-bw.1�Ac:r. ac.s I VA .JAApt.,.; Jr). Address: (5k6-- LJAMtLkhi -t Unit: City: A i�►q��-r < ac�-� State: -FL Zip: ,522 .5 Duct Leakage Test Results ;criptive Method cfm25(Total) System 1 cfm25 as "substantially leak free" Qn must be less tha System 2 landler unit is installed. If air handler unit is n fm25 lust be less than or equal to 0.03. This testing System 3 requirements in accordance with Section R403 cfm25 Sum of any additional systems cfm25 ormance / ERI Method cfm25(Out or Total) Total of all fo quality using this method, Qn must not be greater than the systems cfm25 proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Qn Leakage Type selected on Form Qn specified on Form R405-2014 Total of all Total Conditioned systems Square Footage R405-2017(Energy Calc)or R406-2017 (Energy Calc)or 406-2017 PASS FAIL - Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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. Testing Company Company Name: Phone: hereby verify that the above duct leakage testing 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: 7 FORMS i TABLE R402B MANDATORY REQUIREMENTS U Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table R402.4.1.1.Recessed lighting:IC-rated as having<2.0 cfm tested to ASTM E 283. Windows and doors:0.3 cfm/sq.ft.(swinging doors:0.5 cfm/sf)when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440. ' Fireplaces:Tight-fitting flue dampers&outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat � R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5)or(7),Florida Air distribution system R403.3.4 Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes.Air handling units are not allowed in attics. ' Water heaters R403.5 Comply with efficiencies in Table C404.2.Hot water pipes insulated to>_R-3 to kitchen outlets,other cases. Circulating systems to have an automatic or accessible manual OFF switch.Heat trap required for vertical pipe risers. Swimming pools&spas R403.10 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency is 82%.Heat pump pool heaters minimum COP is 4.0. • ' Cooling/heating R403.7 Sizing calculation performed&attached.Special occasion cooling or heating capacity requires separate system or equipment variable capacity system. Lighting equipment R404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps. FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) R-57 FORMS TABLE R402A ' BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES I Climate Zone 1 Climate Zone 2 I Windows U-Factor=NR U-Factor=0.402 U-Factor= I SHGC=0.25 SHGC=0.25 SHGC= Skylights U-factor=0.75 U-factor=0.65 U-factor= SHGC=0.30 SHGC=0.30 SHGC= • ' Doors:Exterior door U-factor=NR U-factor=0.402 U-factor= ' Floors: Slab-on-Grade NR NR I Over unconditioned spaces' R-13 R-13 R-Value= Walls':Ext.and Adj. I Frame R-13 R-13 R-Value= Mass Insulation on wall interior R-4 R-6 R-Value= ' Insulation on wall exterior R-3 R-4 R-Value= ' Ceilings' R=30 R=38 R-Value= Air infiltration Blower door test is required on the building envelope to verify leakage<_1 ACH; Total leakage=ACH I test report provided to code official. Test rert attached? ' Yes❑ No❑ I Air distribution system': Air handling unit Not allowed in attic Location: I Duct R-value R-value>_R-8(supply in attics)or>_R-6(all other duct locations) R-Value= Air leakage': Duct test Postconstruction test Total leakage_<4 cfm/100 s.f. Total leakage= cfm/100s.f. I Rough-in test Total leakage<_4 cfm/100 s.f.(air handler installed) Test report Attached? Yes❑ No❑ ' Total leakage<_3 cfm/100 s.f.(air handler not installed) Location: Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space I Air conditioning system: Minimum federal standard required by NAECA6: I Central system<_65,000 Btu/h SEER 14.0 SEER= Room unit or PTAC EER[from Table C403.2.3(3)] EER= ' Other: See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard required by NAECA6: I Heat pump<_65,000 Btu/h HSPF 8.2 HSPF= ' Gas furnace,non-weatherized AFUE 80% AFUE= Oil furnace,non-weatherized AFUE 83% AFUE= I Other: ' Water heating system(storage type): Minimum federal standard required by NAECA6: Electric' 40 gal:EF=0.92 Gallons= I 50 gal:EF=0.90 EF= Gas fired' 40 gal:EF=0.59 Gallons= I 50 gal:EF=0.58 EF= ' Other(describe): NR=No requirement. I (t)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. I (2)For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code,Residential or Section 1609.1.2 of the Florida Building Code, I Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area-weighted average of U-factor and SHGC shall be accepted to meet the requirements,or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections 8402.3.1, I R402.3.2 and R402.3.3. ' (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4)R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" I requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. I (5)Ducts&AHU installed"substantially leak free"per Section R403.3.2.Test required by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. I (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-1 l) of the Commercial Provisions of the Florida Building Code. Energy I Conservation. ' (7)For other electric storage volumes,minimum EF=0.97-(0.00132*volume). (8)For other natural gas storage volumes,minimum EF=0.67-(0.0019*volume). R-56 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) I FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION 1 Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope:Compliance with Section R401.2(1)of the Florida Building Code, Energy Conservation,shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency ' requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code, Energy Conservation. I PROJECT NAME Brooks Residence BUILDER: AND ADDRESS: 1565 Selva Marina Drive,Atlantic Beach, FL 32233 OWNER: PERMITTING OFFICE: JURISDICTION NUMBER:261100 PERMIT NUMBER: I General Instructions: ' 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 2.Complete page 1 based on the"To Be Installed"column information. I 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. ' 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. I 1. New construction,addition,or existing building 1. Addition 2. Single-family detached or multiple-family attached 2. Single Family 3. If multiple-family,number of units covered by this submission 3. NA 4. Is this a worst case?(yes/no) 4. No I 5. Conditioned floor area(sq.ft.) 5. 805 ' 6. Windows,type and area a) U-factor: 6a. .40 b) Solar Heat Gain Coefficient(SHGC) 6b. .25 I c) Area 6c. 63 7. Skylights a) U-factor: 7a. NA I b) Solar Heat Gain Coefficient(SHGC) 7b. NA 8. Floor type,area or perimeter,and insulation: ' a) Slab-on-grade(R-value) 8a. NA b) Wood,raised(R-value) 8b. R13 ' c) Wood,common(R-value) 8c. NA d) Concrete,raised(R-value) 8d. NA e) Concrete,common(R-value) 8e. NA I 9. Wall type and insulation: I a) Exterior: 1. Wood frame(Insulation R-value) gal. R13 2. Masonry(Insulation R-value) 9a2. NA b) Adjacent: 1. Wood frame(Insulation R-value) 9b1. R13 I 2. Masonry(Insulation R-value) 9b2. NA 10. Ceiling type and insulation a) Attic(Insulation R-value) 10a. R38 b) Single assembly(Insulation R-value) 10b. NA ' 11. Air distribution system: a) Duct location,insulation 11a. Attic/R8 b) AHU location 11b. Garage I c) Total duct leakage.Test report attached. 11c. equal to/less 4 cfm/100 s.f. Yes 0 No❑ 12. Cooling system: a)type 12a. Split Air Heat Pump b)efficiency 12b. 14 SEER 13. Heating system: a)type 13a. Split Air Heat Pump b)efficiency 13b. .82 HSPF 14. HVAC sizing calculation:attached 14. Yes 0 No❑ 15. Water heating system: a)type 15a. Conventional Tank-Electric I b)efficiency 15b. .90 I hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form indicate ' in compliance with the Florida Building Code,Energy Conservation. compliance with the Florida Building Code,Energy Conservation.Before PREPARED BY:David C Brown-ConsultAir Ilc Date 02/11/2020 construction is complete,this building will be inspected for compliance in I hereby certify that this building is in compliance with the Florida Building accordance with Section 553.908,F.S. ' Code,Energy Con ervation. CODE OFFICIAL: OWNER/AGENT: Date:i$-05�LQilk, Date: 1 FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) R-55 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: �L 63-1- /L y Community: X-1 JAA14.2i.1A Lot: " Address: 151,5 `vA jble ,Lin - r v� Unit: City: 1T,i -11 L –3State: 'FL Zip: „3.2243,, Duct Leakage Test Results ,criptive Method cfm25(Total) System 1 cfm25 as "substantially leak free" Qn must be less th. SystL�m 2 ;candler unit is installed. If air handler unit is n. cfi"z' lust be less than or equal to 0.03. This testing System 3 requirements in accordance with Section R403 cf m.15 — __ . Sum of any additional systems cfm25 ormance / ERI Method cfm25(Out or Total) Total of all To quality using this method, Qn must not be greater than e systems cfm25 proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Qn Leakage Type selected on Form Qn specified on Form R405-2014 Total of all Total Conditioned systems Square Footage R405-2017(Energy Calc)or R406-2017 (Energy Calc)or 406-2017 r PASS FAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as fined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Flo rtes. Testing Company /Oz. Company Name: Phone: ‘DAL I hereby verify that the above duct leakage testing 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: J FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table R402.4.1.1.Recessed lighting:IC-rated as having S 2.0 cfm tested to ASTM E 283. ' Windows and doors:0.3 cfm/sq.ft.(swinging doors:0.5 cfm/sf)when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440. I Fireplaces:Tight-fitting flue dampers&outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat I R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5)or(7),Florida ' Air distribution system R403.3.4 Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes.Air handling units are not allowed in attics. ' • Water heaters R403.5 Comply with efficiencies in Table C404.2.Hot water pipes insulated to>_R-3 to kitchen outlets,other cases. ' Circulating systems to have an automatic or accessible manual OFF switch.Heat trap required for vertical pipe risers. . , I Swimming pools&spas R403.10 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat ' loss except if 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency is 82%.Heat pump pool heaters minimum COP is 4.0. I Cooling/heating R403.7 Sizing calculation performed&attached.Special occasion cooling or heating capacity requires separate system or ' equipment variable capacity system. Lighting equipment R404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps. FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) R-57 i, FORMS TABLE R402A ' BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES I Climate Zone 1 Climate Zone 2 I Windows U-Factor=NR U-Factor=0.402 U-Factor= I SHGC=0.25 SHGC=0.25 SHGC= Skylights U-factor=0.75 U-factor=0.65 U-factor= I SHGC=0.30 SHGC=0.30 SHGC= I Doors:Exterior door U-factor=NR U-factor=0.40' U-factor= • I Floors: Slab-on-Grade NR NR I Over unconditioned spaces' R-13 R-13 R-Value= Walls`:Ext.and Adj. I Frame R-13 R-13 R-Value= I Mass Insulation on wall interior R-4 R-6 R-Value= I Insulation on wall exterior R-3 R-4 R-Value= I Ceilings' R=30 R=38 R-Value= I Air infiltration Blower door test is required on the building envelope to verify leakage<_1 ACH; Total leakage=ACH test report provided to code official. Test re ort attached? I Yes Ill No❑ I Air distribution systems: Air handling unit Not allowed in attic Location: I Duct R-value R-value>_R-8(supply in attics)or>_R-6(all other duct locations) R-Value= I Air leakages: Duct test Postconstruction test Total leakage<_4 cfm/100 s.f. Total leakage= cfm/10os.f. I Rough-in test Total leakage<_4 cfm/100 s.f.(air handler installed) Test report Attached? Yes❑ No❑ I Total leakage<_3 cfm/100 s.f.(air handler not installed) Location: Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space I Air conditioning system: Minimum federal standard required by NAECA6: Central system<_65,000 Btu/h SEER 14.0 SEER- I Room unit or PTAC EER[from Table C403.2.3(3)] EER= ' Other: See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard required by NAECA6: I Heat pump<_65,000 Btu/h HSPF 8.2 HSPF=- 1 1 Gas furnace,non-weatherized AFUE 80% AFUE= Oil furnace,non-weatherized AFUE 83% AFUE= I Other: ii Water heating system(storage type): Minimum federal standard required by NAECA6: Electric' 40 gal:EF=0.92 Gallons= I 50 gal:EF=0.90 EF= Gas fired' 40 gal:EF=0.59 Gallons= I 50 gal:EF=0.58 EF= I Other(describe): I NR=No requirement. I (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. I (2) For impact rated fenestration complying with Section 8301.2.1.2 of the Florida Building Code,Residential or Section 1609.1.2 of the Florida Building Code, I Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area-weighted average of U-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections 8402.3.1, I R402.3.2 and R402.3.3. I (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4)R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" I requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. I (5) Ducts&AHU installed"substantially leak free"per Section R403.3.2.Test required by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes. The total leakage test is not required for ducts and air I handlers located entirely within the building thermal envelope. I (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, Energy I Conservation. ' (7)For other electric storage volumes,minimum EF=0.97-(0.00132*volume). (8)For other natural gas storage volumes,minimum EF=0.67-(0.0019*volume). • R-56 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) 1 FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION i Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope:Compliance with Section R401.2(1)of the Florida Building Code, Energy Conservation,shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency ' requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME Brooks Residence BUILDER: AND ADDRESS: 1565 Selva Marina Drive,Atlantic Beach, FL 32233 OWNER: PERMITTING OFFICE: JURISDICTION NUMBER:261100 PERMIT NUMBER: I General Instructions: I 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be installed"values must be equal to or more efficient than the required levels. 2.Complete page 1 based on the"To Be Installed"column information. I 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. ' 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. I 1. New construction,addition,or existing building 1. Addition 2. Single-family detached or multiple-family attached 2. Single Family 3. If multiple-family,number of units covered by this submission 3. NA 4. Is this a worst case?(yes/no) 4. No 5. Conditioned floor area(sq.ft.) 5. 80.5 ' 6. Windows,type and area a) U-factor 6a. .40 b) Solar Heat Gain Coefficient(SHGC) 6b. .25 ' c) Area 6c. 63 7. Skylights a) U-factor: 7a. NA b) Solar Heat Gain Coefficient(SHGC) 7b. NA ' 8. Floor type,area or perimeter,and insulation: a) Slab-on-grade(R-value) 8a. NA b) Wood,raised(R-value) 8b. R13 I c) Wood,common(R-value) Sc. NA d) Concrete,raised(R-value) 8d. NA e) Concrete,common(R-value) ge. NA I 9. Wall type and insulation: ' a) Exterior: 1. Wood frame(Insulation R-value) 9a1. R13 2. Masonry(Insulation R-value) 9a2. NA b) Adjacent: 1. Wood frame(Insulation R-value) 9b1. R13 I 2. Masonry(Insulation R-value) 9b2. NA 10. Ceiling type and insulation a) Attic(Insulation R-value) 10a. R38 b) Single assembly(Insulation R-value) 10b. NA ' 11. Air distribution system: a) Duct location,insulation 11 a. Attic/R8 b) AHU location 11 b. Garage ' c) Total duct leakage.Test report attached. 11c. equal to/less 4 cfm/100 s.f. Yes 0 No 0 12. Cooling system: a)type 12a. Split Air Heat Pump b)efficiency 12b. 14 SEER 13. Heating system: a)type 13a. Split Air Heat Pump b)efficiency 13b. .82 HSPF 14. HVAC sizing calculation:attached 14. Yes 0 No❑ 15. Water heating system: a)type 15a. Conventional Tank-Electric I b)efficiency 15b. .90 I hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form indicate I in compliance with the Florida Building Code,Energy Conservation. compliance with the Florida Building Code,Energy Conservation.Before PREPARED BY:David C Brown-ConsultAir lic Date 02/11/2020 construction is complete,this building will be inspected for compliance in I hereby certify that this building is in compliance with the Florida Building accordance with Section 553.908,F.S. ' Code,Energy Colrvatron. CODE OFFICIAL: OWNER/AGENT: (.....� Date:3'4 OW Date: FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) R-55 , VERMEY ARCHITECT AN-1,.. 0 42 S. THIRD ST. 246-1 1 SO JACKSONVILLE BEACH, FLORIDA AR4630 y March 3, 2020 Additions for Brooks Resdence 1565 Selva Marina Drive Atlantic Beach The following is addressing the plan review comments : 1. Method of construction compliance and alteration method added to sht Al 2. Every page reprinted and signed and sealed as directed 3. - 11. from contractor 12. Bathroom with 2'- 8" door noted on floor plan 13. Deck Framing information added sht A5 14. Joist hanger information added shtA9 15. Stair information added sht A5 16. Details corrected sht A5 and A9 17. Detail corrected sht A5 Thank you for your help to resolve this. \Le)1A"A G rard Vermey V404% 1/e ®A), JOB COPY MAP SHOWING BOUNDARY SURVEY OF : \�•(.E \FJOP" LOT 11, BLOCK 3, SELVA MARINA UNIT NO. 2, ACCORDING TO THE MAP OR T EI F RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SURVEY NOTES CERTIFICATION: 1.BASIS OF BEARINGS: FIELD MEASURED BEARINGS AND DISTANCES(FM)REFERS TO -~" I HEREBY CERTIFY TO. THE FLORIDA STATE PLANE GRID SYSTEM,EAST ZONE 901,NAD83,IN U.S.SURVEY FEET. `r' PLAT BEARINGS AND DISTANCES SHOWN THUS(P). ,; THOMAS and KELLY BROOKS, 2.UNDERGROUND UTILITIES AND/OR FOUNDATIONS,OR VERTICALNESS OF WALLS OR FENCES vSW BC MORTGAGE CORP„ SERVING THIS OR ADJACENT PROPERTIES HAVE NOT BEEN LOCATED,SHOWN,OR ") FIRST AMERICAN TITLE INSURANCE COMPANY, DETERMINED. t -^r��' w PONTE VEDRA TITLE,L.L.C.; 3.THERE MAY BE EASEMENT'S&CONDITIONS OF RECORD&NOT PART OF THIS RECORDED W , -; PLAT THAT HAVE NOT BEEN LOCATED OR-SHOWN,WHICH MAY OR MAY NOT AFFECT THE y THAT THE LANDS HEREIN WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND SUBJECT PROPERTY. `I' DIRECTION,THAT THERE ARE NO OBSERVABLE ABOVE GROUND ENCROACHMENTS EXCEPT 4.THIS SURVEY IS TO BE CONSIDERED INVALID IF MAP DOES NOT HAVE SURVEYORS " �`•L AS SHOWN,AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL ORIGINAL SIGNATURE AND SURVEYORS SEAL. w"` ., I •I .. STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND 5.LAST DATE OF FIELD SURVEY IS FEBRUARY 8,2019.LEGAL DESCRIPTION FURNISHED _ ORT, ."- MAPPERS PURSUANT TO CHAPTER 472.027/CHAPTER 51-17.FLORIDA,STATUTES. BY CLIENT AND NO ATTEMPT HAS BEEN MADE TO ABSTRACT THE PUBLIC RECORDS FOR T A t.N w OTHER MATTERS OF TITLE. '• 6.THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE"X"AS DEPICTED ON FEMA FLOOD <, - 0 �O CO+ INSURANCE MAP NO.12031004093,DATED NOVEMBER 2,2018. --1, "'.k_ 30' IORNER MONUMENT NOTE. ,\ — RECOVERED CORNERS ARE 1/2"IRON RODS,NO CAP I.D.,UNLESS OTHERWISE NOTED. Mil MiNi= CENTERLINE P.C.P.'s WERE SEARCHED FOR BUT NOT RECOVERED. 7 _3Q' 5 T R E r 1 6 7 H (p) O,p`' 1 1 NFLORIDA EAST .:014E 901 cn N STATE PLANE COORDINATES N.908.3 61 \ N N: 2183713.0530 iN ( Ol E: 528965.1820 = \ TT• LATITUDE & LONGITUDE WGS 84 ill LATITUDE: N30'20'23.0896" PLONGITUDE: W81'24'11.6377' LOT GRID TO TRUE NORTH CONVERGENCE: \ �O —0'12'13.27" \ A SCALE FACTOR: 0.99996 T) ? \ w �, (PLAT) .. I OT . 9 E 75. (FM) O L \ N LINK rn ( 3 p3+10,"E 175.00' ^ 1 N78 n77 37 34vE P.vc .1 5 \ 1i. 1 Lij C31 C� • N O O. 7J CI) § 11119 ,•• N-0 \_/ ,•6. ,P pad \ 41 CT1 �L T, ��.1 •1 IP "T1 6 LPE1E°RNEM'AY '41: m Z WA x �O��y J L°N N OOP 1 ,. SSI a m 2.3' , oto $L �� rn moo° io ;� 1 inch 5w`� 0 ,6 M9 a� ° 1 - 9'd �'m 51 \ v p-,o -' (s LAI' FENCE x - , °°° CI Ot. 7' (:)- t �� QA/0 \ 11 0 S� tt 1{�T� d 9 .� , (FM) v' �( w j 75 p0 ' (PLAT) 1A - 4 . 577.3734".W 175.00 1,01''IL' b 578 03 1 D 1 1 \ 1 \ 1 SURVEYED BY:CP F.N.NO.219032 PG'S 1-2 DRAWN BY:CEP CHECKED BY:CEP ORIGINAL MAPPING DATE:02/09/2019 ABBREVIATION&SYMBOL LEGEND 00000000000_ A/C=AIR CONDITIONER ON PAD (D)=DEED EQUIPMENT EASEMENT P.0.8.=POINT OF BEGINNING ppp es E 4=' 000 BAL.=BALCONY (P)=PIAT C.E.C.=CLAY ELECTRIC CO-OPERATIVE P.O.C.=POINT OF COMMENCEMENT 0 ®�,p B.O.H.=BUILDING OVERHANG/EAVE (FM)=FIELD MEASURED C.C.U.A.=CLAY COUNTY UTILITY AUTHORITY P.I.=POINT OF INTERSECTION Tip��G®SSB Af(/�6°°°��o FND.=FOUND. MON.=MONUMENT B.M.=BENCH MARK P.R.C.=POINT OF REVERSE CURVE o ° o S.F.N.F.=SEARCHED FOR NOTHING FOUND I.P.=IRON PIPE B.R.L.BUILDING RESTRICTION LINE P.R.M.=PERMANENT REFERENCE MONUMENT •• 4257 • °' a ESM'T.=EASEMENT I.R.=IRON ROD J.W.L=JURISDICTIONAL WETLANDS UNE P.C.P.=PERMANENT CONTROL POINT CONC.=CONCRETE A=DELTA ANGLE T.B.M.=TEMPORARY BENCH MARK P.K.N.=PARKER KALON NAIL I /,� /' • *o COV.=COVERED END.=CHORD U.D.=UNDERDRAIN P.L.S.•PROFESSIONAL LAND SURVEYOR �/ . - o CO.=COUNTY C.B.=CHORD BEARING U.G.=UNDERGROUND T.O.B.=TOP OF BANK ° Q1 D.W.=DRIVEWAY A.ARC LENGTH U.D.E.=UNOBSTRUCTED DRAINAGE EASEMENT B.O.B.=BOTTOM OF BANK liar y. • '� ° 0 1/W=SIDEWALK R=RADIUS U.G.E.•UNDERGROUND ELECTRIC E.O.W.=EDGE OF WATER p A'°° �ao TR.=TRAIL (R)=RADIAL P.P.=POWER POLE M.N.=MAGNETIC NAIL ''''.2,262443;\ � ° p ST.=STATE (N.R.)=NON-RADIAL P.B.=PLAT BOOK M.T.S.=MINIMUM TECHNICAL STANDARDS 00 0000CQR�QP°°��000 C.M.=CONCRETE MONUMENT RMT=RIGHT OF WAY MARGIN PG.=PAGE NGVD29=NATIONAL GEODETIC VERTICAL DATUM 000 oaoo o•°° O c=CENTERLINEU.P.=UTILITY POLE OF 1929 0 � e=BOUNDARY UNE F.F.E.WITNESS INISH FLOOR ELEVATION G.P.S.=GLOBAL POSITIONING SURVEY NAV088=NORTH AMERICAN VERTICAL DATUM 00000 00000000°0000 e=PROPERTY LINE F.P.&L=FLORIDA POWER AND LIGHT G.I.S.=GEOGRAPHIC INFORMATION SYSTEM OF 1988 T.=FLOW LINE J.E.A.=JACKSONVILLE ELECTRIC AUTHORITY LAT.=LATITUDE NORTH 'X'=X-CUT IN CONCRETE '=DEGREE OF ARC 1.E.A.E.=JACKSONVILLE ELECTRIC AUTHORITY CON.=LONGITUDE WEST XFMR=TRANSFORMER ( CHAR1r- `�1�QANGLE EASEMENT RC.C.=POINT T COMPOUND CU0.VE H=HORIZONTAL H . ! V I'.T R ±=MORE OR LESS J.E.A.E.E.=JACKSONVILLE ELECTRIC AUTHORITY P.T.=POINT OF TANGENCY •V=VERTICAL — •, OO,F aft -� 0 M m=n rs° a Toxx°C°uwn"Mau°"x nnlm 'S "+x"u"M •w"u F.B. =FIELD BOOK PROFESSIONAL SURVEYORS AND MA►►l RS/ -0- wwu POLL • , FACE M°xauuT • snow.w.,,.,,,,, Y1 rwE NMRTMEN,,,...rn°x 0,.. B'Iawc.,. F.N. =FIELD NOTES I] 'w^'"' °"ML" • ,aw•COMM AS N°TEx -R R- N WATER r 2465 STOCKTON DRIVE,FLEMING ISLAND,FL 32003 )Y Lunnm, uwa.¢uwE Bl "An"METE" -Es xew°w- •,.,use°TQL{uwxE LIM OFFICE:904-234-5574/cporter•porterlss.com THIS DIGITAL SEAL IS BEING DISPLAYED BY PERMISSION OF CHARLES C.PORTER,PLS.