The URL can be used to link to this page

318 SEMINOLE RD - ENCLOSE & REMODEL PERMIT S ''- t. RESIDENTIAL ADDITION PERMIT PERMIT NUMBER s ' +� RESA180020 ;.y-. s CITY OF ATLANTIC BEACH iii 800 SEMINOLE ROAD ISSUED: 10/9/2018- !.)a ATLANTIC BEACH. FL 32233 EXPIRES:4/7/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 318 SEMINOLE RD OR TWO FAMILY RESIDENTIAL enclose car port & interior $100000.00 ADDITION remodel TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170431 0018 SALTAIR SEC 02 COMPANY: ADDRESS: CITY: STATE: ZIP: Construction Services & 501 Penman Road NEPTUNE BEACH FL 32266 Innovations OWNER: ADDRESS: CITY: STATE: ZIP: Speranzi Craig 318 Seminole Road Atlantic Beach FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. Issued Date: 10/9/2018 1 of 2 i S' 'afe' RESIDENTIAL ADDITION PERMIT PERMIT NUMBER l �s r ;' ' RESA18-0020 ? CITY OF ATLANTIC BEACH i.. ~) 800 SEMINOLE ROAD ISSUED: 10/9/2018 ,'',1:610 - ATLANTIC BEACH. FL 32233 EXPIRES: 4/7/2019 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $480.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $12.68 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.45 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $1,016.13 Issued Date: 10/9/2018 2 of 2 Doc#2018240073 OR BK 18557 Page 600, Number Pages:3 Recorded 10/09/2018 10:30 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $27.00 State of F 1 Tax Folio No. County of b 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: LST 2101 se.t)140K 2 SA-0- A-9z. boob- Ivy p e 15 Address of property being improved: 318 Sa rN Jv t 744 q'ry * ft-- 32233 General description of improvements: W1+0I4-Ov5E moI El- Owner: C=124 )6.— Sralz4fia. I Address: 31 g Se AA 1/V OLE 72-1, r own,- go-)-- ft— 332 3 3 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: CONS-TM-VC-T.10'4 5 -v 1 Ct.5 A INN Pv►4i10tJs I �r C3L 126007_8 3 Address: 5D 1 r N ry 4W 1ev b P Nvrry Ns-13c—o- F— 3-2_2_6 I, https://fl-atlanticbeach3.civicplus.com/DocumentCenter/View/3386/Notice-of-Commencement?bidld= 10/9/18,08:56 Page 1 of 3 Telephone No.: 501 7 SI 100 .22 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 https://fl-atlanticbeach3.civicplus.com/DocumentCenter/View/3386/Notice-of-Commencement?bidld= 10/9/18,08:56 Page 2 of 3 (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me this 44 day of oextbeE in the County of Duval,State Of Florida,has personally appeared e-¢i96 `7p 1`t 21 Notary Public at Large,State of Florida,County/of Duval. ` My commission expires: *.Ste- !� Personally Known: or v;n .,, CHERYL JEAN BARRER 1-A L 4 'o E Notary Public-State of Florida Produced Identification: `t� ' Commission 8 GG 1286• �•> ' ''•F .cf,' MyComm.Expires Jul 262A1 o,r.� • Bonded through NalinnalNnlaryAssn &MAL&. CaCeLIA. tAI0OV 'Ala Mal https://fl-atlantic beach3.civicplus.com/Document Center/View/3386/Notice-of-Com men cement?bidld= 10/9/18, 08:56 Page 3 of 3 WSJ=Lvf City of Atlantic Beach APPLICATION NUMBER f•Y Building Department 1` 800 Seminole Road (To be assigned by the Building Department.) �r Atlantic Beach, Florida 32233-5445 teE.5A1y -ood0 Phone(904)247-5826 • Fax(904)247-5845 /� "=,;;ifl E-mail: building-dept@coab.us Date routed: 0 py N Y',f City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t p &!XY (.1A6`-( 12—d- De. ment review required Ye No :uildin. l� Applicant: 0--OnS-kft(C. bn Svcs _ 4 aivIc)Q4+41 Pannin. &Zonin.► Tree Administrator Project: X C i -e- P O( n� „ iUtiIis3 U��.�(� Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. I1Denied. ❑Not applicable (Circle one.) Comments: :UILDIN PLANNING &ZONING Reviewed by: n16)-- Date:s'�vAv TREE ADMIN. Second Review: A roved as revised. enied. ❑ pP [�D Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: nly Date:9 O ' dol FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: o� Reviewed by: Date: /6-LP-doter Revised 05/19/2017 .;S "' 6Building Permit Application Updated 12/8/17 City of Atlantic Beach • 800 Seminole Road,Atlantic Beach,FL 32233 H v U7 ', Phone:(904)247-5826 Fax:(904)247-5845 L c 18 Job Address: 31$ 51=w11N0L_E- Permit Number: S A 17s — ICWD Legal Description 1M 209 5et:4' 21 CALrR IR- , T3epl.. 70 Pates ) RE# Valuation of Work(Replacement Cost)$ (txo/COO, Heated/Cooled SF Vi 00 Non-Heated/Cooled 0 • Class of Work(Circle one): New Addition eratio. Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial RI51`Etial,.) • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 05-vsi )=LOOP rt.AN / t jEw K r>:Uf1:Nf t 13A7114P-000 NINbQW k-1 Mir C4.-7 1N CARPORT / ADD A t/Z &k'T1. / NEvI INSVL.AT)ON, NON lit' -Nckt PW MEoNCt- N E vs/ Dt/ u/Opyc Florida Product Approval# for multiple products use product approval form Property Owner Information Name: CKA-1CT SP1 .t21 Address: 501 ?EN MAN lt-D City J r'/ F f3 /11.-kt State ft Zip 3' 2- ( L. Phone goo S3 1003 E-Mail crWI P 1301415 £ 'J 1400• corn Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) 5AWiE Contractor Information Name of Company: Cor497tNcntr4 1gv‘a-Sag (61404/4110N-5 JrINC-QualifyingAgent: 0-.11-la SPEC cN2-) Address 50) PvVMAN Fzp City ti r--1VNFT3E*ti4- State Fi— Zip 322-(010 Office Phone 97I "759 1.003 Job Site/Contact Number 30j ?59 11703 State Certification/Registration# CBL IL 10172-8 3 E-Mail C NA PB Ovv1$ @ )14110c • c0114 Architect Name& Phone# fV1.140/4E r -13y g(1} 704 $(02$ Engineer's Name& Phone# Workers Compensation c0A1 FTE Exempt/Insurer/Lease Employees/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 regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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 RECORDING YOUR NOTICE OF COMMENCEMENT. 0><c- 771' (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Si ned and sworn to(or affirmed)before met is 2 day of Sigj ed and sworn to(or affirmed)before me this a day of ftUi[.s T , ,;219/ ,by /G�,v - /4-)A9- /'u a Sr , / , by /te�t S ,tia-S ., ar N . ,(frigt e of $ CHINASI °j,6igg to of j@�HINASI c MY COMMISSION t FF 938917 ? # �_? MY COMMISSAN#FF 938917 personally Known OR { EXPIRES:November 24,2019 I'ersonally Known OR * * EXPIRES:November24,2019 ( I Produced Identification oe>< Bonded ThnlBeget Notary Septa [ )produced Identification BondedThru9udtetNotiryServkee a c�� Type of Identification: Type of Identification: _I 44 CITY OF ATLANTIC BEACH A +- 800 Seminole Road tz Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date /Z 515/' /$ Revision to Issued Permit Corrections to Comments V Permit# Project Address 3 1g 5. 1‘,11 isot-E 124> Contractor/Contact Name Cr-141- 6 PERK}'J2) Phone 504 7 55 !003 Email Gawyrbum )0 e ynnoo-to Yvl Description of Proposed Revision /Corrections: Permit Fee Due , 54. CC) ) ✓eo vEd i E /..41004- ,zo091 wR-u, 8,w< 7v A zv' F1 ac J'r sbTBht.x Additional Increase in Building Value $ 0 Additional S.F. — 11 S -i- By signing below, I Cil a 5,0249lv2/ affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied >(' Not Applicable to Department Revision/Plan Review Comments iSSt)1S %hc arrna1ioh ReeuQs 'd pro,„ rs rg1-- ?V i-IP t✓ S 'I g Ji Ss, De•artment Review Required: Buildia• i / ping & ZoniI. R wed By ree A.ministrator Public Works Public Utilities q- 2.0 -'00 g Public Safety Date Fire Services \ CITY OF ATLANTIC BEACH 4. - 800 SEMINOLE ROAD !)1, -'' ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/30/2018 Permit #: RESA18-0020 Site Address: 318 SEMINOLE RD Review Status: denied RE#: 170431 0018 Applicant: Construction Services & Innovations Property Owner: Speranzi Craig Email: campbomb@yahoo.com Email: campbomb@yahoo.com Phone: 9047591003 Phone: 9047591003 9047591003 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. When more than 2 items that pertain to Florida Product Approval#s,the in house information sheets, at the Building Department, need to be filled out completely and 2 copies submitted. 2. Florida Product Approval Numbers submitted need to be submitted without the R-value.Number shall be whole numbers or numbers that have decimal points with a number following. You may need to contact your supplier to get the exact number for products to be installed. For instance,the FL#1700-R5 has 9 different styles of sliding glass doors under the 1700 number. =- _ . .. . • ' team a .- - • - • •• • 9-c)e, 41r 4. On-page . o _AP . . . . _ . . - _ ! ' G - ' i •, .. - • - • .I► _ �. ' _ a` .. _ . . ! se f, . . - - • . . ... . - -�� /oa- 5. Include the product approval number for the siding material. Also submit the ICC-ES Evaluation Report. This will be needed to verify the fastening pattern and fastener type for the wind load area we are in. 6. Verify and submit that the footer at the perimeter of the carport enclosure is sufficient to build upon. Confirmation needed from EOR or Architect. 7. • .. . • _ a _ 11' . - _ - . a- • DE 8. FYI, if the carport slab is not raised as planned then a curb system will have to be designed to achieve an elevation of the infill wall framing system. That is to achieve the 6 inch termite inspection zone that is between the bottom of the sole plate and exterior adjacent grade. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach _ e rne'i 1-e0/ Reweiti ece rvyytW fi' ,r/-s/J; ? 1 • CITY OF ATLANTIC BEACH ,- ;= = `i,' 800 Seminole Road "�, b s Atlantic Beach,Florida 32233 J ,\43Y REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Z1 SSP I c Revision to Issued Permit Corrections to Comments 'Permit# e SJ 8-----0 x'20 124> Project Address 31g. S�ri, 1 " Contractor/Contact Name C-1241-164— 9;4E-i2/-N 2_ Phone .J oq 1 53 1003 Email Cao"`e)avk b e.yCc)nee• C D`-^--. Description of Proposed Revision/Corrections: Permit Fee D e$ 75; O A7)7, Ft- APP C0aE S N-E 1 Additional Increase in Building Value$ 0 Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments 66 Department Review Required: Building 7)(1).- Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities / 6 - f -00/r Public Safety Date Fire Services o rj \S \ CITY OF ATLANTIC BEACH �J -,: ? 800 SEMINOLE ROAD J ____) ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/20/2018 Permit#: RESA18-0020 Site Address: 318 SEMINOLE RD Review Status: denied RE#: 170431 0018 Applicant: Construction Services & Innovations Property Owner: Speranzi Craig Email: campbomb@yahoo.com Email: campbomb@yahoo.com Phone: 9047591003 Phone: 9047591003 9047591003 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: Comment#1 from the first plan review email is not yet corrected. I will email you a pdf file with the F rida Product Approval Information Sheets that need to be completed filled out and submitted. 2 Copies. Comment#5 from the first plan review email has not been corrected. 2 copies needed. my(aY-2oc ,61/ 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 / � a;leG� Q no/ Qf vi e ry c.o Y''i ✓v^a ,Jy c /Lo/24, AvO7 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. �t.Ak,-" ,, City of Atlantic Beach APPLICATION NUMBER 3' fr' Building Department \,.� (To be assigned by the Building Department.) (� 800 Seminole Road �& S I _OO� �u Atlantic Beach, Florida 32233-5445 J Phone(904)247-5826 • Fax(904)247-5845 r`a;3 �r E-mail: building-dept@coab.us Date routed: 0 /V y//. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I D 6-4,tn t'a6(-r_ - De. . tment review required Yes No :uildin• Applicant: M (1S uton Svcs _ 4 a,ia— P annin. &Zorn* Tree Administrator Project: 1Cloc-e- Com( pi3( 4 q---i. (1 6-or i C�� ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review Receipt Date of Permit or Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. ) (Denied. ['Not applicable (Circle one.) Comments:fe liac k5 BUILDING ��jj PLANNING &ZONING / / �%�2-1_ Reviewed ,�/ _e," Date: f'g TREE ADMIN. Second Review: ❑Approved as revised. J/IDenied. ['Not applicable PUBLIC WORKS Comments: tvd PUBLIC UTILITIESf6C it+6-t�✓`a 'G rs PUBLIC SAFETY Reviewed by: _ Date: /-ZtI' r2 FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Js #, CITY OF ATLANTIC BEACH d s) ii�:r, Atlantic Beach800,FloridaSeminole 32233Roa REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date /2 SEP 43 Revision to Issued Permit Corrections to Comments Permit# Project Address 3 tg clan 1 sot-E lb Contractor/Contact Name CF-141 S PEF '12) Phone goo 755 1003 Email Guvtvrlou v►-► .b e yAtioo_tv Yo Description of Proposed Revision/Corrections: Permit Fee Due $ WOVEb IIIE Lav'N4 Boon WA-u, EAU< lv A- 2o' FRONT 5-7-"13*-K Additional Increase in Building Value $ 0 Additional S.F. — 11 S -f- By signing below,I CRA/Fr 5 /291VZ 1 affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments �ee G., mit rC`i, ,SPC 1�(irc. I I G S De•artment Review Required: v , 5_ Buildi . - . ning &Zoni a. Reviewed By ree Administrator Public Works _ / _ (0 Public Utilities Public Safety Date Fire Services g-Iii; CITY OF ATLANTIC BEACH - ! 800 Seminole Road ' Atlantic Beach,Florida 32233 �Jii l w'f' REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date - " '8 Revision to Issued Permit Corrections to Comments i Permit# RE-S A 18 - 0°Z Project Address 5tq) 5Fp AT f 3#733 Contractor/Contact Name L Phone Tog 1 A/003 Email C /'Hf bosJ' @ )1Zhov. e 00 Description of Proposed Revision/Corrections: Permit Fee Due$ ..r-01\11&14- ►/errav-t a per)ex. v cb ,y 1(t vv,o-iet\ l`b I 1 I f ;-t wl 4-')-4* $howedl over try ea S.-Iretvwt.i- -}. ,ei-I,xch- Additional Increase in Building Value $ `f' Additional S.F. 0 By signing below,I CiriM 5frizerr?-1 affirm the Revision is inclusive of the proposed changes. (printed name) /. zt°. Signature of Contr Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved , Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ,;;.' ,:;:::7 Building Planning &Zoning Reviewed By Tree Administrator Public Works —IT:- 18 Public Utilities Public Safety Date Fire Services � .L.A, City of Atlantic Beach APPLICATION NUMBER rS. �, Building Department (To be assigned by the Building Department.) 800 Seminole Road p Atlantic Beach, Florida 32233-5445 !�ES A I 1 -OOQa 0 : ;.' Phone(904)247-5826 • Fax(904)247-5845 AUG AU� �!o,;t�? E-mail: building-dept@coab.us ] 2018 Date routed: 0 N y If City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I p 6-4._tY\-('/A0(-€.._ t2--d- De• - tment review required Yes No :uildin.` Applicant: 0-01)S (141_,- ,b r1 Svcs _ 4lyvyJ,ja-kyy Pannin. &Zonin.► Tree Administrator Project: -e110-oc-e- Cc( /JO( -k- 4-t. RA-c--(-')or ' ' • !9 p �i 'ublic Utilities l C.LIYl0 CPublic Safety Fire Services Review fee $ Dept Signature . .. .. , , .. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. I 'Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed Date: /1-# TREE ADMIN. Second Review: I Approved as revised. I 'Denied. ❑Not applicable PUBLIC WORKS Comments: - PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 4s v.v. City of Atlantic Beach APPLICATION NUMBER �S 800 Seminolen Department - ° ° , \� 9 p (To be assigned by the Building Department.) 800 Road p _ ),, IL��Atlantic Beach, Florida 32233-5445 AUG 2 7 2018 I Y —o0a 0 "'4;z:`- Phone(904)247-5826 • Fax(904)247-5845 / -/ ;jp? E-mail: building-dept@coab.us Date routed: 0 N� v kr City web-site: http://www.coab.us ----- APPLICATION REVIEW AND TRACKING FORM Property Address: ( p 6-4_1-y-v tfb(-E' Deptment review required Yes No :uildin• Applicant: n5 Af4C✓-boh Svcs 4.3yvy300141 P annin• &Zonin•. Tree Administrator Project: -e +)C-1 -e- CA P o t k --t (tea( CIO n u_blic Utilities c GI Public Safety Fire Services R ' . etti Review fee $ Dept Signature :;-, - .-.,; 1 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. I 'Denied. I of applicable (Circle one.) Comments: /j, 3a F BUILDING f`' PLANNING &ZONING Reviewed by A..J4--"-..---- Date: O Zg/15) TREE ADMIN. Second Review: 'Approved as revis d. ['Denied. LiNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY CONSTRUCTION SERVICES & INNOVATIONS II, INC CBC1260283 501 PENMAN ROAD 24 AUGUST 2018 CRAIG SPERANZI (SOLE OWNER) 318 SEMINOLE ROAD ATLANTIC BEACH FL 32233 DESCRIPTION OF REPAIRS DESCRIPTION OF WORK- COMPLETE REMODEL OF THE INTERIOR OF THE HOME, MOVING THE BATHROOMS AND BEDROOMS AS WELL AS CLOSING IN THE CARPORT IN ORDER TO MOVE THE LIVING ROOM INTO THAT AREA. ALL THE WINDOWS AND DOORS WILL BE CHANGED. INSULATION WILL BE SPRAY FOAM. THE EXTERIOR WILL BE CHANGED TO HARDIBACKER MATERIAL. ROOF TO REMAIN THE SAME. NEW MINIMALIST LANDSCAPING TO REQUIRE ALMOST NO WATER. 1. ARCHITECHUAL PLANS AND ENGINEERING MATERIALS- $0.00 LABOR- $2500.00 2. PERMITS, DEBRIS CONTAINERS AND PORTABLE TOILET FOR THE SITE. MATERIALS- $2000.00 LABOR- $0.00 3. DEMOLITION OF THE KITCHEN, BATHROOMS AND ALL FLOORING. REMOVE THE CURRENT AIR DUCTS THROUGHOUT THE HOUSE. REMOVE THE WINDOWS AND SLIDING GLASS DOORS. REMOVE CEILING FROM EVERYWHERE. REMOVE ALL THE INTERIOR DOORS, BASEBOARDS AND CASINGS. CUT THE CONCRETE FROM THE FLOORS IN THE EXISTING BATHROOMS AND A TRENCH FOR THE NEW KITCHEN ISLAND SINK. MATERIALS- $0.00 LABOR- $5000.00 4. CONCRETE WORK- FORM THE AREA FOR THE RAISED CARPORT FLOORING FOR THE NEW LIVING ROOM, POURBACK THE TRENCHED AREAS FOR NEW SEWER DRAINS MATERIALS - $5000.00 5. FRAMING- REFRAME THE INTERIOR WALLS AND BUILD NEW HEADERS FOR THE NEW WINDOW AND DOOR OPENINGS. MATERIALS- $5,000.00 LABOR - $5,500.00 6. EXTERIOR WINDOWS & DOORS- INSTALL A NEW SLIDING GLASS DOORS IN THE NEW MASTER BEDROOM AND FRONT OF THE HOUSE. MATERIALS- $5000.00 LABOR- $1000.00 7. ELECTRICAL- NEW L.E.D. RECESSED CANS THROUGHOUT THE HOME, MOVE THE ELECTRICAL FOR THE NEW KITCHEN LAYOUT. MOVE THE ELECTRICAL FOR THE WASHER/DRYER. MATERIALS- $2200.00 LABOR- $3800.00 8. PLUMBING- CHANGE THE DRAIN LINES UNDER THE CURRENT SLAB IN THE 2.5 BATHROOMS, RUN NEW DRAINS FOR THE BATHROOMS. INSTALL A NEW RINNAI RL75E LUXURY SERIES 7.5 GPM, TANKLESS GAS WATER HEATER WITH ALL NEW PEX PLUMBING THROUGHT THE HOUSE. NEW KHOLER VALVES AND FAUCETS WILL BE USED IN THE BATHROOMS MATERIALS- $5500.00 LABOR-$5500.00 9. GAS (LP)- INSTALL A 250 GALLON TANK AND GAS LINES TO AREAS SPECIFIED BY OWNER. GAS RANGE, TANKLESS WATER HEATER, FIREPIT, BACKYARD KITCHEN AREA. MATERIALS- $2000.00 LABOR- $500.00 10.HVAC SYSTEM- A NEW CONDENSING UNIT AND AIR HANDLER WILL BE INSTALLED WITH ALL NEW DUCTING. UNIT WILL HAVE A UV LIGHT FOR A CLEANER AIR ENVIROMENT. MATERIALS- $6000.00 LABOR- $1000.00 11.INSULATION- OPEN CELL FOAM TO BE SPRAYED IN CEILING AND CLOSED CELL IN THE WALLS MATERIALS- $3000.00 LABOR- $500.00 12.INSTALLATION OF MMR DRYWALL ON WALLS AND CEILINGS. MATERIALS- $2000.00 LABOR- $3000.00 13.FLOORING- ALL OF THE FLOORING IN THE HOME WILL BE GEM CORE CEMENT BASED LVT PLANKS MATERIALS- $5000.00 LABOR- $2000.00 14.TILE- INSTALL THE 2.5 BATHROOMS WITH THE TILE CHOSEN BY OWNER. MASTER BATHROOM, HALL BATHROOM AND OLD MASTER BATHROOM TO HAVE 18"X36" GREY TILES ON THE WALLS. FLOOR WILL BE THE SAME IN A STRAIGHT PATTERN. GROUT WILL BE A SINGLE COMPENENT GROUT THAT IS ALREADY PURCHASED. MATERIALS- $3000.00 LABOR- $1000.00 15.INSTALL NEW KITCHEN CABINETS. THERE WILL BE NO UPPER CABINETS. THE AREA WHERE THE UPPER CABINETS ARE USE TO BEING WILL BE OPEN SHELVING MADE OF QUARTER SAWN OAK OR SIMILAR PRODUCT. THE KITCHEN SINK WILL BE A STAINLESS STEEL SINGLE BOWL WITH A TYPICAL FAUCET. COUNTER TOPS WILL BE QUARTZ MATERIAL BY CAMBRIA. MATERIALS- $6,000.00 LABOR- $1000.00 16.INTERIOR DOORS AND TRIM- INSTALL NEW 1X6 SQUARE EDGE BASEBOARDS (180 linear feet) AND 1X4 SQUARE EDGE CASINGS THROUGHOUT THE HOME. 6 NEW SLAB STYLE POCKET DOORS WILL BE INSTALL THROUGHOUT EXCEPT EXTERIOR DOORS AND MASTER BEDROOM. MATERIALS- $2000.00 LABOR- $2000.00 17.PAINT THE ENTIRE INSIDE AND OUTSIDE OF THE HOME WITH A SHERWIN WILLIAMS PRODUCT WHERE APPLICABLE ON WALLS AND CEILINGS. MATERIALS- $ 2000.00 LABOR- $2000.00 18.LANDSCAPE WITH SMALL 1/2" PEBBLE MATERIALS SO THE THERE IS NO VEGETATION TO MAINTAIN. MATERIALS- $2000.00 LABOR- $1000.00 TOTAL COST OF THE RENOVATION: $90,000.00 FORM R405-2017 w ,7 r ; ,, i RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page)and an input summary checklist that can be used for field verification(usually four pages/may be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 8/23/2018 11:57:09 PM Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Speranzi Renovation Builder Name: Street: 318 Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Mantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1376.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1376.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1800.0 sgft.) Insulation Area / a.Roof Deck(Unvented) R=38.0 1800.00 ft' 6. Conditioned floor area above grade(ft2) 1800✓ b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(265.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 234 a. U-Factor: Dbl,U=0.36 160.80 ft2 SHGC: SHGC=0.21 b. U-Factor: Dbl,U=0.33 104.70 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.22 a.Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.214 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (1800.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1800.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 47.89 Glass/Floor Area: 0.148 PASS Total Baseline Loads: 49.10 I hereby certify that the plans and specifications covered by Review of the plans and �iTHE ST ?F'' this calculation are in compliance with the Florida Energy specifications covered by this �.. p q 1. .." o' Code. QQAA . calculation indicates compliance ��, `- !� pLu with the Florida Energy Code. PREPARED BY: Before construction is completed 3 _ 70 DATE: 8/24/18 this building will be inspected for i ___ _e___ ,,. compliance with Section 553.908 % . . ° .; , ti ;` I hereby certify that this building,as designed, is in compliance Florida Statutes. \.4..---•'. - r•J I with the Florida Energy Code. Op �4 .•' OWNER/AGENT: CYC BUILDING OFFICIAL: ill DATE: II 1f DATE: / / V 1 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Speranzi Renovation Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1800 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 318 Seminole Rd Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State.Zip: Altantic Beach. Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block/ 1800 14400 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1800 14400 Yes 4 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 172 ft 0 1800 ft2 -___ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1897 ft2 300 ft2 Medium 0.6 No 0.3 No 38 18.4 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1800 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 0 Blown 1800 ft2 0.11 Wood 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent S ace Cavity Width Height Sheathing Framing Solar Below Omi To -�tllall-T�pe__ p Ft-Value Ft In _ Ft In .Area__ ._R-Value_Fraction___Ahsor Grade% 1 S Exterior Frame-Wood Main 13 35 8 280.0 ft2 0.05 0.170000 0 _ 2 E Exterior Frame-Wood Main 13 51 8 408.0 ft2 0.05 0.170000 0 _ 3 N Exterior Frame-Wood Main 13 35 8 280.0 ft2 0.05 0.170000 0 4 W Exterior Frame-Wood Main 13 51 8 408.0 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.36 0.21 N 80.4 ft2 2 ft 0 in 5 ft 0 in None None 2 S 1 Vinyl Low-E Double Yes 0.33 0.22 N 15.6 ft2 2 ft 0 in 3 ft 0 in None None 3 S 1 Vinyl Low-E Double Yes 0.33 0.22 N 20.1 ft2 2 ft 0 in 4 ft 0 in None None 4 E 2 Vinyl Low-E Double Yes 0.33 0.22 N 12.0 ft2 2 ft 0 in 1 ft 0 in None None 5 E 2 Vinyl Low-E Double Yes 0.33 0.22 N 6.0 ft2 2 ft 0 in 1 ft 0 in None None 6 E 2 Vinyl Low-E Double Yes 0.33 0.22 N 30.0 ft2 2 ft 0 in 1 ft 0 in None None 7 N 3 Vinyl Low-E Double Yes 0.36 0.21 N 80.4 ft2 2 ft 0 in 5 ft 0 in None None 8 W 4 Vinyl Low-E Double Yes 0.33 0.22 N 15.0 ft 2 ft 0 in 1 ft 0 in None None 9 W 4 Vinyl Low-E Double Yes 0.33 0.22 N 6.0 ft2 2 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1680 92.23 173.45 .274 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 14 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 50 gal 60 gal 120 deg None 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 234 ft2 Attic 90 ft2 Default Leakage Attic (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar A r Ma X Jun X Jul X Au X Se Oct Nov Dec Venting x'Jan X Feb 'X Mar ')C Apr t 1 May t 1 Jun t 1 Jul t 1 Aug 1 1 Sep X'Oct 'C Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 318 Seminole Rd, Altantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1376.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=38.0 1800.00 ft2 6. Conditioned floor area(ft2) 1800 b.N/A R= ft2 7. Windows** Description Area c.NIA R= ft2 a. U-Factor: Dbl,U=0.36 160.80 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Attic 6 234 SHGC: SHGC=0.21 b. U-Factor: Dbl,U=0.33 104.70 ft2 SHGC: SHGC=0.22 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 28.6 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 28.6 HSPF:8.20 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.214 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1800.00 ft2 a.Electric Cap:50 gallons EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building •'.vHE ST F ...............9T Construction through the above energy saving features which will be installed (or exceeded) `moo Fo', in this home before final inspection. Otherwise, a new EPL Display Card will be completed *c�;;;; `i',s .�,n`: based on installed Code co liant features. /•••nil %•, - `r=°'.,•„.,moo'; ..sBuilder Signature: Date: 21 pf-/gr /5- a Address of New Home: 3) se-ykw„19 go City/FL Zip: L a fq;`•=:. :71....;y� pi- X2'3 P ,,rE �= *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 318 Seminole Rd Permit Number: Altantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(MandatoryThe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufactun handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatoryfjleated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacyLVhen installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatoflf)e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatoryf uel gas lighting systems shall not have continuously burning pilot lights. 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Speranzi Renovation Builder Name: Street: 318 Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Altantic Beach,FL. Permit Number Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows.skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation.insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations.and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls.or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 8/23/2018 11:57 PM EnergyGauge()USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Speranzi Renovation Builder Name: Street: 318 Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Altantic Beach, FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 1800 sq.ft. Cond.Volume: 14400 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50)* : 3 Pa cfm — *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either ;•04VIE ST 1'4' performance results demonstrate compliance individuals as defined in Section .;' _ ,..:per•.: 553.993(5)or(7), Florida Statutes or 1% - with Florida Energy Code requirements in :' accordance with Section R402.4.1.2. individuals licensed as set forth in = Sot," sro.,'•• ,;:O Section 489.105(3)(f), (g),or(i)or an ' �'-= -4,.r- s approved third party.A written report 1 ; �- r SIGNATURE: of the results of the test shall be signed by the third party conducting the test and provided to the code official. PRINTED NAME: 1 1✓ DATE: BUILDING OFFICIAL: DATE: 8/23/2018 11:57 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: -�- wrightsoft� p p nate: 8/14/18 Entire House By: M.Ellis Energy Design Systems,Inc 11727 Brady Rd.Jacksonville.FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email eds iax@gmail corn Project Information For: Speranzi Residence 318 Seminole Rd,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 22205 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.4°F Latent gain: 3040 Btuh ,/ Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 25245 Btuh V Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfortmaker Model: N4H430GKG**+FEM4X30**BL Actual airflow: 953 cfm Sensible capacity: 22594 Btuh 102%of load r Latent capacity: 6006 Btuh 198% of load Total capacity: 28600 Btuh 113%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 18382 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfortmaker Model: N4H430GKG**+FEM4X30**BL Actual airflow: 953 cfm Output capacity: 28600 Btuh 156%of load Capacity balance: 28 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 5.4 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Aug-23 23.57.47 41- Wrlghtsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ZOK peranzi Residence.318 Seminole Rd,Ad Bch rup Calc=MJ8 Front Door faces S • 4 wrightsoft Project Summary Job: Date: 8/14/18 Entire House By: M.Ellis Energy Design Systems,Inc. 11727 Brady Rd.Jacksonville, FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email eds iax@gmail corn Project Information For: Speranzi Residence 318 Seminole Rd,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 3/0 Moisture difference 50 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18382 Btuh Structure 22205 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18382 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible Toad Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3040 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1800 1800 Equipment latent IDad. Btuh Volume(ft3) 14400 14400 r' Air changes/hour 0.46 0.20 Eq purer total oad Btuh Equiv.AVF(cfm) 111 48 Req. total capacity at 0.74 SHR .5 ton Heating Equipment Summary Cooling Equipment Summary Make Comfortmaker Make Comfortmaker Trade COMFORTMAKER Trade COMFORTMAKER Model N4H430GKG** Cond N4H430GKG** AHRI ref 9678048 Coil FEM4X30*`BL AH RI ref 9678048 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 27 °F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point= 28°F Backup: Input= 5 kW, Output = 18382 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrig t5Oft Right-Suite®Universal 2017 17.0 17 RSU17457 2018-Aug-23 23 57 48 Page 1 ACCK peranzi Residence.318 Seminole Rd,Atl Bch.nip Cain=MJ8 Front Door faces. S N _ter- Sheet 1 WIC 97 cfm Master Bed 4" (`! 172 cfm 364 cfm ►F! 34 Master Bath 12" r.-434 cf 6 Bed 2 279 cfm '' 74 cfm 6' ire v. E 12 4" - • 0 _! 32 cfm 4,. _Bath 4„ � 29 cfm .w.,Fl . .'411 363 cfm Bed 3 Powder ' 80 ctfraundry „ 5 6' 7" itc hen 146 cfm Dining 76 cfm� 199 cfm Living Job#: Scale: 1 :90 Performed for: Page 1 Speranzi Residence Exclusively for the use of: Right-Suite®Universal 2017 318 Seminole Rd A Comfortabe Envronment 17.0.17 RSU17457 Atlantic Beach,FL 2018-Aug-24 00:13:04 ...ce,318 Seminole Rd,At Bch.rup 4 wrightsoft Duct System Summary Date: Entire House By: Exclusively for the use of:.A Comfortable Environment Project Information For: Speranzi Residence 318 Seminole Rd,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.070/0.030 in H2O 0.070/0.030 in H2O Lowest friction rate 0.074 in/100ft 0.074 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 136 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath C 1137 28 29 0.092 4.0 Ox 0 VIFx 6.3 70.0 Bath-A C 1137 28 29 0.084 4.0 Ox 0 VIFx 13.2 70.0 Bed 2 c 2920 71 74 0.083 6.0 Ox 0 VIFx 14.9 70.0 Bed 3 c 1278 28 32 0.088 5.0 Ox 0 VIFx 10.0 70.0 Dining c 2976 74 76 0.080 6.0 Ox 0 VIFx 17.9 70.0 Kitchen h 5503 146 144 0.076 7.0 Ox 0 VIFx 21.9 70.0 Laundry h 3027 80 77 0.074 5.0 Ox 0 VIFx 25.2 70.0 Living h 7497 199 197 0.078 7.0 Ox 0 VIFx 20.0 70.0 Master Bath c 1342 33 34 0.084 5.0 Ox 0 VIFx 13.4 70.0 Master Bath-A c 1342 33 34 0.087 4.0 Ox 0 VIFx 10.6 70.0 Master Bed h 6489 172 169 0.081 8.0 Ox 0 VIFx 17.0 70.0 Powder c 418 9 11 0.078 4.0 Ox 0 VIFx 20.1 70.0 WIC-A h 3670 97 94 0.077 4.0 Ox 0 VIFx 20.9 70.0 Return Branch Detail Table Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 363 360 40.4 0.074 462 12.0 Ox 0 VIFx rb2 Ox 0 364 361 37.3 0.080 464 12.0 Ox 0 VIFx rb3 Ox 0 273 279 33.6 0.089 356 12.0 Ox 0 VIFx BordWitalic values have been manually overridden wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 2018-Aug-24 00.13:01 �CAPage 1 peranzi Residence.318 Seminole Rd.Atl Bch-rup Calc=M.18 Front Door faces: S OFFICE COQ PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: C--1A-\ C 5P E1 A Z-\ Permit # j ES//k -0020 Project Address: 31 t3SE VVI 1 N O-4 RD ATL Ec l-f- -Fc_ 322_33 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 ,roduct approval may be obtained at: www.tloridabuildinu.orci. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # A. EXTERIOR DOORS 1. Swinging 2. Sliding E1( viEw 35oo osvc 12.060 FL-1D 1'12_00. 3. Sectional 4.Roll up 5. Automatic 6. Other B. WINDOWS • 1. Single hung g G- v�Ew . i ZloS 72. 2.Horizontal slider EAi \pawl - ft. r0 2.70 95. 3.Casement 4.Double hung 5.Fixed 6. Awning 7.Pass-through _._........_.._.__.___...�.�.-.. __._.....__�_....__ ._.,._...�__--..__ .�.__ 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding -spot F} DI t4#' 4' PANEL Si p ONICir 13223,1 2. Soffits 3.EIFS 4. Storefronts 5.Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse • 10. Synthetic stucco 11. Other OFING PRODUCTS 1. Asp :.!les 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/Subcategory Manufacturer Product Description Limitation of Use State# Local# E:'SHUUERS 1. Accordion 2.Bahama , 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3.Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory I Manufacturer I 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. C A1c— '2-1 (Contractor Name) (Print Name) (Si ture) Company Name: CONS`r-"e–Doi LAS (Mi ✓i61-rOds Mailing Address: 5o Pi v4i AN F b City: l/t frvN E 5619-C-1-1 State: FL, Zip Code: 32-20(7 Telephone Number: ( ) X Fax Number:( ) X Cell Phone Number: ( 30")) 5 ") 1003 E-mail Address: c k +M'P$O nv y A-400, cAm 1/7170/8 Florida Building Code Onkne OFFICCr''"" �r� Cs WR1C4 C6CARti'-F.r C� �' Business & Professional Regulation � -_ = - BIS Home 1 top In I User Registration j not Topics ! Submit Surcharge Stats&Facts Publications z FBC Staff BGS Site Map links Search Florida ci : : Pi cl�//r� product Approval Menu>Product or Application Search>Application List>Application History>Application Detail >_, F;cE c='7i,E FL# F116626-R2 '. SERET,ti«-Y ~. Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eagle View Windows and Doors Address/Phone/Email 13340 International Parkway Jacksonville, FL 32218 (904)661-1200 parsenault@evw-corp.com Authorized Signature Paul Arsenault parsenault@evw-corp.com Technical Representative Robert Amoruso Address/Phone/Email PO Box 520775 Longwood, FL 32752-0775 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert 3.Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12f31/2018' Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist-Hardcopy Received Certificate of Independence FL16626 R2 COI CofI 2248 Revl 415-0222 HS ss.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S. 2 1997 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsHepng4%2fS6ezU1BUWAG9C6U6kJNDf4tM9gmdu%2b5ngSZg%3d%3d 1/2 . 112/20'18 Florida Building Code Online compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL16626 R2 COC Affirmation FL16626 417-1005 ss.pdf Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/14/2017 Date Pending FBC Approval Date Approved 12/17/2017 Summary of Products FL# !Model,Number or Name 1 Description 16626.1 18500 !Series 8500 72 x 48 Vinyl XO-OX Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16626 R2 II EVW0003 RevA 8500HS XO-OX.PDF Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: FL16626 R2 AE PER 2248 Revl 415-0222 HS ss,Ddf Created by Independent Third Party:Yes _ I 16626.2 18500 Series 8500 108 x 60 Vinyl XOX Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16626 R2 II EVW0004 RevA 85001-IS XOX.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: FL16626 R2 AE PER 2248 Revl 415-0222 HS ss,odf Created by Independent Third Party:Yes MCI IEEE Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: Credit Card Safe SeCUTIiy lktETRICS' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6ezU1BUWAG9C6U6kJNDf4tM9gmdu%2b5ngSZg%3d%3d 2/2 1/212018 Florida Building Code Online �.s�- .;. J ; yea arPAPIMelt t OF 4', r,r&z' .:! Business & Professional Regulation xt Ai BCIS Home ' Log In User Registration ' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search apr d ( ProductArovaI 4upsr.ERdtupuctbliAc ,,,,rova, t=1;4:-.= Product Approval Menu>Product or Application Search>Application List>Application History>Application Detail a:opFtCE OF P+sE FL# .6625-R3 sFCR*rtxr Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eagle View Windows and Doors Address/Phone/Email 13340 International Parkway Jacksonville, FL 32218 (904)661-1200 parsenault@evw-corp.com Authorized Signature Paul Arsenault parsenault@evw-corp.com Technical Representative Robert Amoruso Address/Phone/Email PO Box 520775 Longwood, FL 32752-0775 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory S4ngie Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018- Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist- Hardcopy Received Certificate of Independence FL16625 R3 COI CI 2247 Revl 415-0222 SH8500 ss,pdf FL16625 R3 COI CI 2351 Revl 415-0222 SH8600 ss.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S. 2 1997 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtOosHeono4%2fS6e0oUwmi8Psb9sTPrFosFtBPCwrrPhnhOlAo/3rioA Irl 1I1 1/2/2018 Florida Building Code Online Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL16625 R3 COC Affirmation FL16625 417-1005 ss.adf Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/14/2017 Date Pending FBC Approval Date Approved 12/17/2017 Summary of Products FL# Model,Number or Name Description l16625.1 i 8500 Series 8500 44 x 84 Vinyl Single Hung Window I Limits of Use Installation Instructions Approved for use in HVHZ:No FL16625 R3 II EVW0001 RevA 8500SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No.49752 I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: FL16625 R3 AE PER 2247 Revi 415-0222 SH8500 ss.odf Created by Independent Third Party: Yes 16625.2 8500 I Series 8500 48 x 84 Vinyl Single Hung Window Limits of Use j Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0001 RevA 8500SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,P.E.FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +25/-25 Evaluation Reports Other: FL16625 R3 AE PER 2247 Revl 415-0222 SH8500 ss.odf Created by Independent Third Party:Yes 16625.3 18600 Series 8600 44 x 84 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0007 RevA 8600SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E.FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +45/-45 Evaluation Reports Other: FL16625 R3 AE PER 2351 Revi 415-0222 SH8600 ss.odf Created by Independent Third Party:Yes 16625.4 8600 1 Series 8600 44 x 72 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0007 RevA 8600SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert).Amoruso, P.E.FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16625 R3 AE PER 2351 Revl 415-0222 SH8600 ss.odf Created by Independent Third Party:Yes 16625.5 18600 Series 8600 36 x 84 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0007 RevA 8600SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,P.E.FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +55/-55 Evaluation Reports Other: FL16625 R3 AE PER 2351 Revi 415-0222 SH8600 ss.odf Created by Independent Third Party:Yes • Back cm Contact Us::2601 Blair Stone Road.Tallahassee Fl 32399 Phone:850-487-1824 The State of Florida le an AA)EEO employer.Copyright 2007-2013 State of Florida,::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal httos:/lwww.floridabuildina.ora/or/or atm dti.asox?naram=wC'EVXCIwtDosHeonn4%2fSfieDoUwmi8PshORTPrFncFi8Pewr•.rPhnh(31AoA3rlehg,i 7/1 • 5/19/2016 Florida Building Code Online FLORIDA rVN D4AAAT r OP: Business & Professional Regulation trazecir&Sorin D$Fv....DF04101*I516k3 De`partme;t SCIS Home Log In : User Registration Hot Topics Submit Surcharge Stats&Fads I Publications ! FBC Staff BCIS Site Map Links Search Busines Vit.' /y Product Approval Profess' nal 'USER:Public lker Regulation Product Approval Menu>Product or Aophcdtion Search>Application List StifFICEOP THE SECRETARY Search Criteria Refine Search Code Version 2014 FL# ALL Application Type ALL Product Manufacturer Eagle View Windows Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A•'lications _ fiat Ivoe i Manufacturer _ i Validated By Status FL16625- Revision Eagle View Windows f Charles A. Pagen P. E., Ph. D. Fenestration Approved gj Category:Windows i Technology History Subcategory:Single Hung '(941)473-9331 FL16626- Revision Eagle View Windows Charles A. Pagen P. E.,Ph. D. Fenestration Approved 131 Category:Windows Technology History Subcategory:Horizontal Slider I(941)473-9331 }116627- I Revision I Eagle View Windows Charles A. Pagen P. E., Ph. D. Fenestration Approved B I Category:Windows Technology History j Subcategory: Axed (941)473-9331 FL16829- Revision (Eagle View Windows Charles A. Pagen P. E., Ph. D. Fenestration Approved B.1 ;Category:Windows Technology History f Subcategory: Mullions f(941)473-9331 FL17200- Affirmation Ii Eagle View Windows i Charles A. Pagen P. E., Ph. D. Fenestration Approved I$.2 I Category:Exterior Doors 'Technology History ; I Subcategory:Sliding Exterior Door (941)473-9331 f I Assemblies 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Sontd U$::.2940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovoaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click J . Product Approval Accepts: EC 111 liamsccuritv't.;itii�s haps//www.floridabuilcing.org/pr/prapp Istaspx 1/1 . 1/2/2018 Florida Building Code Online KlCR:oA C£PAGiteCsi t 47.1114 0 Business 86 Professional Regulation - -46411 y' 1 __,..- ,, '- '-&Te ' — rtlbt' 14°11 AM1T GSFR-_lie_li�iiiiiiYiii____i11L7sil�il SCIS Home - Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Un16 I Search Florida' 'ir _ . Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application list>Application HistOry>Application Detail pFctc of THE a;.- FL# PU72OO-R5 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eagle View Windows and Doors Address/Phone/Email 13340 International Parkway Jacksonville, FL 32218 (904) 661-1200 parsenault@evw-corp.com Authorized Signature Paul Arsenault parsenault@evw-corp.com Technical Representative Robert Amoruso Address/Phone/Email PO Box 520775 Longwood, FL 32752-0775 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2018` Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist-Hardcopy Received Certificate of Independence FL17200 R5 CO1 CI RevO 415-0503 FL17200 ss.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By httnc•/han.nuflnririoh,'Minn nrn/nr/nr ..nn rill..cnv7na.Am—...C_`CI/Vrushren..(1(ln/'_n.A\/...01AKw7V4C.A..AI•..o/nap/n1.-.1.7n..7.-rIf .-..F%IIC�0/01.40/,fi 4rn 1/2/2018 Florida Building Code Online Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17200 R5 COC Affirmation FL17200 417-1005 ss.odf Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/14/2017 Date Pending FBC Approval Date Approved 12/17/2017 Summary of Products I ! FL# I Model,Number or Name Description 17200.1 i 9500 Series 9500 Vinyl Sliding Glass Door-96"x 96"XX,OX,XO Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0009 RevO 9500SGD XX XO-OX ss.pdf Approved for use outside HVHZ:Yes ; Verified By: Robert).Amoruso,P.E.FL PE No.49752 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +50/-50 I Evaluation Reports Other: FL17200 R5 AE PER 2322 RevO 414-0709 9500-SGD-OX- XX ss.odf Created by Independent Third Party:Yes � l 17200.2 9500 !Series 9500 Vinyl Sliding Glass Door-144"x 96"OXO and 1192"x 96"OXXO Limits of Use I Installation Instructions Approved for use in HVHZ:No FL17200 R5 II EVW0010 RevA 9500SGD OXO OXXO ss.odf Approved for use outside HVHZ:Yes Verified By: Robert).Amoruso,P.E.FL PE No.49752 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+45/-45 Evaluation Reports Other:Without Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2323 Revl 414-0709 9500-SGD-OXO- Drawing No.EVW0010,Sheet 6,Detail A. OXXO ss.odf (( I Created by Independent Third Party:Yes 17200.3 19500 i Series 9500 Vinyl Sliding Glass Door-144"x 96"OXO and 192"x 96"OXXO Limits of Use Installation Instructions Approved for use in HVHZ:No FL17200 R5 II EVW0010 RevA 9500SGD OXO OXXO ss.odf Approved for use outside HVHZ:Yes Verified By: Robert).Amoruso,P.E.FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+50/-50 Evaluation Reports Other.With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2323 Revl 414-0709 9500-SGD-OXO- Drawing No. EVW0010,Sheet 6,Detail A. OXXO ss.odf Created by Independent Third Party:Yes 17200.4 (9500 Series 9500 Vinyl Pocket Sliding Glass Door-144"x 96"XX Limits of Use Installation Instructions Approved for use in HVHZ:No FL17200 R5 II EVW0011 RevO 9500SGD XX-Pocket ss.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,P.E.FL PE No.49752 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +50/-50 Evaluation Reports Other: fL17200 R5 AE PER 2337 RevO 414-0709 9500-SGD-XX- PocketDoor ss.odf Created by Independent Third Party:Yes 17200.5 9500 I Series 9500 Vinyl Sliding Glass Door-144"x 96"XXX Limits of Use Installation Instructions Approved for use in HVHZ:No FL17200 R5 II EVW0012 RevO 9500SGD XXX.odf Approved for use outside HVHZ:Yes . Verified By: Robert J.Amoruso,P.E.FL PE No.49752 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+45/-45 Evaluation Reports Other:Without Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2352 RevO 414-1102 9500-SGD- Drawing No.EVW0012,Sheet 6,Detail A. XXX.odf Created by Independent Third Party:Yes ht$nc•//wwwflnrirlahi'Minn nminr/nr ann rffr nv7Hamm...M/YrouMlnu l/lnlJlh.NhwDUKe7YK^AnfIrsnOL9NOL7L.-.49!!..7-.r Ir11 .r II .W O.ro,O./ nin 1/2/2018 Florida Building Code Online 17200.6 9500 Series 9500 Vinyl Sliding Glass Door- 144"x 96"XXX Omits of Use Installation Instructions Approved for use in HVHZ:No FL17200 R5 II EVW0012 RevO 9500SGD XXX.odf Approved for use outside HVHZ:Yes Verified By: Robert 3.Amoruso,P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +50/-50 Evaluation Reports Other:With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2352 RevO 414-1102 9500-SGD- Drawing No. EVW0012,Sheet 6, Detail A. )CXX.odf Created by Independent Third Party:Yes 17200.7 9500 Series 9500 Vinyl Sliding Glass Door with or without Pocket- 185"x 96"XXXX,XXXXP, PXXXX,XXXO, OXXX limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0014 RevO ss,odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso,PE FL PE No.49752 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: +50/-50 Evaluation Reports Other:With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2443 RevO 415-0503 9500-SGD- Drawing No. EVW0014, Sheet 10,Detail A. )LXXX-PocketDoor ss,odf Created by Independent Third Party:Yes 17200.8 19500 Series 9500 Vinyl Sliding Glass Door with or without Pocket- 140"x 96"XXX,XXXP,PXXX,XXO,OXX Umits of Use Installation Instructions Approved for use in HVHZ: No F117200 R5 II EVW0014 RevO ss.odf Approved for use outside HVHZ:Yes Verified By: Robert 3.Amoroso, PE FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other:With Sill Riser Reinforcement shown on Installation i FL17200 R5 AE PER 2443 RevO 415-0503 9500-SGD- Drawing No. EVW0014,Sheet 10,Detail A. I)(XXX-PocketDoor ss.odf Created by Independent Third Party:Yes 17200.9 9500 I Series 9500 Vinyl Sliding Glass Door with or without Pocket- I 96"x 96"XX,XXP,PXX,XO,OX Limits of Use l Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVWOO14 RevO ss.pdf Approved for use outside HVHZ:Yes ! Verified By: Robert J.Amoruso,PE FL PE No.49752 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +65/-65 ;Evaluation Reports Other:With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2443 RevO 415-0503 9500-SGD- Drawing No. EVW0014,Sheet 10,Detail A. XXXX-PocketDoor ss.pdf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone;85Q-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florda,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: gal CI a "41 el Credit Card Safe Security mrrlucs httne•/h unuflnrirtahnilriinn nen/nrinr arm rill aer.v9n,en,r, ,f fYC ,tr1n,Alrinf_(1.A\/mDtAKe7YfCA,,Gr,,eL Ao%Oh-.L9l-`n7-.I 2A 9/9 ICC EVALUATION Most Widely Accepted and Trusted SERVICE 6 Innovation — RESEARCH LABS ICC-ES Evaluation Report ESR-1172 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 02/2018 This report is subject to renewal 02/2019. DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION JrraCE co REPORT HOLDER: DEMILEC (USA) INC. 3315 EAST DIVISION STREET ARLINGTON, TEXAS 76011 EVALUATION SUBJECT: SEALECTION® 500 SPRAY-APPLIED POLYURETHANE FOAM INSULATION ICC ICCICC LE:SM 5�1 JF� PMG LISTED AIM "2014 Recipient of Prestigious Western States Seismic Policy Council ■�� (WSSPC)Award in Excellence" A Subsidiary of CODE COUNCIL' 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. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied as to any finding or other matter in this ACCREDITED report, or as to any product coveredISO/IEC I/065 the report. Product c,n,l;.„o„Body 81000 Copyright © 2018 ICC Evaluation Service, LLC. All rights reserved. ESICC EVALUATION SERVICE �, • ,o Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1172 Reissued February 2018 Revised May 2018 This report is subject to renewal February 2019. www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 2.0 USES PROTECTION Section: 07 21 00—Thermal Insulation SEALECTION® 500 spray-applied polyurethane foam insulation is used as a nonstructural thermal insulating REPORT HOLDER: material in Type I, II, Ill, IV and Type V construction under the IBC and in dwellings under the IRC. The insulation is DEMILEC(USA)INC. for use in wall cavities, floor/ceiling assemblies, or attics 3315 EAST DIVISION STREET and crawl spaces when installed in accordance with ARLINGTON,TEXAS 76011 Section 4.0. Under the IRC and the 2018 and 2015 IBC, (817)640-4900 the insulation may be used as air-impermeable insulation www.dem 640-49cusa.com when installed in accordance with Section 3.4. The info@demilecusa.com insulation may be used in nonload-bearing, fire-resistance- rated walls when construction is in accordance with EVALUATION SUBJECT: Section 4.5. The attributes of the insulation have been verified as SEALECTION® 500 SPRAY-APPLIED POLYURETHANE conforming to the provisions of ICC 700-2008 Section FOAM INSULATION 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user 1.0 EVALUATION SCOPE of this report. The user is advised of the project-specific 1.1 Compliance with the following codes: provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is • 2018, 2015,2012 and 2009 International Building Code® outside the scope of this report. These codes or standards (IBC) often provide supplemental information as guidance. • 2018, 2015, 2012 and 2009 International Residential 3.0 DESCRIPTION Code®(IRC) 3.1 Materials: • 2018, 2015, 2012 and 2009 International Energy Conservation Code®(IECC) SEALECTION® 500 spray-applied foam insulation is semirigid, low-density, polyurethane foam plastic that is • 2013 Abu Dhabi International Building Code(ADIBC)t installed as a component of floor/ceiling and wall tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced assemblies. The insulation is a two-component spray foam in this report are the same sections in the ADIBC. plastic with a nominal in-place density of 0.5 pcf(8 kg/m3). • Other Codes(see Section 8.0) The insulation is produced in the field by combining a polymeric isocyanate (A-PMDI component, A-Side ISO) Properties evaluated: with a polymeric resin (SEALECTION® 500 B-Side • Surface-burning characteristics component).The insulation liquid components are supplied in 55-gallon (208 L) drums and/or 250-gallon (946 L) totes • Physical properties and must be stored at temperatures between 50°F (10°C) • Thermal resistance and 100°F (38°C). The liquid components have a shelf life of one year when stored in factory-sealed containers at • Attic and crawl space installation these temperatures. • Air permeability 3.2 Surface-burning Characteristics: • Fire-resistance-rated construction The insulation, at a maximum thickness of 6 inches • Exterior walls in Type I through IV construction (152 mm) and a nominal density of 0.5 pcf(8 kg/m3), has a 1.2 Evaluation to the following green standard: flame-spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM • 2008 ICC 700 National Green Building StandardTm E84 UL 723). Greater thicknesses are recognized as (ICC 700-2008) described in Sections 4.3 and 4.4. SEALECTION® 500 Attributes verified: thickness is not limited when separated from the interior of the building by a prescriptive thermal barrier as complying • See Section 2.0 with the IBC or IRC and as described in Section 4.3.1. 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 1111 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC express or implied,as to any finding or other matter in this report,or as to any product covered by the report. COM COUNOr Copyright®2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 5 ESR-1172 I Most Widely Accepted and Trusted Page 2 of 5 • 3.3 Thermal Resistance,R-values: must be applied when the ambient temperature is greater The insulation has thermal resistance (R-value) at a mean than 23°F (-5°C). The insulation must not be used in areas temperature of 75°F(24°C)as shown in Table 1. that have a maximum in-service temperature greater than 180°F (82°C). The foam plastic must not be used in 3.4 Air Permeability: electrical outlet or junction boxes or in contact with water, SEALECTION® 500 spray-applied polyurethane foam rain or soil. The foam plastic must not be sprayed onto a insulation, at a minimum thickness of 3.0 inches (76 mm), substrate that is wet, or covered with frost or ice, loose is considered air-impermeable insulation in accordance scales, rust, oil, or grease. The insulation must be with 2018, 2015 and 2012 IRC Section R806.5 (2009 IRC protected from the weather during and after application. Section R806.4) and 2018 IBC Section 1202.3 [2015 IBC The insulation may be applied to the maximum thickness Section 1203.3], based on testing in accordance with in a single pass. Where insulation is used as an ASTM E2178. air-impermeable insulation, such as in unvented attic assemblies under 2018, 2015 and 2012 IRC Section 3.5 BlazelokT"" IB4 Intumescent Coating: R806.5 (2009 IRC Section R806.4) or 2018 IBC 1202.3 BlazelokTM IB4 intumescent coating, manufactured by [2015 IBC Section 1203.3], the insulation must be installed TPR2 Corporation, is a one-component, water-based liquid at a minimum thickness of 3.0 inches(76 mm). coating with specific gravity of 1.3. BlazelokTm' IB4 is 4.3 Thermal Barrier: supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) drums and has a shelf life of one year when stored in 4.3.1 Application with a Prescriptive Thermal Barrier: factory-sealed containers at temperatures between 45°F SEALECTION® 500 spray foam insulation must be (7°C)and 90°F (32°C). separated from the interior of the building by an approved thermal barrier of 1/2-inch-thick (12.7 mm) gypsum 3.6 BlazelokTM TBX Intumescent Coating: wallboard or an equivalent 15-minute thermal barrier BlazelokTM TBX intumescent coating, manufactured by complying with, and installed in accordance with, IBC TPR2 Corporation, (ESR-3997). is a one-component, Section 2603.4 or IRC Section R316.4, as applicable, water-based liquid coating with specific gravity of 1.4. except where insulation is in an attic SEALECTION® crawl space as BlazelokTM TBX is supplied in 5-gallon (19 L) pails and/or described in Section 4.4. SEALECTION 500 thickness is 55 gallon (208 L) drums and has a shelf life of one year not limited when separated from the interior of the building when stored in factory-sealed containers at temperatures by a prescriptive thermal barrier as complying with the IBC between 45°F (7°C)and 90°F(32°C) or IRC. 3.7 Andek Firegard Intumescent Coating: 4.3.2 Application without a Prescriptive Thermal Barrier: The prescriptive 15-minute thermal barrier may be Andek Firegard intumescent coating, manufactured by omitted when installation is in accordance with this section Andek Corporation, is a one-component, water-based and Table 2. SEALECTION® 500 spray foam insulation coating with specific gravity of 1.37. Andek Firegard is and BlazelokT"" TBX (ESR-3997) or DC 315 (ESR-3702) supplied in 5-gallon (19 L) pails and has a shelf life of one intumescent coating may be spray-applied to the interior year when stored in factory-sealed containers at facing of walls, the underside of roof sheathing or roof temperatures between 45°F(7°C)and 90°F(32°C). rafters, and in crawl spaces, and may be left exposed 3.8 No-Burn®Plus XD Intumescent Coating: as an interior finish without a prescribed 15-minute ® thermal barrier or ignition barrier. The foam plastic No-Burn® Plus XD intumescent coating, manufactured by insulation thickness must not exceed thicknesses stated in No-Burn, Inc., is a translucent aqueous liquid in 1- and Table 2. All foam surfaces must be covered with 5-gallon (3.8 and 18.8 L) pails and 55-gallon (208 L) intumescent coating, described in Section 3.6, at the drums. The coating has a shelf life of three years when minimum thicknesses stated in Table 2. The intumescent stored in a factory-sealed container at temperatures coating must be spray-applied over the insulation in between 40°F(4.5°C)and 90°F(32°C). accordance with the coating manufacturer's instructions 3.9 DC 315 Coating: and this report at a rate stated in Table 2 to obtain the recommended minimum dry film thickness noted in this DC 315, manufactured by International Fireproof section. Technology, Inc., Paint To Protect® Inc. (ESR-3702), is a one-component, water-based, liquid coating with a specific 4.4 Ignition Barrier-Attics and Crawl Spaces: gravity of 1.3. DC 315 is supplied in 5-gallon (19 L) pails 4.4.1 Application with a Prescriptive Ignition Barrier: and/or 55-gallon drums and has a shelf life of one year When SEALECTION® 500 spray foam insulation is when stored in unopened factory-sealed containers installed within attics or crawl spaces where entry is made between 50°F(10°C)to 80°F(27°C). only for service of utilities, an ignition barrier must be 4.0 INSTALLATION installed in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, as applicable. The ignition 4.1 General: barrier must be consistent with the requirements for the SEALECTION®500 spray-applied foam insulation must be type of construction required by the applicable code, and installed in accordance with the Center for Polyurethane must be installed in a manner so the foam plastic Industries Guidance on Best Practices for the Installation of insulation is not exposed. SEALECTION® 500 spray- Spray Polyurethane Foam, the manufacturer's published applied foam insulation as described in this section may be technical data sheet and product application guide and this installed in unvented attics in accordance with 2018 IBC report. A copy of each document must be available at all Section 1202.3 [2015 IBC Section 1203.3] or 2018, 2015 times on the jobsite during installation. and 2012 IRC Section R806.5(2009 IRC Section R806.4). 4.2 Application: 4.4.2 Application without a Prescriptive Ignition The SEALECTION® 500 insulation is spray-applied on the Barrier: jobsite using a volumetric positive displacement pump as 4.4.2.1 General: SEALECTION® 500 spray-applied foam identified in the Demilec application guide. The insulation insulation may be installed in attics and crawl spaces, ESR-1172 I Most Widely Accepted and Trusted Page 3 of 5 without a prescriptive ignition barrier as described in IBC 4.6 Exterior Walls of Type I, II, Ill and IV Construction: Section 2603.4.1.6 and IRC Sections R316.5.3 and When used on exterior walls of Type I, II, Ill and IV R316.5.4, in accordance with Section 4.4.2.2, 4.4.2.3, construction, the SEALECTION®500 foam insulation must 4.4.2.4, or 4.4.2.5, when all of the following conditions comply with Section 2603.5 of the IBC at a maximum apply: thickness of 35/8 inches (92 mm), when installed per the a. Entry to the attic or crawl space is only to service manufacturer's published product application guide and utilities, and no storage is permitted. this section. The potential heat of Demilec SEALECTION® b. There are no interconnected attic or crawl space 500 spray polyurethane foam insulation is 496 Btu/ft2 areas. (5.6 MJ/m2) per inch of thickness when tested in accordance with NFPA 259. c. Air in the attic or crawl space is not circulated to other 4.6.1 Nonload-bearing NFPA 285-tested Wall parts of the building. Assembly: d. Under-floor(crawl space) ventilation is provided when 4.6.1.1 Interior Face: One layer of 5/8 inch thick required by 2018 IBC Section 1202.4 [2015 IBC mSection 1203.4 (2012 and 2009 IBC Section 1203.3)] C136 6 or ASTM ASTM C1396), Type X S installed withhemum wallboard ying long dimensiowith ns or IRC Section R408.1,as applicable. perpendicular to 35/8-inch-deep (92 mm), 20 gage steel e. Attic ventilation is provided when required by 2018 studs spaced a maximum of 24 inches (609 mm) on IBC Section 1202.2.1 [2015, 2012 and 2009 IBC center. The wallboard is attached with 11/4-inch-long Section 1203.2] or IRC Section R806, except when (31.8 mm), bugle head screws located 8 inches (203 mm) air-impermeable insulation is permitted in unvented on center along the perimeter and 12 inches on center attics in accordance with 2018 IBC Section 1202.3 (305 mm) in the field of the wallboard. Wallboard joints [2015 IBC Section 1203.3] or 2018, 2015 and 2012 must be taped and treated with joint compound in IRC Section R806.5(2009 IRC Section R806.4). accordance with ASTM C840 or GA-216. Fastener heads f. Combustion air is provided in accordance with IMC must also be treated with joint compound in accordance (International Mechanical Code®)Section 701. with ASTM C840 or GA 216. 4.4.2.2 The insulation must be covered on all surfaces 4.6.1.2 Stud Cavity: SEALECTION®500 foam insulation, with a fire protective coating at the minimum thickness set in a maximum thickness of 35/8 inches (92 mm), is spray- forth in Table 3. applied in all stud cavities. 4.4.2.3 The maximum installed thickness of the insulation 4.6.1.3 Exterior Face: One layer of 5/8-inch-thick must not exceed the thicknesses set forth in Table 3. (16 mmn GP DensGlass®sheathing attached to steel studs using 1 14-inch-long (31.8 mm), self-tapping screws spaced 4.4.2.4 The coating must be applied over the insulation in 8 inches (203 mm) on center along the perimeter and accordance with the coating manufacturer's instructions 12 inches on center(305 mm) in the field of the sheathing. and this report. Details of the exterior wall covering must be provided by 4.4.2.5 Use on Attic Floors: SEALECTION® 500 spray- the report holder, designer or specifier to the code official, applied foam insulation may be installed at a maximum with a fire engineering analysis demonstrating that the thickness between and over the joists in attic floors as set addition of the wall covering will not negatively affect forth in Table 3. All exposed foam plastic surfaces must be conformance of the assembly with the requirements of IBC covered with a minimum nominal thickness of the fire Section 2603.5. protective coatings as set forth in Table 3.The intumescent 5.0 CONDITIONS OF USE coatings must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. SEALECTION®500 spray foam insulation described in this report complies with, or is a suitable alternative to what is 4.5 One-hour Fire-resistance-rated Wall Assemblies specified in,those codes listed in Section 1.0 of this report, (Nonload-bearing): subject to the following conditions: SEALECTION® 500 foam insulation may be used as a 5.1 The products must be installed in accordance with the component of a one-hour fire-resistance-rated, nonload- Center for Polyurethane Industries"Guidance on Best bearing wall assembly as described in this section Practices for the Installation of Spray Polyurethane (Section 4.5). Foam", the manufacturer's published technical data 4.5.1 Interior and Exterior Face: One layer of 5/8-inch- sheet and product application guide, this evaluation thick (16 mm), Type X gypsum wallboard complying with report and the applicable code. If there are any ASTM C36 or ASTM C1396 is installed on the interior and conflicts between the manufacturer's published exterior side of nominally 2-by-6, No. 1, Southern yellow installation instructions and this report, this report pine wood studs spaced 16 inches (406 mm) on center. governs. The wallboard is attached with 15/8-inch-long (41 mm), 5.2 The insulation must be separated from the interior of coarse-thread drywall screws located 8 inches (203 mm) the building by an approved 15-minute thermal on center along the perimeter and 12 inches on center barrier, except when installation is as described in (305 mm) in the field of the wallboard. Wallboard joints Sections 4.3.2 or 4.4.1 through 4.4.2.5. must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Fastener heads 5.3 The insulation must not exceed the thicknesses noted must also be treated with joint compound in accordance in Sections 3.2,4.2,4.3,4.4,4.5, and 4.6. with ASTM C840 or GA-216. 5.4 The insulation must be protected from exposure to 4.5.2 Stud Cavity: A nominally 51/2-inch (140 mm) weather during and after application. thickness of SEALECTION® 500 foam insulation is 5.5 The insulation must be applied by contractors spray-applied in all stud cavities. authorized by Demilec(USA) Inc.Use of the insulation ESR-1172 I Most Widely Accepted and Trusted Page 4 of 5 in areas where the probability of termite infestation is No-Burn® Plus XD intumescent coating is identified with "very heavy" must be in accordance with IRC Section the manufacturer's name (No-Burn, Inc) and address, the R318.4 or 2018, 2015 and 2009 IBC Section 2603.8 product trade name,and use instructions. (2012 IBC Section 2603.9),as applicable. 8.0 OTHER CODES 5.6 When use is on exterior walls of buildings of Type I, II, 8.1 Evaluation Scope: III, and IV, construction must be as described in Section 4.6. In addition to the codes referenced in Section 1.0, the 5.7 See Section 4.5 for the fire-resistance-rated wall products recognized in this report have also been assemblies. evaluated in accordance with the following codes: • 5.8 Jobsite certification and labeling of the insulation must 20061ntemational Building Code®(2006 IBC) comply with 2018 or 2015 IRC Section N1101.10, ■ 2006 International Residential Code®(2006 IRC) 2012 IRC Section N1101.14 (2012 IRC Sections • 2006 International Energy Conservation Code® N1101.12.1 and N1101.12.1.1 or 2009 IRC Sections (2006 IECC) N1101.4 and N1101.4.10)], 2018, 2015 or 2012 IECC Sections C303.1, R303.1 and R401.3 [2009 IECC ■ 2003 International Building Code®(2003 IBC) Section 303.1 and 401.3], as applicable. • 2003 International Residential Code®(2003 IRC) 5.9 The insulation is produced in Arlington, Texas, • 2003 International Energy Conservation Code® under a quality-control program with inspections by (2003 IECC) ICC-ES. 6.0 EVIDENCE SUBMITTED 8.2 Uses: 6.1 Data in accordance with the ICC ES Acceptance The products comply with the above-mentioned codes as described in Sections 2.0 through 7.0 of this report except Criteria for Spray-applied Foam Plastic Insulation as (AC377), dated April 2016 (editorially revised April noted below: 2018), including reports of tests in accordance with • Application with a Prescriptive Thermal Barrier: See Appendix X. Section 4.3.1, except the approved thermal barrier must be installed in accordance with Section R314.4 of the 6.2 Reports of fire propagation characteristics tests in 2006 IRC or Section R314.1.12 of the 2003 IRC. accordance with NFPA 285. • Application without a Prescriptive Thermal Barrier: 6.3 Reports of air leakage testing in accordance with See Section 4.3.2. ASTM E283. • Application with a Prescriptive Ignition Barrier: See 6.4 Reports of air permeance tests in accordance with Section 4.4.1, except attics must be vented in ASTM E2178. accordance with Section 1203.2 of the 2006 and 2003 6.5 Reports of room corner tests in accordance with IBC or Section R806 of the 2003 IRC, and crawl space NFPA 286. ventilation must be in accordance with IBC Section 6.6 Reports of tests in accordance with ASTM Eli 9. 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. Additionally, an ignition barrier must be 6.7 Reports of potential heat tests in accordance with installed in accordance with Sections R314.5.3 or NFPA 259. R314.5.3 of the 2006 IRC or Section R314.2.3 of the 7.0 IDENTIFICATION 2003 IRC,as applicable. • Application without a Prescriptive Ignition Barrier: Components of the spray foam insulation are identified with See Section 4.4.2, except attics must be vented in the manufacturer's name (Demilec (USA) Inc.), address accordance with Section 1203.2 of the 2006 and 2003 and telephone number;the productt name(SEALECTION® IBC or Section R806 of the IRC, and crawl space A PMDI or SEALECTION® 500 B-Side); use ventilation must be in accordance with Section 1203.3 of instructions; the density; the flame-spread and smoke the 2006 and 2003 IBC or IRC Section R408, as developed indices; the date of manufacture; thermal applicable. resistance values; and the evaluation report number (ESR-1172). ■ Protection against Termites: See Section 5.6, except International Fireproof Technology, Inc. /Paint to Protect use of the insulation in areas where the probability of Inc., DC 315 coating is labeled with the manufacturer's termite infestation is "very heavy" must be in name and address; the product name; the date of accordance with Section R320.5 of the 2006 IRC or manufacture, the shelf life or expiration date; the Section R320.4 of the 2003 IRC. manufacturer's instructions for application, and evaluation ■ Jobsite Certification and Labeling: See Section 5.9, report number(ESR-3702). except jobsite certification and labeling must comply TPR2 Corporation Blazelok TBX coating are labeled with with Sections 102.1.1 and 102.1.11, as applicable, of the manufacturer's name and address; the product name; the 2006 IECC. the date of manufacture, the shelf life or expiration date; the manufacturer's instructions for application, and the evaluation report number(ESR-3997). ESR-1172 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(`F.ft2.hlBtu) 1 3.8 3.5 13 4 15 5.5 21 7 27 9.5 36 10 38 11.5 44 14 52 For SI: 1 inch=25.4 mm;1 °F.ft.h/Btu=0.176 110°K.m2NV. 1R-values are calculated based on tested K-values at 1-and 4-inch thicknesses. TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER' Maximum Fire Protective Coating 2 Maximum Insulation Insulation (Applied to all Foam Surfaces) Coating Thickness(in.) Thickness(in.) Minimum Coating Minimum Coating Wet Minimum Vertical Surfaces Ceiling Surfaces Dry Film Thickness(mils) Film Thickness(mils) Application Rate Blazelok TBX 71/2 111/2 11 17 1 gal/85 ft2 DC315 71/2 111/2 12 18 1 gal/90 ft2 For SI: 1 inch=25.4 mm;1 gal=3.785 L;1 ft2=0.093 m2. 'See Section 4.3.2. 2.See Sections 3.6,3.7,and 3.10. TABLE 3—ATTIC OR CRAWL SPACE ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRIER' Maximum Insulation Maximum Fire Protective Coating Coating2 Thickness(in.) Insulation (Applied to all Foam Surfaces) Vertical Surfaces and Thickness(in.) Minimum Coating Minimum Coating Minimum Attic Floors Ceiling Surfaces Dry Film Thickness Wet Film Thickness Application Rate Blazelok 184 91/4 111/4 5 9 1 gal/175 ft2 Andek Firegard 91/2 111/2 10 20 1 gal/100 ft2 No-Burn Plus 91/2 111/2 6 10 1 gal/160 ft2 XD DC 315 71/2 111/2 3 4 1 gal/360 ft2 For SI: 1 inch=25.4 mm;1 gal=3.785 L;1 ft2 0.093 m2. 'See Section 4.4.2. 2.See Sections 3.5,3.8,3.9 and 3.10. MIAMI•DADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No.PNL,PLK& SOFF,titled"HardiePanel,CemPanel,Prevail Panel; HardiePlank,CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel; Installation Details Wood/Metal Stud Construction",sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald I. Ogawa,P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida,and the following statements: "ASTM C 1 186 Type A compliant"and"Miami-Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC I710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MANMADE COUNTYNOA No. 17-0406.06 APPROVED' I Expiration Date: May 1,2022 �I!>• Approval Date: May 4,2017 04!2,7/2017 Page 1 James Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD, Test Report No. 100733361C0Q-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202 &203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #15-0122.04" 1. Statement letter of code conformance to the 5th edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 04 Carlos M. Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1,2022 Approval Date: May 4,2017 E-1 WALL LENGTH SEE PRO L CLT. .SC�PT10�1 Stud Spacing at W O.C. HardiePanelft,Cempanel®,& DETAIL A prey ®Panel Siding materials are B t I /� nonasbestos fiber-cement products �_ //��.fi� • �• 518"eldk/5 pIy APA rated tested In accordance with ASTM 1 ____-.�E• '! :1 1 i..._._._--1- tGAW"Q41" - , •I• plywood sheathing in C1186 Grade 11,Type with d meeting •1- 1 I- +00. \, +••., " . accordance with Florida the requirements of the Florida {. 1., ��' .1 "•�� ry t3wldng Code Section Building Code. SO eiallOring I '! \� ,A �,v ► i, I 23223WALL Moil `:'11•C/ �i , Water-resisfrve Width Length Thickness ;4111 ' ;.• barrier per Florida 4' 8,9,10' 5115' HEIGHT i� 651 it 1 y y S• �� •�r ti. �, Building Code By ..,"1:11.-4."' •1 ''' ••••••......_:.....-- �j S).-- c �i Seccon 1404.2 i '9"1"-. � �� LIMON PRESSt�$g.$A'TV�Cx mime ' > iF 'K---�•' Installation Design Pressure I l. ��, ssl' �- 2"X 4 s-P-F Wood Studs -76 psi i �,. , Wood Studs l' ---moi PRODUCT RENEWED i HardiePaner, Impact Resistant- as complying with the Florida B --, e r'TIQ,KI I__3 Cempanel, Planks installed over 5/8"thick/5 ply Building Code Nails at 16' Q.C.(typ.) pip pacel APA rated plywoodng NOA-No. 17-0406.06 3/8"Minimum Edge Distance eSkiing re Expiration , ,te05101/2022 By �j�, - 9148 Sheathing fastener,as described in IARDI_EPAR E.1,,_c _PANEL•,PRE_AILEA_HE4.I1Ir_Q_RIS LLIA.110. _DETA1.45 • All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's Miami-Da. Product Control ''� Note 1 installation recommendations,and the applicable sections of the Florida Building Code. /r� �N� • Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be /. • \ Panel fastener,as described in designed by an Engineer or Architect per the Florida Building Code and the requirements of this _ego �. Note 2 • [Note 1]518'thick!5 ply APA rated plywood sheathing shall be attached to the studs in PRSucr REVISED accordance with Florida Building Code Section 2322.3. 'llissi grabop& �`falt ` • The siding panels shall be installed over 5/8"thick/5 ply APA rated plywood sheathing supported / y - �.... 1 HardiePanel,Cempanel, by a minimum of 2"X4"S-P-F wood studs spaced a maximum of 16"O.C. L7 r If 7Prevail Panel Siding • [Note 2]The siding panel fastener shall be a 2"long,0.223"head diameter,0.092"shank dr 6r! ! diameter,corrosion resistant siding nail;the fasteners shall be spaced at 6"O.C.at panel edges Roam*r mpordfl and intermediate studs;the fasteners shall be driven through the 5/8"thick/5 ply APA rated ' plywood sheathing into wood studs located at 16"O.C. Water-resistive barrier per • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from\. Florida Building Code Section corners. \` . / 14042 \ '� E i� 0, •• HARDIEPANEL,CEMPANEL,PREVAIL PANEL `�_ 5/8"thick/5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened in i ,' James Hardie Building Products,Inc. accordance with Florida Building , • '`, 1i � 10901 Elm Avenue Code Section 2322.3 raesHatrcr> Fontana,CA 92337 2"X 4"S-P-F Wood Studs Phone:909-356-6300 SIZE ' FSCPI NO DWG NO REV The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 • by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator:E.Gonzales SCALE 1/2"=1'-0" Date:4/24/2013 SHEET 1 OF 12 Fastener Spacing per Florida cladding Building Code Section 2322.3 .- ♦--16.O0in. ►f • • • . r • .'�`� ' I , I • L I. . / Framing '1I PRODUCT REVISED T 1• Fastener Spacing per Florida Sheathing e aumplfi+ei;with the•F7oridit Budding Code Section 2322.3 Acarptanse No • • /' •., 4:11MY-%] I ! ,fit i is i ' .. • PRODUCT REVISED PRODUCT RENEWED �� •' ••. Edi Wadi drOcei8a as complying with the Florida ` w H•a7dme Code ,, A(/.4�7 Building Code NO, . 1 ••� • Aocerc°13o 17 0 • NOA-No. 17-0406.06 • • • * By I� Expiration e05/01/2022 ( �'. ST' 041cFtit,• t tiaati •'' Prodsta ...• By • •I w�p F� '�jMiami-��a duct Control •i - .e .. O••• `• 0.1-449 r.( . -- slONA•�r11, FRAMING • NOMINAL 2"X 4"S-P-F WOOD STUDS O.C.FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOMMl2CONNECTION)WITH O ' COMMON NAILS(2 PERR TOP AND NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) = THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHIN.a CEMPANEL,PREVAIL PANEL ■ NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL, SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION gt,ApOLNG James Hardie Building Products,Inc. DIAMETER,0.092 • THE PANEL IS FASTENED WITH 2"LONG,0,223"HEAD „SHANK DIAMETER, CORROSION JamesHardi'e 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6"O.C.AT Fontana,CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-6300 SIZE FSCld NO DVP3 NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator:E.Gonzales SCALE 1"=1'-0" Date:4/24/2013 SHEET 2 OF 12 141 WALL LENGTH SEE ODU QB1 �F ?�( Stud Spacing at 16"O.C. DETAIL A Har lePanet®,Cempanel®,&Plevait® Panel Siding materials are nonasbestos B�'f . fiber-cement products tested in i. 618"thick/5 ply APA rated 4t---"--"it-----i—i-1--. - '-T 1--__:... -_-,._.,�i_;1.,,,,:me , ' py�,00d sheathing fastened accordance with ASTM C1166 Grade R, • I. 1-i W,`�- ��i�r G G ��' F` I to metal studs as described Type A and meeting the requirements of s $ •• • ' the Florida Building Code. 3 ; eitooVcrREV �1 t i.t •^. \ in Nnte 1 i 1 i w Cy'a with Florida �t�� IN..t. 'R. •t ti i iStiVe EAbt1;�4RLl►Li t�6SlONS 1 I j cxpe No/,gif 1/.,,7 1 ` I N0. r 4 ,1 barrierper>±orlda Width Length Thickness WALL . . a... ...•, • i rr Wim • t •\' 4' 8,9,10 5/16" HEIGHT I :�,,, i I � * : I( `fir w Building Code ' ■+fr• Pro uos centra - :E STATE i •'Q*4' Z Section 1404.2 RESIG_I PRESSURE i9TJN • i i ! `• . F i � installation Design Pressure i � i i �,ci L O R V A toga.3-�5/8"X 1-5/8" Metal Studs -104 psf •_ i •I k � _` �,S'•.......7 � Metal C-stud _ _� _ -__ •1-1"---'---'�� /� �r1Impact Reslstant- ;�.__-.�. - - • ..- i0 HardiePanel, - ''��,��• 51~�TLaJ�LB-@ Panel installed over 5/8"thick/5 ply Cempanel, B Prevpti Panel APA rated plywood sheathing • Nails at6"O.C." ) 3/8"Minimum Edge Distance Siding EtA.Rp lotgLyCEMPAREI,-.PaEmAt kNEL51DFNG ul$T}_lLLai_t'_N DETAILS ■ All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's PETA11-6 installation recommendations,and the applicable sections of the Florida Building Code. ,��--- ----� Metal studs where HardiePanel,Cempanel, Prevail Panel Siding will be Installed shall be • �i - , Sheathing fastener,as designed by an Engineer or Architect per the Florida Building Code and the requirements of this •____ARE ® ` described in Note 1. N.O.A. ��ing�vit►�Florida � • [Note 1]5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at B"oc a \� Panel fastener,as described in at panel edges and all intermediate supports using a No.8-18,0.315"head diameter x 1-1/4"long • No A.-0 r ' \ Note 2 bugle head screw a • ' .% ,fal �• .7 •s ■ The siding panels shall be installed over 5/8"thick/5 ply APA rated plywood sheathing �...% \ supported by a minimum 20ga,Nominal 3-,5/8"X 1-5/8"Metal C-studs spaced a maximum of 16" F f. Procftset Caaral Q C HardiePanel®Siding [Note 2j The siding panel fastener shall be a minimum No.8-18,0.315"head diameter X 1-518" long"ribbed bugle head screw(*or screw shall have at least 3 full threads penetrating.metal v 1 , framing),the fasteners shall be spaced at 8"O.C.at panel edges and Intermediate studs;the ign't 11 / fasteners shall be driven through the 5/8"thick/5 ply APA rated plywood sheathing into metal �� Water-resistive barrier per studs located at 16"Q.C. � Florida Building Code Section . Fasteners shall have a minimum edge distance of 318"and a minimum clearance of 2"from ,� 1404.2 corners. ` • � , ��/ ca• HARDFEPANEL,CEMPANEL,PREVAIL PANEL ` 5/8"thick l 5 ply APA ratedgi . INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED — ph�mod sheathing fastened as complying with the Florida to metal studs as described - James Hardie Building Products, Inc, Building Code 17-0406.06 in Note 1. 10901 Elm Avenue NOA-N ,JarnesHa�rd�e� Fontana,GA 92337 Expiration D e05/01/2022 20ga,3-5/8"X 1-5/8"Metal C-stud Phone:909.356-6300 SLZE FSCM NO DWG NO REV The wall and soffit frames are to be designed Fax 909 427-0654 A PNt-PLK-SOFF 1 By j4�� by the Architect or Engineer of Record in - Miem •a•e Product Control . compliance with the Florida Building Code. Creator.E.Gonzales SCALE 1/2"Q 1'-0" Date:4/24/2013 SHEET 3 OF 12 Cladding --.- 6.00in. 1-4- -*---16.001n.--.- V 1 . T .1 I 'I • 6.001n. 1 I1 I !.1 Framing I I .1 '1 1.1 I I I I 1 I I 11 i. I•I 'T" 1•� 1.1 Sheathing ,001 En. PRODUCT RENEWED I I 6 as complying with the Florida 1 I I Building Code1 I. I + • I.I NOA-No. 17-0406.06 • -Z- I I Expiration I te05/01/2022 8 00in 1 j i i dri• __�_ 1 1.1 I•I Miami educt Control 1 I I I 1 I it i it OGA „ +' I 1 ti ! • i•IXIE:44 ”REVISED i.I f•I ��t ' ,91 • pl; a iyi s wait or •nawiying with Its Florida I I `,� J'. �• S . st<iY�B wide Bre Kidd Build*Oxie @sldd►rgC,odA I I ` :. 1 Arecptiator No /� 1311 a �+ +.�.e 7404f- j , I.I •f ! Nola 121 Expiz*Ioa •.• I Walt 7 Doc : I • By /Maims Ir Proanct Centro! ' ' 'Product 1 1 H -o ti STATS '�G, 1'1 "'?",---YO, •./.--1.0 RO\it(4111, 1 I "• S/p N A� • --''°, FRAMING • NOMINAL 20 GAUGE 3-5/8°'X 1-5/8"STEEL STUDS 16"O.C. FASTENED WITH 5/8"WAFER HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION)ARCHITECT OR ENGINEER OF RECORDIN DESIGNED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ■ THE WALLANDSOFFITFRAMES ARE TONOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SFLF_,&ThW G • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT PANEL , CEMPANEL,PREVAIL PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A 1 NO.8-18,0.315"HEAD DIAMETER X 1-1/4"LONG BUGLE I INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW CLADDINGJames Hardie Building Products,Inc. I. THE PANEL 1S FASTENED WITH NO.8-18,0.315"HEAD '. 10901 Elm Avenue DIAMETER X 1-5/8• LONG CORROSION RESISTANT J'� t11QStiaCt fe: 7 RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT Fontana,CA 923337 LEAST 3 FULL THREADS PENETRATING THE METAL Phone:909-356-6300 size 4 nail NO • FRAMING), PLACE SCREWS 6"O.C.AT PANEL EDGES Fax 905-027-0634 A 1 PNL-PLK-SOFF AND INTERMEDIATE STUDS Creator:E.Gonzales snr.Le 1"=1.-0" 4 Date:4124!2013 sHF.�T 4 OF 12 WALL LENGTH- - SEE �RO�UQT DizSCF(EJO.L Stud Spacing at 16"0.C. FAIL A Hardief'fank®,Certpianlc®,& B 4----i _4_,...____0.i Prevail®Plank LapSiding materials _�_��__ __ .____ :_I_..____.-- i"=.` 518"thick/5 ply APA ae ° In stos fiber-cement accordance-- -i r j ` products an with _i l r r��! 1 (� 1 plywood ASTM C1186 Grade II Type A and _ j j sheathinin g I r ( , meeting the requirements of the ,1 I iI iI � � i1 �niii�J g !1 irii.�► ►J.� accordance with Florida Building Code. L__.—!!!.--1—.......' 'l r41 • 1 I'I oil :GAWA- •-�--�— '�, Florida Building Cale { i i i !I Fkxrda►' i ,�� ' t I•. _i t Section 2322.3 P. ELL.PJl1�F�SIQN_$ WALL ` i ° Water-resistive I Width Length Ttiu�Cness I HEIGHT 1 I.j i I I F•.xpiTlico' L7I 1; Ar. 1� ! barrierparF[orida 59-112' 12' 5/16" ' ,'j ., By '+'11 1, 2' !i it Building Code { i 1 Mimi ,ad,prod,,tt Control I h i i * •; ; , Section 14042 jl JQN PRBSSURE R.Afl j. I i•i 1 i•-• ' - I-1 4 ccii 2°X 4°S-P-F installation Design Pressure I _.._1 I __1 L____-_ ..ti ____ -_--_ _------_-- 1 ,_-a 5 I `�� * woos Studs woad studs -92 psf . It i -i - u :F-E.. -\Ilt,�,*. , .. ; - -;:----.5`9,9/ S,S `�� ;e� Lap Siding Impact Reslstant- B-4--� HH /0 N A r e , Planks Retailed over 518"think/5 ply Nails at 16"0.C.(typ.) ""'",,,,,,,N11r i SE.Q7Jp 3!4 Minimum Edge Distance JEt& 1-114"tall X 5/16" APA rated plywood sheathing thick starter strip •QETAI.L,A Sheathing fastener,as NARDI.BPIANKs_CEMPLAyK_PREV LI.._LAP_S1DINGJ. S?Al-IATJ_O_ILD )U.iS. _ described in Note 1 • All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's ,,• '� installation recommendations,and the applicable sections of the Florida Building Code. ,� �. " Wood studs where HardiePlank,Cemplank,Prevail Lap Siding will be Installed shall be designed by an . r \. Engineer or Architect per the Florida Building Code and the requirements of this N,O.A. / \. • (Note 1]5/8"thick/5 ply APA rated plywood sheathing shall be attached to the studs in accordance \ Siding fastener,as with Florida Building Code Section 2322.3. / Pita�aEvLSr� `� described in Note 2 " Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4"wide • with Be Florida \ laps at the top of the plank such that the exposure area of each plank is 5 8-1/4"vertically. _____ y, � . / HardiePlank, • (Note 2]The siding fastener shall be a 2•-1/2"long,0.223"head diameter,0.092"shank diameter, B�'�NO• , ,127, 'r7ir Cemplank, Prevail corrosion-resistant siding nail;The siding is fastened s 8-1/4"O.C.vertically and 16"O.C.horizontally; t " , Lap Siding fasteners are driven into wood studs through 5/8"thick/5 ply APA rated plywood sheathing,fasteners BY \ 41 , ' . are placed in the overlapping area approximately 3/4'from the bottom edge of the overlapping plank. Maud go ‘ r'rt+diorCeseel • Vertical joints shall be placed over studs. / Water-resistive barrier • The planks shall be Installed over 5/8"thick/5 ply APA rated plywood sheathing supported by a ‘\ / per Florida Building minimum of 2"X4"8-P-F wood studs spaced a maximum of 16"O.C. A /, • Fasteners shall have a minimum edge distance of 3/8". • Code Section 1404.2 \\\ ,/' , ' HARDIEPLANiC,CEMPIANK,PREVAIL LAP SIDING � N.. 5/8"thick/5 ply APA rated • ~ �--- plywood sheathing fastened '. INSTALLATION DETAILS WOOD STUD CONSTRUCTION i in accordance with Florida `i PRODUCT RENEWED James Hardie Building Products, inc. as complying with the Florida Building Code Section 1 � 10901 im Avenue Building Code 2322.3 Ja niesHalydie. NOA-No" 17-0406.06 Fontana,CA 92337 Expiration 14:to 05/01/2022 2"X 4"S-P-F Wood Studs -phone:909-356-6390 SIZE Fs+~M NO cWa NO REV By /4.0 '' The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 Miami • :•e Product Control by the Architect or Engineer of Record in I compliance with the Florida Building Code. Creator E. Gonzales SCALE 1/2"=1',-0" Date:4124/2013 sHeer SOP 12 { Fastener Spacing per Florida I _, Building Code Section 2322.3 -*----18 in 0C-0- Cladding II _ • . Framing • `- - -, ,` } Fastener Spacing per Florida Sheathing PRODUCT RENEWED Building Code Section 2322.3 as complying with the Florida Building Code . NOA-No. 17-0406.06.._____.__ 0.75in--- i'——Expiration D.,a 05/01/2022 By -fil%AP Miami-, : Product Control PRODUCT'REVISED 9a ooyl with 1t rIaida AcensWeire No r -e-IL 07 ,11),,,,,,,,., By Ei PRODUCT DEVISED fit,+ '5,�. 58.25in. 1.„4-..• a ode Product Coeteod ■s comply*"with file Florida. `�� • '`' �� A ,oCoda 1 -orz �� No. ��121 ,' • i By 'ii.::- : -13'; STATE OF 'Q �`' !� FRAMING. J• .• •./e Prodwl d _ - <C, !� V • NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C. FASTENED 'Sts,ON..I_•�Gy� WITH 3-1/2"16d COMMON NAILS(2 PER OP ANDA I�ilis BOTTOM CONNECTION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND G� Vl�lr(LOAD ARE = BYYE THE ARCHITECTL AND SOFFIT FRAMES ARE TO BC DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE H,F,A'TH�NC3 • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA • /; HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION c.JIiGD, • PLANKS OVERLAP 1-1/4" i James Hardie Building Products,Inc. • THE EXPOSURE IS 58-1/4" • THE PLANKS ARE FACE NAILED WITH 2-1/2°LONG,0.223" JamesHardie: 10901 Elm Avenue HEAD DIAMETER,0.092"SHANK DIAMETER,CORROSION- Fontana,CA 92337 RESISTANT SIDING NAILS, PLACED 3/4"UP FROM THE Phone:909-356-6300 Si7F FSCMNO DWG NO REV BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909.427-0634 A PNL-PLK-SOFF 1 Creator:E.Gonzales scuE 1"=i'-o Date:4/2412013 SHEET 6 OF 12 Stud Spacing at 16 O,C WALL LENGTH ►- SEE PI3,4QIJCT D_E_SCC21PTi, N Bim- I DETAIL A HardiePlank®,Cemplank®,and 1 ' /-�, 5/8"t 5plyAPA Lap Siding materials hick/ Prevails Plankidi ate -----_-__. -7, --_--- ._.., . ,._ .- ... .r. ---_---_--_•� are nonasbestos r-ce ent i 7 "`rT--- i r rated plywood products tested in accordance with 11.� .: y t.c i j i \• sheathing fastened 1 i t I + to metal studs as ASTM 01188 Grade I!,Type A and I !f 1 riiri��i,� meeting the requirements of the as! _1 i 1 rC-ag a«ii+Li o Sorin. rl�l��/1 , i4�, - described in Note 1 Florida Building Code. 11 A 0�: Q�• ` • Water-resistive WALL .i l•i I• jai*, ,1/45-u 4'7 `o i' �`• N• ---,(.4.-i _ - barrier per Florida ELANKDLMENSIQ.N HEIGHT I 1; I ; )E]tpi�,�Fioo • .- ,4.,07 _ �� I • I Building Code Width Length Thickness 1 I I.1 tsy ....# 1. I.� ; �i 21 t`. Section 14042 s g-112" 12' 5/18" 1 ;i ..•, 'Me Como! l * •:�I *I i :i,,� \ 20ga,3.5/8"X 1.5/8 • DESIGN PFt SSU$F_�ADNS • I'l i �'� i i -v ;I �C,swd Installation Design Pressure Fi STATE i 1. :1 i1 i) y• YMetalu -9 t i (��F = �. ��.. 1�___ __U_----___-yl_---._-____lam t - • CORM/72- �4/ �� \HardiePlank, St d5 2 psi <"58/." j;f‘ Cemplank,Prevail B 4-1 -4'1QNA�. I III} CTIA Lap Siding Impact Resistant-- 3/4"Minimum Edge Distance Nails at 16"O.C,(typ") �.��/NA\ L411-114"tall X 5/18" Planks installed over 5/8"thick/5 ply thick starter strip APA rated plywood sheathing per�LA F1A_F DIPLANIS CEIIIIPLA_IS,PREi/A1L`I-AP PING 1NATALLATIQNQEi9( amw '-, All installation shall be done in conformance with this Notice of Acceptance,the manufacturers Installation /l , �,N Sheathing fastener,asrecommendations,and the applicable sections of the Florida Building Code. ,/ Ili described in Note 1 • Metal studs where HardiePlank,Cemplank,Prevail Lap Siding will be installed shall be designed by an PRtEbt1CT • -hsm �. Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. zioostringplying ith ike Merida \\ • [Note 1]5/e"thick/5 ply APA rated plywood sheathing shall be attached tO metal studs at 6"oc at panel r11 \ Siding fastener,as edges and all intermediate supports using a No.8-18,0.315"head diameter x 1-1/4"long bugle head screw /AeOOI'i°DR S..i • • •• •.elig ie \ - described in Note 2 " Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4'wide laps at ,1> the top of the plank such that the exposure area of each plank Is s 8-1/4"vertically. +r=:5:""- I • tNote 21 The siding fastener shall be a minimum No.8-18,0.318"head diameter X 2-1/4"long*bugle head Mend ' ' ' Crewel 1 , screw over metal studs("or screw shall have at least 3 full threads penetrating metal framing);The siding is HardiePlank, fastened 5 8-1/4"O.C.vertically and 16"O.C.horizontally;fasteners are driven into metal studs through 5/8" 1 Cemplank, thick!5 ply APA rated plywood sheathing,fasteners are placed in the overlapping area approximately 3/4" \ 11/ Prevail Lap Siding from the bottom edge of the overlapping plank. vertical joints shaft be placed over studs. \ Water-resistive ' The planks shall be Installed over 5/8"thick 15 ply APA rated plywood sheathing supported by a minimum �. 20ga,Nominal 3-5/8"X 1-5/8"Metal C-studs spaced a maximum of 16"O.C. N 0 , barrier per Florida • Fasteners shall have a minimum edge distance of 3/8". ,....` Building Code , --_____— Section 1404.2 C HARDiEPLANK,CEMPLANK,PREVAIL IAP SIDING 5/8"thick/5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened to as complying with the Florida metal studs as described in James Hardie Budding Products,Inc. ' Building Code Note 1 Ja esHardie 10901 Elm Avenue NOA-No. 17-0406.06 Fontana,CA 92337 Expiration 05/01/2022 20ga,3.5/8"X 1-5/8"Metal C-stud Phone:909-356-6$00 SIZE 1 FSCN!NO ' ONO 1 REV k The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF 1 By by the Architect or Engineer of Record in . • Miam • .d. Product ControlCreator.E.Gonzales 1 compliance with the Florida Building Code. sr 1/2"=1'0" Date;4/24/2013 axe 7 OF 12 H6.00in. 14-- .-----15 in.OC +I Cladding I 6.00in. . _.L_ . •1 Framing :----________________L:L________,..._ "{ 6.001.00 I Sheathing PRODUCT RENEWED I as complying with the Florida r ' Building Code iNOA-No. 17-0405,06 0.751n .'..Expiration D.to 05/01/2022 • rte, • • By t ' Miami- Product Control _ w I 41 t/,////rI/•it,� I itttl . OGA G11, •'� REVISEDet ..' . +• . _ • with die Florala with*.Flaldra t tae [3 ',t'/ 7 • Coils • cAtl Acceptationf)4.sipei Z - .. r`'e:►ydirz r I u. ► 121 y _.mow_..-_...y.___.._.-..... ` �_a�./ • / / • w , / \ * 7[ by ---1— N l•d Dade Product control !:�` Product -off= STATE OF �cc � s8.251n. I ~ O,c�• �40RI©r`•�• N' 1' • `.-%. ONALE „AL3 FRAMING ....siriN • NOMINAL 20 GAUGE 3-5/8"X 1-5/8"STEEL STUDS 16" O.C.FASTENED WITH 5/8"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATING • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD • SHEATHING TO METAL STUDS AT 6"OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAD DIAMETER X 1-1/4' LONG BUGLE - -,. 0 I HEAD SCREW HARDI£PLANK,CEMPLANK,PREVAIL LAP SIDING CLADDIN+ INSTALLATION DETAILS METAL STUD CONSTRUCTION = PLANKS OVERLAP 1-1/4' • THE EXPOSURE ISS 8-1/4" James Hardie Building Products, Inc. = THE PLANKS ARE FASTENED WITH NO,8-18,0.315" msti,,, r.��e 10901 Elm Avenue HEAD DIAMETER X 2-114" LONG CORROSION- , Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCREVIS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone:909-356-6300 s ' FSCH NO DWG h10 REV PENETRATING THE METAL FRAMING), PLACED 3/4"UP Fax 909-427-0634 A PNL-PLK-SOFF 1 • FROM THE BOTTOM EDGE OF THE PLANK AT EACH . • Creator:E.Gonzales SCALE • 1"= -o" Date:4!24/2013 ssaFr 8 OF 12 STUD LOCATION WALL_LENGTHSEE PRQDQQLQ SCRt l)1! Stud Spacing at 16"O.C. DETAIL A HardieSoffit®& msoffrt®ma,F__,I nonasbestos fiber-cementCeprodterialsucts testedare in B ,� accordance with ASTM C1186 GradeN,Type A y •i i I •1 T ( 1 and meeting the requirements of the Florida i // Building Code. .� (• {. 1•1 f,1 I •i 1• . j. 14 1. 2"X 4"S-P-F SOFFFL IMENS2114 i wood Studs Width Length Thickness l.' I •I• F 4 4' 8' 1/4" WALL i' I.i HEIGHT• � pE.st 1LERES_Su_REJ _T1NG i • �• i� 1 • I i• !• HardieSofft, Installation Design Pressure - • 1 •1 '• • Cemsoffit Wood Studs -70 psf • !, i. . SF�TIQNJt3 �►►►sooc'' '9 B 4--4Nails at 4"O.O. PRdD REviREvisED �k� ill'ONO. (tYp�ueDUCtvlsEp 3/8"Minimum Edge Distance ,�a„epyybia,wiry, nod& gu°0 '"g a Florida dim Code ��` _ eatai Code At -o ii,e r NO. .6' 21 :... . •.,1$ 4ilaif '; ,, . -o. STATE OF l Q 41~ 61. • $y IOatc X Product �? . ' Pro sed Centroi `-'5) \' F(0 R IOP,: mak/k%`� /� \� es'".eitzuriff• HARD1ESO,F_F_IT-,,_CEM50FFJLEA LAST,AJ.LAMMIETAILS / ><-4.14.------..._ `� Soffit fastener,as ■ All Installation shall be done In conformance with this Notice of Acceptance,the manufacturer's / described in Note 1 installation recommendations,and the applicable sections of the Florida Building Code. PRODUCT RENEWED \� • Wood studs where HardieSoffit,Cemsoffit will be installed shall be designed by an Engineer or as complying with the Florida r Architect per the Florida Building Code and the requirements of this N.OA Building Code r • The soffit shall be installed over minimum 2"X4"S-P-F wood studs spaced a maximum of 15'O.C. NOA-No. 17-0406.06 4 I HardieSoffit,Cemsoffit • [Natoli The soffit fastener shag be a 2"long,0.223"head diameter,0.092"shank diameter, Expiration a 05/01/2022 corrosion resistant siding nail;the fasteners shall be spaced at 4"O.C.at panel edges and intermediate studs;the fasteners shall be driven into wood studs located et 16"O.C. By If / 6 Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from corners. ' Miami-b a•e Product Control / ( \ / \\\ A //�, ` HARDIESOFFIT, CEMSOFFIT PANEL .� i� i INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4"S-P-F Wood Studs James Hardie Building Products,Inc. The wall and soffit frames are to be JamesHardie 10001 Elm Avenue designed by the Architect or -: Fontana,CA 92337 Engineer of Record in compliance Phone:909-356-6300 SIZE FSCM NO DWG NO REV with the Florida Building Code. Fax 909-427-0634 A PNL-PLK-SOFF 1 • Creator:E.Gonzales SCALE 112"=1'-0" Date:4/24/2013 SHEET 9 OF 12 4 OOin.--ol •r---16,O0in:— Cladding . Framing • PRODUCT RENEWED • as complying with the Florida . k. Building Code NOA-No. 17-0406.06 • Expiration Da 05101/2022 • a By e- l►i . . 4.00in. Miami-, _ •f Product Control 1' • • • Of 1 P$ 7UCl" @ EVLSED PRODUCT REVISED tl it°� . ,GA Iv." s a +lyieg with tee Florida as coca,&y n with the k'1or64s lit r s 9 1i.ngCode BerldiagCoda• 1� L .J It. Accepttaat No> :�l.U�� ^ No • £23 t ,47 ,: p E �" • A, F..7[Piratiou Date.,yrl7' 017 ,. N0 ', fO, lr'/.• • : . r++wbe+Cowol y • titian'0e0:ie ProEaet Control • • STATE OF f .1:OR1aP:'4' • s• . 6)810NA1- -;t'l' FRAMING NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED WITH 3-1/2" 16d COMMON NAILS(2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CI,ADDM THE SOFFIT IS FASTENED WITH 2"LONG,0.223"HEAD ' HARDIESOFFIT,CEMSOFFIT PANEL DIAMETER,0.092"SHANK DIAMETER,CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4"O.C.AT PANEL , i'< EDGES AND INTERMEDIATE STUDS James Hardie Building Products,Inc. 10901 Elm Avenue JamesHardie Fontana,CA92337 Phone: 909-356-6300 SIZE FSCM NO - DING No REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator.E. Gonzales SCALE 1"=1r-0" Date:4/24/2013 SHEET 10 OF 12 i a . WALL LENGTH -----• E.ELODUCJ LIBS_QR,I.'.T15.61 Stud Spacing at 16"O.C. DETAIL L A HardieSoffit®&Cemsoffli®materials B4--, are nonasbestos fiber-cement products -_-.__� 1 -r-;---w /"'``. tested in accordance with ASTM C1186 - T' ' -"-'--•1 j--- / Grade II,'fypeA and meeting the • j• •� i•l l �\ ) requirements of the Florida Building i, !, PRODUCT RENEWED Code. !!as complying with the Florida ! �,! 1•Building Code �' SQFF_IS D1f�1E�l5IQl-yS, 20ga,3.5/8"X 1-5/8" II NOA-No. 17-0406.061. Width Length Thickness WALL l. !! I i i ' eta!0-stud , HEIGHT i I j ! Expiration Da/�05/01/2022 4 8' �" • • i• i / HardieSoffit, i By // -- _ ! BESIG�i pEOPU_RE RATING �•Miamt-D-d roduct Control ' Cemsoffit installation- Design Pressure !1 • 1! 1.11 i 1 �. Metal Studs -55p f.} >1 • I.! i 1'/9. •off OG ' B 4-•- I w H Y I ----- N B-B i,RQDUCT REVISED ��,,� e •• ,, Nails at 6"O.C. (typ.) Pit'3DUCrREViIIED as cc iyiagwiththeFlorida �� 5'�-'. 3/8"Minimum Edge Distance as cougA lag with the Florio Buildin Code Z r AlNo. ' 1 a r3,o'.tl.421 AsoItiMemot lr9l�Dri'l1y �' • 1 Oc/'f/2.L'/7 -ti ; * �t ,,. / /ws�. 'y tiritaN'1:01 87A TE OF aE �A � ,. . . . P.vdeetrAaecl ,t�•S•-.40RID P . + /��^ Mimi 4 Petaled Cootrol ' F `��\` B.A..611E50EF CEM5PEar�.NgL 1[4STAL,)_ATIOi�DETAILA --MAL N /`,iilltt " All Installation shall be done in conformance with this Notice of Acceptan&! M iufac turer`s /� \` installation recommendations,and the applicable sections of the Florida Building Code. / \\\ Soffit fastener,as • Metal studs where HardieSoffit,Cemsoffit will be installed shall be designed by an Engineer or \ described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A. i 1` " The soffit shall be installed over minimum 20ga, Nominal 3-5(8"X 1-5/8"Metal 0-studs spaced a maximum of 16"O.C. HardieSoffit, Cemsoffit • [Note 1]The soffit fastener shall be a minimum No.8-18, 0.315"head diameter X 1-1/4'long* ribbed bugle head screw(*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6"O.C.at panel edges and Intermediate studs;the / fasteners shall be driven into metal studs located at 16"O.C. \` " Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from / corners. \`\ /'/ �' HARDIESOFFIT,CEMSOFFiT PANEL '� /' INSTALLATION DETAILS METAL STUD CONSTRUCTION �,j James Hardie Building Products,Inc. I. 20ga,3-518 )�1-5/8"Metal C-stud JamesHard�e 10901 Elm Avenue i The wall and soffit frames are to be Fontana,CA 92337 L_, designed by the Architect or Engineer Phone:909-356-6300 SIZE !SON NO ovoNO REV of Record in compliance with the Fax 909.427.0631 A PNL-PLX-SOFF 1 Florida Building Code. • - • Creator,E..Gonzales SCALE. -1/2".i 1c0" Date;4/24/2013 SHEET 11 OF 12 6.001n.-«1 {i- e--•116.00in. Cladding . .� Framing 6.001n. • • PRODUCE'REVISED . PRODUCT RENEWED 'eacoalPil w 'b'o-Ftttti a PRODUCT MIMED as complying with the Florida OviWie*Coile i, witbttSeOilskin r��r�� Building Code Aooa*tenRl�ic► S � Code t NOA-No. 17-0406.06• .�� .►7'l11✓.'� �3 ��311.G'� �titit �, AWA 05/01/2022 Ilko,' a Expiration✓� r �a.��/!'f Q �� t: �:•�•,t ikE M • ,?r, r',�olrvl B�, � R • 2.1 ▪ �-, • Miami-• -d Product Control \{ l t �o.(1: t. SI t. ,deo fiLOR\� :• =kl3 FRAMING ....•' ....`. ■ NOMINAL 20 GAUGE 3-5/8"X 1-5/8"STEEL STUDS 16"O.C. FASTENED WITH 5/8"WAFER HEAD SCREWS(2 PER TOP FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED -- BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C)_ADDBG HARDIESOFFIT,CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18,0.315"HEAD I �;: INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-114'LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 i' Hardie Building Products,Inc FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Ha � �I ' 10901rdieElm Building Avenue SCREWS 6"O.C.AT PANEL EDGES AND INTERMEDIATE STUDS aha11 �E'SHs' rC i.'- Fontana, CA 92337 Phone:909-356-6300 SIZE FSCM NO owe NO REV Fax 909-427-0634 A PML-PLIC-SOFF 1 Creator. E.Gonzales scats 1^=1'-0" Date:4/24/2013 SHEET 12 OF 12 I MAP SHOWING BOUNDARY SURVEY OF OFFICE COPY LOT 269, SECTION NO. 2 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 15, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: CRAIG SPERANZI CARDINAL FINANCIAL COMPANY, LIMITED PARTNERSHIP RICHARD T. MOREHEAD TITLE AND ESCROW, INCORPORATED OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY L-1 N 2211'29" E 49.95' (MEASURED) N 22'13'27" E SEASPRAY 50.00' (PLAT) PLAT BOOK 35. PAGE 64 LOT 258 LOT 257 LOT 36 BLOCK 1 1• L-1 ' -O2' 0.3:1. • - - .— • 0.2� `8. 1.4J 0.60 FRAME in SHED oi LOT 269 • r1.7' 12.0' ,12.0' La j 12.0' a'..1,,,12.0 n D' jj w0 D ° N DECK < W / / 0'4 Q ct d X7.4' 28.9' - D Q N o - Wa 0 O Q 'c .moi O O 0 of • ONE STORY N A/c LO o FRAME PAD POSTED # 318 flrn LOT 270cci . 6.4' 7.3' a . LOT 268 15.4' Li 37.3• D a z U.J .;_- .3- wt b\ / w o w Q LL -00 O O CARPORT m 1-, � o (0 CO M 19.9' Q v z CO -7.2'- /154\\ . ' o, O O a. v� z n CO 00 . co co V) • Q �° ° cn '. • In WI V) F. • • • • • e a 0.2: • 0.11 4,- •-1- S BLOCK 49.99' (MEASURED) CORNER 50.00' (PLAT) S 21'55'28" W 49.86' (MEASURED) S 22'13'27" W 50.00' (PLAT) SEMINOLE ROAD (FORMERLY KNOWN AS SEMINOLE BEACH ROAD PER PLAT) (70' RIGHT OF WAY) LEGEND: o = SET 1/2" REBAR PC = POINT OF CURVATURE STAMPED PSM#6146 • =FOUND 1/2" IRON PIPE PT = POINT OF TANGENCY NO IDENTIFICATION PRC = POINT OF REVERSE (UNLESS OTHERWISE NOTED) CURVATURE •= 4"z4" CONCRETE MONUMENT PCC = POINT OF COMPOUND A/C = AIR CONDITIONER CURVATURE -X- = CD FENCE f = CONCRETE Ray Thompson REVISIONS F. SURVEYING, Inc. iRjrFttrt l�. ShIIrr�Pttb DATE DESCRIPTION ,rIi II Going the DISTANCE for You Qtttr nub i.ES(rnw, .+Jnr IPiiII 1825 University Boulevard West T I444 THIRD STREET 1.� Jacksonville,Florida 32217 NFPNE BEACH, FLORIDA, 32266 liki' r. (Phone)904-448-5125 (904)-247-5147 FAX (904)-247-6087 (Fax) 904-448-5178 , I JOB # 35449 DATE OF FIELD SURVEY: 6-5-18 SCALE: 1" = 20' NOTES: _ BEARING of N 68.08.44" W CERTIFICATE 1. BEARINGS ARE BASED ON THE _PRAT I HEREBY CERTIFY THAT THI•e,�((''�� NDER MY RESPONSIBLE CHARGE ALONG THE SOUTHWESTERLY BOUNDARY LINE OF SUBJECT PARCEL. ,�,J > - �9 �1 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE AND MEETS THE STANDAR, ACT CE AS }ORTH BY THE FLORIDA „._____:—X_''— AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP, BOARD OF PROFESSION. .•VEYOR6etaMAPP I CHAPTER 5J-17, FLORIDA DATED: JUNE 3, 2013, COMMUNITY NUMBER: 120075 PANEL 1210.9__H_ ADMINISTRATIVE c•• UANT TO SECTION a7•• LORIDA STATUTES. 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT 8c/OR TITLE COMMITMENT OR OTHER DOCUMENTS PROVIDED BY CLIENT, IF — 0 SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN `�", - i PERFORMED BY THE UNDERSIGNED. •AYMPFKIEPFOMP , 4. THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE REGISTERED SURV cr" D MAPPP- ; 6146 STATE OF FLORIDA AND-AUTHENTICATED ELECTRONIC SEAL. UC ,µ r n '-•. 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS 04` v SUBDIVISIONS