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1356 Linkside Dr. RESA20-0011 (Revision) 11-3-20_1Revision Request/Correction to Comments l City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-DeptPcoab.us "ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: RESA20-01011 ® Revision to Issued Permit OR El Corrections to Comments Date: 9/1/2020 Project Address: 1356 Linkside Dr. Atlantic Beach, EL Contractor/Contact Name: Will Cronin Contact Phone: 904-566-7993 Email: KandcConstructioninc@gmail.com Description of Proposed Revision / Corrections: Add bathroom to downstairs living area. Enclose porch area on back of house. � A�Z i WJ'd PC Ar — AD0 (1 1 DdC9 Ik 9E-LbCATe, To Rife-ofT OF Dock I Will Cronin affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) * Will proposed revision/corrections add additional square footage to original submittal? O No ❑ Yes (additional s.f. to be added: j • Will proposed revision/corrections add additional increase in building value to original submittal? VNo ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: N/Approved ❑ Denied Revision/Plan Review Comme Department Review Required:. Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) ❑ Not Applicable to Department Permit Fee Due $ W Reviewed By Date Updated 20/17/28 To XWPA 4-� '$A FAF— My• g ALF 9AN f -- - - - _ PTm.,E f ACBE ADD DOOR AND rL lr �- Lt CA 7r D. -N3 i�,) Awimpow a �:e4 C = (RT C7r JR5 L'D /�5 &ZTOF MID 0 NOT XfSTr�fG p+oart �4T1� ICU& -DE A01 5PA-cE OF 6APAOF- . -A &1jr55 -00(;g fn)r: kCfiVaa +] F'O rC-l2 ANP C -J" "rte 43L� PO'-'rZCP ?1) 00c1� £ 6F 54-,3 PT SASE Fr.RT€ I FiRA^ tNtr ?!'I -i" LD1 y" VJAS %,, ZHREADE-0 POP iVgjfy -Z&t " F-0oxie "eVR6 `f EYI(57krJ& SLAS 14.4 SCALE:1"=30' 1356 LINKSIDE DRIVE ATLANTIC BEACH, FL 32233 CURVE TABLE CHORD LEiV'GTH CHORD BEARING LE NGTH RADIUSF FETA C1 39.27' 25.00'°00'00" 35.36' N38°42'OO"E pt]1NT C�>' r,URVA7'.JRi FOUr ND 112" IRON PIPE LfNE TABLE BEARINGLENGTH Li I N83'470"0E 1 4.28' LINKSIDE DRIVE 24' ASPHALT ROADWAY 54' PuGHT-OF-II 0 o 0 N © - -, rn 25.0" 25-0, rn ;a� rn o p_ FENCE l of „ Q 0, Vo 9 FOUND IRON F'.:- AERIAL PHOTOGWH - N -1.8' GUTTER L1 -FOUND��` 14T . > LOT 27 FF NCE 110 14.7 m 'ENcE LOT 28 �1 RE -111 f 4CF- 6 # 1356 SHED 2.r ' %1p, NPIPE 25 7FOUND112" S83° 4Z 00"W\N lROld pfP1< FENCE FENCE LB #120 0,3'S N c LOT 28 ua 0.F. LOT LOT 29 pbm pojNT OF CURVATURE 0 LOT 34 - ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED PHONE. 501.508.6272 THE SEAL APPEARING ON THIS 00CUMENT WAS AO HORVED BY EX, � FAX. 561,508.6309 LB 8111 CLYDE U. MCNEAL NSURVEYING, LLC. PSM 2883 5601 CORPORATE WAY, SUITE 103 WEST PALM BEACH„ FL 33407 ON 512312018 NexgenSurveying.com Budding Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 322.33 - Phone: (904) 247-5820 Email: Building-Dept@coab.us Job Address: 135(o Li n1K 5 i D E t7R. Permit Number: Updated 10/9/I8 *ALL INFORMATION HIGHLIGHTED IN GRAY Is REQUIRED. Legal Description SEL -VA 6LNKSIDE: GtAirr ! -Lo - Z$ RE# 11t 23:;q - 5!q5 Valuation of Work (Replacement Cost) $__", 5- -° 0 Heated/Cooied 5F P7614 Nora- Heated/Cooled 750 • Class of Work: ❑New 19Addition Alteration CRepair ❑Move ❑Demo ❑Pool []Window/Door • Use of existing/proposed structure(s): []Commercial SdResidential\ �(�C}l E � Z 1� L'l� � � t i o r� 1 • If an existing structure, is a fire sprinkler system installed?: ❑Yes XNa • Will trees be removed in association with ro osed p ro'ect? ❑Yes(must submit separate Tree Removal Permit No Describe in detail the type of work to be performed: 4DD iN6. D dWtJ'ST ,RS AtJO OOT TO (3E LIAL6s E"D Florida Product Approval # for multiple products use product approval form Property Owner Information Name A,h1DRF.t) FYI e-CA.1i !Zy Address 13.5 (e L. N 11-5 C G A . city A7 LA 10 +« r c'Ac-N State _Lzip- 7 z 3 Phone �j9y- 57 - ty SS E -Mail MC_ RA+R\,A OPU - Owner or Agent (If Agent, Power of Attorney or Agency letter Required) Contractor Information Name of Company ov;I-J E fes' SeL-r; Office Phone State Certification/Registration # Architect Name & Phone # Engineer's Name & Phone # Workers Compensation Insurer Qualifying Agent City Job Site Contact Number E -Ma State Zip OR Exempt r Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE YOUR NOTICE OF COMMENCEMENT. (Signator f Owner or Agent) (Signature of Contractor) Signed and sworn to (or rmed) before me this ZX day ofZ t. igned and sworn to (or affirmed) before me this '2- L_ day of _Z, l it, a 10 , by _ �1 ii d Y u ) )3'1 L Cy -c. r k l by (Signature of Notary) C2=11 EIS[] son&&V AD ( ersonally Known {iR ervtxs OO L., C I? S1 LL?Luob An f V Personally Known OR (j Produced Identification y}lu 3 d Mey3e, •( Produced Identification Type of Identification: ePuo1a }° aims �Ilgnd f�"10N �, T pe of Identification_ (Signature of Notary) NOTICE OF COMMENCEMENT State of —_ ELO R i' 4 Tax Folio No. County ofL1YA L -- To To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: SCLVA L;m s;,oE T 1 7 2 - Address of property being improved: 135 at IN s io E 0R_T4L4 +c. J96E404 FL- 3 z 2 33 General description of improvements: 4 DPINc,f3rlrlRA4►�`� t,f f Lnr�n1G- A f D aE SM SED Owner: _ _ N�l2 ati� . l'C �-RA it Address: Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: y LF 6 4om o Address: Telephone No.: Fax No: Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's 'Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER 7U Signed: 1Z /_�2� C (?ate: 6 <� Before me this _ da 7 in the County of Duval, State of Florida, has personally appeared l v Ws C v v ti Notary Public at Large, State of Florida, County of Ouval. My commission expires: n Personally Known: EZ0ZnclSfl sat!dxa rte `r TF Produced Identification: lu aP!JQjj 8a aY�S 311gnd I-eilN ,cf Owner Builder Affidavit City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FIs 32233 Phone: (904) 247-5826 Email: Building-Del)t@coah.us "ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 -CONSTRUCTION CONTRACTING" REQUIRES OWNER / BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.105(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING.. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUi1T YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. 11. INJURY LIABILITY; SINCE OWNERS MAYBE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED.. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV, PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED U'N'DER ANY CIRCUMSTANCES, OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5825 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT, V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER -BUILDER PERMIT. Job Address: 13 _6=' 0/d 1UC Pk. f}rLAAJTrc. /�ca�ai P1 3 zz 33 Owner Name: AlgDRCLA) rt Mailing Address: .5+4 M e City: Notarized Signature of Owner Phone Number: 90 q -'S 7 C, ` W VS State: �— 2i .33 The foregoing instrument was acknowledged before met� _day of �, 20?J in the State of Florida, County of t ,. 4 :,,1 Et:NotarY of Florida 32744& Signature of Notary Public Personally Known OR [ ] Produced Identification Type of Identification:. Updated 10124118 d f.; tM' " PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 1356 LINK5,0 Q(�- *Owner/Project blame: Anroc- CRAR Permit #: As required by Florida Statute 553.842 and Florida Administrative Code Rule 98-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # A. EXTERIOR DOORS 1. Swinging MgSOAf+-rE f £xT DooK Fl- Zi..S13. 2. Sliding 3. Sectional 4. Garage Roll -Up 5. Automatic 6. Other B. WINDOWS 1. Single hung - `a VJJVqL cAscrxr-14 �Ad4DJ 33-11. 4- 2. 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning — 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10117/18 Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # C. PANEL WALL 1. Siding meS NARoi F1, 1327-3 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement -adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 ur ICS Ir�>Ltvu III LI IIS UUt_U I I ICI It 1IIU3l UC CypI wvIZ=U VY LI Ic Liu 11%_4IIir, L1avr►.rar. -� *Contractor Dame Print Name): *Contractor Signature: *Company Name r�- *Mailing Address: 1-3_ (v t- Mf-� �,'5 `') k� DMZ *City: T -rLA t4 Ti 6 6IA r -k+ *State: F C *Zip Cade: z l 3 3 *Telephone Number: LIS�t>� �jir �' .� *E-mail Address: -- I �� r� � In DH0OL4 C� R(jr Cell Phone Number: 5A,mt__ Fax Number: Page 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: HARDIEPANEL° (PREVAILTM, CEMPANEL®) SIDING, HARDIFLEX@ SIDING AND HARDITEX° BASEBOARD ICC ICCli� il:C::c"CISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of man NIMAWNAL CODE COUNC11' ICG -LS Lvaizralion Reports are not to be construed as representing aesthetics or any ether attr ihuter not s�CGef ""' specifically addressed nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC: Lvalualion Service, LLC, express or implied, as �WMdr1N?1WM 0 to any f nding or other matter in this report, or as to any product covered by the report. a'ODUV M'MWATMM+ 4u n c'N Copyright ° 2016 1CC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR -1 Reissued November 2015 Revised November 2016 This report is subject to renewal November 2017. www.icc-es.orn I (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo DIVISION: 06 00 DO—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 (909) 356-6300 infoWhresearch usa.cvm www.iameshardie.com A21YAllJ_%CalZli 0%3]=106 HARDIEPANEL& (PREVAIL TM, CEMPANEL'"r) SIDING, HARDIFLEX) SIDING AND HARDITEX ' BASEBOARD 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 Intemational Building Code' (IBC) ■ 2015, 2012, 2009 and 2006 Iritemational Residential Cade (IRC) ■ 2006 International Energy Conservation Code® (IECC) ■ 2013 Abu Dhabi international Building Code (ADIBC)t 'The ADIBC is based on the 2009 IBC, 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: ■ Weather protection ■ Structural ■ Noncombustible (Types I, II, III and IV) construction ■ Fire -resistance -rated construction ■ Thermal resistance 2.0 USES The James Hardie fiber -cement panels described in this report are used as exterior wall coverings. The panels may be used in fire -resistance -rated construction as set forth in Section 4.3 and may be used on exterior wails of Types I, It. III. IV and V construction. 3.0 DESCRIPTION 3.1 General: The panels are single -faced, cellulose fiber–reinforced cementfiber-cement) roducts identified as HardiePanelCD (Prevail' `, Cempanel� panel siding, Hardiflexe panel siding and Harditee Baseboard; and are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior -grade top coat(s). The panels comply with ASTM 01186, Grade II, Type A. They have a nominal density of 83 Ibslft3 (1332 kg/m3); a flame -spread index of 0 or less and a smoke -developed index of 5 or less when tested In accordance with ASTM E84: and are classified as noncombustible when tested in accordance with ASTM E136. Thermal conductance (A) and thermal resistance (R) values for the panels are as shown in Table 2. When tested in accordance with ASTM E96, products with a thickness of 1I4 inch (6.4 mm) and 5i,,; inch (7.5 mm) have permeance values given in Table 3, 3.2 Materials: 3.2.1 HardlePanel (Prevail TM, Cernpanelo) Siding: HardiePanel'-�" PrevailT', Cempanel siding is available with various surface textures including smooth. Nominal product dimensions are noted in Table 1 of this report. 3.2.2 Hardiflex° Siding: Hardiflee siding is available in various textures including smooth. 'Nominal product dimensions are noted in Table 1 of this report. 3.2.3 Harditexo Baseboard: Harditexg' Baseboard is used as a starter strip for exterior applications of walls and soffits. Harditee Baseboard has an untextured finish and is available with either tapered or trough edges on the two long sides for joint treatment or all square edges. Harditex@ Baseboard is supplied either sealed or unsealed for the subsequent application of a primer or sealer by the end user as a component in a direct -applied exterior coating or finish system. Nominal dimensions are noted in Table 1 of this report. 3.3 Fasteners: Fastener type, size and spacing must be as shown in Table 4- 4.0 DESIGN AND INSTALLATION 4.1 Design: The maximum basic wind speeds for positive and negative transverse load resistance are presented in Table 4 - ICC -ES Evaluation Reports are not to be constnred as rep eseni mg aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the mzbject of the report or a recommendation for its use. There is no warranty ay ICC Evaluation Service, LIC, egress or implied, as MIZ to any finding ar other matter in this report, or as to wtv product covered by the report. Iii — Copyright 0 2016 ICC Evaluation Service, L.L.C. All rights reserved. Page 1 of 6 ESR -1844 1 Most Widely Accepted and Trusted Page 2 of 6 4.2 Installation: 4.2.1 General: The manufacturer's published installation instructions and this report must be strictly adhered to and a copy of this report and the instructions must be available on the jobsite during construction. The panels must be installed in accordance with IBC Section 1405.15 and IRC Tables R703.4 and R703.102, and the manufacturer's installation instructions. 4.2.2 HardiePanel® (PrevalITA°, Cempanel) Siding: The panels are applied with the long dimension either parallel or perpendicular to framing. Vertical joints are fastened at abutting sheet edges. Vertical joints must occur over framing or wood furring members except where the panels are installed and fastened to wood structural panel sheathing in accordance with Table 4. The vertical joints must be sealed with caulking covered with battens, or must be designed to comply with IBC Section 1403.2 and IRC Section R703.1 Horizontal joints must be flashed with Z -flashing. Fasteners must be installed with a minimum 31s -inch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Where a specified level of wind resistance is required, the panel siding is attached to framing members, furring members, or wood structural panel sheathing, appropriately spaced, with fastener types, lengths, and spacing described in Table 4. 4.2.3 Hardiflex Siding: The panels are applied with the long dimension either parallel or perpendicular to framing and with all panel edges supported by framing. Fasteners must be installed with a minimum 3/8 -inch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Joints must be fastened at abutting sheet edges. Vertical joints must occur over framing members and must be protected by PVC joint treatment, lumber battens, or sealant. Horizontal joints must be flashed with metal Z -flashing and blocked with solid framing. Where a specified level of wind resistance is required, the panel siding is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing as noted in Table 4. 4.2.4 Harditex Baseboard: The panels are applied with the long dimension either parallel or perpendicular to framing and with all panel edges supported by framing. Vertical and horizontal joints must be sealed with a sealant or bedding compound, including any required joint reinforcing mesh or tape, specified by the coating or finish system manufacturer. Fasteners must be installed with a minimum 3/8 -inch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Where a specified level of wind resistance is required, the baseboard is attached to framing members, appropriately spaced, with fasteners types, lengths, and spacing as noted in Table 4. 4.3 Fire -resistance -rated Assemblies: 4.3.1 Assembly 1 -One-hour Asymmetrical Nonload- bearing: 4.3.1.1 Interior Face: The asymmetrical, nonload- bearing, one-hour fire -resistance -rated wall assembly consists of minimum 35/8 -inch -deep (92 mm), No. 20 gage [0.0359 -inch (0.91 mm)] steel "C" studs spaced at a maximum of 24 inches (610 mm) on center, with corresponding top and bottom tracks. One layer of 5/$ -inch - thick (15.9 mm), Type X gypsum board complying with ASTM C1396, 48 inches (1219 mm) wide, is applied vertically to the interior side of the studs and secured with 11/4 -inch -long (32 mm), Type S, gypsum board screws, spaced 8 inches (203 mm) on center at board edges and 12 inches (305 mm) on center at intermediate framing members. All board joints must be backed by framing members. The 518 -inch -thick (15.9 mm) gypsum board joints and screw heads must be finished in accordance with ASTM C840. 4.3.1.2 Exterior Face: The exterior side of the studs must be covered with one layer of /2 -inch -thick (12.7 mm), Type X, water-resistant gypsum board complying with ASTM C1396, followed by one layer of minimum 1/4 -inch -thick (6.4 mm) HardiePanel® (Prevail TM, Cempanele), or Hardiflex® siding or Harditex Baseboard. The Type X gypsum boards must be applied vertically to framing members with vertical edges staggered 24 inches (610 mm). The 1/2 -inch -thick (12.7 mm), Type X gypsum board must be fastened to the framing members with 11/4 -inch -long (32 mm), Type S, gypsum board screws spaced 24 inches (610 mm) on center. All gypsum board joints must be backed by framing members. HardiePanel® (PrevailTM, Cempanell), or Hardiflex siding and Harditex' Baseboards, must be fastened through the gypsum board to the framing members with minimum 1 /a -inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD self -drilling, corrosion -resistant, ribbed buglehead or ribbed waferhead screws located a maximum of 8 inches 203 mm) on center. HardiePanel® (PrevailTM Cempanel ), Hardiflex® siding and Harditex Baseboard joints require treatment similar to that described in Sections 4.2.2, 4.2.3 and 3.2.3, respectively. 4.3.2 Assembly 2 -One-hour Nonload-bearing: The nonload-bearing, one-hour, fire -resistance -rated wall assembly consists of minimum 35/8 -inch -deep (92 mm), No. 20 gage [0.0359 inch (0.91 mm)], steel "C" studs spaced at a maximum of 24 inches (610 mm) on center, with corresponding top and bottom tracks. Both sides of the wall must be covered with one layer of 1/2 -inch -thick (12.7 mm), Type X gypsum board (interior side)/gypsum sheathing (exterior side) complyiny with ASTM C1396, followed by one layer of minimum /4 -inch -thick (6.4 mm) HardiePanel® (Prevail TM, Cempanell), or Hardiflex siding, or Harditex Baseboard. The panels must be applied either perpendicular (horizontally) or parallel (vertically) to framing members. All board joints must be backed by framing. Base layer and face layer board joints of both wall sides must be offset by 24 inches (610 mm). The 1/2 -inch - thick (12.7 mm), Type X gypsum board/sheathing must be fastened to the framing members with minimum 1 -inch - long (25.4 mm), Type S, gypsum board screws spaced a maximum of 24 inches (610 mm) on center. The panels must be fastened through the gypsum board to the framing members with minimum 15/$ -inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD self -drilling, corrosion - resistant, ribbed, buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. Panel joints and fasteners require treatment similar to that described in Section 4.2.2, 4.2.3 or 4.2.4, of this report. 5.0 CONDITIONS OF USE The HardiePanel® (PrevailTM, Cempanele) and Hardiflex panel sidings, and Harditex baseboard products, described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The panels must be installed in accordance with the applicable code, this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's instructions, this report governs. ESR -1844 I Most Widely Accepted and Trusted Page 3 of 6 5.2 Design wind loads applied to the siding panels must be determined in accordance with the applicable code and must be equal to, or less than, the allowable loads shown in Table 4. 5.3 Use of the products listed in this report as a lateral - force -resisting element of a shear wall that resists wind or seismic forces is beyond the scope of this report. Walls must be braced by other means as required by the applicable code. 5.4 The exterior plank and panel products installed on exterior walls must be installed over a weather - resistive barrier in accordance with applicable codes. In jurisdictions adopting the 2015 and 2012 IBC, vertical and lateral flame propagation IBC Section 1403.5, exterior walls on buildings of Type I, II, III or IV construction that are greater than 40 feet (12 192 mm) in height above grade plane and that contain a combustible water -resistive barrier must be shown to comply with NFPA 285. 5.5 Flashing must be installed at all penetrations and terminations in accordance with the applicable code and the manufacturer's instructions. 5.6 The products are manufactured at the following locations under a quality -control program with inspections by ICC -ES: • Cleburne, Texas • Plant City, Florida • Tacoma, Washington • Waxahachie, Texas • Peru, Illinois • Pulaski, Virginia • Sparks, Nevada • Fontana, California 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012 (revised September 2015). 7.0 IDENTIFICATION For field identification, James Hardie Building Products Inc., HardiePanel® (PrevailTM Cempanele) and Hardiflex" panel sidings, and Harditex� baseboards, must bear a label with the manufacturer's name and telephone number, the product name, and the evaluation report number (ESR -1844). TABLE 1—STANDARD NOMINAL PANEL DIMENSIONS''' PRODUCT WIDTH (inches) LENGTH (feet) THICKNESSES (inch) HardiePanel siding 48 8, 9 & 10 !, & 5/16 Cempanel® siding 48 8, 9, 10, 12 5/16 Prevail"" siding 48 8, 10, & 12 5/16 Hardiflex® panel 48 8,9 & 10 '!4 & 5/16 Harditee baseboard 48 8, 9 & 10 1/4 & 5/16 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2—"K" and ")?'VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS3 CONDUCTANCE' RESISTANCE' CONDUCTANCE RESISTANCE (inch) Kell = Btu/hr-ft?? °F R = 1/Kell (Keff) (R) 1/4 1.95 0.51 7.80 0.13 5/15 2.07 0.48 16.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-ft` °F = 5.678 W/mZ-K. 'Based on 1 inch of panel thickness. ZActual value for panel thickness shown. TABLE 3—PERMEANCE VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THICKNESS' (inch) PERMEANCE (perms) 1/4 1.75 5/16 1.54 For SI: 1 inch = 25.4 mm, 1 perm = 57 mg/(s-m`-Pa). ESR -1844 I Most Vlidely Accepted and Trusted Page 4 of 6 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)2 2012 IRC, 2009 IBC/IRC, 2012 IBC, 2015 IBC/IRC 2006 IBCIIRC (Ultimate Design Wind (Basic Wind Speed, Speed, Vui,6,I) Vasd Ae) EXPOSURE EXPOSURE CATEGORY CATEGORY Minimum Stud Building Product Product Fastener Fastener Frame Type Spacing Height B C D B C D Thickness Type Spacing (in.) (in.) (ft.) (in.) 20 105 136 Hardiflex® 4d common, 8 2 x 4 wood3 16 40 95 123 HardiePanel TM 1'/ -in long 60 85 110 Hardiflex® /4 4d common, 8 2 x 4 wood' 24 20 85 110 HardiePanelTM 1'/ -in long 20 137 116 177 150 Hardiflex® / 6d common, 6 2 x 4 wood' 16 40 137 105 177 136 HardiePanel T"' 2 in. long 60 137 105 177 136 No. 11 ga. x 20 126 95 163 123 Hardiflex® '14 1'/4 -in. long 6 2 x 4 wood 16 HardiePanelTM galvanized 40 121 95 156 123 roofing nail Hardiflex® No. 11 ga. x 20 95 - 123 - HardielPanejTM , /4 1'/-in.long 6 2 x 4 wood 24 Harditex® galvanized 40 95 - 123 - roofin nail No. 11 ga. x 20 137 105 177 136 Hardiflex® 1'/4 -in. long 4 edge, 3 TM HardiePanelTM /4 galvanized 12 field 2 x 4 wood 16 40 137 105 177 136 Harditex® roofingnail 60 126 95 163 123 0.091 -in. 20 112 98 90 145 127 116 shank x Hardiflex® 5 i6 .225 -in HD x 4 edge, 2 x 4 wood` 16 40 107 92 85 138 119 110 HardiePanelTh1 1'/ -in. long 8 field ring shank 60 101 88 130 114 - nail Hardiflex® 5/ 6 4d common, 8 2 x 4 wood' 16 40 126 95 163 123 HardiePanel T" 1'/ -in long Hardiflex® 5 /16 4d common,3 8 2 x 4 wood 24 20 105 - 136 - HardiePanelTM 1% -in long 40 95 123 0-15 181 164 149 234 212 192 Hardiflex®5 6d common, 3 20 181 159 146 234 205 188 HardiePanel T"^ I16 2 in. Ion 9 4 2 x 4 wood 16 40 174 146 137 225 191 177 60 164 142 132 212 183 170 0-15 141 128 116 182 165 150 Hardiflex®5 6d common, 3 20 141 124 113 182 160 146 HardiePanelTM I16 2 in. long 4 2 x 4 wood 24 40 135 116 107 174 150 138 60 128 111 103 165 143 133 0-15 144 130 118 186 168 152 Hardiflex®5 6d common, 3 20 144 127 116 186 164 150 HardiePanelTM I16 2 in. Ion 9 6 2 x 4 wood 16 40 138 118 109 178 152 141 60 130 113 105 168 146 136 0-15 114 103 94 147 133 121 Hardiflex® 5 /16 6d common,3 6 2 x 4 wood 24 20 114 101 92 147 130 119 HardiePanel T"" 2 in. long 40 109 94 86 141 121 111 60 103 90 133 116 - ESR -1844 I Most Widely Accepted and Trusted Page 6 of 6 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)2 (Continued) For SI: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1 Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 2 Installation must be in accordance with Section 4.2 of this report. 3 Values are for species of wood having a specific gravity of 0.42 or greater. 4 Vlaues are for species of wood having a specific gravity of 0.36 or greater. e Vasd = nominal design wind speed. 6 Vult = 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. e 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V„ it 0.6 2012 IRC, 2009 IBC/IRC, 2012 IBC, 2015 IBC/IRC 2006 IBC/IRC (Ultimate Design Wind (Basic Wind BSpeed, Speed, Va1t6,7) vasd EXPOSURE EXPOSURE CATEGORY CATEGORY Minimum Stud Building Product Product Fastener Fastener Frame Type Spacing Height B C D B C D Thickness Type Spacing (in.) (in.) (ft.) (in.) HardiflexS 6 /16 6d common, 6 edge, 2 x 4 wood 3 16 40 137 105 177 136 HardiePanelT"' 2 in. long 12 field 60 126 100 163 129 0.091 -in. 20 126 95 163 123 shank x Hardiflex5 6/16 .225 -in HD x 3 edge, 2 x 4 wood 16 40 110 90 142 116 HardiePanelTM 1'/2 -in. long 8 field ring shank 60 100 85 129 110 - nail 0-15 150 136 123 194 176 159 No. 8 X 1- Attached to 5/8 in. long 6" OC 7/16" wood 7/16" 5/16 X 0.375 in. vertically / structural WSP 20 150 132 120 194 170 155 HardiePaneITM HD ribbed 12" OC panel attached waferhead horizontally sheathing per code 40 143 123 113 185 159 146 screw only 60 136 118 109 176 152 141 Min. No. 8 x Min. No. 20 20 137 105 - 177 136 - 1 -in. long x ga. //33 mil) 40 126 105 163 136 Hardiflex® ,/ 0.323 -in. HD 6 3 X 3 / in. x 16 HardiePanelTm ribbed 1 /8 . metal bu lehead 9 C -stud 60 116 95 150 123 screw Min. No. 8 x 1 -in. long x Min. No. 20 20 105 85 136 110 Hardiflex5 0.323 -in. HD ga. 33 mil) HardiePanelT 1/4 ribbed 6 X 3 /. in. x 1 /8 metal 24 buglehead 40 95 - 123 - C- s tud screw & F 0.1 .1 0 -in. 15 153 139 127 198 179 164 knurled Min. No. 20 shank x 1'/:- ga. rr33 mil) 20 153 135 124 198 174 160 Hardiflex5 e /16 in. long x 4 edge, 5 X 3 /8 in. x 16 HardiePanell 0.25 -in. HD 8 field 13/a in. metal 40 147 126 116 190 163 150 pin fastener C -stud (AKN100- 60 139 121 112 179 156 145 0150NA .1 0 -in. & F 0.1 15 118 107 98 152 138 127 knurled Min. No. 20 shank x 1'/z- ga. �33 mil) 20 118 104 95 152 134 123 Hardiflex5 s/ib in. long x 4 edge, X 3 /8 in. x 24 HardiePaneITM 0.25 -in. HD 8 field 13/8 in. metal 40 114 97 90 147 125 116 pin fastener C -stud (AKN100- 60 107 93 87 138 120 112 0150NA For SI: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1 Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 2 Installation must be in accordance with Section 4.2 of this report. 3 Values are for species of wood having a specific gravity of 0.42 or greater. 4 Vlaues are for species of wood having a specific gravity of 0.36 or greater. e Vasd = nominal design wind speed. 6 Vult = 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. e 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd = V„ it 0.6 ESR -1844 1 Most Widely Accepted and Trusted Page 6 of 6 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)2 (Continued) For SI: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1 Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kn = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2 Installation must be in accordance with Section 4.2 of this report. 3 Values are for species of wood having a specific gravity of 0.42 or greater. 4 Values are for species of wood having a specific gravity of 0.36 or greater. 5 V -d = nominal design wind speed. 6 V„it= ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2012 IBC Section 1609.3.1, Eqn. 16-33, ' -d = Vu1t 0.6. 9 Furring attachment to structural members (framing) or alternative furring width shall be designed by the project engineer. 10' Wood furring shall be preservative treated per AWPA.11. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS, or wood structural panel, conforming to DOC PS -1 or DOC PS -2 or APA PRP -108. 2012 IRC, 2009 IBC/IRC, 2012 IBC, 2015 IBC/IRC 2006 IBC/IRC (Ultimate Design Wind (Basic Wind Speed, Speed, V„it ' 7) V -d1,5,8 ) EXPOSURE EXPOSURE CATEGOR I CATEGORY Minimum Product Fastener Fastener Furring Building Product Thickness Type Spacing Frame Type Spacing Height B C D B C D (in.) (in.) (in.) (ft.) No. 8 X 1.25"2X4 wood or 20 15 149 135 123 193 175 159 long X 6" O.C. into ga. (33 mil) steel framing, 3/4' thick 20 149 132 120 193 170 155 HardiePanel® 5/16 0.323" HD ribbed bugle furring by 3.5" wide 16 40 143 122 113 185 158 146 head screws only wood furring 60 135 117 109 175 152 141 No. 8 X 2X4 wood or 20 0-15 135 122 111 174 158 144 1.25"long X 8 O.C. into ga. mil) steel framining, /4' thick 20 135 119 109 174 154 140 HardiePanel® 5/16 0.323" HD furring by 3.5" wide 16 40 129 111 102 167 143 132 ribbed bugle only wood furring head screws 9,10,11 60 122 106 99 158 137 127 No. 8 X 1.25"2X4 wood or 20 0-15 127 115 105 164 149 135 long X 10" O.C. ga. (33 mil) steel 20 127 112 102 164 145 132 HardiePanel® 5/16 0.323" HD into framing, 3/4" 16 ribbed bugle furring thick by 3.5" 40 122 104 96 157 134 124 head screws only wide wood furring 9'10'71 60 115 100 93 149 129 120 No. 8 X 1.25"2X4 wood or 20 0-15 121 110 100 157 142 129 long X 12" O.C. into ga. (33 mil) steel framing, s/4' thick 20 121 107 98 157 138 126 HardiePanel® 5/16 0.323" HD furring by 3.5" wide 16 40 116 100 92 150 128 119 ribbed bugle only wood fuming head screws 9,10,11 60 110 95 89 142 123 114 No. 8 X 1.25" 2X4 wood or 20 0-15 107 97 88 138 125 114 long X 8" O.C. into ga. ( mil) steel framing, /4 thick 20 107 94 86 138 122 111 HardiePanel® 5/16 0.323" HD furring by 3.5" wide 24 40 103 88 81 133 113 105 ribbed bugle only wood fuming head screws x10,11 60 97 84 78 125 109 101 0.090" shank2X4 wood or 20 0-15 143 130 118 185 168 152 X 0.215" HD 6" O.C. ga. (33 mil) steel 3/4" 20 143 126 115 185 163 149 HardiePanel® 5/16 x 1.5" long into framing, thick 16 ring shank furring by 3.5" wide 40 137 117 108 177 151 140 nail only wood fuming 9,10,11 60 130 113 105 168 145 135 For SI: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1 Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kn = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2 Installation must be in accordance with Section 4.2 of this report. 3 Values are for species of wood having a specific gravity of 0.42 or greater. 4 Values are for species of wood having a specific gravity of 0.36 or greater. 5 V -d = nominal design wind speed. 6 V„it= ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2012 IBC Section 1609.3.1, Eqn. 16-33, ' -d = Vu1t 0.6. 9 Furring attachment to structural members (framing) or alternative furring width shall be designed by the project engineer. 10' Wood furring shall be preservative treated per AWPA.11. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS, or wood structural panel, conforming to DOC PS -1 or DOC PS -2 or APA PRP -108. ICC -ES Evaluation Report ESR -1844 CBC and CRC Supplement Reissued November 2015 Revised November 2016 This report is subject to renewal November 2117. www.ice-es.org I (800) 423-6587 1 (562) 699-0543 R Subsidiary of the intemational 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 Panels REPORT HOLDER:. JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (909) 356-6300 www.iameshardie.com infv(&jh research usa.com EVALUATION SUBJECT: HARDIEPANEL' (PREVAILT1, CEMPANEL�) SIDING, HARDIFLEX@' SIDING AND HARDITEX' BASEBOARD 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HardiePanell& (PrevailTt.1, Cempanel�) siding, HardiFlee siding and Harditex8 baseboard, recognized in ICC -ES master evaluation report ESR -1844, have also been evaluated for compliance with the codes noted below - Applicable code editions. ■ 2016 California Building Code' (CBC) ■ 2416 California Residential Code {CRC F�+=•I•7�L•7���3C•1i�� 2.1 CBC: The HardiePanelC (Prevail TM, Cempanel�) siding, HardiFlee siding and Harditex� baseboard, described in Sections 2-0 through 7.0 of the master evaluation report ESR -1844, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 International Building Code (1130) 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 ResponsibilitX+ Areas or any Wildland–Urban Interface Area requires installation in accordance with the 2415 International Building Code` (IBC) provisions of the master report and the additional requirements of CBC Sections 701A.3, 744A.3, 707A.3 as applicable, 2.2 CRC: The HardiePanel`&' (PrevailTM, Cempanel) siding, HardiFlex° siding and Harditex' baseboard, described in Sections 2-0 through 7-0 of the master evaluation report ESR -1844, cornXly 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 Wildiand–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 8337.7 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 November 2t}15 and revised November 2416. ICC -FS Fvoluation Reports are not to he consrnred os representing oes1hehes or.aneti other uttrihules not speciicafhaddressed,, nor are thoy to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no wan-anty by ICC Evaluation Service. LLC, express or implied, as to arty ftarding or other matter in this report, or as to a ay product covered by the report- Copyright 0 2016 ICC Eva] uation Service, LLC. All rights reserved. Page 1 of 1 FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION 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 tt4u;' Tor 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 8405 of the Florida Building Code, Energy Conservation. PROJECT NAME LiN ✓S st prx BUILDER: AND ADDRESS: 13,56 LINKSiOE 012, ATLANMI- 3GAC4 FL OWNER:f A� DRtW rn�.c'aArcPERMITTING OFFICE:y JURISDICTION NUMBER: j PERMIT NUMBER: [i F --AZO s 0011 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 i based on the "To Be Installed" column information. 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 1. New construction, addition, or existing building 1. E X I -, T I :S v 2. Single-family detached or multiple -family attached 2. SE 3. If multiple -family, number of units covered by this submission 3. 4. Is this a worst case? (yestno) 4, �/ES 5. Conditioned floor area (sq. ft.) 5. 3 6. Windows, type and area a) U -factor: Be. • Li 3� ' M�{ b) Solar Heat Gain Coefficient (SHGC) fib. 3 c) Area 6c. 7 _44 fineMa 1) - 7. Skylights r a) U -factor: 7a, b) Solar Heat Gain Coefficient (SHGC) 7b. 8. Floor type, area or perimeter, and insulation: a) Stab -on -grade (Rvalue) 8a. g b) Wood, raised (R -value) 8b. c) Wood, common (R -value) Be. d) Concrete, raised (R -value) 8d, e) Concrete, common (R -value) ge. 9. Wall type and insulation: a) Exterior: 1. Wood frame (insulation R -value) gal. l 3 2. Masonry (Insulation R -value) 9a2. b) Adjacent: 1. Wood frame (Insulation R -value) 9bl. 2. Masonry (Insulation R -value) 9b2. 10. Ceiling type and insulation a) Attic (insulation R -value) 10a. b) Single assembly (insulation R -value) 10b. 11. Air distribution system: a) Duct location, insulation lla. b) AHU location iib. c) Total duct leakage. Test report attached. 1 ic. efmll00 s.f. Yes ❑ No 12 12. Cooling system: a) type 12a. WtJ4 ))o jtij_(LJ,4 t: " b) efficiency 12b. 13. Heating system: a) type 13a. 14 f A b) efficiency 13b. 14. HVAC sizing calculation: attached 14. Yes ❑ No Lr 15. Water heating system: a) type 15a. b) efficiency 15b. I hereby certify that the pians and specifications covered by this form are Review of plans and specifications covered by this form indicate in compliance with the Fl a Building Code, Energy Conservation. compliance with the Florida Building Code, Energy Conservation. Before PREPARED BY: LGe 2V� Date'Z5- b2 $ 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 Conservation.CODE OFFICIAL: OWNERIAGENT: P. P &,4a it Date. 2 3�-ZO20 Date: FLORIDA BUILDING CODE - ENERGY CONSERVATION, 6th EDITION (2017) R-55 I FORMS TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows U -Factor = NR U -Factor = 0.402 U -Factor = 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 = 0.403 U -factor= Floors: Stab -on -Grade NR NR Over unconditioned spaces' R-13 R-13 R -Value = Wails': Ext. and Adj. 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 test report provided to code official. Test reort attached? Yes 5 No 0 Air distribution systems: Air handling unit Not allowed in attic Duct R -value R -value >_ R-8 (supply in attics) or >_ -6 (all other duct locations) Location: Location: R -VR = Air leakages: Duct test Postconstruction test Total leakage <_ 4 cfm/100 s.f. Rough -in test Total leakage < 4 cfm/100 s.f. (air handler installed) Total leakage = efm/10 0s.f. Test report Attached? Yes ❑ 0s ❑ Total leakage <_3 cfm/100 s.f. (air handler not installed) Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Location: Air conditioning system: Minimum federal standard required by NAECA6: Central system _< 65,000 Btu/h SEER 14.0 Room unit or PTAC EER [from Table 0403.2.3(3)] SEER = Other: See Tables C403.2.3(1)-(11) EER = Heating system: Minimum federal standard required by NAECA6: Heat pump S 65,000 Btu/h HSPF 8.2 HSPF = Gas furnace, non -weatherized AFUE 80% AFUE = Oil furnace, non -weatherized AFUE 83% AFUE= Other: Water heating system (storage type): Minimum federal standard required by NAECA6: Electrie 40 gal: EF = 0.92 Gallons = 50 gal: EF = 0.90 EF = Gas fired' 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Other (describe): NR = No requirement. (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. (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, Building, the maximum 17 -factor shall be 0.65 in Climate Zone 2. An area -weighted average of 17 -factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U -factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3) One side -hinged opaque door assembly up to 24 square feet is exempted from this 17 -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" 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. (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. (6) Minimum efficiencies are those set by the National Appliance Energy Contsen ation 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, Entergy Consen,ation. (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) FORMS TABLE R4028 MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage 6402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table 8402.4.1.1. Recessed fighting: 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. 21A440. 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 8403.3.2 by either individuals as defined in Section 553.993(5)or (7), Florida Air distribution system 6403.3.4 Statutes, or individuals licensed as set forth in Section 489.105(3) (f), (g) or (f), Florida Statutes. Air ha dl ng units handling are not allowed in attics. Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to 2 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 pods 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 I At least 75% of permanently installed lighting fixtures shall be high -efficacy lamps. FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) R-57