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536 Beach Avenue NEW HOME PERMIT -SLAPDr ‘g ' ►... l( si. CITY OF ATLANTIC BEACH r' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0233 Description: NEW SINGLE FAMILY HOME Estimated Value: 151355.3 Issue Date: 9/21/2018 Expiration Date: 3/20/2019 PROPERTY ADDRESS: Address: 536 BEACH AVE RE Number: 170146 0000 PROPERTY OWNER: Name: SHERMAN LEAH Address: 536 BEACH AVE ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Pablo Beach Builders Inc Address: 13978 Sea Prairie Lane Jacksonville, FL 32224 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Building Permit Application Up bte12/I/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-58267- Fax:(904)247-5845 , Job Address: 5-S56 AvtittlA (+G 4d,rr Per mber: ` S - �� -71r54,01, u5 d •ne, aflof38/cck /9(sc�ec.c ,n P/a zt 7 Legal Description/atf/antic-5ae,ct) �� ,-by e-i .tp.r V I�.gtI:, —L a ;/) ct - . RE# / QJ`/ -0001 rta=i:tl e.Q r n e.f.&1' , ,r'.!G E 4'7 Valuation of Work(Replacement Cost)$ 4 p 'o Heated/Cooled SF %,?a,Z Non-Heated/Cooled 3/9 • Class of Work(Circle one): Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial (esidentiaj • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: n �^'1i L'f U C �7 2 �+n4fCtil7 r3xE'f1C'� . Florida Product Approval# for multiple products use product approval form Property Owner Information Attu ��/ Name: ,..1,./z.4 s)At Address: r �� /7� tc+ TL City r�eK #a State Zip 32233 Phone V six fiSD 2d..)-7 E-Mail Cktn ,• A1111I/i.t01Ltc . can Owner or Agent(IfAgent, Power ofAttorne or Agency Letter Required) Contractor Information 7� Name of Compan �Gt/J!o 13e t Q t l�eS /: h;X0 r) 7C �L /' �ct�� ri QualiWhg Agent: Address %j/7d Sea ?i'rtlrie k t )e_ City e ti://e. State FL- Zip 3 .Q `f Office Phone ?Ga cf „2J3-- 1//3 9 Job Site/Contact Number rt/ - 973 ` g S"? `f State Certification/Registration# L'Be 041,q 39p E-mail 64)4 r/t t 6;t+Xt) C.a ill Architect Name&Phone# IYUSb i (/'“identr tc l C'.S i J;i e+-) T“1- 733 �3�3 Engineer's Name&Phone*Lje P t.`x.,T)1 .� pF +')v 58544 ,4p 9y;.td, E, lixec �( $r Workers Compensation +=? c.r�13/- -. ...ixr_,)'�f'czt�:s w r rr+Sl.tfi-�:rl�r'Ct2.S+�t t �ti��? `A!-t�c�I� f✓lt l�P-�(,tfc� Exempt/insurer/tease Employees/Expiration Date J 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with ail applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE •RE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Con. - or) (including contractor) r^ Signed and sworn to(or affirmed)before me this 05-day of 5- ned nd sworn to(or affirmed)before me '' s C) day of 7.6/$ ,by(--ea11 �?{'?tt'�'Y Yl , a-0 12,by , �. HIM rwr� ��F Stq�14,, • 612'811306a-4n wwcoAV4 ,� �, ( ur of Notary) (Si•n.r .`' ot.Y� '� - EClZ5i 9D auolss�wwo0 ��• J?O 7104213�C''� EPi� f�Oy�i)�r��i%.'�• FOR}QH1R , >`' ( I Personally Known ORCOMMISSION :t Pry c.4 "• b ification Produced Identifi n EXPIRES Ji Type of Identification: F L,I)/ S(4,565 zn(Pi c j,� Type of Identification: lVe a' ( 1 CQk �yy© iZI 1/49 4 • ", 4 �H ,,`,��. NOTICE OF COMMENCEMENT State of Florida Tax Folio No. 170146-0000 County of Duval 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: The Southeast corner of Lot 3,Block 19,according to plat of Atlantic Beach,formerly the property of Atlantic Beach Corporation,recorded in Plat Book 5,page 69,of the current public records of Duval County,Florida, running 50 feet East and West and 40 feet North and South;the said property being the South 40 feet of the East 50 feet of Lot 3, Block 19,Atlantic Beach,recorded in Plat Book 5,page 69,current public records of Duval County,Florida Address of property being improved: 536 Beach Avenue,Atlantic Beach,Florida,32233 General description of improvements:Demolition existing residential duplex structure.Build a new single-family home. Owner:Leah Sherman Address: .S% /44 c VeI14Ttr 4' Ala 1 32 213 Owner's interest in site of the improvement:Fee Simple Fee Simple Titleholder(if other than owner):NA Nuc ages:1 OR BK 18444 Page 613, Number Pages:1 Contractor:Pablo Beach Builders,Inc. Recorded 07/05/20181135 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Address: 13978 Sea Prairie Lane,Jacksonville,FL 32224 COUNTY RECORDING $10.00 Telephone No.: 904-223-4139 Fax No: 904-701-6298 Surety(if any)NA Address: Amount of Bond$ Name and address of any person making a loan for the construction of the improvements Name:NA Address: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signe�•:�� ! Date: 0/ Josh 1 v Before me thi 05 day of J Vj l 'jam a in the County of Duval,State KATRINA GUIDRY Of Florida,has personally appeared (dea h /1 hey =p' Notary Public,State of Florida Notary Public at Large,State of Florida,County of uval. 2 ACommissions GG 152133 My commission expires: CG4 . I ZQid irw'' My comm.expires Oct.18,2019 Personally Known: or Produced Identification: f,f)L 5655 ta,561 crus,0 �3r80CITY OF ATLANTIC BEACH `� 0 Seminole Road j o 41; Atlantic Beach,Florida 32233 to tri It t)`' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date //Z°/10 Revision to Issued Permit Corrections to Comments Permit# R .:,Q,i 0 , Project Address S 3 6 � .?__ti� , /-e A 4 (4,,i i;c_ �4 �� zzZ--J � 4 2 /� Contractor/Contact Name ?4„.... � �� , .eys� n � t, c` 1'K,,� Phone ) Li _ 1�3 `S0 5 Email ��, / e h/ b i�X i1 .l 1 , (,,,, Description of Proposed Revision/Corrections: Permit Fee Due $ O^ --Z e.-_,., ,L..? ,j�1,, Z -- p-i 4d is 1- F7c,.2� ✓! ✓ V< 4. G! 1irt T • C..7G/ I f /4J t�G.i.�, L- � J .S '[-/1e_ l�. / J . (1,01--p ,,, �. Additional Increase in Building Value$ Additional S.F. 2-Sr— By signing below,I 4 4, L- . D1 Xi 4 0 affirm the Revision is inclusive of the proposed changes. (printed name) "7 Sig • ontrac o 4ai '.n actor must sign if increase in valuation) Date iiiii (Office Use Only) Approved ,Y..--- Denied_ Not Applicable to Department Revision/Plan Review Comments Department Review Required: uildin e ,..--W+,Zoning , Reviewed By (--- T rator Public Works yPublic Utilities �/3/ ( Public Safety Date Fire Services {OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') /13 y Non-Habitable Space (ft') 3l LAND INFORMATION: Zoning District Q S- 2. Flood Zone X Minimum FFE BUILDING INFORMATION: Construction Type V Occupancy Group S'r I-4 fa ►r , t/ Number of Stories I Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: ?Aar, Sv✓voy Aa. / �'FC a� iti•cp60 4" 'O. CoJcvla#,'ave C A c w T 4-AA $'f SSI,a v 10/ text /S-d6( w/4 v a7 Crarac'-{ Poop- 1v t-& 4-0cve 4 Aa ft !;"F E-. Rev. 2.7.2018 01.Mj h f �- , ,,� CITY OF ATLANTIC BEACH A-�`) 800Seminole Road r' Atlantic Beach,Florida 32233 '`-:- i319%' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date (p rf 16) Revision to Issued Permit Corrections to Comments Permit# t(4 5/U_ 0 2 33 Project Address S ..3 7e•.,Z 4veJ AI/., /,c 3,44 .( Contractor/Contact Name ?ti,‘/U 3ee,4 RJi - 6- i l ec,o �' Phone 909 / 88553Email `i A he t 1ca, 1 i - Cal% Description of Proposed Revision /Corrections: Permit Fee Due $ S°• CC) ( • P 0 ft • .... I, • f Additional Increase in Building Value$ Additional S.F. By signing below,I '�/! .L - v 4 .at affirm the Revision is inclusive of the proposed changes. (printed name) , 5:e 1-- 20/7 Sig err.f Contract!r.:gen(Contractor must sign if increase in valuation) Date (Office Use Only) Approved AV- Denied Not Applicable to Department Revision/Plan Review Comments De.artment Review Required: Building /9 anning &Zoning Reviewed By Tree Administrator Public Works Public Utilities ?"- 0_ 20/ Public Safety Date Fire Services (01,4414.4, • ''SA CITY OF ATLANTIC BEACH r A s 800 SEMINOLE ROAD r) i ' Z ATLANTIC BEACH, FL 32233 (904) 247-5800 �� BUILDING REVIEW COMMENTS Date: 8/31/2018 Permit#: RES18-0233 Site Address: 536 BEACH AVE - Review Status: denied RE#: 170146 0000 Applicant: Pablo Beach Builders Inc Property Owner: SHERMAN LEAH Email: CHARLIE@DIXONIII.COM Email: eugenesherman.cpa@gmail.com Phone: 9042234139 Phone: 954.650.2627 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. Correction comment #4 from the first review has not been submitted. The Product Approval Information forms are at the Building Department. 2 copies needed. 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 matiei Revrtou ccs»^"iovb Mi/A6P- m'`oz 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. ( �- \f�� CITY OF ATLANTIC BEACH 800 Seminole Road �'//00 Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 211 Ai,t6 /"Revision to Issued Permit Corrections to Comments Permit# Project Address , 3C 3€6..c& A 'e1t Ai LI 1 -cte ,e4 -it 2233 Contractor/Contact Name e,S I0 rgp74 t 1., 'J t„. '1/i-) Inc rh L t o . >< 0....,Phone ' C$1 2�3 1-//3 `l Email actr b• ( p27) ; )(.,n air , ,, Description of Proposed Revision/Corrections: Permit Fee Due $ 50. O O (r Additional Increase in Building Value $ Additional S.F. By signing below,I ( '` i �_ i Jc 'c affirm the Revision is inclusive of the proposed changes. / (printed e) A Signat. e . .' actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied >( Not Applicable to Department Revision/Plan Review Comments :1:44'14-• q //c) 7 3t,br , -1--1--ed De•artment Review Required: --Bu. • ••.—, -- Planning &Zonin• _ itY\ Reviewed By Tree Administrator Public Works AUG 2 4 2018 �/e� / / / ` ,� / Public Utilities Public Safety Date - - - Fire Services '-& CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD \L) j„, ATLANTIC BEACH, FL 32233 \ (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/22/2018 Permit#: RES18-0233 Site Address: 536 BEACH AVE Review Status: denied RE#: 170146 0000 Applicant: Pablo Beach Builders Inc Property Owner: SHERMAN LEAH Email: CHARLIE@DIXONIII.COM Email: eugenesherman.cpa@gmail.com Phone: 9042234139 Phone: 954.650.2627 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: 2 - .. '.. ., . .. - -, --I II • -. . • . V •:-...- - . •• • - . .. • . . . a _ - -- ___ : .-: - • • - . ': : is* .' _ '.. . . - . . --..lent : • • • • - . ' I - h de • 4 ••- . . . • • • . -- -in-and initial and datz-the : . - • • - • - - : :• • - _ _ -- . • . - - the i _ , _. _ _ ° :: _ : . _lye 4. The Building Department requires 2 copies submitted of the Florida Product Approval Information Sheets for all components and cladding material. FL#s shall not end with an R-value. 5 - - - - -- - . - - --- is . .. • .. .. elle '• '� - . . • • •.- . I-I•• • •• e •. • - . - .. • - - . - - - S . .• • 1' - t. 6. • • : • -•• • •- •.t . - as. . •- u . - I. . elle •. a .- . . - •-: D .. - ally . oe- I'd will have 2• •. • . •. - - •. e ; I . - ••' ity. 7. • , • - , - ••. . . . : • : • II date. C• - • la a n' ••....”- ' _ -- - -. este. 8. P: - - -_: ••••- •.•: - __ . - - • • _ . .. . ..••••• . -- . 0 - : : B ing. ' . . . . -- - •• •u I . .. . - • . -s. 9. -e .o: --- • , • • • _ _ - . - -- -- •. . a . . -: :•:. • a. page. 10 _ •:- .. --- •--•-: .;.- , • _ . -- - . : - - _. • __. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 e -q14/ _evi.eLi (oj,y vnP,'S 7-? ?-do/ 8- vrav City of Atlantic Beach APPLICATION NUMBER JBuilding Department (To be assigned by the Building Department.) A 1 800 Seminole Road _ _ Atlantic Beach, Florida 32233-5445 �� 3 3h Phone(904)247-5826 • Fax(904)247-5845 r \`,;� ?? E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 (% 2) e' > Department review required Yes No uildin ) Applicant: PPret0 !��(( 601 LQ arming &Zoning___. f\ \ PlAsy1,1 ree AdministratorVProject: 11 6t- 1 .� L ( (. ublic Works lic Utilities' Puistrc-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. ❑Not applicable (Circle one.) Comments:' " / )7'Denied. BUILDING S t F I L S Oil �' �5 e`'` e PLANNING &ZONING Reviewed by: Date: 1—18 TREE ADMIN. Second Review: ❑Approved as revised. Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH A.1)s 800 Seminole Road t:)'', Atlantic Beach,Florida 32233 .-oiilE) REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date 2'/ Atk6 / Revision to Issued Permit Corrections to Comments Permit#KES c -o z. Project Address J 3C 3€4-c& A A'1 '4. I:c 1„ t4 4. I L 2 22_33 � / Contractor/Contact Name P S/0 'p4 e I, 3 t^: 'N/t) n c - (h 4., Le, 0 ,L Phone 6O-/ 223 1f/3 `i Email ( LcIa,e 07) : ,G, T 1 T , c ,ate Description of Proposed Revision/Corrections: Permit Fee Due $ Additional Increase in Building Value $ Additional S.F. / By signing below,I C/7,0-6/ 4.-- . I : , 4. z" affirm the Revision is inclusive of the proposed changes. 73 d (printed_name)/ z `/ 4, 20 id�/ Signat re Of ctor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department PP p Revision/Plan Review Comments Department Review Required: ---131 .______) _____,, .____ ,7),_____ Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities AUG 2 201$ Z ) g Public Safety Date Fire Services 0' «d r Vit. . CITY OF ATLANTIC BEACH . 800 Seminole Road 0 r Atlantic Beach,Florida 32233 fiv' REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date //z /) Revision to Issued Permit Corrections to Comments Permit# R tg-OZ3j Project Address C-3 6 (1�tiC( \/ A (.n J; , E 4 f z Z Z-�5 ?,‹.... /.-' J Contractor/Contact Name 7.-e* ._e- 4 341.,i.eys 7/1 c. C-•" .c A- /; J ' Xo Phone 5 01-1-i53 `S 51 Email na� /`e (cD , Xa n Tr" , 'c.2s1-) Description of Proposed Revision /Corrections: Permit Fee Due $ ---Z c.,....., ,,,.? /1::)7,4#.1 ,) _...- �lo.e9( Z 6- 1).-f Z 'FJ /s i- /--7„, ►„,✓ ;.< // W. / 1 4l4- Cr 7 rJ! I-. /V([) ( h i-. & 4 y,,, fp ...._:„. 4,- , Additional Increase in Building Value $ Additional S.F. 2--5.-- By signing below,I h 4, L- . Di ,1 0 affirm the Revision is inclusive of the proposed changes. (printed name) /Z4, 7n. Sigr ontrac o • •iao '. ractor must sign if increase in valuation) Date (Office Use Only) t Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: :uildin• - . Zoning ) Reviewed By -- . " . or Public Works 7-- Z -3 - ' 4 Public Utilities Public Safety Date Fire Services f .A,i City of Atlantic Beach APPLICATION NUMBER J� r�� Building Department (To be assigned by the Building Department.) �' 800 Seminole Road )` _ �� -s) 3Z3 I...�„ _ Atlantic •Beach, Florida 32233-5445 �1 L 1/0; Phone(904)247 5826 • Fax(904)247-5845 nEcL, ,, �.a ,,3 �? Email: building dept@coab.us Dat r Luted: 1 it. C JCity web-site: http://www.coab.us JU1_ 10 1)18 APPLICATION REVIEW AND TRACKING FORM Property Address: 5)..2 c 3 ect \ De•artment review required Yes No :uildin• Applicant: R\-t3LO 1e (-( 60( „...., .` anning &Zoning ree Administrator Project: . I �t\L p-p,syvtil ublic Works 1 ___N) lic Utilities ubtic-Safety Fire Services Review fee $ f 6 Dept Signature xu'N 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: APP CATION STATUS Reviewing Department First Review: IlApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: r,,� (�_I_ BUILDING `D[Avic-&o IA✓D�Q.40 L s -1�Ui .. PLANNING & ZONINGReviewed by: �� V �— Date ?("/S TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PU:...f ORKS Comments: 'u:L `UT 7—i/i( PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach S J PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/ SEWER TAP REQUEST Date 7-//- I d Project Address 53C i ;til 4/L Number of Units I Commercial Residential L Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3Aq New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application it a_3 I 2 3 3 Water System Development Charge $ ,&o SP f S � ' 6 Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ Ov (Notes) APPROVED Kayle Moore, P.E. Date 7 C(A Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ,-Slav City of Atlantic Beach APPLICATION NUMBER �s �: Building Department (To be assigned by the Building Department.) r 800 Seminole Road `� Atlantic Beach, Florida 32233-5445 '�b— I F — `3 Z 33 s Phone(904)247-5826 • Fax(904)2474445 i c..‘, 0i3 �r E-mail: building-dept@coab.us i JUL 1 0 2018 Date routed: City web-site: http://www.coab.us I t' li BY:__ --- _ APPLICATION REVIEW AND TRACKING FORM Property Address: 532) P e De artment review required Yes No uildin Applicant: PLO E,,,,,(,, 6arming &Zoning N.) � - blicree Administrator Project: L/ V\ E ,S i ,�G,L.. p vt t�, uWorks ç15lc Utilities ul5tic-Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. fNot applicable (Circle one.) Comments: BUILDING Plans-ho l ye-tz Lase✓ickt PLANNING &ZONING Reviewed by: Date: f�a--/� TREE ADMIN. Second Review: VApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed byit(42r� �G� Date:7�77 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. �"'" ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rf ' CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 J;,1 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/13/18 Applicant: Pablo Beach Builders, Inc. Permit#: RES18-0233 Email: charlie@dixoniii.com Review Status: DENIED Property Owner: Leah Sherman Site Address: 536 Beach Avenue Email: eugenesherman.cpa@gmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • ec in 24-6 , ) of the :nd De - opmen 'e:ulati. • req ires -site storage for increaSeg runof if . .din: 401 F or •• : e imp- . ous sur . e. Provi.elta volume calculations and on-site retention required per Section 24-66(b). • A Revocable Encroachment Agreement must be submitted.' • Provide manufacturer's cut sheets for 50% credit on pervious pavers." • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. / PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. • 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. Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0233(Pablo Beach Builders).docx 4 • • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • Pervious pavers must be used to receive 50%credit. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 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. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0233(Pablo Beach Builders).docx 1. :f0it;l� Comp. By: SIW Date: 7/17/2018 r Public Works Department City of Atlantic Beach Permit No: RES 18-0233 Address: 536 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 2,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 788 2,000 1.00 0.39 Pervious 1,212 2,000 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 2,000 x 9.3 / 12 V= 799 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 2,000 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 954 2,000 1.00 0.48 %ISA= 47.7% Pervious 1,046 2,000 0.20 0.10 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 2,000 x 9.3 / 12 V= 901 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 901 - 799 DV= 103 ft3 Retention Beach Avenue 536 7/17/2018 -AP. ,t1f_ Comp. By: S/W Date: 7/17/2018 Public Works Department City of Atlantic Beach Permit No: RES 18-0233 Address: 536 Beach Avenue Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM size 0 TOB size Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 0.0 d=depth to ESHWT= 10.0 pf=pore factor= 0.3 Inground Storage= 0.0 ft3 Required Treatment Volume= 0 ft3 NO Water Retemtion Required Supplied Treatment Volume= 0 ft3 Retention Beach Avenue 536 7/17/2018 -, fl CITY OF ATLANTIC BEACH • �SV JUL � 7 2018 800 Seminole Road 1 `r? Atlantic Beach,Florida 32233 " / BY. REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 b Ce li. Revision to Issued Permit Corrections to Comments/ Permit# R (& 02..3 Project Address 53 49 d3e2Ck1 -Ave Contractor/Contact Name ChQ. '(eS (_ fl 1 czJ,`o Beez-c-k Phone 22-3 — q t3 9 Email 0\a-rile @ Is((on ill . coheN Description of Proposed Revision/Corrections: Permit Fee Due $ 2.e uoca g le .n4eilf- Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building ,i Planning & Zoning Reviewe Tree Administrator Lbli Works Public Utilities 7 /_7. 0 Public Safety Date Fire Services I REVOCABLE ENCROACHMENT AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach,Florida,a municipal corporation or anized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and z s f}1./ S/•t2 L✓j'I• -N of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as J,Z y �fa vim'-' ' Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address .1-15e 4 A v-e A.1/�.,/. �:�( �-< 32 2z.1• • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of easements,public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assum b the USE . / / Date 7//o //y Proper(arti nnertAgent signed in presence of No b1i ..�— tarp C;(.•��_ ,� . ,�� Ate,s. / /, ' �< / G��,.�/i 2 STATE OF FLORIDA,COUNTY OF DUVAL 1 t The foregoing instrument was acknowledged this I 114day ofd ,20 \ j • by � UK �\—Q% Vi ` ' •I k- ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signature of Notary Public,State of Florida Department Approval: PersonallyKnown 'uCOLLEENA.IG:ELING Produced Identification(Type) � 1 -: 1.4 Commission,GG 165631 , dp`.•° Expires December 7,2021 �/ . . r• Bonded Thu Troy Fain Insurance 800.386.701&ott W.II°, • , bhc o s Director Bayle Moore,Public Utilities Director H:\Master Forms\Public-Utilities Works Forms\Revocable Encroachment Agreement 2.5.18.docx Revision Date:2/5/18 • OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: .5N4 MAN �L=,S /DZ:-./41 Permit # 'RES /8- 02.33 Project Address: S13 1e4r.1 AV 4-/A,4 is 1-be..a4 32233 J As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org Category/Subcategory Manufacturer Product Description I Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging `Pe 116 ��- pi, ,A , /y89N. 2. Sliding ' I lS 51:d. ch), �� FL. /7,$r 77 3. Sectional 4.Roll up 5. Automatic 6. Other B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement p� 35-0 5e,,,'e� FL 2 6 0 4. Double hung 5.Fixed ?4_ 114 35-1) Se-w k 19zS2- 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11.Dual action urritic k.AVr 12. Other Category/Subcategory Manufacturer Product Description 'Limitation of Use State# Local# C. PANEL WALL 1. Sidinv, Z.f14.rdG r _y44;P/t., L L`P , FL /319 2. Soffits 3. )1/ r. ' 4 3 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof G•c,I(2ko k i6 • k fi`sI 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 • OFFIUE UUFY 17. Other Category/Subcategory 1 Manufacturer Product Description \Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment • 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics vINSIMIONIMIIMMENI 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight VI I 1VL. % VI- 2. Other Category/Subcategory Manufacturer Product Description 4Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) ' 1 ' 2)/ )c• / (Signature) ":„."Company Name: ?4 loel 17 h .1.014,-5) ki c Mailing Address: 13 ¶'767 5es r 1 r G.1 City: 74c. ks d„ L",./4 State: FL._ Zip Code: 32 2Z '7 Telephone Number: ( qj o'b 2 2 3 11/3 y Fax Number: ( ) Cell Phone Number: ( /Q011 .�) �� U v!� r� 9 g E-mail Address: 4//'-c. D r 1 1 C'anl 7/23/2018 Florida Building Code Online 13192.2 HardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf Impact Resistant: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing_pdf Design Pressure: N/A FL13192 R5 II HardiePlank-Installation.pdf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.pdf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing,pdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes OFFICE COPY 536 e �< L http://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA%3d%3d 1/1 8/23/2018 Florida Building Code Online 11651.2 0.032" Aluminum Gulf Lok Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No i FL11651 R3 II FL11651 2 R3 Metal Roof Panel Detail- Approved for use outside HVHZ: Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.0PSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf Evaluation Reports @ 5 3/16" o.c. fastener spacing. Install per manufacturers FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15- details. Not for use in HVHZ Zones. 32Plywood NonHVHZ-signed.pC ff Created by Independent Third Party: Yes 7-)1 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2ffrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 1/1 8/23/2018 Florida Building Code Online FL# Model, Number or Name Description 14896.1 Pella &Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with standard Fiberglass Panel In-swing Doors with latch and deadbolt, unreinforced mullions, dual sidelights, and Aluminum Clad Frame a transom (68 1/2" X 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/18/2019 Design Pressure: +30/-30 Installation Instructions Other: Lock system with door shall be standard latch and FL14896 R4 H Drawing 1774.01 deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Door panel Created by Independent Third Party: Yes may be full or partial light panel. Unreinforced mullions Evaluation Reports horizontal and vertical. Standard or ADA sills apply FL14896 R4 AE Drawing 1774.pdf Created by Independent Third Party: Yes 2-,," 7 ��r Jd2r https://wwvd.floridabuilding.org/pr/pr_app_dtl.aspx?para m=wGEVXQwtDq u H1 FzfePouW8gzFZzDPl8T5wNSyYzj2yscCtBTvuEHnA%3d%3d 1/1 8/23/2018 Florida Building Code Online FL# Model, Number or Name Description 17877.1 Series 350 Premium Vinyl Sliding Sliding Glass Door (Small &Large Missile Impact) Door Limits of Use � Installation Instructions Approved for use in HVHZ: Yes I FL17877 R1 II Drawing 1691.pdf Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Door size, pressure, assembly and installation FL17877 R1 AE Evaluation report WWS-271.pdf requirements are to be as specified in the attached drawing No. Created by Independent Third Party: Yes 1691. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This door system is rated as a wind zone 4 missile level "D" product. All glass meets the requirements of the current ASTM E1300 standard. SL / /1-/C � �dczl https://wwwfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1UkBm85yol SZLIZAFfz5gdxtFK%2f%2f%2fwK7XxQ%3d%3d 1/1 8/23/2018 Florida Building Code Online 26603.2 Pella® 350 Series HurricaneShield® Impact- 35-1/2" x 65-1/2" Vinyl Casement Window Resistant Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL26603 RO C CAC CCL - 411-H-1274,47-48c.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/20/2022 Design Pressure: +70/-70 Installation Instructions Other: FL26603 RO II PELL0027 RevC Series35OCasement HVHZ ss.pdf Verified By: Robert]. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL26603 RO AE PERNo2536 RevO Series350Casement- HVHZ sscpdf Created by Independent Third Party: Yes tra 1/000°✓ https://wvwd.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsOhkEcnHZLvquAB3cQYn%2felffAK%2bZRV1iN%2fV7AP2GdEw%3d%3d 1/1 8/2312018 Florida Building Code Online FL# Model, Number or Name Description 19252.1 350 Series HurricaneShield® 108"x 51.75" Vinyl Fixed Window Impact-Resistant Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL19252 RO C CAC CCL- 411-H-1408.55.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/13/2022 Design Pressure: +60/-65 Installation Instructions Other: FL19252 RO II PELL0023 RevC Series350FIXED HVHZ ss.pdf Verified By: Robert 3. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL19252 RO AE PERNo2534 RevO Series350Fixed- HVHZ ss.pdf Created by Independent Third Party: Yes 1^-/ A/Ddw https:/Mnvw.floridabu ilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3Y%2f5j9Fmv6WsoH%2fROBTB%2fURJM HmkYSww4g6QEWU%2b05g%3... 1/1 FORM R405-2017 OFFICE COPY 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 ❑ A Form 405 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(1 page)and an input summary checklist that can be used for field verification (usually 4 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 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table 402.4.1.1 -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). • 414- wr/ghtroft 2018-Jun-16 17:14:59 - r - RightSuite®U niversal 2018 18.0.20 RSU25344 Rig ht-Energy Florida 2017 Section 405.4.1 Compliant Software Page 1 Revisions\Working Dwgs\Sherman Residence RE.rup Calc=MJ8 Front Door faces: E FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX=95 The lower the EnergyPerformance Index,the more efficient the home. 536 Beach Ave, Atlantic Beach, FL 32233 1. New home or addition New(From Plans) 12. Ducts, location&insulation level 2. Single-family or multiple-family Single-Family a. Supply ducts: R=6.0 3. Number of units, if multiple-family 1 b. Return ducts: R=6.0 4. Number of bedrooms 1 c.AHU location: Entire House 5. Is this a worst case?(yes/no) No 13. Cooling systems Capacity: 24.2 6. Conditioned floor area (ft2) 1133.75 a. Split system: SEER: 16.00 7. Windows,type and area* b. Single package: SEER: a. U-Factor: Dbl, U=0.270 c. Ground/water source: COP: b. Solar Heat Gain Coefficient(SHGC): SHGC=0.23 d. Room unit/PTAC: EER: c.Area (ft2) 314.76 e. Other: 8. Skylights 14. Heating systems Capacity: 22.0 a. U-Factor: a. Split system heat pump: HSPF: 9.00 b. Solar Heat Gain Coefficient(SHGC): b. Single package heat pump: HSPF: 9. Floor type, insulation level c. Electric resistance: COP: a. Slab-on-grade(R-value): R=19.0 d. Gas furnace, natural gas: AFUE: b. Wood, raised(R-value): R=0.0 e. Gas furnace, LPG: AFUE: c. Concrete, raised (R-value) R= f. Other: 10 Wall type and insulation: 15.Water heating systems a. Exterior a. Electric resistance: EF: 1. Wood frame(Insulation R-value): R=13.0 b. Gas fired, natrual gas: EF: 0.990 2. Masonry(Insulation R-value): R=11.0 c. Gas fired, LPG: EF: b. Adjacent: d. Solar system with tank: EF: 1. Wood frame(Insulation R-value): R= e. Dedicated heat pump with tank: EF: 2. Masonry(Insulation R-value): f. Heat recovery unit: HeatRec: 11. Ceiling type and insulation level g. Other: a. Under attic(R-value): R=20.0 16. HVAC credits claimed (Performance Method) b. Single assembly(R-value): R= a. Ceiling fans: c. Knee walls/skylight walls(R-value) R. b. Cross ventilation: d. Radiant barrier installed c.Whole house fan: d. Multizone cooling credit: e. Multizone heating credit: f. Programmable thermostat: *Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: • `. Date: 2 4/ A W l- :2J Address of New Home: S P^c A City/FL Zip: 44ti /- J�',� . kr- 32231 AUG 2 4 2018 wrhat tam.ft. 2018-Jun-16 17:14:59 Rig ht-Suite®Universal201818.0.20RSU25344 Rig ht-Energy Florida 2017 Section 405.4.1 Compliant Software Page 6 ...Revisions\Working Dwgs:Sherman Residence RE.rup Calc=MJ8 Front Door faces: E OFFIL#L, 1_- ': FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Sherman Residence Builder Name: Street 536 Beach Ave Permit Office: City, State,Zip: Atlantic Beach,FL 32233 Permit Number: Owner Sherman Residence Jurisdiction: Duval County Design Location: FL,Jacksonville NAS County: Duval(Florida Climate Zone 2) 1.New construction or existing New(From Plans) 9. Wall types (1795 ft') Insulation Area(ft') 2.Single family or multiple family Single-Family a. 2x4 R-13 R=13.0 1483.00 b. Frame Wall 2 x 4 R-11 R=11.0 312.00 3.Number of units, if multiple family 1 c. N/A R= 4.Number of bedrooms 1 d. N/A R= 10. Ceiling types (744 ft2) Insulation Area(ft') 5.Is this a worst case? No a. metal R-20 R=20.0 744.00 6. Conditioned floor area above grade(ft2) 1133.75 b. N/A R= Conditioned floor area below grade(ft2) 0 c. N/A R= 7. Windows (315 ft2) Description Area(ft2) 11.D acts R Area(ft') Entire House 6.0 334.87 a.U-Factor: Dbl,U=0.270 314.76 b. SHGC: SHGC=0.23 b. U-Factor: 12.Cooling systems kBtu/hr Efficiency SHGC: a.Split air source heat pump 24.2 SEER: 16.0 c.U-Factor b. SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: a.Split air source heat pump 22.0 HSPF: 9.0 SHGC: b. Area Weighted Average Overhang Depth: 2.661 ft 14.Hot water systems Area Weighted Average SHGC: 0.230 a.Gas instantaneous(0 gal) Cap:0 gal EF:0.99 8. Floor types(672.75 ft2) Insulation Area(ft2) b.Conservation features a. floor over Carport R=19.0 204.75 (None) b. slab on grade R=0.0 468.00 c. N/A R= 15.Credits None Glass/Floor area: 0.278 Total Proposed Modified Loads: 35.24 PASS Total Baseline Loads: 37.11 I hereby certify that the plans and specifications covered by Review of the plans and specifications ...'[tiE St'trO this calculation are in compliance with the Florida Energy covered by this calculation indicates .-"i Code. , Digitally signed b compliance with the Florida Energy ;;., ,e ••. Acalks Thomas VWatanla Code.Before construction is completed, h)' !...if„.:•` '" Date:2018.06.18 P ,:�.� PREPARED BY: �'°"�^°� 1131x3-0400 this building will be inspected for i 'y,, ... t,; ,.e , , compliance with Section 553.908 DATE: Florida Statutes. s. I hereby certify that this building,as designed,is in •';" J .,? compliance with the Florida s- s y e sde. e, OQ WE t ,..'' OWNER/AGENT: • BUILDING OFFICIAL: ill DATE: 2'1 41.4. 2- ° /Y DATE: O /3I/I -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 starting July 1, 2017,this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50(R402.4.1.2). wriggle"Itsofe 2018-Jun-16 17:14:59 - • RightSuite®Universal 2018 18.0.20 RSU25344 Right-Energyla Florida 2017 Section 405.4.1 Compliant Software Paget ...Revisions\Working Dwgs\Sherman Residence RE.rup Calc=MJ8 Front Door faces: E FORM R405-2017 Building Input Summary Report PROJECT Title: Sherman Residence Bedrooms: 1 Address type: Street address Building Type: FLAsBuilt Bathrooms: 2 Lot#: Owner: Sherman Residence Conditioned Area: 1134 Block/Subdivision: #of Units: 1 Total Stories: 1 Platbook: Builder Name: Worst Case: No Street: 536 Beach Ave Permit Office: Rotate Angle: 0 County: Duval Jurisdiction: Duval County Cross Ventilation: No City, State, Zip: Atlantic Beach, FL 32233 Family Type: Single-Family Whole House Fan: No New/Existing: New(From Plans) Terrain: Ocean/Lake Year Construct: 2018 Shielding: Suburban Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp 1 Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville NAS FLJacksonville-Cr 2 34 96 70 75 995 46 Medium BLOCKS # Name Area Volume 1 Entire House 1364.75 ft2 11814.75 ft' SPACES # _ Area Volume Kitchen Occupants Bedrooms Infil ID FinishedCooled Heated 1 Kitchen 202.50 ft2 1822.50 ft' Yes 1 0 1 Yes Yes Yes 2 Bath 2 51.00 ft2 459.00 ft' No 0 0 1 Yes Yes Yes 3 Stairs 2 60.75 ft2 546.75 ft' No 0 0 1 Yes Yes Yes 4 Great Room 351.50 ft2 3163.50 fN No 1 0 1 Yes Yes Yes 5 Master Bath 81.50 ft2 652.00 ft' No 0 0 1 Yes Yes Yes 6 WC 30.00 ft2 240.00 ft' No 0 0 1 Yes Yes Yes 7 WH 14.00 ft2 112.00 ft' No 0 0 1 Yes Yes Yes 8 Entry 48.00 ft2 384.00 ft' No 0 0 1 Yes Yes Yes 9 Master Bedroom 294.50 ft2 2356.00 fN No 0 1 1 Yes Yes Yes FLOORS I # Floor Type _ Space Perimeter R-Value Area Tile Wood Carpet 1 floor over Carport Kitchen 2 ft 19 10.50 ft' 1.0 0 0 2 floor over Carport Great Room 22 ft 19 194.25 ft2 1.0 0 0 3 slab on grade Master Bath 20 ft 0 81.50 ft2 1.0 0 0 4 slab on grade WC O ft 0 30.00 ft2 1.0 0 0 5 slab on grade WH 4 ft 0 14.00 ft2 1.0 0 0 6 slab on grade Entry 7 ft 0 48.00 ft2 1.0 0 0 7 slab on grade Master Bedroom 35 ft 0 294.50 ft2 1.0 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 1 # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip RoofMetal 794 ft2 Light 0.75 No 0.90 No 20 14 ATTIC I # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 770.25 ft2 N N CEILING I # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 metal R-20 Kitchen 0 202.50 ft2 0.10 Wood 2 metal R-20 Bath 2 0 51.00 ft2 0.10 Wood 3 meta R-20 Stairs 2 0 60.75 ft2 0.10 Wood 4 metal R-20 Great Room 0 351.50 ft2 0.10 Wood 5 metal R-20 Master Bath 0 46.75 ft2 0.10 Wood 6 metal R-20 WC 0 17.50 ft2 0.10 Wood 7 metal R-20 WH 0 14.00 ft2 0.10 Wood 4114 wriyf,tsofit' 2018-Jun-16 17:14:59 Rig htSuite®Universai201818.0.20RSU25344 Right-Energy®Florida 2017 Section 405.4.1 Compliant Software Page 3 ...Revisions\Working Dwgs\Sherman Residence RE.rup Cale=MJ8 Front Door faces: E -11 e. 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Nis)iso NNNNNNNFyn)NNNNNNNrots)iv a 3 0ro- o Cl) ) (II cncn(ncn(ncncncncncn(ncncn(n(ncncncn(ncncncn o 5- a 0 I 0 2 00 ',2 Cl) 7 co Ori a n iO gr) 73 O'',� ZZZZZZZZZZZZZ s� 0 N 0000000000000 c�D aO T Z (/I -+ O p — CD rn m m m m m CO CD CD m rn CCDD O' oOJJJ0000000000JJJJJJO 0 tm 2 o z cn(n(ncncncn(ncncn(ncn(ncncncncncncncncncnc1 o 0) Y.. v !IE g EZ G) m m D 7 (0 0 to 0 i 0 ZZZZZZZZZZZZZ m -• C) '< c < _ 7 000000000000 m 0000000000000000000o0O am j ('� 7073=77707077 7 CD mA -A 0 I -�Iu, N mmmmmmmmmmmmmo O o A FORM R405-2017 TEMPERATURES Programmable Thermostat: Ceiling Fans: Cooling [ XX Tann [ XX] Feb [ X) Mar [ X) Apr [ XX] MMa [ XX] JJuunn [ XX] JJuul [ XX] Aug [ XX] Seep [ XX] Oct [ XX] Nov [ X] Dec Venting EX 1Jan [ X1Feb [ X) Mar [ X) Apr [ X) May [ X] Jun [ X1Jul [ X] Aug [ X] Sep [ X1Oct [ XlNov [ X1 Dec Thermostat Schedule: Florida Building Code,6th Edition Hours Schedule Type (2�� 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 +1.1- ant visit,csoft- 2018-Jun-15 17:14:59 Rig ht-Su ite8 Universal 2018 18.0.20 RSU25344 Right-Energy®Florida 2017 Section 405.4.1 Compliant Software Pages ...Revisions\Working Dwgs\Sherman Residence RE.rup Cak=MJ8 Front Door faces: E FORM R405-2017 Florida Departtrl ntofBu iness and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 536 Beach Ave PERMIT#: Atlantic Beach, FL 32233 MANDATORY REQUIREMENTS -See individual code sections for full details. SECTION R401 GENERAL R401.2 Projects shall comply with one of the following: 2.Section R405 and the provissions of Section R401 through R404 labeled"Mandatory". R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statues)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. completed and signed by the builder The building official shall verify that the EPL display card accurately reflects the plans and specifications submitted to demonstrate 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 Installation. The 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 402.4.1.1,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/RESET/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 provideto 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 labeledin accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-figging doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage. Windows,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 AAMAM/DMA/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. 41- Ivo►-iplhrtloco fit 2018-Jun-16 17:14:59 RightSuite®Universal 2018 18.0.20 RSU25344 Rig ht-Energy Florida 2017 Section 405.4.1 Compliant Software Page 7 ...Revisions\Working Dwgs\Sherman Residence RE.rup Cale=MJ8 Front Door faces: E FORM R405-2017 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 apliances 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. R403.1 Controls SECTION R403 SYSTEMS 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 and 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 air flow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing. Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Post construction 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. All registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct 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(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace termperature 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 dedicated retum 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 how 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. wiroirairlitior.ofit` 2018-Jun-16 17:14:59 RightSuite®universal201818.0.20RSU25344 Right-Energy®Florida 2017 Section 405.4.1 Compliant Software Page8 ...Revisions\Working Dwgs\Sherman Residence RE.rup Cak=MJ8 Front Door faces: E FORM R405-2017 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 1/2 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 Storage water heater temperature controls. 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 met the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water heating system.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 dose when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure of for mechanical ventilation shall meet the following criteria: 1.The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2.No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawispaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(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 or 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 methodologies, heating and cooling calculation 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 HVI Standard 916 444- wrlyhtrnft' 2018-Jun-16 17:14:59 -- • • - Rig ht-SuRe®U niv ersal 2018 18.0.20 RSU25344 Right-Energy® Florida 2017 Section 405.4.1 Compliant Software Page9 ...Revisions\Working Dwgs\Sherman Residence RE.rup Calc=MJ8 Front Door faces: E 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 avaiable 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 AI-RI 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 Provis ions 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 systemw hen the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that w ill 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 tum 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 operations. 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. wriyhtro►c Right-Suite® 59 Universal 2018 18.0.20 RSU25344 Rig ht-Energy Florida 2017 Section405.4.1 Compliant Softwarre�urr161 Page 10 1 0 ...Revisions\Working Dwgs\Sherman Residence RE.rup Cak=MJ8 Front Door faces: E MANDATORY REQUIREMENTS-(Continued) 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(Mandatory).The 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(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. Via- wr iahtsoTt 2018-Jun-16 17:14:59 Right-Suite®Universal 2018 18.0.20 RSU25344 Rig ht-Energy® Florida 2017 Section 405.4.1 Compliant Software Page 11 ...Revisions\Working Dwgs\Sherman Residence RE.rup Calc=MJ8 Front Door faces: E FORM R405-2017 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name• Sherman Residence Builder Name Street 536 Beach Ave Permit Office: City;State:Zip: Atlantic Beach, FL 32233 Permit Number: Owner: Sherman Residence Jurisdiction: Duval County Design Location. FL,Jacksonville NAS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope.The exterior thermal envelope Air-permeable insulation shall not be used as a requirements contains a continuous barrier.Breaks or joints in the sealing material. air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attics paces shall be sealed. Walls The junction of the foundation and sill plate Cavities with corners and headers of frame walls shall be sealed.The junction of the top plate shall be insulated by completely filling the cavity and the top of exterior walls shall be sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows,skylights The space between window/door jambs and framing, and doors and skylights and framing shall be sealed. Rim joists are insulated and include an air Rim joists shall be insulated. Rim joists barrier. Floors(including The air barrier shall be installed at any exposed Floor framing cavity Insulation shall be installed above-garage and edge of insulation. to maintain permanent contact with the underside cantilevered floors) of subfloor decking,or floor framing cavity insulation shall be permitted to be in contact with the top sideof 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 Exposed earth in unvented crawl spaces shall be Where provided in lieu of floor insulation, walls covered with a Class I vapor retarder with insulation shall be permanently attached overlapping joints taped. to the crawlspace walls. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage Air sealing shall be provided between the garage separation and conditioned spaces. Recessed Recessed light fixtures installed in the building Recessed light fixtures installed in the lighting thermal envelope shall be sealed to the drywall. building thermal envelope shall be air tight and IC rated. Plumbing and Batt insulation shall be cut neatly to fit around wiring wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on The air barrier shall be installed behind Exterior walls adjacent to showers and tubs exterior wall electrical or communication boxes or air-sealed shall be insulated. boxes shall be installed. Electrical/phone The air barrier shall be installed behind box on exterior electrical or communication boxes or air-sealed walls boxes shall be installed. HVAC register HVAC register boots that penetrate building boots thermal envelope shall be sealed to the subfloor or drywall. Concealed When required to be sealed,concealed fire sprinklers sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. ►{r ", !j'•'-"wf' 2018-Jun-16 17:14:59 Right-Suite®Universal 2018 18.0.20 RSU25344 Rig ht-Energy 0 Florida 2017 Section 405.4.1 Compliant Software Page 12 ...Revisions\Working Dwgs\Sherman Residence RE.rup Calc=MJ8 Front Door faces: E ro FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Methods Pro ect Name: her an R sidence �et� g6 e h� e � ityeet te, Ziip: tLlan cfeac� F-4 3233 Pi'lliargfEe'r: ond.nFloor Area: 1134112ksonvl fe NAS (And. 118lbcounty Cond. Volume: 1 Envelope Leakage Test Results Leakage Characteristics Regression Data: g C: n: R: ,Single_nr Mirth_P_oint_TestData' Required ACH(50)from HOIISF PRFSSURE FLOW FORM R405-2017: 1 . Pa dm._ _2_ Pa cfm Tested ACH(50)*: 3 Pa cfm 4 Pa cfm *Tested leakage must be less than or equal to the required ACH(50)shown on Form R405-2017 for this building. If the 5 Pa cfm tested ACH(50)is less than 3,the building must have a 6 Pa __ mechanical ventilation system. 402.4.1.2 Testing option. 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 definedin Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(,3)(f) (q),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 Me 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 dosed 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, i7'installed at the time of the test,shall be fully open. I herby certify that the above envelope leakage Testing shall be conducted by either . .HEST performance results demonstrate compliance with individuals as defined in Section ; � . , . Florida Energy Code requirements in accordance 553.993(5) or(7), Florida Statutes 4' "�, ' t _ z 4. r4 ,. 7i. p with Section R402.4.1.2. or individuals licensed as set forth '•••. .( r-x . o ; in Section 489.105(3)(f), (g), or(i) or - - '!" an approved third party.A written .. , .t report of the results of the test shall Signature: be signed by the party conducting ��COpv'`�'' • the test and provided to the code Printed Name: official. ,�y� DATE: BUILDING OFFICIAL: / � ' DATE: 7-e)-3 .1 F wripfst*c fR- 2018-Jun-1617:14:59 - Right-Suite®Universa1201818.0.20 RSU25344 Right-Energy® Florida 2017 Section 405.4.1 Compliant Software Page 13 ...Revisions\Working Dwgs\Sherman Residence RE.rup Cak=MJ8 Front Door faces: E OFFICE COPY FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Sherman Residence Builder: Street: 536 Beach Ave Permit Office: City, State, Zip: Atlantic Beach FL 32233 Permit Number: Design Location: FL, Jacksonville NAS Jurisdiction: Duval County Duct Test Time: Post Construction Required Duct Leakage from FORM R405-2017 Qn (Out) Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakase 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3cfm25(Out) 4 System 4 cfm25(Out) 5 Tested Total Sum lines 1-4 - House Duct System Divide by Leakage (Total Conditioned Floor Area) Qn(Out)* *Tested Qn(Out)must be less than or equal to the required Qn(Out) I certify the above tested leakage to outside, Qn, Duct tightness shall be verified by is not greater than the proposed duct leakage testing to ANSI/RESNET/ICC 380 by ::' ,tUE STAT' Qn specified on FORM R405-2017. either individuals as defined in Section 553.993(5) or(7), Florida =4" ii Statutes, or individuals licensed as ,,,. 10':. set forth in Section 489.105(3)(f), (g), - or(i), Florida Statutes. >j _ . Signature: Printed Name: f�COD wrr � DATE: BUILDING OFFICIAL: ./19/- DATE: 7 5.dot wat-ipticrnft- 2018-Jun-16 17:14:59 Right-Suite®Universal 2018 18.0.20 RSU25344 Rig ht-Energy Florida 2017 Section 405.4.1 Compliant Software Page 14 ...Revisions\Working Dwgs\Sherman Residence RE.rup Calc=MJ8 Front Door faces: E Reference Home Characteristics Sherman Residence Title: Sherman Residence RE TMY City: FL_Jacksonville-Cr 536 Beach Ave Atlantic Beach, FL 32233 FLBase2014 Charles Dixon III Above-grade Walls(Uo) Post Office Bo 5 1 Jacksonville Beach, 2240 Above-grade Wall Solar Absorptance (904)223-49A5 Above-grade Wall Infared Emittance 0.90 Basement Walls (Uo) n/a Above-grade Floors (Uo) n/a Slab Insulation R-Value 0.0 Ceilings (Uo) 0.030 Roof Solar Absorptance 0.75 Roof Infared Emittance 0.90 Attic Vent Area(ft2) 2.57 Crawls pace Vent Area(ft2) n/a Exposed Masonry Floor Area (ft2) 139.80 Carpet& Pad R-Value 2.0 Door Area(ft2) 40.00 Door U-Factor 0.400 North Wndow Area(ft2) 42.52 South Wndow Area(ft2) 42.52 East Wndow Area(ft2) 42.52 1Akst Wndow Area(ft2) 42.52 Window U-Factor 0.400 Window SHGC(Heating) 0.2169 Window SHGC(Cooling) 0.2169 ACH 50 7.00 Internal Gains* (Btu/day) 54485 Water heater gallons per day 40.00 Water Heater set point temperature 120.00 Water heater efficiency rating 0.95 Labeled Heating System Rating and Efficiency HSPF=8.2 Labeled Cooling System Rating and Efficiency SEER = 14.0 Air Distribution System Efficiency 0.88 Thermostat Type Manual Heating Thermostat Settings 72.0(All hours) Manual S Compliance Report Job: Sherman Residence ')�� 0 � CS Date: June 18,2018 \ ,S'�%,L .We are the missing piece' Entire HouseDigitally signed by By. ScottPingieton ___G� Thomas VPlatania Date:2018.06.18ProCalcs, LLC uassszsa rmtato,to 13:28:48-04'W' P.O.Box 882032,Port Saint Lupe,FL 34988 Phone:772-882-5700 Email:tom@procalcs.netWeb:xmw.ProCalcs.Net License:CACI 815254 RTIN#0105474 Project Information For. Sherman Residence 536 Beach Ave,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 95.7°F Sensible gain: 18830 Btuh Entering coil DB: 75.1°F Outdoor design WB: 77.1°F Latent gain: 2370 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 21200 Btuh Indoor RH: 50% Estimated airflow: 864 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Trane Model: 4TWR6024H1+TEM6A0B24H21++TDR Actual airflow. 864 dm Sensible capacity: 19093 Btuh 101%of load Latent capacity: 3428 Btuh 145%of load Total capacity: 22521 Btuh 106%of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 33.5°F Heat loss: 16820 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Trane Model: 4TWR6024H1+TEM6A0B24H21++TDR Actual airflow 432 cfrn Output capacity: 16907 Btuh 101%of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow 432 cfm Output capacity: 5.0 kW 101%of load Temp.rise: 36 °F Meets all requirements of ACCA Manual S. ' wrightsoft° 2018-Jtn1617:10:00 »w � , Right-Stite®UriversaI201818.020RSU25344 ^ �CAPage 1 ...isiors\WorkirgDwps\SherrrenResidence Firal.rup Caic=MJB Frort Door faces:E Job: Sherman Residence Load Short Foran z (pro . ks' Date: June 18,2018 Av....n,..ti..nga.. Entire House By. ScottPingIeton ProCalcs, LLC P.O.Box 882032,Port Said Lude,FL 34988 Phone:772-882-5700 Email:torr@procalcs..netVlkb:www.ProCalcs.Net License:CAC1815254 RTIN*0105474 Project Information For. Sherman Residence 536 Beach Ave,Atlantic Beath,FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 34 96 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/1 Design TD(°F) 37 21 Pressure/AVF 50 Pa/811 dm Daily range - M Inside humidity(%) 50 50 Moisture difference(grAb) 32 46 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6024H1 Cond 4TWR6024H1 AHRI ref 7562095 Coil TEM6A0B24H21++TDR AHRI ref 7562095 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 19360 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 4840 Btuh Temperature rise 46 °F Total cooling 24200 Btuh Actual airflow 432 cf n Actual airflow 864 dm Airflow factor 0.026 dm/Btuh Air flow factor 0.046 dm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point=27°F Backup: Input=5 kW, Output=17061 Btuh,100 AFUE ROOM NAME Area Htg load Gg load HtgAVF GgAVF (ft2) (Btuh) (Ruh) (dm) (dm) Kitchen 203 3191 5462 82 251 Bath 2 51 602 645 15 30 Stairs 2 61 1295 1115 33 51 Great Room 352 4034 4497 104 206 Carport 231 0 0 0 0 Master Bath 82 2440 1824 63 84 WC 30 696 302 18 14 WH 14 0 0 0 0 Entry 48 778 755 20 35 Master Bedroom 295 3784 4231 97 194 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -4 - wrightsoft- 2018-J1s►1617:1000 ..,...,,-,--,...,--0---,--, Right-Stite®Uriversa1201818.020 RSU25344 ktik \WorldPage 1 ..isiors rg DwgslSherman Residence Frel.np Calc=MJ8 Front Doar faces:E Entire House 1365 16820 18830 432 864 Other equip loads 0 0 Equip.@ 1.00 RSM 18830 Latent cooling 2370 TOTALS 1365 16820 21200 432 864 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft` 2018-Jur1617:10:00 J.� ,.......m,r.-••., Riglt-Sute®Urivereal 201818.020RSU25344 Paget ...isions\Worki g Dwgs\Sherrnan Residence Frel.np Calc=MJ8 Fort Door faces:E BuildingAnalysis Job: Sherman Residence dence Date: June 18,20184'- WCa eaehembrinalpecs Entire House By. Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Sairt Lucie,FL 34988 Phore:772-882-5700 Email:tom©procalcsnetWeb:vww.ProCalcs.Net License:CACI 815254 RTIN#0105474 Pro-ect Information For. Sherman Residence 536 Beach Ave,Atlantic Beach,FL 32233 Design Conditions Location: Indoor. Heating Cooling Jacksonville NAS,FL,US Indoor temperature(°F) 70 75 Elevation: 23 ft Design TD(°F) 37 21 Latitude: 30°N Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grAb) 32.2 46.2 Dry bulb(°F) 34 96 Infiltration: Daily range(°F) - 16 ( M ) Method Blower door Wet bulb(°F) - 77 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/811 dm Heatin• Component Btuh/ft2 Btuh %of load Walls 2.8 5057 30.1 ucts Glazing 9.9 3023 18.0 Walls Doors 0 0 0nrttration Ceilings 1.9 1486 8.8 Floors 3.5 3169 18.8 Infiltration 1.4 2538 15.1 Duds 1547 9.2 Piping 0 0 Floor Humidification 0 0 Glazing Ventilation 0 0 Ceiings Adjustments 0 Total 16820 100.0 Coolin• Component Btuh/ft2 Btuh %of load Walls 2.1 3712 19.7 Glazing 23.0 7054 37.5 Walls Doors 0 0 0 nternal Gains Ceilings 1.4 1107 5.9 Floors 0.2 179 0.9 Infiltration 0.5 835 4.4 Duds 1083 5.8 Ventilation 0 0 Ducts Internal gains 4860 25.8 Infiltration Blower 0 0 Other Adjustments 0 Glazing Ceilings Total 18830 100.0 Latent Cooling Load=2370 Btuh Overall U-value=0.182 Btuh/ft2-°F Data entries checked. wrightsoft" 2018-Ju.1617:1090 • '. --'-^*-^ Right-Sute®Uriversal201818.020RSU25344 Page 1 /F.C.P. ...isions\WorldngDwgslShermanResidence Arel.n!p Calc=MJ8 Frort Door faces:E ��,� Project Summary Job: Sherman Residence * pca'� Summary Date: June 18,2018 Entire House By: Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Prone:772-882-5700 Email:tom@procaksnetWeb:vvwv.ProCalcs.Net License:CACI 815254 RTIN#0105474 Pro'ect Information For. Sherman Residence 536 Beach Ave,Atlantic Beath,FL 32233 Notes: Charles Dixon III Post Office Box 50671 Jacksonville Beach,FL 32240 (904)223-4139 Desi•n Information Weather. Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 96 °F Inside db 70 °F Inside db 75 °F Design TD 37 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 46 grab Heating Summary Sensible Cooling Equipment Load Sizing Structure 15273 Btuh Structure 17746 Btuh Ducts 1547 Btuh Ducts 1083 Btuh Central vent(0 dm) 0 Btuh Central vent(0 dm) 0 Btuh (none) 0 Btuh Blower e ) 0 Btuh Piping 0 Btuh Equipment load 16820 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18830 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/811 cfm Structure 1552 Btuh Duds 818 Btuh Central vent(0 dm) 0 Btuh Heating Cooling (none) Area(ft2) 1134 1134 Equipment latent load 2370 Btuh Volume(ft') 9736 9736 Air changes/hour 0.39 0.23 Equipment Total Load(Sen+Lat) 21200 Btuh Equiv.AVF(dm) 63 37 Req.total capacity at 0.80 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6024H1 Cond 4TWR6024H1 AHRI ref 7562095 Coil TEM6A0B24H21++TDR AHRI ref 7562095 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 19360 Btuh Heating output 22000 Btuh©47°F Latent cooling 4840 Btuh Temperature rise 46 °F Total cooling 24200 Btuh Actual air flow 432 cfrn Actual airflow 864 dm Airflow factor 0.026 dm/Btuh Air flow factor 0.046 dm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point=27°F Backup: Input=5 kW, Output=17061 Btuh, 100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. PP- wriehtsoft- 2018-Ju}1617:10:00 • ',-..'."• -w•.. Right-Suite®Uriversal201818.0.20RSU25344 ...isioro\World Page 1 rg DwgslSherman Residence Firel.np Calc=MJ8 Front Door faces: E 4'.tf''tr`Ca1u Right-J® Worksheet Job: Sherman Residence Entire House Date: June 18,2018 By: Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:www.ProCalcs.Net License:CACI 815254 RTIN#0105474 1 Room name Entire House Kitchen 2 Exposed wall 204.0 ft 41.0 ft 3 Room height 8.7 ft 9.0 ft heaUcool 4 Room dimensions 1.0 x 202.5 ft 5 Room area 1364.8 8' 202.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft`-°F) (Btuh/R') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 62(4 R-13 0.091 n 2.03 1.61 477 405 821 653 81 45 150 120 G ProCalcs New Default 0.270 n 9.86 921 18 0 177 166 0 0 0 0 G ProCalcs New Default 0.270 n 9.86 921 18 0 177 166 0 0 0 0 ProCalcs New Default 0.270 n 9.86 921 36 0 352 329 36 0 352 329 1 1 W 2x4 R-13 0.091 e 2.06 1.64 417 344 707 563 0 0 0 0 ProCalcs New Default 0.270 e 9.86 21.07 74 27 724 1548 0 0 0 0 W 2x4 R-13 0.091 s 3.32 2.64 399 369 1223 974 95 89 294 234 G ProCalcs New Default 0.270 s 9.86 1121 12 12 118 135 6 6 59 67 - ProCalcsNewDefault 0.270 s 9.86 1121 18 18 181 206 0 0 0 0 W 2x4 R-13 0.091 w 3.32 2.64 479 347 1153 918 194 157 520 414 -G ProCalcs New Default 0270 w 9.86 20.62 8 7 79 165 0 0 0 0 -C' ProCalcs New Default 0.270 w 9.86 1921 6 6 59 115 0 0 0 0 G ProCalcs New Default 0.270 w 9.86 32.90 20 2 197 658 20 2 197 658 -G ProCalcs New Default 0.270 w 9.86 27.38 17 0 165 459 17 0 165 459 -G ProCalcs New Default 0.270 w 9.86 30.58 80 22 792 2459 0 0 0 0 P Partition Wall 2 x 4 0.101 - 3.70 1.94 312 312 1154 605 0 0 0 0 C 16X19-Orad 0.408 - 0.00 0.00 26 26 0 0 0 0 0 0 C metal R-20 0.405 - 2.00 1.49 744 744 1486 1107 203 203 404 301 F 19A-19bscp 0.049 - 1.40 0.79 11 11 15 8 11 11 15 8 F 20P-19t 0.050 - 1.83 0.88 194 194 355 170 0 0 0 0 F 22A-tpm 1.180 - 28.86 0.00 699 97 2800 0 0 0 0 0 6 c)AED excursion 648 6 Eneelope loss/gain 12735 12052 2157 2597 12 a) Infiltration 2538 835 632 208 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances/other 4400 2000 Subtotal(lines 6 to 13) 15273 17746 2788 5034 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15273 17746 2788 5034 15 Dud loads 10% 6% 1547 1083 14% 8°k 403 427 Total room load 16820 18830 3191 5462 Air required(dm) 432 864 82 251 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -+}' wrtghtsoRun -' 2018-J -1617:10:00 "ZcA """'"""""' """'""' Right-Suite®Uriversal201818.0.20 RSU25344 Page 1 ...isiore1Worldrgangs1ShermanResiderrcefrral.rup Calc=MJ8 FrortDoorfaces: E *-.i-'s+ -CaICS Rig ht-J® Worksheet Job: Sherman Residence Entire House Date: June 18,lois By. Scott Pingleton ProCaics, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:vw✓w.ProCalcs.Net License:CACI 815254 RTIN#0105474 1 Room name Bath 2 Stairs 2 2 E posed wall 8.5 It 17.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.0 x 8.5 ft 1.0 x 60.8 ft 5 Room area 51.0 ft` 60.8 ft' Ty Construction U-value Or HTM Area On Load Area (1t') Load number (Btuhift"F) (Btuhm) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 2x4 R-13 0.091 n 2.03 1.61 0 0 0 0 0 0 0 0 . G Pro Calcs New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 -G ProCalcs New Detault 0.270 n 9.86 921 0 0 0 0 0 0 0 0 11 W 2x4 R-13 0.091 e 2.06 1.64 0 0 0 0 86 67 223 177 G ProCalcs New Default 0.270 e 9.86 21.07 0 0 0 0 18 7 181 387 W 2x4 R-13 0.091 s 3.32 2.64 77 71 234 186 68 49 163 130 G ProCalcs New Default 0.270 s 9.86 1121 6 6 59 67 0 0 0 0 -G ProCalcs New Default 0.270 s 9.86 1121 0 0 0 0 18 18 181 206 W 2x4 R-13 0.091 w 3.32 2.64 0 0 0 0 0 0 0 0 -C' ProCalcsNewDefault 0.270 w 9.86 20.62 0 0 0 0 0 0 0 0 --G ProCalcs New Default 0.270 w 9.86 1921 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.270 w 9.86 32.90 0 0 0 0 0 0 0 0 -G Pro Cal cs New Default 0.270 w 9.86 27.38 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.270 w 9.86 30.58 0 0 0 0 0 0 0 0 P Partition Wall 2 x4 0.101 - 3.70 1.94 0 0 0 0 0 0 0 0 C 16X19.Omd 0.408 - 0.00 0.00 0 0 0 0 0 0 0 0 C metal R-20 0.405 - 2.00 1.49 51 51 102 76 61 61 121 90 F 19A-19bscp 0.049 - 1.40 0.79 0 0 0 0 0 0 0 0 F 20P-191 0.050 - 1.83 0.88 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 - 28.86 0.00 0 0 0 D 0 0 0 0 6 c)AED excursion -28 -49 Envelope loss/gain 395 301 869 942 12 a) Infiltration 131 43 262 86 b) Room ierrtilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 250 0 Subtotal(lines 6to 13) 526 594 1131 1028 Less external load 0 0 0 0 Les transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 526 594 1131 1028 15 Dud loads 14% 8% 76 50 14% 8% 163 87 Total room load 602 645 1295 1115 Air required(dm) 15 30 33 51 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -PIA-- wrI Uitsoft- 2018-Jun-1617:10:00 ...,......t...1..„ Right-Suite®Universal 2018 18.0.20 RSU25344 Page2 ...isionslWorldrrDwgslShermanResidence Final.rxp Calc=MJ8 Fran Door faces E if,:ri' a+ Right-J® Worksheet Job: Sherman Residence ;„~"Ca!u g Date: June 18,2018 w•R • Entire House By. Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Erna il:tom@procalcs.netVVeb:v w.ProCalcs.NetLicense:CAC1815254RTIN#0105474 1 Room name Great Room Carport 2 Exposed wall 40.5 8 32.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft uncondit 4 Room dimensions 1.0 x 351.5 ft 1.0 x 231.0 ft 5 Room area 351.5 ft' 231.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (1F) Load number (Btuhit'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 2x4 R-13 0.091 n 2.03 1.61 162 126 418 333 158 158 0 0 G Pro Calcs New Default 0.270 n 9.86 921 18 0 177 166 0 0 0 0 G Pro Calcs New Default 0.270 n 9.86 921 18 0 177 166 0 0 0 0 -G ProCalw New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 11 IW 2x4 R-13 0.091 e 2.06 1.64 153 98 325 259 131 131 0 0 I---C ProCalcs New Default 0.270 e 9.86 21.07 55 20 543 1161 0 0 0 0 W 2x4 R-13 0.091 s 3.32 2.64 5 5 15 12 0 0 0 0 G ProCalcs New Default 0270 s 9.86 1121 0 0 0 0 0 0 0 0 -C ProCalcsNewDefault 0.270 s 9.86 1121 0 0 0 0 0 0 0 0 W 2x4 R-13 0.091 w 3.32 2.64 45 39 129 103 0 0 0 0 -G ProCatcsNew Default 0.270 w 9.86 20.62 0 0 0 0 0 0 0 0 -C Pro Gatos New Default 0.270 w 9.86 1921 6 6 59 115 0 0 0 0 -G ProCalcs New Default 0.270 w 9.86 32.90 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.270 w 9.86 27.38 0 0 0 0 0 0 0 0 -C ProCalcs New Default 0.270 w 9.86 30.58 0 0 0 0 0 0 0 0 P Partition Wall x 4 0.101 - 3.70 1.94 0 0 0 0 0 0 0 0 C 16X19-0md 0.408 - 0.00 0.00 0 0 0 0 26 26 0 0 C metal R-20 0.405 - 2.00 1.49 352 352 702 523 0 0 0 0 F 19A-19bscp 0.049 - 1.40 0.79 0 0 0 0 0 0 0 0 F 20P-191 0.050 - 1.83 0.88 194 194 355 170 0 0 0 0 F 22A-tpm 1.180 - 28.86 0.00 0 0 0 0 231 32 0 0 6 c)AED excursion -198 0 Envelope loss/gain 2901 2810 0 0 12 a) Infiltration 624 205 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 1 230 0 0 Appliances/other 900 0 Subtotal(lines 6 to 13) 3525 4145 0 0 Less estemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3525 4145 0 0 15 Dud loads 14% 8% 509 352 0% 0% 0 0 Total room load 4034 4497 0 0 Air required(dm) 104 206 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -41- wrigFataoft- 2018-Ju-1617:10.00 ""' "" " Right-Suite®Universal 2018 18.0.20 RSU25344ACCA Page 3 ...isiors1WorlorgCmgs\ShermanResidence Rnal.rup Calc=MJ8 Front Door faces: E Ri ht-J® Worksheet Job: Sherman Residence Entire House Date: June 18,2018 By: Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Sairt Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net VVeb:vnvw.ProCalcs.Net License:CAC1815254 RTIN#0105474 1 Room name Master Bath WC 2 Exposed wall 20.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heatkod 4 Room dimensions 1.0 x 81.5 ft 7.5 x 4.0 ft 5 Room area 81.5 ft' 30.0 ft' Ty Construction U-value Or HTM Area (8) Load Area (ft) Load number iBtuhRt'-"F) (Btuhift) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIP/S Heat Cool 6 VJ 2x4 R-13 0.091 n 2.03 1.61 44 44 146 116 0 0 0 0 . G ProCalcs New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 . G ProCalcs New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 --G Pro Calcs New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 11 IW 2x4 R-13 0.091 e 2.06 1.64 0 0 0 0 0 0 0 0 I--G Pro Cal cs New Default 0.770 e 9.86 21.07 0 0 0 0 0 0 0 0 VLG2x4 R-13 0.091 s 3.32 2.64 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.270 s 9.86 1121 0 0 0 0 0 0 0 0 ProCalcs New Default 0.270 s 9.86 1121 0 0 0 0 0 0 0 0 VJ 2x4 R-13 0.091 w 3.32 2.64 116 108 358 285 0 0 0 0 -G ProCalcs New Default 0.270 w 9.86 20.62 8 7 79 165 0 0 0 0 I --G ProCalcs New Default 0.270 w 9.86 1921 0 D 0 0 0 0 0 0 G ProCalcs New Default 0.270 w 9.86 32.90 0 0 0 0 0 0 0 0 -G Pro Calcs New Default 0.270 w 9.86 27.38 0 0 0 0 0 0 0 0 G Pro Cal cs New Default 0.270 w 9.86 30.58 0 0 0 0 0 0 0 0 P Partition Wall 2 x4 0.101 - 3.70 1.94 28 28 104 54 88 88 325 171 C 16X19-Omd 0.408 - 0.00 0.00 0 0 0 0 0 0 0 0 C metal R-20 0.405 - 2.00 1.49 47 47 93 70 18 18 35 26 F 19A-19bsca 0.049 - 1.40 0.79 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 1.83 0.88 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 - 28.86 0.00 82 20 861 0 30 0 0 0 6 c)AED excureon 72 -9 Envelope loss/gain 1642 762 360 188 12 a) Infiltration 274 90 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 750 0 Subtotal(lines 6 to 13) 1915 1602 360 188 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 217 79 248 90 14 Subtotal 2132 1681 608 278 15 Dud loads 14% 8% 308 143 14% 8% 88 24 Total room load 2440 1824 696 302 Airrequired(dm) 63 84 18 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pia- wrtgs-r,taoft- 2018-Ju-l617:10:00 A51., """""'"'- Right-Sute®Unversa12018 18.0.20 RSU25344 Page 4 ...isionslWorldrgDwgs\ShermanResidence Rrel.nq Calc=MJ8 FrortDoor faces: E ..te..'1- , aics Right-J® Worksheet Job: Sherman Residence Date: June 18,2018 Entire House By: Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Sairt Lune,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:ssw.ProCalcs.Net License:CAC1815254 RTIN#0105474 1 Room name WH Entry 2 Exposed wall 4.0 ft 6.5 ft 3 Room height 8.0 ft heatkool 8.0 ft heat/cool 4 Room dimensions 3.5 x 4.0 ft 6.0 x 8.0 ft 5 Room area 14.0 ft' 48.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuhi1t'-"F) (Btuhit') or perimeter (ft) (Ruh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross NIP/S Heat Cool 62x4 R-13 0.091 n 2.03 1.61 32 32 106 85 0 0 0 0 . G ProCalcsNewDefault 0.270 n 9.86 921 0 0 0 0 0 0 0 0 . G ProCalcs New Default 0.270 n 9.86 921 0 0 0 0 0 0 0 0 ProCalcsNewDefault 0270 n 9.86 9.21 0 0 0 0 0 0 0 0 1 1 IW 2x4 R-13 0.091 e 2.06 1.64 0 0 0 0 48 48 159 127 G ProCalcsNewDefault 0270 e 9.86 21.07 0 0 0 0 0 0 0 0 W 2x4 R-13 0.091 s 3.32 2.64 0 0 0 0 4 4 13 11 -G ProdalcsNew Default 0.270 s 9.86 1121 0 0 0 0 0 0 0 0 -G ProCalcsNewDefault 0.270 s 9.86 1121 0 0 0 0 0 0 0 0 W 2x4 R-13 0.091 w 3.32 2.64 0 0 0 0 0 0 0 0 -G ProCalcsNewDefault 0.270 w 9.86 20.62 0 0 0 0 0 0 0 0 -G ProCalcsNewDefault 0.270 w 9.86 1921 0 0 0 0 0 0 0 0 G ProCalcs New Default 0.270 w 9.86 32.90 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.270 w 9.86 27.38 0 0 0 0 0 0 0 0 -G ProCalcs New Default 0.270 w 9.86 30.58 0 0 0 0 0 0 0 0 P Partition Wall2x4 0.101 - 3.70 1.94 28 28 104 54 64 64 237 124 C 16X19-0md 0.408 - 0.00 0.00 0 0 0 0 0 0 0 0 C metal R-20 0.405 - 2.00 1.49 14 14 28 21 0 D 0 0 F 19A-19bscp 0.049 - 1.40 0.79 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 1.83 0.88 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 - 28.86 0.00 14 4 172 0 48 7 280 0 6 c)AED excursion -8 -36 Envelope loss/gain 410 152 689 226 12 a) Infiltration 55 18 89 29 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliancas/other 0 500 Subtotal(lines 6 to 13) 465 170 778 755 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribu8on -465 -170 0 0 14 Subtotal 0 0 778 755 15 Dud loads 14% 8% 0 0 -0% 0% 0 0 Total room load 0 0 778 755 Air required(dm) 0 0 20 35 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - .-igl-otsotFi- 2018-Jur-1617:10:00 RCCA Rigtt-Stite®Urtversal 2018 18.0.20 RSU25344 9 Pa e 5 ...isions\Worki g DwgslSherman Residence Final.tip Calc=MJ8 Front Door faces: E 4' L1 )CaICs Right-J® Worksheet Job: Sherman Residence Entire House Date: June 18,2018 By. Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Saint Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcs.net Web:vx✓w.ProCalcs.Net License:CAC1815254 RTIN#0105474 1 Room name Master Bedroom 2 Exposed wall 34.5 ft 3 Room height 8.0 ft heatkool 4 Room dimensions 15.5 x 19.0 ft 5 Room area 294.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number (Bluh#t-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 2x4 R-13 0.091 n 2.03 1.61 0 0 0 0 - G ProCalcsNewDefault 0.270 n 9.86 9.21 0 0 0 0 . -_G ProCalcsNewDefault 0.270 n 9.86 921 0 0 0 0 --G ProCalcsNewDefault 0.270 n 9.86 921 0 0 0 0 11 W 2x4 R-13 0,091 e 2.06 1.64 0 0 0 0 I� ProCalcsNewDefault 0.270 e 9.86 21.07 0 0 0 0 W 2x4 R-13 0.091 s 3.32 2.64 152 152 504 402 ISG ProCalcs New Default 0.270 s 9.86 1121 0 0 0 0 ProCalcs New Default 0.270 s 9.86 1121 0 0 0 0 W 2x4 R-13 0.091 w 3.32 2.64 124 44 145 115 --G ProCalcsNewDefault 0.270 w 9.86 20.62 0 0 0 0 -1' ProCalcsNewDefault 0270 w 9.86 1921 0 0 0 0 G ProCalcsNewDefault 0.270 w 9.86 32.90 0 0 0 0 -G ProCalcs New Default 0.270 w 9.86 27.38 0 0 0 0 G ProCalcsNewDefault 0.270 w 9.86 30.58 80 22 792 2459 P Partition Wall 2 x 4 0.101 - 3.70 1.94 104 104 385 202 C 16X19-Omd 0.408 - 0.00 0.00 0 0 0 0 C metal R-20 0.405 - 2.00 1.49 0 0 0 0 F 19A-19bscp 0.049 - 1.40 0.79 0 0 0 0 F 20P-191 0.050 - 1.83 0.88 0 0 0 0 F 22A-tpm 1.180 - 28.86 0.00 295 35 1486 0 6 c)AED excursion 898 Envelope loss/gain 3312 4075 12 a) Infiltration 472 155 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6to13) 3784 4231 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3784 4231 15 Dud loads -0% 0% 0 0 Total room load 3784 4231 Ar required(chin) 97 194 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -"la- wrIlgFrtsoft- 2018-Jin-1617:10:00 Right-Sute®Uriversal 2018 18.0.20 RSU25344 Page 6 ...isiors\WorkingDwgs1SherrnanResidence Frel.rtp Calc=MJ8 Front Door faces: E g Duct System Summary Job: Sherman Residence " . 'C's' Date: June 18,2018 we � e Entire House By: Scott Pingletan ProCalcs, LLC P.O.Box 882032,Port Sairt Lucie,FL 34988 Phone:772-882-5700 Email:tom@procaIcsnet Web:vnwv.ProCalcs.Net License:CAC1 815254 RTIN#0105474 Project Information For. Sherman Residence 536 Beach Ave,Atlantic Beach,FL 32233 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.29 in H2O 0.29 in H2O Supply/return available pressure 0.201 /0.089 in H2O 0.201 /0.089 in H2O Lowest friction rate 0.065 in/100ft 0.065 in/100ft Actual airflow 432 dm 864 dm Total effective length(TEL) 444 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (drn) (dm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath2 c 645 15 30 0.067 4.0 Oxo V1Fx 54.3 245.0 st6 Ener c 755 20 35 0.083 4.0 Oxo VIFx 23.7 220.0 st2 Great Room c 2249 52 103 0.068 7.0 Ox 0 VIFx 53.0 245.0 st7 Great Room-A c 2249 52 103 0.067 7.0 Ox 0 V1Fx 56.3 245.0 st7 Kitchen c 2731 41 125 0.068 7.0 Ox 0 VIFx 52.5 245.0 st6 Kitchen-A c 2731 41 125 0.065 7.0 Ox 0 VIFx 58.2 250.0 st6 Master Bath c 1824 63 84 0.097 6.0 Ox 0 VIFx 11.5 195.0 st2 Master Bedroom c 2115 49 97 0.084 6.0 Ox 0 VIFx 14.2 225.0 st4 Master Bedroom-A c 2115 49 97 0.087 6.0 Ox 0 VIFx 20.5 210.0 st4 Stairs 2 c 1115 33 51 0.068 5.0 Ox 0 VIFx 54.2 240.0 st7 WC h 696 18 14 0.098 4.0 Ox 0 V1Fx 9.5 195.0 st2 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Di am H x W Duct Name Type (drn) (dm) FR (spm) (in) (in) Material Trunk st2 PeakAVF 101 132 0.083 529 7.1 6 x 6 RectFbg st1 st5 PeakAVF 234 538 0.065 461 12.5 12 x 14 RectFbg st4 st6 PeakAVF 97 280 0.065 514 10.0 0 x 0 \linlFlx st5 st7 PeakAVF 137 258 0.067 583 9.0 0 x 0 \/inlFlx st5 st3 Peak AVF 331 732 0.065 627 14.0 12 x 14 RectFbg st1 st4 Peak AVF 331 732 0.065 627 14.0 12 x 14 RedFbg st3 st1 PeakAVF 432 864 0.065 648 15.0 12 x 16 RedFbg ` - wrightsoft- 2018-Jun-1617:10:01 �, *. ..,..e,M w ro-, Right-Sate®Uriversal 201818.020RSU25344 Page 1 RCCA ...isionsMorldrm Dwgs1Sherman Residence Final.np Calc=MJ8 Front Door faces:E Return Branch Detail Table Grille Htg CI TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrn) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb2 Ox 0 178 292 127.5 0.070 371 12.0 Ox 0 \AFx rt3 rb1 Ox 0 254 572 136.1 0.065 535 14.0 Ox 0 VIFx rt3 Return Trunk Detail Table Trunk Htg Clg Design Veloc Di am H xW Duct Name Type (dm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 PeakAVF 432 864 0.065 778 12.7 10 x 16 RectFbg rt2 rt2 PeakAVF 432 864 0.065 778 12.7 10 x 16 RectFbg rt1 rt1 PeakAVF 432 864 0.065 622 15.0 10 x 20 RectFbg + wrightsoft' 2018-Ju-1617:10:01 �, .,..,.�,..,...,. , Right-Sute®UriversaI201818.0.20 RSU25344 Page 2 �6k ...isiors\Worlarg Dwgs\Sherman Residence Finals Calc=MJ8 Front Door faces: E Static Pressure and Friction Rate Job: Sherman Residence Pro 'Cs' Date: June 18,2018 w.«.use.rs.r.g peed Entire House BY Scott Pingleton ProCalcs, LLC P.O.Box 882032,Port Said Lucie,FL 34988 Phone:772-882-5700 Email:tom@procalcsnetWeb:wwProCalcs.NetLicense:CACI 815254R11N#0105474 Project Information For. Sherman Residence 536 Beach Ave,Atlantic Beach,FL 32233 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressure losses Coil 0.07 0.07 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.15 0.15 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.29 0.29 Total Effective Length Supply Return (ft) (ft) Measured length of run-out 11 5 Measured length of trunk 47 41 Equivalent length of fittings 250 90 Total length 308 136 Total efedive length 444 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Duds 0.065 OK 0.065 OK Return Duds 0.065 OK 0.065 OK Fitting Equivalent Length Details Supply 11A=20,4X=35,11G=5,11G=5,11G=5,11G=5,11M=20,111=10, 11G=5,8E=10,8E=10,911=85,USR1=35: TotalEL=250 Return 6M=20,6A1=10, 11G=5,11G=5,8E=10,6AAF=10,111=10, 111=10,5E1=10:TotalEL=90 wrightsoft'° 2018-Jur-1617:1091 ^� ry� Right-Srite®Uriversa1201818.020 RSU25344 Page l ...isions\Worldrg Dvrgs\Slerman Residence Rnal.rm Cak=MJ8 Front Door faces:E aptsyssa•e hr -, a<w,a mt.Nsu. ""'" 1130.24-O40tPOP 3 • AC EQUIPMENT ECNECCLE akst CU NUMBER CW Z •.!'- �� NOINAL TONNAGE 7tan`4 ♦ waver.Mein.pies.' INOM 4TYMltbarlt PO Box 882032 ISOMER MI.AC1 LOO CAPACITY TOTA/SeNL ataY1IIM Port Saint Lucie,FL 34988 RL e. to*CII Phone:772-882-5700 ACAMOP tun WWw.ProCalco.Nct F1EIGHT 174 tomtkprocalcs.nct 'wU NUMBER AIIW License CAC1815254 MN-MODEL T9f9AOBi1W1«TOR STATIC PRESSURE LM A REFRIGERANT R.410A IS LOCATION than p CFM ISA E FAN ROTOR HP-FLA M.ZS g ELECTRIC NEATER eeN M NCAMOP(AI4.1MTRp3S4VI LAO MOO Q DISEN00N9 H.Wa0 4l-S4 a16.1C alt-tR MIGHT 117 REF ROES SUES SLA 7A NOTES Tram *111111:7682016 U J C Q) Li_ a) > Q _C Paver Patio `_I ri\ SUNSET BALCONY U N .f. P,1,-`4ct cu m C Ty Sae SIWnA�1 Q covered CO m a-, ea can Porch co c °'nau�� sag � COM f0 VIII_ ��_�,N Sae '� Ln ++ Bf• 7 An �I�i«-%.:::-... 7 ( L.i-t tae. -C Q [tam, to '.�;; © _ /)f(( MASTER BEDROOM f / r." MIA VI II I aeBIKES Iua ,V 1 9sm ts• ten � sae to ��• 1 7• �,�r+t� 8ve eo., • ',I M��r. CARPORT —ti ��' '�/' 73an ' ;NtA EII �1 ' Rss l i P 144 11 _- ,671 do (No RariaioMaue Date's `� -.. I� ,.., ,4 1 bum 6eRsne "4111C1 . TIP For Charles pion III P.O.Boz 50671 JacksonvIla Beau,FL 32240 S w w g /Draw By. SBP Shea \ 5 N First Floor HVAC Plan 5 N Second Floor HVAC Plan naawBr a4r P , ,.� TP M-1 Uatc 06A SA8 `aha: As Shaun • UwhHUt UUI3Y -1 ICC EVALUATION Most Widely Accepted and Trusted �S SERVICE ICC-ES Report ESR-1826 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 02/2016 This report is subject to renewal 02/2018. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND CLASSIC PLUS .4, ICC ICC ICC -c lot LlEM L__ESM PM LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" A INTERNATIONAL Subsidiary ofa0DEanac ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SCC Aectodhad specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as YU Aetna./ to any finding or other matter in this report, or as to any product covered by the report. ON crm Copyright©2016 ICC Evaluation Service, LLC. All rights reserved. 5- 7C p.„.„( E.-Z. ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1826 Reissued February 2016 This report is subject to renewal February 2018. www.icc-es.orq 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 Icynene Classic, Classic Max, Classic Eco and Classic Section: 07 21 00—Thermal Insulation Plus are used to provide thermal insulation in buildings and REPORT HOLDER: to seal areas such as plumbing and conduit penetrations against air infiltration. The insulations are for use in wall ICYNENE,INC. cavities and floor assemblies; and in attic and crawl space 6747 CAMPOBELLO ROAD installations as described in Section 4.4. MISSISSAUGA,ONTARIO L5N 2L7 The Classic, Classic Max and Classic Eco insulations are CANADA for use in Type V construction under the IBC and dwellings (905)363-4040 under the IRC; fire-resistance-rated construction when www.icvnene.com installed in accordance with Section 4.5; and in Types I through IV construction when installed in accordance with EVALUATION SUBJECT: Section 4.6. ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND The Classic Plus insulation are for use in Type V-B CLASSIC PLUS construction under the IBC and nonfire-resistance-rated construction under the IRC. 1.0 EVALUATION SCOPE The attributes of the insulations have been verified as 1.1 Compliance with the following codes: conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that • 2012 and 2009 International Building Code°(IBC) decisions on compliance for those areas rest with the user © of this report. The user is advised of the project-specific • 2012 and 2009 International Residential Code (IRC) provisions that may be contingent upon meeting specific • 2012 and 2009 International Energy Conservation conditions, and the verification of those conditions is Code°(IECC) outside the scope of this report. These codes or standards • 2013 Abu Dhabi International Building Code(ADIBC)t often provide supplemental information as guidance. tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 3.0 DESCRIPTION in this report are the same sections in the ADIBC. 3.1 General: • Other Codes(see Section 8.0) 3.1.1 Classic and Classic Max: Icynene Classic and Properties evaluated: Classic Max are low-density, open-cell, polyurethane foam • Surface burning characteristics plastic insulations and air barrier systems that are 100 percent water-blown with an installed nominal • Physical properties density of 0.5 pcf (8 kg/m3). The insulations are■ Thermal performance(R-values) two- component, spray-applied products. The two components of the insulation are polymeric isocyanate (A-Component, • Attic and crawl space installation also known as Base Seal°) and proprietary resin • Fire resistance (B-Component, Classic or Classic Max Resin). When stored at temperatures between 50°F (10°C) and 100°F • Air permeability (38°C),the components have a shelf life of six months. • Noncombustible construction 3.1.2 Classic Eco: The Icynene Classic Eco foam plastic 1.2 Evaluation to the following green standard: insulation is two-component, low-density, open cell, spray- applied, foam plastic with a nominal density of • 2008 ICC 700 National Green Building StandardTm (ICC 0.5 pcf (8 kg/m3). The polyurethane foam is produced by 700-2008) combining a polymeric isocyanate (A component) and Attributes verified: proprietary resin, Classic Eco(B component). When stored at temperatures between 50°F (10°C) and 100°F (38°C), • See Section 2.0 the components have a shelf life of six months. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addresses{nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied as to any finding or other matter in this report,or as to any product covered by the report. MT o Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 8 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 8 3.1.3 Classic Plus: The Icynene Classic Plus foam 3.5.2 DC 315: DC 315 intumescent coating is a water- plastic insulation is two-component, low density, open cell, based coating supplied in 5-gallon (19L) pails and spray-applied, foam plastic with a nominal density of 55-gallon (208L) drums. The coating material has a shelf 0.7 pcf(11 kg/m3). The polyurethane foam is produced by life of 24 months when stored in factory-sealed containers combining a polymeric isocyanate (A component) and at temperatures between 41°F(5°C)and 95°F(35°C). proprietary resin, Classic Plus (B component). When 4.0 INSTALLATION stored at temperatures between 50°F (10°C) and 100°F (38°C),the components have a shelf life of twelve months. 4.1 General: 3.2 Surface Burning Characteristics: The manufacturer's published installation instructions and 3.2.1 Classic and Classic Max: When tested in this report must be strictly adhered to and a copy of these accordance with ASTM E84/UL 723, at a thickness of instructions and this evaluation report must be available on 6 inches (152 mm) and a nominal density of 0.5 pcf the jobsite at all times during installation. (8 kg/m3), Icynene Classic and Classic Max have a flame 4.2 Application: spread index of 25 or less and a smoke-developed index 4.2.1 General: Icynene Classic, Classic Max, Classic Eco of 450 or less.Thicknesses of up to 71/2 inches(190.5 mm) and Classic Plus foam plastic insulations must be applied for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing on the jobsite using two-component, 1-to-1 ratio, spray in accordance with NFPA 286, when covered with equipment specified by Icynene, Inc. The foam plastic minimum 1/2-inch-thick (13 mm) gypsum board or an must not be sprayed onto a substrate that is wet, or equivalent thermal barrier complying with the applicable covered with frost or ice, loose scales, rust, oil or grease. code. Greater thicknesses of insulation are recognized as The foam plastic insulation must not be used in electrical described in Section 4.4.1.2.1. outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and 3.2.2 Classic Eco: When tested in accordance with after application. Where the insulation is used as air- ASTM E84/UL 723, at a thickness of 6 inches (152 mm) impermeable insulation, such as in unvented attic spaces and a nominal density of 0.5 pcf(8 kg/m3), lcynene Classic regulated by IRC Section R806, the insulation must be Eco has a flame spread index of 25 or less and a smoke- installed at a minimum thicknesses noted in Section 3.4. developed index of 450 or less. Greater than 6-inch The insulation can be installed in one pass to the (152 mm) thicknesses of insulation are recognized, based maximum thickness. Where multiple passes are required, on the flame spread index of 25 or less, when the the cure time between passes is negligible. insulation is covered with minimum 1/2-inch-thick (13 mm) 4.2.2 Classic and Classic Max: The insulation must be gypsum wallboard or equivalent thermal barrier complying used in areas where the maximum service temperature is with the applicable code. no greater than 180°F (82°C). The insulation must be 3.2.3 Classic Plus: When tested in accordance with applied when the temperature is at or above 14°F (-10°C) ASTM E84/UL 723, at a thickness of 4 inches (152 mm) and be protected from the weather during and after and a nominal density of 0.7 pcf (11 kg/m3), Icynene application. Classic Plus has a flame spread index of 25 or less and a smoke-developed index of 450 or less. Greater than 4.2.3 Classic Eco: The insulation may be used in areas 4-inch (102 mm) thicknesses of insulation are recognized, where the maximum service temperature is no greater than based on the flame spread index of 25 or less, when the 180°F (82°C). The insulation must be applied when the insulation is covered with minimum '/cinch-thick (13 mm) temperature is at or above 14°F (-10°C) and be protected gypsum wallboard or equivalent thermal barrier complying from the weather during and after application. with the applicable code. 4.2.4 Classic Plus: The insulation may be used in areas 3.3 Thermal Resistance: where the maximum service temperature is no greater than 180°F (82°C). The insulation must be applied when the Icynene Classic, Classic Max, Classic Eco and Classic temperature is at or above 14°F (-10°C) and be protected Plus have thermal resistance (R-values) at a mean from the weather during and after application. temperature of 75°F (24°C)as shown in Table 1. 4.3 Thermal Barrier: 3.4 Air Permeability: 4.3.1 Classic and Classic Max: Icynene spray-applied foam plastic insulations are 4.3.1.1 Application with a Prescriptive Thermal considered air-impermeable insulation in accordance with Barrier: lcynene Classic and Classic Max foam plastic 2012 IRC Sections R202 and R806.5 and 2009 IRC insulations must be separated from the interior of the Sections R202 and R806.4, at the following thicknesses: building by an approved thermal barrier, such as 1/2-inch • Classic and Classic Max: Minimum, 3 inches (76 mm) (12.7 mm) gypsum wallboard installed using mechanical based on testing in accordance with ASTM E2178. fasteners in accordance with the applicable code, or an • Classic Eco: Minimum, 51/2 inches (140 mm) based on equivalent 15-minute thermal barrier complying with the testing in accordance with ASTM E283. applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier • Classic Plus: Minimum, 2 inches (51 mm) based on is not required between the foam plastic and the attic or testing in accordance with ASTM E2178. crawl space, but is required between the foam plastic 3.5 Intumescent Coatings: insulation and the interior of the building. Thicknesses of up to 7 /2 inches (190.5 mm) for wall cavities and 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent 111/2 inches (292 mm) for ceiling cavities are recognized coating is a latex-based coating supplied in 1-gallon (4L) based on room corner fire testing in accordance with NFPA and 5-gallon (19L) pails and 55-gallon (208 L) drums. The 286, when covered with minimum 1/2-inch-thick (13 mm) coating material has a shelf life of 12 months when stored gypsum board or equivalent thermal barrier complying with in factory-sealed containers at temperatures between 40°F the applicable code. (4.4°C)and 90°F(32.2°C). ESR-1826 I Most Widely Accepted and Trusted Page 3 of 8 4.3.1.2 Application without a Prescriptive Thermal 2. There are no interconnected attic, crawl space or Barrier or Ignition Barrier: The prescriptive 15-minute basement areas. thermal barrier or ignition barrier may be omitted when 3. Air in the attic or crawl space is not circulated to other installation is in accordance with this section. The parts of the building. insulation and coating may be spray-applied to the interior facing of walls, the underside or roof sheathing of roof 4. Combustion air is provided in accordance with IMC rafters, and in crawl spaces, and may be left exposed as Section 701. an interior finish without a prescribed 15-minute thermal 5. Attic ventilation is provided when required by IBC barrier or ignition barrier. The thickness of the foam plastic Section 1203.2 or IRC Section R806, except when applied to the underside of the roof sheathing must not air-impermeable insulation is permitted in unvented exceed 14 inches (356 mm). The thickness of the spray attics in accordance with 2012 IRC Section R806.5 or foam insulation applied to vertical wall surfaces must not 2009 IRC Section R806.4, as applicable. exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum 6. Under-floor(crawl space)ventilation is provided when thickness of 20 wet mils[13 dry mils (0.33 mm)], applied at required by IBC Section 1203.3 or IRC Section a rate of 1.25 gallons (4.7 L) per 100 square feet (9.2 m2). R408.1, as applicable. The coating must be applied over the insulation in 4.4.1.2.1 Attics - Classic and Classic Max: In attics, accordance with the coating manufacturer's instructions lcynene Classic and Classic Max foam plastic insulations and this report. Surfaces to be coated must be dry, clean, may be spray-applied to the underside of the roof and free of dirt, loose debris and other substances that sheathing and/or rafters, as described in this section. The could interfere with adhesion of the coating. The coating is thickness of the foam plastic applied to the underside of applied in one coat with low-pressure airless spray the roof sheathing must not exceed 14 inches (356 mm). equipment. The thickness of the spray foam insulation applied 4.3.2 Classic Eco: to vertical wall surfaces must not exceed 5.5 inches 4.3.2.1 Application with a Prescriptive Thermal (140 mm). The insulation must be covered on all surfaces Barrier: lcynene Classic Eco polyurethane foam plastic with one of the coatings described in Section 3.5. The insulation be separated from the interior of the coating must be applied over the insulation in accordance building by mustaapproved thermal barrier of interior 1/2-inch-thick with the coating manufacturer's instructions and this report. (13 mm) gypsum wallboard or an equivalent 15-minute Surfaces to be coated must be dry, clean, and free of dirt, thermal barrier complying with, and installed in accordance loose debris and other substances that could interfere with with, IBC Section 2603.4 or IRC Section R316.4, as adhesion of the coating. The coating is applied in one coat applicable. with low-pressure airless spray equipment. The coating must be applied to a thickness as follows: 4.3.3 Classic Plus: ■ No Bum Plus XD at a minimum thickness of 6 wet mils 4.3.3.1 Application with a Prescriptive Thermal (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], Barrier: Icynene Classic Plus polyurethane foam plastic applied at a rate of 0.4 gallon (1.5 L) per 100 square insulation must be separated from the interior of the feet(9.2 m2). building by an approved thermal barrier of '/cinch-thick • DC 315 at a minimum thickness of 4 wet mils (0.1 mm) (13 mm) gypsum wallboard or an equivalent 15-minute [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per thermal barrier complying with, and installed in accordance 100 square feet(9.2 m2). with, IBC Section 2603.4 or IRC Section R316.4, as applicable. The coatings must be applied when ambient and 4.4 Attics and Crawl Spaces: substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must 4.4.1 Classic and Classic Max: be protected against damage from the coating. The 4.4.1.1 Application with a Prescriptive Ignition Barrier: insulation may be installed in unvented attics when the When Icynene Classic and Classic Max foam plastic foam plastic is applied at a minimum thickness of insulations are installed within attics where entry is made 3.5 inches (89 mm) as described in this section in only for service of utilities, an ignition barrier must be accordance with 2012 IRC Section R806.5 or 2009 IRC installed in accordance with IBC Section 2603.4.1.6 and Section R806.4,as applicable. IRC Sections R316.5.3 and R316.5.4, as applicable. The 4.4.1.2.2 Attics-Classic Max: When Classic Max is ignition barrier must be consistent with the requirements applied in unvented attics conforming to 2012 IRC Section for the type of construction required by the applicable code R806.5 or 2009 IRC Section R806.4, the insulation may be and must be installed in a manner so that the foam plastic applied to the underside of roof sheathing and/or rafters to insulation is not exposed. The Classic or Classic Max a minimum thickness of 31/2 inches (90 mm) and may be insulation may be installed in unvented attics when the applied to vertical wall surfaces to a minimum thickness of foam plastic is applied at a minimum thickness of 3 inches 3 /2 inches (90 mm). Maximum thickness on the underside (76 mm) in accordance with 2012 IRC Section R806.5 or of roof sheathing or on vertical wall surfaces is 20 inches 2009 IRC Section R806.4, as applicable. (508 mm). The insulation may be left exposed to the attic 4.4.1.2 Application without a Prescriptive Ignition without a prescriptive ignition barrier or an intumescent Barrier: Where Icynene Classic and Classic Max foam coating. plastic insulations are installed in an attic or crawl space The attic must have attic access complying with IRC without a prescriptive ignition barrier, in accordance with Section R807, horizontally placed in the floor, and opening Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 and 4.4.1.2.4, the outward toward the living space. Items penetrating the roof following conditions apply: deck or walls, such as skylight wells and vents, must be 1. Entry to the attic or crawl space is only for service of covered with a minimum of 31/2 inches (90 mm) of the Classic Max insulation. utilities and no storage is permitted. 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene ESR-1826 I Most Widely Accepted and Trusted Page 4 of 8 Classic and Classic Max insulations may be spray-applied and this report. Surfaces to be coated must be dry, clean, to vertical walls and the underside of floors, as described in and free of dirt, loose debris and other substances that this section. The thickness of the foam plastic applied to could interfere with adhesion of the coating. The coating is the underside of the floors must not exceed 14 inches applied in one coat with low-pressure airless spray (356 mm). The thickness of the spray foam plastic equipment. The coating must be applied to a thickness as insulation applied to vertical wall surfaces must not exceed follows: 31/2 inches (88.9 mm). The foam plastic does not require • No Burn Plus XD at a minimum thickness of 10 wet mils an ignition barrier or a coating. (0.3 mm) [6 dry mils (0.2 mm)], applied at a rate of 4.4.1.2.4 Use on Attic Floors: When used on attic floors, 0.63 gallon (2.4 L)per 100 square feet(9.2 m2) Icynene Classic and Classic Max foam plastic insulations • DC 315 at a minimum thickness of 8 wet mils (0.2 mm) may be installed at a maximum thickness of 111/2 inches [6 dry mils (0.2 mm)], applied at a rate of 0.5 gallon (292 mm) between joists in attic floors. The insulation must (1.9 L)per 100 square feet(9.2 m2) be separated from the interior of the building by an approved thermal barrier.The coatings specified in Section The coating must be applied when ambient and 4.4.1.2.1 and the ignition barrier in accordance with IBC substrate temperature is at least 60°F (16°C) and no more Section 2603.4.1.6 and IRC Section R316.5.3, may be than 95°F (35°C). All other surfaces (including glass) must omitted. be protected against damage from the coating. 4.4.2 Classic Eco: Icynene Classic Eco insulation may be installed in 4.4.2.1 Application with a Prescriptive Ignition Barrier: unvented attics when lthe foam plastic is applied at a When Icynene Classic Eco is installed within attics or crawl minimum thickness of 5 /2 inches(140 mm)as described in spaces where entry is made only for service of utilities, an this section, in accordance with 2012 IRC Section R806.5 ignition barrier must be installed in accordance with IBC or 2009 IRC Section R806.4, as applicable. Section 2603.4.1.6 and IRC Sections R316.5.3 and 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene R316.5.4, as applicable. The ignition barrier must be Classic Eco insulation may be spray-applied to vertical consistent with the requirements for the type of walls and the underside of floors, as described in this construction required by the applicable code and must be section. The thickness of the foam plastic applied to the installed in a manner so that the foam plastic insulation is underside of the floors must not exceed 14 inches not exposed. Icynene Classic Eco may be installed in (356 mm). The thickness of the spray foam plastic unvented attics when the foam plastic is applied at a insulation applied to vertical wall surfaces must not exceed minimum thickness of 5.5 inches (140 mm) in accordance 31/2 inches (88.9 mm). The foam plastic does not require with 2012 IRC Section R806.5 or 2009 IRC Section an ignition barrier or a coating. R806.4,as applicable. 4.4.2.2.3 Use on Attic Floors: Icynene Classic Eco 4.4.2.2 Application without a Prescriptive Ignition insulation may be installed at a maximum thickness of Barrier: Where Icynene Classic Eco insulation is installed 51/2 inches (152 mm) between joists in attic floors when in accordance with Sections 4.4.2.2.1, 4.4.2.2.2 and covered with one of the coatings applied as described in 4.4.2.2.3,the following conditions apply: Section 4.4.2.2.1. The insulation must be separated from 1. Entry to the attic or crawl space is to service utilities, the interior of the building by an approved thermal barrier. and no storage is permitted. 4.4.3 Classic Plus: 2. There are no interconnected attic or crawl space 4.4.3.1 Application with a Prescriptive Ignition Barrier: areas. When Icynene Classic Plus is installed up to a maximum 3. Air in the attic or crawl space is not circulated to other thickness of 4 inches (102 mm) within attics or crawl parts of the building. spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC 4. Combustion air is provided in accordance with IMC Section 2603.4.1.6 and IRC Sections R316.5.3 and Section 701. R316.5.4, as applicable. The ignition barrier must be 5. Attic ventilation is provided when required by IBC consistent with the requirements for the type of Section 1203.2 or IRC Section R806, except when construction required by the applicable code and must be air-impermeable insulation is permitted in unvented installed in a manner so that the foam plastic insulation is attics in accordance with 2012 IRC Section R806.5 or not exposed. Icynene Classic Plus may be installed in 2009 IRC Section R806.4, as applicable. unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) in accordance 6. Under-floor(crawl space)ventilation is provided when with 2012 IRC Section R806.5 or 2009 IRC Section required by IBC Section 1203.3 or IRC Section R806.4, as applicable. R408.1, as applicable. 4.4.3.2 Application without a Prescriptive Ignition 4.4.2.2.1 Attics and Crawl Spaces: In attics and crawl Barrier: Where Icynene Classic Plus insulation is installed spaces, Icynene Classic Eco insulation may be spray- in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and applied to the underside of the roof sheathing and/or 4.4.3.2.3,the following conditions apply: rafters, the underside of wood floors, and vertical surfaces, as described in this section. The thickness of the foam 1• Entry to the attic or crawl space is to service utilities, plastic applied to the underside of the top of the space and no storage is permitted. must not exceed 131/2 inches (343 mm). The thickness of 2. There are no interconnected attic or crawl space the spray foam plastic insulation applied to vertical wall areas. surfaces must not exceed 51/2 inches (140 mm). The foam plastic must be covered on all surfaces with one of the 3. Air in the attic or crawl space is not circulated to other coatings described in Section 3.5. The coating must be parts of the building. applied over the Icynene Classic Eco insulation in 4. Combustion air is provided in accordance with IMC accordance with the coating manufacturer's instructions Section 701. ESR-1826 I Most Widely Accepted and Trusted Page 5 of 8 5. Attic ventilation is provided when required by IBC Max insulation nominally 2 inches (51 mm)thick. Section 1203.2 or IRC Section R806, except when Axial loads applied to the wall assembly must be limited air-impermeable insulation is permitted in unvented to the least of the following: attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. • 1,805 pounds(8029 N)per stud. 6. Under-floor(crawl space)ventilation is provided when ■ Design stress of 0.78 F'c. required by IBC Section 1203.3 or IRC Section ■ Design stress of 0.78 F'c ata maximum le/d of 33. R408.1,as applicable. 4.5.1.2 Assembly 2 (Limited Load-bearing Wood Stud 4.4.3.2.1 Attics: In attics, Icynene Classic Plus insulation Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches may be spray-applied to the underside of the roof (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade sheathing and/or rafters, the underside of wood floors, and studs spaced 16 inches (406 mm) on center with two vertical surfaces, as described in this section. The layers of 1/2-inch-thick (12.7 mm) Type X gypsum thickness of the foam plastic applied to the underside of wallboard installed vertically with joints staggered on each the top of the space must not exceed 14 inches (356 mm). face, attached with 8d box nails, 21/2 inches (64 mm) long The thickness of the spray foam plastic insulation applied and spaced 7 inches (178 mm) on center along the studs to vertical wall surfaces must not exceed 8 inches for the face layer and 6d cement coated box nails,2 inches (203 mm). The foam plastic insulation must be covered on (51 mm) long and spaced 24 inches (610 mm) on center all exposed surfaces with DC315 intumescent coating at a along the studs. The stud cavity contains Icynene Classic minimum thickness of 4 wet mils (0.1 mm) [3 dry mils or Classic Max insulation nominally 2 inches(51 mm)thick. (0.08 mm)], applied at a rate of 0.25 gallon (0.95 L) per 100 square feet (9.2 m2). The coating must be applied Axial loads applied to the wall assembly must be limited over the Icynene Classic Plus insulation in accordance with to the least of the following: the coating manufacturer's instructions and this report. • 1,805 pounds(8029 N) per stud. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with • Design stress of 0.78 F'c. adhesion of the coating.The coating is applied in one coat Design stress of 0.78 F'c at a maximum le/d of 33. with low-pressure airless spray equipment. g The coating must be applied when ambient and 4.5.1.3 Assembly 3 (Floor/Ceiling): Minimum nominally substrate temperature is at least 60°F (16°C) and no more 2-by-10 [11/2 by 9 /4 inches (38 mm by 235 mm)] Douglas than 95°F (35°C). All other surfaces (including glass) must fir, No.2 grade wood joists spaced 24 inches (610 mm) on be protected against damage from the coating. center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by 64 mm)] spruce bridging at mid-span. Floor decking Icynene Classic Plus insulation may be installed in must be minimum 1/2-inch-thick (12.7 mm) exterior grade unvented attics when the foam plastic is applied at a plywood installed perpendicular to joists and fastened with minimum thickness of 2 inches (51 mm) as described in 2-inch-long(51 mm) ring shank nails 6 inches(152 mm)on this section, in accordance with 2012 IRC Section R806.5 center at the joints and 12 inches (305 mm) on center at or 2009 IRC Section R806.4, as applicable, the intermediate joists. Plywood joints must occur over 4.4.3.2.2 Crawl Spaces: In crawl spaces, Icynene joists. Icynene Classic or Classic Max insulation must be Classic Plus insulation may be spray-applied to vertical applied to the underside of the plywood deck between the walls and the underside of floors, as described in this joists to a depth of 5 inches (127 mm). Two layers of section. The thickness of the foam plastic applied to the minimum 5/8-inch-thick (15.9 mm), Type X gypsum underside of the floors must not exceed 14 inches wallboard must be attached perpendicular to the joists on (356 mm). The thickness of the spray foam plastic the ceiling side of the assembly. The first layer must be insulation applied to vertical wall surfaces must not exceed attached with 11/4-inch-long (32 mm), Type W drywall 8 inches (203 mm). The insulation must be covered with screws, spaced 24 inches (610 mm) on center. The DC-315 coating is described in Section 4.4.3.2.1. second layer must be applied perpendicular to the joists, offset 24 inches(610 mm)from the base layer.The second 4.4.3.2.3 Use on Attic Floors: Icynene Classic Plus layer must be attached with 2-inch-long (51 mm), Type S insulation may be installed at a maximum thickness of drywall screws spaced 12 inches (305 mm) on center. 13 inches (330 mm) between joists in attic floors. The Additional fasteners must be installed along the butt joints insulation must be separated from the interior of the of the second layer, securing the two layers together. building by an approved thermal barrier. The insulation These fasteners must be 11/2-inch-long (38 mm), Type G does not require an ignition barrier or a coating. drywall screws placed 2 inches (51 mm) back from each 4.5 One-hour Fire-resistance-rated Assemblies: end of the butt joint and spaced 12 inches (305 mm) on 4.5.1 Classic and Classic Max: center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and 4.5.1.1 Assembly 1 (Limited Load-bearing Wood Stud topped with an added coat of compound, and the fastener Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches heads must be coated with joint compound in accordance (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade with ASTM C840 or GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.1.4 Assembly 4(Non-loadbearing Steel Stud Wall): layer of /2-inch-thick (12.7 mm) wood fiber sound board Nominally 6-inch-deep (152.4 mm), No. 18 gage, installed horizontally on each face with vertical joints galvanized steel studs spaced 16 inches (406.4 mm) on located over the studs, attached with 6d box nails,2 inches center, are friction-fit into No. 18 gage galvanized steel (51 mm) long and spaced 24 inches (610 mm) on center floor and ceiling track with a layer of 5/8-inch-thick along the studs, and a second layer of /e-inch-thick (15.9 mm),Type X gypsum board applied to the interior (15.9 mm) Type X gypsum wallboard installed vertically on side with the long edge parallel to steel studs and secured each face, attached with 8d box nails, 21/2 inches (64 mm) using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall long and spaced 7 inches (178 mm) on center along the screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene Classic or Classic ESR-1826 I Most Widely Accepted and Trusted Page 6 of 8 perimeter and 12 inches (305 mm) on center in the field. Optional: It is permitted to add code-complying EPS, The gypsum board joints must be treated with vinyl or XPS, foil-faced, rigid polyurethane board stock or casein, dry or premixed joint compound applied in two polyurethane spray foam on the exterior of the wall coats to cover all exposed screw heads and gypsum board (between the DensGlass sheathed wall and the brick), butt joints, and a minimum 2-inch-wide (51 mm) paper, while maintaining the 1-inch (25.4 mm) air space. The plastic, or fiberglass tape embedded in the first layer of length of the brick ties must be increased to account for the compound over butt joints of the gypsum board. The stud thickness of the insulation. cavity is filled with Icynene Classic or Classic Max 4.6 Exterior Walls in Type I, II, Ill and IV Construction: insulation up to 6 inches (152 mm) thick. DensGlass Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed 4.6.1 General: When used on exterior walls of Types I, II, parallel to steel studs with vertical joints offset a minimum III or IV construction, the assembly must comply with IBC of 16 inches (406 mm) from the vertical joints of the Section 2603.5 and this section, and the Classic, Classic gypsum board and the horizontal joints offset a minimum of Max and Classic Eco insulations must be installed at a 24 inches (610 mm) from the horizontal joints of the maximum thickness of 6 inches (152 mm). The potential gypsum board. The sheathing is attached using No. 6, heat of Icynene insulations tested in accordance with 1 /4-inch-long (31.7 mm), self-drilling drywall screws NFPA 259 is as follows: spaced 8 inches (203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties, • Classic and Classic Max: 494 Btu/ft2 (5.6 MJ/m2) per 6 inches (152 mm) long by 1'/2-inches (38 mm) wide, are inch of thickness spaced 16 inches (406.4 mm) on center vertically on each ■ Classic Eco: 168 Btu/ft2 (1.9 MJ/m2) per inch of steel stud, and secured, using two 15/8-inch-long(41.3 mm) thickness. self-drilling screws, through 4-inch (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), 73/4 inches (197 mm)] laid in a running bond pattern with No. 18 gage, galvanized steel studs spaced 16 inches Type S mortar, leaving a nominally 1-inch (25.4 mm) air (406 mm) on center, are fastened to No. 18 gage, gap between the brick and the exterior sheathing. galvanized steel floor and ceiling track using No. 8, Optional: It is permitted to add code-complying, /a-inch-long (22.2 mm), self-tappinglpan head framing screws. GP DensGlass® Exterior Sheathing, 1/2 inch expanded polystyrene (EPS), extruded polystyrene (XPS), (12.7 mm) thick, is installed over the exterior side of steel foil-faced, rigid polyurethane board stock or polyurethane studs with the long end perpendicular to the steel studs, spray foa® on the exterior of the wall (between the using No. 6, Type S, 11/4-inch (31.7 mm) long, self-tapping DensGlass® sheathed wall and the brick), while bugle head screws spaced 8 inches (203 mm) on center maintaining the 1-inch (25.4 mm) air space. The length of around the perimeter and in the field. The stud cavity is the brick ties must be increased to account for the filled with Icynene Classic, Classic Max or Classic Eco thickness of the insulation. insulation to a nominal thickness of 6 inches(152 mm). 4.5.2 Classic Eco (Non-loadbearing Steel Stud Wail): 4.6.3 Interior Face: Type X gypsum board, 5/8 inches Nominally 6-inch-deep (152 mm) deep, No. 18 gage, (15.9 mm) thick, is installed with the long dimension galvanized steel studs spaced 16 inches (406 mm) on perpendicular to steel studs with No. 6, Type S, 11/4 inch- center, are friction-fit into No. 18 gage galvanized steel long (31.7 mm), self-tapping, bugle head screws spaced floor and ceiling track with a layer of /8-inch-thick 8 inches (203 mm) on center around the perimeter and in (15.9 mm), Type X gypsum board installed to the interior the field. The gypsum board joints must be treated with side with the long edge parallel to steel studs and secured vinyl or casein, dry or premixed joint compound applied in using No. 6, 11/4-inch-long (31.7 mm), self-drilling drywall two coats to cover all exposed screw heads and gypsum screws spaced 8 inches (203 mm) on center around the board butt joints, and a minimum 2-inch-wide (51 mm) perimeter and 12 inches (305 mm) on center in the field. paper, plastic, or fiberglass tape embedded in the first The gypsum board joints must be treated with vinyl or layer of compound over butt joints of the gypsum board. casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 4.6.4 Exterior Wall Covering: Details of the exterior wall butt joints, with a minimum 2-inch-wide (51 mm) paper, covering must be provided to the code official by the report plastic, or fiberglass tape embedded in the first layer of holder, designer or specifier, with an engineering analysis compound over butt joints of the gypsum board. The stud demonstrating that (1) the exterior wall covering conforms cavity is filled with Icynene Classic Eco insulation up to to ASTM E136 and (2) the addition of the wall covering to 6 inches (152 mm) thick. DensGlass® Exterior Sheathing, the assembly described in this section does not negatively 1/2 inch (12.7 mm) thick, is installed parallel to steel studs affect conformance of the assembly with the requirements with vertical joints offset a minimum of 16 inches (406 mm) of IBC Section 2603.5. from the vertical joints of the gypsum board and the 5.0 CONDITIONS OF USE horizontal joints offset a minimum of 24 inches (610 mm) The Icynene Classic, Classic Max, Classic Eco and Classic from the horizontal joints of the gypsum board. The Plus spray-applied polyurethane foam plastic insulations sheathing is attached using No. 6, 11/4-inch-long described in this report comply with, or are suitable (31.7 mm), self-drilling drywall screws spaced 8 inches alternatives to what is specified in, those codes listed in (203 mm) on center around the perimeter and in the field. Section 1.0 of this report, subject to the following Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) long by 11/2 inches (38 mm) wide and spaced 16 inches conditions: (406 mm) on center vertically on each steel stud, are 5.1 This evaluation report and the manufacturer's secured, using two 15/8-inch-long (41.3 mm) self-drilling published installation instructions, when required by screws, through 4-inch (102 mm)red clay brick[31/2 inches the code official, must be submitted at the time of (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches permit application. (197 mm)] laid in a running bond pattern with Type S 5.2 The insulation must be installed in accordance with mortar. A nominally 1-inch (25.4 mm) air gap is left the manufacturer's published installation instructions, between the brick and the exterior sheathing. this evaluation report and the applicable code. If there ESR-1826 I Most Widely Accepted and Trusted Page 7 of 8 is a conflict between the installation instructions and 6.7 Test report in accordance with NFPA 285, and related this report,this report governs. engineering analysis (Classic, Classic Max and 5.3 The insulation must be separated from the interior of Classic Eco). the building by an approved 15-minute thermal 6.8 Reports of tests in accordance with NFPA 259 barrier, except as noted in this report. (Classic, Classic Max and Classic Eco). 5.4 Since the performance of Classic Max, when installed 6.9 Reports of fire tests in accordance with ASTM E970 in unvented attics without a code-prescribed ignition (Classic, Classic Max and Classic Plus). barrier or an intumescent coating, is based on fire 6.10 For Classic Max, an engineering evaluation, including performance of an unvented attic, the installation full-scale fire testing, small-scale testing and fire must be approved by the code official as conforming modeling(Section 4.4.1.2.2). with the provisions of Section 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. 7.0 IDENTIFICATION 5.5 When Classic Max insulation is installed under All packages and containers of Classic, Classic Max, Section 4.4.1.2.2 of this report, a certificate must be Classic Eco and Classic Plus insulations must be labeled placed in the attic stating that the foam plastic with the Icynene, Inc., name and address; the product insulation has been installed in accordance with name; component designation (A or B); the flame spread Conditions 1 to 5 of Section 4.4.1.2 and the terms of index and the smoke-developed index; the shelf life Section 4.4.1.2.2 of ESR-1826; any alterations to the expiration date; the name of the inspection body(ICC-ES); attic or insulation must be consistent with those and the evaluation report number(ESR-1826). requirements. Intumescent coatings are identified with the 5.6 The insulation must not exceed the thicknesses and manufacturers name and address, the product trade name densities noted in this report. and use instructions. 5.7 The insulation must be protected from the weather 8.0 OTHER CODES during and after application. 8.1 Scope: 5.8 The insulation must be applied by licensed dealers In addition to the codes referenced in Section 1.0, the and installers certified by Icynene, Inc. products recognized in this report were evaluated for 5.9 Use of the insulation in areas where the probability of compliance with the requirements of the following codes: termite infestation is "very heavy" must be in • 2006 International Building Code®(2006 IBC) accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. • 2006 International Residential Code®(2006 IRC) 5.10 Jobsite certification and labeling of the insulation must • 2006 International Energy Conservation Code° (2006 comply with IRC Sections N1101.4 and N1101.4.1 IECC) and IECC Sections 303.1.1 and 303.1.2, as 8.2 Uses: applicable. 5.11 A vapor retarder must be installed in accordance with The products comply with the above-mentioned codes as the applicable code. described in Sections 2.0 to 7.0 of this report, with the revisions noted below. 5.12 Icynene Classic, Classic Max, Classic Eco and • Application with a Prescriptive Ignition Barrier: See Classic Plus foam plastic insulations are Sections 4.4.1.1 (Classic and Classic Max) 4.4.2.1 manufactured in Mississauga, Ontario, Canada, under (Classic Eco) and 4.4.3.1 (Classic Plus), except attics a quality control program with inspections by ICGES, must be vented in accordance with 2006 IBC Section 6.0 EVIDENCE SUBMITTED 1203.2, and crawl space ventilation must be in 6.1 Data in accordance with the ICC-ES Acceptance accordance with 2006 IBC Section 1203.3, as Criteria for Spray-applied Foam Plastic Insulation applicable. Additionally, an ignition barrier must be (AC377), dated November 2012 (editorially corrected installed in accordance with 2006 IRC Section R314.5.3 April 2013). or R314.5.4, as applicable. • Application without a Prescriptive Ignition Barrier: 6.2 Reports of tests in accordance with AC377 Appendix See Sections 4.4.1.2 (Classic and Classic Max), 4.4.2.2 X [Classic and Classic Max (Section 4.4.1.2.1); (Classic Eco) and 4.4.3.2 (Classic Plus), except attics Classic Eco (Section 4.4.2.2.1) and Classic Plus must be vented in accordance with 2006 IBC Section (Sections 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C 1203.2 or 2006 IRC Section R806, and crawl space [Classic and Classic Max (Section 4.4.1.2.3); and ventilation must be in accordance with 2006 IBC Section Classic Eco(Section 4.4.2.2.2)]. 1203.3 or 2006 IRC Section R408, as applicable. 6.3 Test reports on air leakage rate in accordance with • Jobsite Certification and Labeling: See Section 5.10, ASTM E283(Classic Eco). except jobsite certification and labeling must comply 6.4 Test report on air leakage rate in accordance with with 2006 IECC Sections 102.1.1 and 102.1.11, as ASTM E2178 (Classic, Classic Max and Classic applicable. Plus). ■ Protection Against Termites: See Section 5.9, except 6.5 Reports of room comer fire testing in accordance with use of the insulation in areas where the probability of NFPA 286 (Classic, Classic Max, Classic Eco, and termite infestation is "very heavy" must be in Classic Plus). accordance with 2006 IRC Section R320.5. 6.6 Test reports in accordance with ASTM E119 (Classic, Classic Max and Classic Eco). ESR-1826 I Most Widely Accepted and Trusted Page 8 of 8 TABLE 1—THERMAL RESISTANCE(R-VALUES) R-VALUE(°F•ft2•h/Btu) THICKNESS Classic and Classic Max Classic Eco Classic Plus (inches) 1 3.7 3.7 4.0 2 7.4 7.4 8.0 3 11 11 12 3.5 13 13 14 4 14 14 16 5 18 18 20 5.5 20 20 22 6 22 22 24 7 25 25 28 7.5 27 27 30 8 29 29 32 9 32 32 36 9.5 34 34 38 10 36 36 40 11.5 41 41 42 13.5 — 49 54 14 50 50 56 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110°K•m2/W. 1R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number.