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56 17th St RES19-0301 Int Remodel and Siding , ` "''ft RESIDENTIAL PERMIT PERMIT NUMBER . CITY OF ATLANTIC BEACH RES19-0301 ISSUED: 11/1/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 4/29/2020 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: 56 17TH ST RESIDENTIAL ALTERATION INTERIOR REMODEL AND $30000.00 RESIDENTIAL SIDING TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169587 0000 OCEAN GROVE UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: PHILLIPS BUILDERS LLC 1250 SELVA MARINA CIR ATLANTIC BEACH FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: ROGERS KIM 56 17TH ST ATLANTIC BEACH FL 32233-5810 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. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $205.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.58 TOTAL: $366.44 Issued Date: 11/1/2019 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0301 t....„1:_i__._ '� ISSUED: 11/1/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 4/29/2020 Issued Date: 11/1/2019 2 of 2 s 4!..g,9)-7,, City of Atlantic Beach APPLICATION NUMBER ' Building Department (To be assisned by the Building Department.) ' 800 Seminole Road �-c ` ��O I ;� �,- Atlantic Beach, Florida 32233-5445 ES J ...r; Phone(904)247-5826 • Fax(904)247-5845 30 �r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 5 I S4— Department review required Yes No (� uilding Applicant: I k 1, L(- S IU( � Ctec nning &Zoning PTree Administrator Project: K,(, er y- R.einoclel 1 Public Works -a, ' Public Utilities (In l /-1 Public Safety Fire Services Review fee $ Dept Signature Review or Receipt r Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection ' A Florida Dept. of Transportation \) )16 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 la ""3-1 .7 Reviewed by: Date:! TREE ADMIN. Second Review: I 'Approved as revised. ❑Denie . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. F 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ._ y ,,J . /J ; �� •\S J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,, ATLANTIC BEACH, FL 32233 (904) 247-5800 0131 `" BUILDING REVIEW COMMENTS Date: 10/3/2019 Permit#: RES19-0301 ' Site Address: 56 17TH ST Review Status: Denied RE#: 169587 0000 Applicant: PHILLIPS BUILDERS LLC Property Owner: ROGERS KIM Email: phillipsbuilders@comcast.net Email: Phone: 9043492999 Phone: 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. Please provide a more descriptive narrative of what will be involved in the remodeling of the bath and kitchen. Will walls be added or moved? Will plumbing fixtures be relocated? Will electric or gas be affected in the kitchen? 2. If floor layout is changing from the remodeling process please submit existing floor plans and proposed floor plans, to include their dimensions, door swing changes, etc. 3. Submit the Product Approval Number for the James Hardie Building Products for the siding. 4. Submit 2 copies of the Evaluation Report for that James Hardie siding FL#. 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 Er-ria ; LecJ PeviePtni 3 lC)— 3 _ i9 f 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. ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON •.1~SA 6�?\ HIGHLIGHTED IN j'` City of Atlantic Beach Building Department GRAY IS REQUIRED. 151 • 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I26� 11 —030 1 ❑ Revision to Issued Permit OR EiCorrections to Comments Date: /CV//LI/ /9 Project Address: 32.c '1TH 7r 322.3 3 f •4e, Contractor/Contact Name: p N► II t PS -v i l p ERS Contact Phone: cloy — 34-/1 -2.141"1 Email: 1 4i II i P5 F3ul I Dt- 2.5 @ coM-C/t4.1-, tsar Description of Proposed Revision/Corrections: proDuc-t- iskyrrova l coy' 5i D ►N, / floor- L-A1 Q .,^c- .S Ithr-c- C.4-IAN 5iti I Rp E 12c Sc5l l affirm the revision/correction to comments i i IEi I r ch n es. (printed name) • Will proposed revision/corrections add additional square footage to original submittal?OCT 1 5 2019 KNo ❑ Yes (additional s.f.to be added: ) Building Department • Will proposed revision/corrections add additional increase in building value t J it Atimititid Beach, FL No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) IV Approved ❑ Denied ❑ Not Applicable to Department Permit(ee Due$ ✓,0 Revision/Plan Review Comments D ent Review Required: Building I ild P anning&Zoning Reviewed By Tree Administrator Public Works Public Utilities /0— cP / 9O1 Public Safety Date Fire Services Updated 10/17/18 J Building Permit Application Updated 10/9/18 _. City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ''"•-ciai� IS REQUIRED. Phone: (904) 247-5826c -- Email: Building-Dept@coab.us Job Address: 5 L 1 0-J` ' A:). 6• f`" I/, 3 Z44g'R Permit Number: R -- QS ( l — 030 ( Legal Description LOT 5 $LKS RE# f v9 5-81 000 0 Valuation of Work(Replacement Cost)$ '3(r)/ pd 0 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration DRepair C}polove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial [fitesidential Z • If an existing structure, is a fire sprinkler system installed?: ❑Yes I�'No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: • K C1-,E N 2 ot7-)Et— $ik`A' RF.r�N'Et-- i:. X4- . NA ;�a olE S; Ne, Florida Product Approval# for multiple products use product approval form Property Owner Information Name J-1/4 l2 0x,E.(�1 Address T. (. 11 µ Sr. City A r3 , State 1�--L-. Zip 3 2_t 3 Phone E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information ( 1 Name of C m any t'" l t.L1 S (3U'+t�.� / -- Qualifying AAent *�is+ ,Ut)1 Address 1'1 2 OC(Z 1 J t3 f go . City A .f_'S , State Zip 3 2233 Office Phone Qo4- 34 q. - Z.9C\`\ Job Site Contact Number • 4 -4 -0 • • • 6 State Certification/Registration# e6C, 12.c7 g 1"1- E-Mail PI4-tL&14S 1;) ' cf;S ' - -c72 NY.7'. Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer f( OR Exempt 0 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 LEN R OR A ORNEY BEFORE RECORD, G yOUfI/NnTl ��OF COMMENCEMENT. ,e, h / �ignattuureefof Owner ent) (S. nature of Contractor) Signed and sworn to(or affirmed)before me this 021 day of Signed am)sworn to(or affirmed)before me this). ( day of C +' , aDI q , by 2 &ieki'1 0`1( O t CI , by ‘ 111'f °h t ' • . . . • ti7 ature of Notary) TANGELAJEUDY --/4.1'•.14.1 "--. ,i>dC� JENNIFER JOHNSTON �� :,: A!1'COMMISSION GG 913688 / ;rq,.. .`%;;. [ I P rsonally Known it?*.%-7;Ai EXPIRES:September 16.2023 1 Personally Known OR =* ie ;*; MY COMMISSION#GG 042984 [viProduced Identifi•! iCAer:t '' Bonded ThruNotary Public Underwriters [ ]Produced Identificatior =.;,..i&. EXPIRES:October 27,2020 Type of Identificat' i Type of Identification: 0;;:�P. Bonded Ttvu Notary Public Underwriters ......--w...-- i Win)(40.1-0-_ —‘4071 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: Permit # Re-PT— 030/ Project Address: S25 T! 3z7. 33 A . As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuildin .ori Category/Subcategory Manufacturer Product Description l Limitation of Use State# Local # A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 5. Automatic 6. Other B. WINDOWS 1. Single hung 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 1 11. Dual action r 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 1PtM t=5 i-1/11P- FL- (3Z2 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 Category/Subcategor Manufacturer Product Description Limitation of Use 4 State# Local# E. SIR ETERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3.Engineered lumber 4. Railing 5.Coolers-freezers 6. Concrete admixtures 7.Material 8. Insulation forms 9. Plastics I 0. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) g 1`OGr3. pk, C (Signature) Company Name: PHlttlp3 Mailing Address: 943 Z OCEate B 1 v D City: A g State: P Zip Code: 32-23 3 Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: (Qo y ) 3L/' - Z-91°l E-mail Address: P14i I l i 13ui I DEA-5 @. Co1%1056-r 1%)E"- OFFICE COPY ESICC Most Widely Accepted and Trusted EVALUATION SERVICE r carx,r;m.rn Innovation RESEARCH LASS ICC-ES Evaluation Report ESR-1844 ICC-ES I (800)423-6587 I (562) 699-0543 I www.icc-es.org Reissued 11/2017 This report is subject to renewal 11/2019. • 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 L___ICC ICC FSS LE:sICC F� C PMG c LISTED Look for the trusted marks of Conformity! ,� SIM "2014 Recipient of Prestigious Western States Seismic Policy Council BIM WSSPC Award in Excellence" eD"" y"" (WSSPC) A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not -,0D- SCC Accredlled 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 ACCRED1E SOnEC /u66 to any finding or other matter in this report, or as to any product covered by the report. rtr«»n C.nn;c,nc.Body *.c' *00, COCO Copyright© 2017 ICC Evaluation Service, LLC. All rights reserved. lcc• ESEVALUATION SERVICE OL,,,�,,,11 Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1844 Reissued November 2017 This report is subject to renewal November 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 3.0 DESCRIPTION COMPOSITES Section: 06 16 00—Sheathing 3.1 General: The panels are single-faced, cellulose fiber–reinforced DIVISION: 07 00 00—THERMAL AND MOISTURE cement (fiber-cement)jroducts identified as HardiePanel® PROTECTION (PrevailT , Cempanel ) panel siding, Hardiflex® panel Section: 07 46 46—Fiber-Cement Siding siding and Harditex® Baseboard; and are supplied either unprimed or primed for subsequent application of a REPORT HOLDER: compatible primer and/or exterior-grade top coat(s). JAMES HARDIE BUILDING PRODUCTS, INC. The panels comply with ASTM C1186, Grade II, Type A. 10901 ELM AVENUE They have a nominal density of 83 lbs/ft3 (1332 kg/m3); a FONTANA, CALIFORNIA 92337 flame-spread index of 0 or less and a smoke-developed (909)(909) index of 5 or less when tested in accordance with ASTM 356-6300earchusa.com E84; and are classified as noncombustible when tested in info(www.jameshardie.com accordance with ASTM E136. Thermal conductance (K) and thermal resistance (R) values for the panels are as shown in Table 2. When tested in accordance with ASTM EVALUATION SUBJECT: E96, products with a thickness of 1/4 inch (6.4 mm) and ® TM ® 5/16 inch (7.5 mm) have permeance values given in HARDIEPANEL (PREVAIL , CEMPANEL )SIDING, HARDIFLEX®SIDING AND HARDITEX®BASEBOARD Table 3. 3.2 Materials: 1.0 EVALUATION SCOPE ® rM 3.2.1 HardiePanel (Prevailmi, Cempanel®) Siding: Compliance with the following codes: HardiePanel® PrevailTM, Cempanel®siding is available with ml2015, 2012, 2009 and 2006 International Building various surface textures including smooth. Nominal Code®(IBC) product dimensions are noted in Table 1 of this report. • 2015, 2012, 2009 and 2006 International Residential 3.2.2 Hardiflex® Siding: Hardiflex® siding is available in Code®(IRC) various textures including smooth. Nominal product dimensions are noted in Table 1 of this report. • 2006 International Energy Conservation Code®(IECC) 3.2.3 Harditex® Baseboard: Harditex® Baseboard is • 2013 Abu Dhabi International Building Code(ADIBC)t used as a starter strip for exterior applications of walls and 'The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced soffits. Harditex® Baseboard has an untextured finish and in this report are the same sections in the ADIBC is available with either tapered or trough edges on the two Properties evaluated: long sides for joint treatment or all square edges. Harditex® Baseboard is supplied either sealed or unsealed for the • Weather protection subsequent application of a primer or sealer by the end • Structural user as a component in a direct-applied exterior coating or finish system. Nominal dimensions are noted in Table 1 of • Noncombustible (Types I, II, Ill and IV)construction this report. • Fire-resistance-rated construction 3.3 Fasteners: • Thermal resistance Fastener type, size and spacing must be as shown in 2.0 USES Table 4. The James Hardie fiber-cement panels described in this 4.0 DESIGN AND INSTALLATION report are used as exterior wall coverings. The panels may 4.1 Design: be used in fire-resistance-rated construction as set forth in Section 4.3 and may be used on exterior walls of Types I, The maximum basic wind speeds for positive and negative II, Ill, IV and V construction. transverse load resistance are presented in Table 4. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ■ ll CD 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 L.— to any finding or other matter in this report,or as to any product covered by the report. rn.i<a., Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 6 ESR-1844 I Most Widely Accepted and Trusted Page 2 of 6 4.2 Installation: members. All board joints must be backed by framing 4.2.1 General: The manufacturer's published installation members. The 5/8-inch-thick (15.9 mm) gypsum board instructions and this report must be strictly adhered to and joints and screw heads must be finished in accordance a copy of this report and the instructions must be available with ASTM C840. on the jobsite during construction. The panels must be 4.3.1.2 Exterior Face: The exterior side of the studs must installed in accordance with IBC Section 1405.15 and IRC be covered with one layer of (12.7 mm), Type Tables R703.4 and R703.10.2, and the manufacturer's X, water-resistant gypsum board complying with ASTM installation instructions. C1396, followed by one layer of minimum 1/4-inch-thick 4.2.2 HardiePanel®(PrevailTM, Cempanel®) Siding: The (6.4 mm) HardiePanel® (PrevailTM, Cempanel°), or panels are applied with the long dimension either parallel Hardiflex® siding or Harditex® Baseboard. The Type X or perpendicular to framing. Vertical joints are fastened at gypsum boards must be applied vertically to framing abutting sheet edges. Vertical joints must occur over members with vertical edges staggered 24 inches framing or wood furring members except where the panels (610 mm). The 1/2-inch-thick (12.7 mm), Type X gypsum are installed and fastened to wood structural panel board must be fastened to the framing members with sheathing in accordance with Table 4. The vertical joints 11/4-inch-long (32 mm), Type S, gypsum board screws must be sealed with caulking covered with battens, or must spaced 24 inches (610 mm) on center. All gypsum board be designed to comply with IBC Section 1403.2 and IRC joints must be backed by framing members. HardiePanel® Section R703.1 Horizontal joints must be flashed with (PrevailTM, Cempanel®), or Hardiflex® siding and Harditex® Z-flashing. Fasteners must be installed with a minimum Baseboards, must be fastened through the gypsum board 3/8-inch (9.5 mm) edge distance and a minimum 2-inch to the framing members with minimum 1 /8-inch-long (51 mm) clearance from corners. Where a specified level (41 mm) by minimum 0.323-inch (8.2 mm) HD self-drilling, of wind resistance is required, the panel siding is attached corrosion-resistant, ribbed buglehead or ribbed waferhead to framing members, furring members, or wood structural screws located a maximum of 8 inches (203 mm) on panel sheathing, appropriately spaced, with fastener types, center. HardiePanel® (PrevailTM, Cempanel ), Hardiflex® lengths, and spacing described in Table 4. siding and Harditex® Baseboard joints require treatment similar to that described in Sections 4.2.2, 4.2.3 and 3.2.3, 4.2.3 Hardiflex® Siding: The panels are applied with the respectively. long dimension either parallel or perpendicular to framing and with all panel edges supported by framing. Fasteners 4.3.2 Assembly 2-One-hour Nonload-bearing: The must be installed with a minimum 3/8-inch (9.5 mm) edge nonload-bearing, one-hour, fire-resistance-rated wall distance and a minimum 2-inch (51 mm) clearance from assembly consists of minimum 35/8-inch-deep (92 mm), corners. Joints must be fastened at abutting sheet edges. No. 20 gage [0.0359 inch (0.91 mm)], steel "C" studs Vertical joints must occur over framing members and must spaced at a maximum of 24 inches (610 mm) on center, be protected by PVC joint treatment, lumber battens, or with corresponding top and bottom tracks. Both sides of sealant. Horizontal joints must be flashed with metal the wall must be covered with one layer of 1/2-inch-thick Z-flashing and blocked with solid framing. Where a (12.7 mm), Type X gypsum board (interior side)/gypsum specified level of wind resistance is required, the panel sheathing (exterior side) complying with ASTM C1396, siding is attached to framing members, appropriately followed by one layer of minimum /4-inch-thick (6.4 mm) spaced, with fastener types, lengths, and spacing as noted HardiePanel®(PrevailTM, Cempanel®), or Hardiflex® siding, in Table 4. or Harditex®Baseboard. The panels must be applied either ® perpendicular (horizontally) or parallel (vertically) to 4.2.4 Harditex® Baseboard: The panels are applied with framing members. All board joints must be backed by the long dimension either parallel or perpendicular to framing. Base layer and face layer board joints of both wall framing and with all panel edges supported by framing. sides must be offset by 24 inches (610 mm). The '/2-inch- Vertical and horizontal joints must be sealed with a thick (12.7 mm), Type X gypsum board/sheathing must be sealant or bedding compound, including any required joint fastened to the framing members with minimum 1-inch- reinforcing mesh or tape, specified by the coating or finish long (25.4 mm), Type S, gypsum board screws spaced a system manufacturer. Fasteners must be installed with a minimum 3/8-inch (9.5 mm) edge distance and a minimum maximum of 24 inches (610 mm) on center. The panels must be fastened through the gypsum board to the 2-inch (51 mm) clearance from corners. Where a specified framing members with minimum 15/8-inch-long (41 mm) by level of wind resistance is required, the baseboard is minimum 0.323-inch (8.2 mm) HD self-drilling, corrosion- attached to framing members, appropriately spaced, with resistant, ribbed, buglehead or ribbed waferhead screws fasteners types, lengths, and spacing as noted in Table 4. located a maximum of 8 inches (203 mm)on center. Panel 4.3 Fire-resistance-rated Assemblies: joints and fasteners require treatment similar to that described in Section 4.2.2,4.2.3 or 4.2.4,of this report. 4.3.1 Assembly 1-One-hour Asymmetrical Nonload- bearing: 5.0 CONDITIONS OF USE 4.3.1.1 Interior Face: The asymmetrical, nonload- The HardiePanel® (PrevailTM, Cempanel®) and Hardiflex® bearing, one-hour fire-resistance-rated wall assembly panel sidings, and Harditex® baseboard products, consists of minimum 35/8-inch-deep (92 mm), No. 20 gage described in this report comply with, or are suitable [0.0359-inch (0.91 mm)] steel "C" studs spaced at a alternatives to what is specified in, those codes listed in maximum of 24 inches (610 mm) on center, with Section 1.0 of this report, subject to the following corresponding top and bottom tracks. One layer of 5/8-inch- conditions: thick (15.9 mm), Type X gypsum board complying with ASTM C1396, 48 inches (1219 mm) wide, is applied 5.1 The panels must be installed in accordance with the vertically to the interior side of the studs and secured with applicable code, this report and the manufacturer's 11/4-inch-long (32 mm), Type S, gypsum board screws, published installation instructions. In the event of a spaced 8 inches (203 mm) on center at board edges and conflict between this report and the manufacturer's 12 inches (305 mm) on center at intermediate framing 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 • Cleburne, Texas be determined in accordance with the applicable code and must be equal to, or less than, the allowable • Plant City, Florida loads shown in Table 4. • Tacoma,Washington 5.3 Use of the products listed in this report as a lateral- • Waxahachie,Texas force-resisting element of a shear wall that resists wind or seismic forces is beyond the scope of this • Peru, Illinois report. Walls must be braced by other means as • Pulaski,Virginia required by the applicable code. • Sparks, Nevada 5.4 The exterior plank and panel products installed on exterior walls must be installed over a weather- • Fontana, California resistive barrier in accordance with applicable codes. 6.0 EVIDENCE SUBMITTED In jurisdictions adopting the 2015 and 2012 IBC, Data in accordance with the ICC-ES Acceptance Criteria vertical and lateral flame propagation IBC Section for Fiber Cement Siding Used as Exterior Wall Siding 1403.5, exterior walls on buildings of Type I, II, Ill or (AC90), dated June 2012 (revised September 2015). IV construction that are greater than 40 feet (12 192 mm) in height above grade plane and that contain a 7.0 IDENTIFICATION combustible water-resistive barrier must be shown to For field identification, James Hardie Building Products, comply with NFPA 285. Inc., HardiePanel® (PrevailTM' Cempanel®) and Hardiflex® 5.5 Flashing must be installed at all penetrations and panel sidings, and Harditex® baseboards, must bear a terminations in accordance with the applicable code label with the manufacturer's name and telephone number, and the manufacturer's instructions. the product name, and the evaluation report number (ESR-1844). 5.6 The products are manufactured at the following locations under a quality-control program with inspections by ICC-ES: TABLE 1—STANDARD NOMINAL PANEL DIMENSIONS'' PRODUCT WIDTH LENGTH THICKNESSES (inches) (feet) (inch) HardiePanel®siding 48 8, 9& 10 1/4&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 1/4&5/16 Harditex baseboard 48 8,9&10 1/4&5/16 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' CONDUCTANCE' RESISTANCE2 (inch) K.5=Btu/hr-ft2°F R=1/Karl (Ke„) (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. TABLE 3—PERMEANCE VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THICKNESS' PERMEANCE (inch) (perms) 1/4 1.75 5/16 1.54 For SI: 1 inch=25.4 mm, 1 perm=57 mg/(s'm2•Pa). ESR-1844 5 Most Widely 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 W�indeSpeed, Speed,V„i,s'') V EXPOSURE EXPOSURE CATEGORY CATEGORY Minimum Stud Building Product Fastener Fastener Product Frame Type Spacing Height B C D B C D Thickness Type Spacing(in.) (in.) (in.) (ft.) 20 105 - - 136 - - Hardiflex® 4d common, 3 16 40 95 - 123 HardiePanelTM 1%-in long 8 2 x 4 wood 60 85 - - 110 - - HardiflexOO 4d common, 8 2 x 4 wood' 24 20 85 - 110 HardiePanel^" 1%-in long 20 137 116 - 177 150 - Hardiflex® Y 6d common, 6 2 x 4 wood3 16 40 137 105 - 177 136 HardiePanelTM 2 in.long 60 137 105 - 177 136 No.11 ga.x 20 126 95 - 163 123 - Hardiflex® 1'1.-in% .long s HardiePanelTM galvanized 6 2 x 4 wood 16 40 121 95 - 156 123 - roofing nail Hardiflex® No.11 ga.x 20 95 - - 123 - - HardiePanelTM % 1'/.-in.long 6 2 x 4 wood' 24 Harditex® galvanized 40 95 - 123 - - roofing nail Hardiflex® No.11 ga.x 20 137 105 - 177 136 - HardiePanel'TM 1'/,-in.long 4 edge, 2 x 4 wood3 16 40 137 105 - 177 136 - Harditex® galvanized 12 field roofing nail 60 126 95 - 163 123 - 0.091-in. 20 112 98 90 145 127 116 shank x Hardiflex® .225-in HD x 4 edge, 3 40 107 92 85 138 119 110 HardiePanelTM 6 1%-in.long 8 field 2 x 4 wood 16 ring shank 60 101 88 130 114 - nail Hardiflex® s/6 4d common, 8 2 x 4 wood3 16 40 126 95 - 163 123 HardiePanelTM 1%-in long Hardiflex® 4d common, s 20 105 136 HardiePaneITTM /1fi 1%-in long 8 2 x 4 wood 24 40 95 - - 123 - - 0-15 181 164 149 234 212 192 Hardiflex® 6d common, 20 181 159 146 234 205 188 HardiePanelTM /16 2 in.long 4 2 x 4 wood 16 40 174 148 137 225 191 177 60 164 142 132 212 183 170 0-15 141 128 116 182 165 150 Hardiflex® 6d common, 20 141 124 113 182 160 146 HardiePanelTM' /16 2 in.long 4 2 x 4 wood3 24 40 135 116 107 174 150 138 60 128 111 103 165 143 133 0-15 144 130 118 186 168 152 Hardiflex® 6d common, 20 144 127 116 186 164 150 HardiePanelTM /16 2 in.long 6 2 x 4 wood3 16 40 138 118 109 178 152 141 60 130 113 105 168 146 136 0-15 114 103 94 147 133 121 Hardiflex® 6d common, a 20 114 101 92 147 130 119 HardiePanelTM' /10 2 in.long 6 2 x 4 wood 24 40 109 94 86 141 121 111 60 103 90 - 133 116 - ESR-1844 I Most Widely Accepted and Trusted Page 5 of 6 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)2(Continued) 2012 IRC,2009 IBC/IRC, 2012 IBC,2015 IBC/IRC 2006 IBC/IRC (Ultimate Design Wind (Basic Wind Speed, Speed,V„1t6,7 V,.a" ) 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.) (in.) (ft.) Hardiflex® 6d common, 6 edge, 40 137 105 - s 177 136 - HardiePanelTM /16 2 in.long 12 field 2 x 4 wood3 16 60 126 100 - 163 129 0.091-in. 20 126 95 - 163 123 - shank x Hardiflex® s/16 .225-in HD x 3 edge, 2 x 4 wood" 16 40 110 90 - 142 116 - HardiePanelTM 1%-in.long 8 field ring shank 60 100 85 - 129 110 - nail No.8 X 1- Attached to 0-15 150 136 123 194 176 159 5/8 in.long 6"OC 7/16"wood 7/16" HardiePanelTM 5/16 X 0.375 in. vertically/ structural WSP 20 150 132 120 194 170 155 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) Hardifiex® % 0.323-in.HD 40 126 105 163 136 - HardiePanelTM ribbed 6 X 3/6 in.x 16 buglehead 13/8 in.metal 60 116 95 - 150 123 - screw C-stud Min.No.8 x Min.No.20 1-in.long x 20 105 85 136 110 ga. 33 mil) Hardifiex® 0.323-in.HD 6 X 3'/8 in.x 24 HardiePanel ribbed 13/6 in.metal buglehead C-stud 40 95 - 123 - screw ET&F 0.10-in. 15 153 139 127 198 179 164 knurled Min.No.20 shank x 1%- ga. 33 mil) 20 153 135 124 198 174 160 Hardifiex® 6/16 in.long x 4 edge, X 3"/6 in.x 16 HardiePanelTM 0.25-in.HD 8 field 13/6 in.metal 40 147 126 116 190 163 150 pin fastener C-stud (AKN100- 60 139 121 112 179 156 145 0150NA) ET&F 0.10-in. 15 118 107 98 152 138 127 knurled Min.No.20 shank x114- ga.03 mil) 20 118 104 95 152 134 123 Hardiflex® TM s/16 in.long x 4 edge, X 33/6 in.x 24 HardiePanel 0.25-in.HD 8 field 13/6 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:I=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. 'Values are for species of wood having a specific gravity of 0.42 or greater. Vlaues are for species of wood having a specific gravity of 0.36 or greater. 6 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. 8 2012 IBC Section 1609.3.1,Eqn.16-33, V884=uit 0.6 ESR-1844 i Most Widely Accepted and Trusted Page 6 of 6 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)2(Continued) 2012 IRC,2009 IBC/IRC, 2012 IBC,2015 IBC/IRC 2006 IBC/IRC (Ultimate Design Wind (Basic Winds Speed, Speed,V„i,6'7) a' EXPOSURE EXPOSURE CATEGORY 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 6"O.C. ga.(33 mil)steel long X into framing,3/""thick 20 149 132 120 193 170 155 HardiePanel® 5/16 0.323"HD 16 furling by 3.5"wide ribbed bugle only wood furring 40 143 122 113 185 158 146 head screws 9.10,11 60 135 117 109 175 152 141 No.8 X 2X4 wood or 20 0-15 135 122 111 174 158 144 8"O.C. ga.(33 mil)steel 1.25"long X into framing,3/""thick 20 135 119 109 174 154 140 HardiePanel® 5/16 0.323"HD 16 bbed bugle furring by 3.5"wide 40 129 111 102 167 143 132 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 Ion X 10"O.C. ga.(33 mil)steel g into framing,3/4" 20 127 112 102 164 145 132 HardiePanel® 5/16 0.323"HD furring thick by 3.5" 16 40 122 104 96 157 134 124 ebbed bedbugle only wide wood head screwsfurr ng 9'101 60 115 100 93 149 129 120 No.8 X 1.25" 2X4 wood or 20 0-15 121 110 100 157 142 129 12"O.C. ga.(33 mil)steel long X into framing,3/y"thick 20 121 107 98 157 138 126 HardiePanel® 5/16 0.323"HD 16 furring by 3.5"wide 40 116 100 92 150 128 119 ribbed bugle only wood furring 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 8"O.C. ga.(33 mil)steel long X into framing,3/""thick 20 107 94 86 138 122 111 HardiePanel® 5/16 0.323"HD 24 furring by 3.5"wide 40 103 88 81 133 113 105 ribbed bugle only wood furring head screws 9,10,11 60 97 84 78 125 109 101 0.090"shank 2X4 wood or 20 0-15 143 130 118 185 168 152 X 0.215"HD 6"O.C. ga.(33 mil)steel 20 143 126 115 185 163 149 HardiePanel® 5/16 x 1.5"long into framing, /,'thick 16 ng shank furring by 3.5"wide 40 137 117 108 177 151 140 nail only wood furring f 60 130 113 105 168 145 135 For SI:1 ft=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. I Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,K5=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. "Values are for species of wood having a specific gravity of 0.36 or greater. 6 Vasa=nominal design wind speed. 6 Vii,=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kr=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 8 2012 IBC Section 1609.3.1,Eqn. 16-33, Vasd=V,,11 0.6. '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 AW PA.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 ailEVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1844 CBC and CRC Supplement Reissued November 2017 This report is subject to renewal November 2019. 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 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 www.jameshardie.com info@jhresearchusa.com EVALUATION SUBJECT: HARDIEPANEL®(PREVAILTM, 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 HardiePanel® (PrevailTM, Cempanel®) siding, HardiFlex® siding and Harditex® 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) • 2016 California Residential Code®(CRC) 2.0 CONCLUSIONS 2.1 CBC: 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, 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, 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, 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 November 2017. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be 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 N 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 1 **ALL INFORMATION (__misA\ Revision Request/Correction to CommentsHIGHLIGHTED IN City of Atlantic Beach Building DepartmentGRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 6 ' 4 I - 03 Q1 XRevision to Issued Permit OR ❑ Corrections to Comments Date: /130 /20 Project Address: 51,0 11 T I4 5T 32-233 Contractor/Contact Name: P1 i I I i 73 $u i tDc -5 Contact Phone: 9d y- '755--'pigs Email: P % tI;vs u )E @ Gomc..PtSC . t ET Description of Proposed Revision/Corrections: NA}inaIciv,) boot` INSTPot JAN 3 0 2020 I 4;361E wS5 EI Ij affirm the revision/correction to comments is inclusive of the proposedichanges. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? IgNo ❑ Yes(additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No Q.*Yes (additional increase in building value:$ 310‘'o ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) pproved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ 50• d O Revision/Plan Review Comments On lac 7 IT) pts JO C_0121 7--Vi ©h S £` f)2/ ent Review Required: Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities a13/a C) Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY 4 • k PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: J(, ITT-0 ST 32233 Permit#: ��S/y' O So f *Owner/Project Name: RocG-.6 t S As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging MAK�/IN FI-/Olft, •2 / PI - lolgt, . q 2.Sliding 3.Sectional 4.Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung REVISION 2. Horizontal slider MAR-vit.) FI- 12.6116 .41 BP# 12 ES/ -c, oI 3. Casement M ARJ l a Fl - 13‘32 . 1 DATE / 3 / 07 t7 4. Double hung MAf-V I Pl FI - 94430 . 3 SIGNED YYl '�/ 5. Fixed �J 6.Awning MAIZJ t N F I- 134S0 , 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 "Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G. SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 OFFICE COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): (`mac ' -c R..X\ ; *Contractor Signature:Sbci2 t442-- a•dL-Q$' *Company Name: ?U1lI,PS bvt i bE(t5 *Mailing Address: 992 oGEP-0 13N 0 *City: 11 •B *State: FI *Zip Code: 3Z233 *Telephone Number: 904 3Nq " 2.999 *E-mail Address: PNS I(r PS(3uiDEgS 0 CO,MCP.ST. NET Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 r Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 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