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1551 OCEAN BLVD - NEW RESIDENCE PERMIT 1r ' 1i`J }„. CITY OF ATLANTIC BEACH r'ci•,, , .:‘ . er) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 r2-0:i1c-f' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0234 Description: NEW SINGLE FAMILY Estimated Value: 440779.25 Issue Date: 8/7/2018 Expiration Date: 2/3/2019 PROPERTY ADDRESS: Address: 1551 OCEAN BLVD RE Number: 171874 0000 PROPERTY OWNER: Name: Kenneth Denbesten Address: 7084 CANYON DR PARK CITY, UT 84098 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: BOSCO BUILDING CONTRACTORS Address: 2158 MAYPORT RD ATLANTIC BEACH, FL 32233 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. r ..rk..�.Ir+'1 '`,. Permit Conditions City of Atlantic Beach .4 Jii)s)r Permit Number: RES18-0234 Description: NEW SINGLE FAMILY Applied:7/9/2018 Approved:8/6/2018 Site Address: 1551 OCEAN BLVD Issued:8/7/2018 Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: Kenneth Denbesten Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 7/13/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 7/13/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 7/13/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 7/23/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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. (Commercial driveways-6"thick). 5 7/23/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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. 41 Printed:Tuesday,07 August, 2018 1 of 2 • A Permit Conditions "e City of Atlantic Beach 6 7/23/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 7 7/23/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 8 7/23/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 9 7/23/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT • PUBLIC WORKS Scott Williams Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. 10 7/23/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 11 7/23/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20". 12 7/23/2018 PERVIOUS PAVERS INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Pervious pavers must be used to receive 50%credit. Printed:Tuesday,07 August, 2018 2 of 2 � ldv.�r.,,, City of Atlantic Beach APPLICATION NUMBER JS �' Building Department (To be assigned by the Building Department.) `'� '` 800 Seminole Road -L-5.. -,- Atlantic Beach, Florida 32233-5445 F E) I �_,- o Z 34- Phone(904)247-5826 • Fax(904)247-5845 /p li Jf g� E-mail: building-dept@coab.us Date routed: 7 I p., City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ISS 1 CQ,C.—,1-\-i,.. aufp Department review required i7 -fslo Buildin Applicant: R OSCb 110(1__.LAND G ening &Zoning Tree Administrator Project: t E,, ) t 11 i <Public Works! ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. rkbenied. ❑Not applicable (Circle one. Comments: UILDING PLA G & ZONING '7. 22-•it Reviewed by: 9' A Date: TREE ADMIN. ' A Second Review: pproved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES p� PUBLIC SAFETY Reviewed by: 0/1 Date: - 6 l Q FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building PermitApplication FFICE CO7 12/8/17 x =) City of Atlantic Beach 800 Seminole Rad,Atlantic Beach,FL 32233 Rhone:(904)247-5826 Fax:(904)247-5845 .bb Address 1C CiCe 1-n Permit Number: RE )L P) Legal Description 1(:) '-I1. 1 L. - S a 9 F /v+IliI 1)4I-,4y i-cD 9 IV- K G 3 RE# ) 7/S17 4- -000@ Valuation of Work(Ieplacement Cbst)$ (p)-OO ctob) Heated/Cooled 9= 3 4--4.2( Non-Heated/Cooled /00- Cass of OS--- Oassof Work(Ordeone): (New)Addition Alteration Fepair Move Demo Fbol Window/Door ® Use of existing/proposed structure(s)(Orde one): Commerdal creSidential� EI If an existing structure,is a fire sprinkler system installed?(Orde one): Yes No N/A ® 9abmit a Tree Femoval 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: i/E i,/ C N 5 7-0 14 frl Rorida R-oduct Approval# for multiple products use product approval form Property Owner Information Name: 1< f,'/1✓Il77# h 1)C,✓i Sc're,1 Address: 70d14- C/74"/0"' /O,q Oty PARK Ci'T/ Sate 4.r Zp 84-O '1 Fhone (v/r-97's" 'ab 7s E-Mail <P > r4sT•vc1' Owner or Agent(If Agent,Fewer of Attorney or Agency Letter Fequired) Contractor Information Name of Company: L30SC0 8' 'L Pi, ( Cev-TR►4C eRi,r+'' ualifyingAgent: 10D .farce Address sB',iAyPa/Cr XD aty SiacKit 1/1/11/e Sate r/- Zp 3:)•a3-3 Office Phone 904-- /—01Lo bb 9te/Contact Number 94,1-- 23 3 - t- SateCertification/Registration# ( 3C- ---/Z E-Mail '7"2DO8aJCv Architect Name& Phone# Engineer's Name& Fne# 6'1=0 FIca;Y ,4'f Tfz,C -�t,�Q Workers Compensation Exempt/Insurer/I?ace Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in thisjurisdiction. I understand that a separate permit must be secured for BECTRICAL WOW,PLUMBING,9GVS WR I S POOLS RJRNAC'FS BOILERS HEATERS TANKS and AIRCONDITONERS etc.NIKE 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 SAFTIDAVITfertify tat all tLIforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARN NG TO OWNER YOUR FAI LURE TO RECORD A No-n CE OF COM M BVCEM B\JT MAY RE ULT I N YOUR PAYI NG 1W CE FOR I M FROVBVI EVTS TO YOUR PROPERTY. I F YOU I NTBVD TO OBTAI N Fl NANCI NG, CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE RECORDING YOUR NO110E OF COM M ENCEM ENT. (Sgnat ure of Owner or Agent) (Sgnature of Cbnt ractor) (including contractor) Sgned and sworn to(or affirmed)before me this 4' dt day of Sgned and sworn to(or affirmed)before me this 6- day of , )4-)fY ,by fen ws-ersTZ1 d 41-Y , _0/X ,by 7-0Pg ✓_5( 1/1/141-: ;e' `like////,:��. (Sgnatureof Notary (Sgnatureof Nota [IFersonally Known CR Al Rsonally Known OR Produced Identification ]Roduced Identification Type of Identification: ,, _ . ypeof Identification: F MY COMMISSION N FF 242630 ; "' . MY COMMISSION r FF 242630 ' d. EXPIRES:October 19,2019 ; ? _ EXPIRES:October 19,2019 F Bonded Thru Notary Public UndenKiten •,P.,,,!''' Bonded Thru Notary Punk Underw• 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') 3 4/'/5 Non-Habitable Space (ft') /0.5- (1 LAND INFORMATION: Zoning District e 5- 2 Flood Zone X Minimum FFE BUILDING INFORMATION: Construction Type V 1 Occupancy Group 5,n5ie ra,,., , Jr Number of Stories 2- Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 T 4 1, j XL‘J CITY OF ATLANTIC BEACH ~ � � .I. S J �`� E I (�O P� 800 Seminole Road d V Atlantic Beach Florida 32233 j tr '' "` ;r Telephone(904)247-5800 FAX (904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 71. 1-f j>T Received by: Resubmitted: Permit Number: RES /I- 0.2 3 y Original Plans Examiner: Project Name: 9 /1//3 4-,-s-7- 4/ Project Address: JCS/ oG ei)4/ 13 1--VJ Contractor: Qps co if q,i.0I/y6 C,o.v�RA-c 7A4 Contact Name: Tope Aac o Contact Phone : 904 - :Z.33--c 9.4 - Co --m.. .— .•,a - g osco cgc . co,✓1 Revision/ Plan Check/Permit Fee (s) Due: $ 5'D. c' Description f Proposed Revision to Existing Permit: el#POrA/.I 6W / ,D//70r<J✓L //19-of./V)1770-,1 f'P p9?e UWD/ ZoN/,v 1 O7(/c // 4f !�I CD/l7/,3' / Additional Increase in Building Value: $ A(//9 Additional S.F. /' Site Plan Revised: yes Public W/U Approval: By signing below. I(print name) -Tev/p )0 ,e6cfe a affirm that the above revision is inclusive of the . 1.osA ha s. /9/ r 7A0f . Sig : of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: g4'6-7 sr _ Approved: A./....*.-- Rejected: FEG E L�. IVED Plan Review Comments: JUL 24 2018 Pui!r q Departmcnt City of Atlantic Beach, FL Department review required Ye�No )...- :wilding I/ 01 - ning &Zoning ree •dministrator Plans Examiner Public Works Public Safety Fire Services Date Created 5/13/17 Rev 4 - fir, v CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/22/2018 Permit#: RES18-0234 Site Address: 1551 OCEAN BLVD Review Status: denied RE#: 171874 0000 Applicant: BOSCO BUILDING CONTRACTORS Property Owner: Kenneth Debenstein Email:TODD@BOSCOCBC.COM Email: KDENBESTEN@COMCAST.NET Phone: 9042410320 Phone: 6159750675 9042330904 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. S' • - on Casement Window, FL#224-R14,has 4 different models under .that ber. Choose the ndow model to be installed, submit the correct FL# corresponding to that win•o •e is stallation instructions. FL#s with R-values are not acceptable. 2. The same requirements for FL# 5419-R16, 5 models under this number. Choose one and submit th- correct FL# and submit the installation instructions. 3. The same requirements for FL# 228-R14, 4 models under this number. Choose one and submit the correct FL# and submit the installation instructions. 4. Submit 2 copies of the ICC-ES Evaluation Report for the spray foam insulation to be used on thi '•b. High light the pages showing the installation instructions/requirements. . - bmitted ENERGY PERFORMANCE LEVEL DISPLAY CARDS need to be e - • eted by builder. 6. Contracto . ••'tial and date the minimum F.F.E. on 2 site .1. . • attach a document showing requirements for the City o • an 1 : • . .1 . •w o arrive at minimum FFE. ge .Cy ? �� 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 _mai -/ / n ea PetirP Gv Comp 1 P/l 4S "7/L 3), �'- Resubmittal Notes: 1. �' : CITY OF ATLANTIC BEACH S,� J , 800 SEMINOLE ROAD 0 _} ATLANTIC BEACH, FL 32233 \ i.i_.. V "v�lJ�� ,.(904) 247-5800 CALCULATING MINIMUM FINISH FLOOR ELEVATION (FFE) Depending on the location, the minimum Finish Floor Elevation (FFE) for new construction is calculated three different ways in the City of Atlantic Beach. A proposed site plan is necessary to calculate FFE. The final minimum FFE must be the highest of the three methods. NON FLOOD ZONES: 1. City of Atlantic Beach. Per COAB LDR, Section 24-251(c), the minimum FFE, in the City of Atlantic Beach, is 7.5 feet above mean sea level (NAVD 1988). il4US6 vilw tiAve A FE: c , 2. Florida Building Code. VPS: i� y 5'8" Per FBC-R 403.1.7.3, the FFE must extend above the elevation of the street gutter 1-FOOT plus 2% slope (HEIGHT ABOVE STREET) (See examples in table below) HEIGHT ABOVE STREET: 2% at 20 feet from street = .4 feet Total height above street = 1.4 feet 2% at 30 feet from street = .6 feet Total height above street = 1.6 feet 2% at 40 feet from street = .8 feet Total height above street 1.8 feet In non-flood zones, minimum FFE must be above 7.5 feet (NAVD) and at least the appropriate HEIGHT ABOVE STREET in front of the building, whichever is higher. FLOOD ZONES: 3. Per COAB LDR, Section 24-251(c), the FFE must be 2.5 feet above the Base Flood Elevation (BFE) or, in an A Zone, 4.5 feet above the highest adjacent grade and at least the appropriate HEIGHT ABOVE STREET, whichever is higher. The BFE for any location can be found on the 7/29/2016 Flood Insurance Rate Map (FIRM). * Other Code provisions may apply. DJA 9/08/16 �s.>>%; City of Atlantic Beach APPLICATION NUMBER J' i J;\ Building Department (To be assigned by the Building Department.) ss < y � r'j 800 Seminole Road r �3 �r Atlantic Beach, Florida 32233-5445 U Phone(904)247-5826 • Fax(904) 247-5845 y Q Q.ilt� E-mail: building-dept@coab.us Date routed: ! 1 1 �j [ i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I E S t C)Ct,C--,A-iILV Department review required Yes No crBu,ilcit,g.--;._:)z .7�Applicant: 1 ' CDCC l t�(L.L j (\DG 7nnng oning _,) ** \\ Tree Administrator Project: 'V 1,0 - t , - _ iI1 t l.' t ublic Works ublic Utilities_) Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required 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. ❑Not applicable (Circle one.) Comments:)e�� k 1 BUILDING GcG S� He&� t, 5�` red 01g(s� S, (,✓A i1 OvetAa YS PLANNING & ZONING Reviewed by: r ,e- Date: 2 I(' i 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 r,' ----...."" �r� CITY OF ATLANTIC BEACH 800 Seminole Road _ Atlantic Beach,Florida 32233 Vr Telephone(904)247-5800 4 K5 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 7/24i 20 ir Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: 9 A4/,Q 0-57-X4/ Project Address: /Sr/ oc e,w is 1..vJ Contractor: 90.1 co tfcl,;_DIN6 CON'W cr ieu Contact Name: 7Dp/7 ,3o-rc 0 Contact Phone : 904 - 2_33-a 9D Contact e-mail: 7"t0pl 0 j os-co c6c . co,vt Revision/Plan Check/Permit Fee(s)Due: $ Description Qf Proposed Revision to Existing Permit: '4/7fiO�f o/7 D/Af��e /�`o ,9f/0 / PL/1 "WeD/rc/' 7sN/•v6 f _,o,e/c jf /cf- , ' ' ,f ei0 7. 6i✓. Additional Increase in Building Value: $ �/� Additional S.F. Nf Site Plan Revised: yes Public W/U Approval: By signing below. I(print name) 7Ve)L) )0 44 e c) affirm that the above revision is inclusive of these l•o i. h s. 7/1,e/i Si: . - - of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: / Rejected: •-\.Eit 'tcG Plan Review Comments: JU!_ 242018 P,4141-9-(1-Department— City141-9n Dcp ment City cr Atlantic Beach, FL Department review required Yes No / �G uilding _ ming &Zoning I res 1 amEnistrator Plans Examiner •ublic Works 7-3 / ^ ' e ,,,,....— Public Safety Fire Services Date Created 5/13/17 Rev.4 S y1,y J ''= `ss CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 7/10/2018 Permit#: RES18-0234 Site Address: 1551 OCEAN BLVD Review Status: DENIED RE#: 171874 0000 Applicant: BOSCO BUILDING CONTRACTORS Property Owner: Kenneth Debenstein Email: TODD@BOSCOCBC.COM Email: KDENBESTEN@COMCAST.NET Phone: 9042410320 Phone: 6159750675 9042330904 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: Signed and Sealed Plans: Please submit signed and sealed plans. Front Setback: The site plan shows a 15 foot setback to the front porch. Open porches AND overhangs are allowed to project up to 4 feet into the required 20 foot front yard setback. The current plans show a 15 foot setback to the porch with an additional projection with the roof overhang. Please revise plans to meet this requirment. Ovv-cam/ .-f (7 ' GO /0,1A fin At, 7/0/1 8 0( Height of Garage: Please show the height of the garage measured from grade. 0(.-Garage Elevations: The elevation drawings for the garage are not consistent with regards to the bracket overhang shown over the pool bath door. Based on the roof plan, it should be shown on the front elevation, on the other side of the rear eleyatiop, and not shown on one of the side elevations. Please clarify the location of the bracket overhang. 4.-1,,c-4-O ,i Side Yard Projections: Section 24-83 allows overhangs/eaves to project up to 2 feet into the required side yard setbacks. The submitted plans show roof overhangs exceeding this allowance on both sides of the house. Further, the roof plan on Page A2.3 does not match the rear elevation on Page A3.2, the roof plan shows the porch overhangs projecting beyond the second story roof overhang while,the rear elevation shows the opposite. Please clarify and revise so that this requirement is met. ji 1,-c C -Side Wall Design Standards: Section 24-172 requires Second story exterior side walls, which exceed thirty-five (35) feet in length, to provide horizontal offsets of at least four (4) feet, or architectural details, design elements or other features, which serve to break-up the appearance of the side wall, such that adjacent properties are not faced on the side by blank two-[story] or three-story walls void of any architectural design oth'ibr than siding or windows. The southern exterior wall does not meet this requirement, please revise. Mechanical Equipment: Section 24-83 requires mechanical equipment to be at least 5 feet from any lot line adjacent to the interior living space of an existing residence. Please show that this requirment is being met or revise accordingly. NAS OK-Fence Height: Please provide the height, location, and material of all new fencing. //44 Gate height: Please provide the height, location, and material of the proposed automatic gate. N/ Brian Broedell 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. :LyfCity of Atlantic Beach APPLICATION NUMBER ��01,,,L,./ 1 Building Department • (To be assigned by the Building Department.) r .s 800 Seminole Road RE, 1 F _ 7 3/� -6,. �,2 Atlantic Beach, Florida 32233-5445 —" r"e l.f I, G_ "T or) Phone(904)247-5826 • Fax(904)247-5845 AZarii.9 E-mail: building-dept@coab.usDate routed: 7/9 /IP) City web site: http://www.coab.us e JUL10 2018 I N RE t APPLICATION Aft &TRACKING FORM Property Address: I , 1 C)Q,C-4\-- i LVC) _ Department review required Yes No Buildin j �_ Applicant: ��CC, 1),0,,L.LAi\Dc. ening &Zoning,,? Tree Administrator Project: vJ E , AIT ( L` ublic Works s_4--Public UtilitiesD `Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. 111Not applicable (Circle one.) Comments: r I BUILDING Plan5 -110 161,443Q. '41 LotSe,�4 CV►Qi PLANNING &ZONING r Reviewed byiew_ Date: 7i�� .i TREE ADMIN. Second Review: I Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES // �� PUBLIC SAFETY Reviewed by: Ju2�i"G"'� J, ' tyate: ?� e FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 S 1 r�til fr' CITY OF ATLANTIC BEACH f` Department of Public Works ;) 1200 Sandpiper Lane Atlantic Beach, FL 32233 r rJf�f}� (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/23/18 Applicant: Bosco Building Contractors, Inc. Permit#: RES18-0234 Email: todd@bosco.com Review Status: DENIED Property Owner: Kenneth Denbesten Site Address: 1551 Ocean Blvd. Email: kdenbesten@comcast.net 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: • A Revocable Encroachment Agreement must be submitted. • Provide manufacturer's cut sheets for 50% credit on pervious pavers. 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. • 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. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50%credit. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0234(Bosco).docx • 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 2of2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0234(Bosco).docx CITYOF ATLANTIC BEACH J,L_‘1„ S�� 15 j 3 800 Seminole Road '" - J Atlantic Beach Florida 32233 j Vr Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 71241 20ar Received by: Resubmitted: ESI- 02314 Permit Number: Original Plans Examiner: Project Name: p0e,e -..i-T4/ Project Address: 157 0G en,'" ry-vsJ Contractor: 90sco lrq/i-0livb Go,v',RAci oAS Contact Name: i ypo ,®le 0 Contact Phone : 7 4. - 233 c 9©f- Contact e-mail: 7j.7 0 23 os cb c6e . Co v1 Revision/Plan Check/Permit Fee (s) Due: $ Description Proposed Revision o Existing Permit: n gf i t 4 /7f,{ //6�G i 9f ,/ ,qP P ULL/aZJOC i',2/cr ,€ek W Co7/ �' �%J./ • Additional Increase in Building Value: $ �/� Additional S.F. II' Site Plan Revised: re'S Public W/U Approval: By signing below. I(print name) 7-00D 10 daecf 'd affirm that the above revision is inclusive of the • ,r osA. ha s. t/9/ r -7/,i ./,, Sig ; - - of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: RIF27tGE I\'E E' Plan Review Comments: Mavis -65 lavy, 4 Laseiv- clic. J U L 2 4 2018 P i,ii!d!nq Department City of Atlantic Beach, FL Department review required Yes No :uilding --7 //li!i ping &Zoning ree ••minlstrator Plans Examiner c. ublic Works 7 I /9 1 i Public Safety I Fire Services Date Created 5/13/17 Rev.4 t � CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/23/18 Applicant: Bosco Building Contractors, Inc. Permit#: RES18-0234 Email: todd@bosco.com Review Status: DENIED Property Owner: Kenneth Denbesten Site Address: 1551 Ocean Blvd. Email: kdenbesten@comcast.net 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: (6 A Revocable Encroachment Agreement must be submitted. l��U 01(..- Provide manufacturer's cut sheets for 50%credit on pervious pavers. <1/-yd) PUBLIC 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. • 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. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50% credit. Scott Williams, Public Works Director swilliams@coab.us/ 904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0234(Bosco).docx t � 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 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0234(Bosco).docx REVOCABLE ENCROACHMENT AGREEMENT rJ9' REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and Ke,,4e# + ,rim pAv,L1E5rE,✓ of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as descrihed 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 /1/ W,/ 114P11 Li L.,) 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 /117 Cie,h,fr 6,I:1/D - 4TLR.✓T/c ,(�EAc./ f'L. 3a2f? • 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 he 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 assumed by the USER. /�e� 1 Date 31?'(/c9 Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL Theforegoinginstrument was acknowledged this Z 3 day of ( l t -1 v� ,20 I {� by (4C.n DL1 S 4 rl , 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: Personally Known Denise A Ems • Produced Identification(Type) NOTARY PUBLIC STATE OF FLORIDA /_ i!- — -p.,. ;•�+�•-�;�C nrr t FF966426 Scott Will .ms,Public "or s P irector/ 1 ' Expires 3/1/2020 Kayle Moore, Public Utilities Director H:\Master Forms\Public-Utilities Works Forms\Revocable F ncroachment Agreement 2.5 18 docx Revision Date 7/5/18 5.1A,,J fl,, City of Atlantic Beach i- ^*a�# APPLICATION NUMBER f3 Building Department —7/ (Tote assigned by the Building Department.) r k' ` 800 Seminole Road ;:.. �:. �r Atlantic Beach, Florida 32233-5445 JUL c�z�4 � �,� Phone (904)247-5826 • Fax(904)247-5845 I I 10 2018 Q\o,;ts' E-mail: building-dept@coab.us III 4Jouted: LIR -E. IF2 - 7/9 /1 p.) City web-site: http://www.coab.us BY. APPLICATION REVIEW AND TRACKING FORM Property Address: I 5S t C)Q.,-C..-1344 ELVO Department review required Yes No Bu lick_ .g _-._,.____ Applicant: I .-� OSCc5 110 t LL.1Cnning &Zoning 2 Tref Adminis rt: ator Project: 1\- t,J - E , - A I (.: (Public Work blic Utilities 2) Public Safety Fire Services Review fee $ C79 Dept Signature Z tic.-- 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: APPL ATION STATUS Reviewing Department First Review: Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING Pia"S kbo �A►'9Q, L0`s"e%�``tnR PLANNING &ZONING Reviewed by: • U� Date: Sk TREE ADMIN. Second Review: ['Approved as revised. [Denied. ['Not applicable PUB JORKS Comments: UBLIC UILII TIES�� 7—/iVyr PUBLIC SAF 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 /' :"'; PUBLIC UTILITIES DEPARTMENT - 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER / SEWER TAP REQUEST Date 7-// - / g Project Address 1 5,-5/ 0C—7 r..J C3/00 Number of Units I Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) `-/(/ 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 tf kE ( E _ () 2 3'1gedie v /9/1/L „,i Water System Development Charge $ i ✓ycl� Sewer System Development Charge $ S �G S Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ SO. OD Other $ TOTAL $ 50, (Notes) lirAPPROVED Kayle Moore, P.E. (_ 77\ Date 7It( Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED e-O OFFICE COPY /DE/V.6'es-ivtd-es- zcS/ ace-7097-V ig6 VO MIN.2 3/8 IN. (60 MM)THICK PERMEABLE CONC. PAVERS WITH ASTM NO.8,89.OR 9 STONE IN JOINTS 2 IN.(50 MM)THICK ASTM NO.8 BEDDING STONE MIN. 6 IN. (150 MM)THICK COMPACTED ASTM NO.57 BASE STONE PLASTIC OR METAL EDGE RESTRAINT WITH SPIKES MAX. 1 FT. (300 MM)O.0 12IN.[3001 MIN. SOIL WITH i , VEGETATIVE COVER :- 11/1111111111111161iii l II I •• • •1008•.4."*.... •• •• •.000 .`�1 :.....40:, •N ;',4-6•1'; ;•1.•_,•� � � •• � • .�• � ..•• 4 ••�,. ,.�,I ��;��1� COMPACTED AGGREGATE BERM i e..444.461•,/1 • �C'S.'St note.!/�' . 'v! i.�;,.— I I ON SIDES WRAPPED IN •...4,400•.*T.•.•.• . &•...•,• •a•Viie .•..•'•l:. -/•. t-if i r� 1-1 =-111-= GEOTEXTILE 111=111.=III II-111-111-1 11-111=111'1__111111=-H1 - UNCOMPACTED NATIVE SOIL SUBGRADE OPTIONAL GEOTEXTILE UNDER BASE PER DESIGN ENGINEER NOTES: 1. PEDESTRIAN AND RESIDENTIAL USE ONLY 2. DESIGN, MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW ICPI GUIDE SPECIFICATIONS. 3. PAVER SURFACES SLOPE: MAX. 1% 4. SOIL SUBGRADE MAX. SLOPE: 1/2% 5. THICKER BASE AND/OR DRAIN PIPES MAY BE REQUIRED IF PATIO RECEIVES RUNOFF FROM ADJACENT IMPERVIOUS SURFACES OR ROOFS. auWI G 110, 0 PERMEABLE INTERLOCKING CONCRETE [CPI-78 PAVEMENT PATIO WITH AGGREGATE BERMS SCALE NO SCALE ESICC EVALUATION Most Widely Accepted and Trusted SERVICE Innovation RESEARCH LABS ICC-ES Evaluation Report ESR-1826 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 02/2018 This report is subject to renewal 02/2019. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION 1J `yaea OFFICE COPY luaw �nueipy � '�+';� �edaQ ou:pl+nd REPORT HOLDER: .912 z Jnr ICYNENE, INC. U3A j341.1, 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC ULTRA SELECT AND CLASSIC PLUS ICC ICC IC PMG LISTED "2014 Recipient of Prestigious Western States Seismic Policy Council SIM (WSSPC)Award in Excellence" A Subsidiary of INTERNA ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this ACCRED report,or as to anyproduct covered bythe report. SO/1EC 17065 P eP Product mer Y7000 Copyright®2018 ICC Evaluation Service, LLC. All rights reserved. t ESSEFv,':l Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1826 Reissued February 2018 Revised March 2018 This report is subject to renewal February 2019. www.icc-es.orq I (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 2.0 USES PROTECTION Icynene Classic, Classic Ultra, Classic Ultra Select Section: 07 21 00—Thermal Insulation (replaces Classic Max and Classic Max Select, REPORT HOLDER: respectively) and Classic Plus are used to provide thermal insulation in buildings and to seal areas such as plumbing ICYNENE, INC. and conduit penetrations against air infiltration. The 6747 CAMPOBELLO ROAD insulations are for use in wall cavities and floor assemblies; MISSISSAUGA, ONTARIO L5N 2L7 and in attic and crawl space installations as described in CANADA Section 4.4. (905)363-4040 The Classic, Classic Ultra and Classic Ultra Select www.icvnene.com insulations are for use in Type V construction under the IBC and dwellings under the IRC; fire-resistance-rated EVALUATION SUBJECT: construction when installed in accordance with Section 4.5; and in Types I through IV construction when installed in ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC ULTRA accordance with Section 4.6. SELECT AND CLASSIC PLUS The Classic Plus insulation is for use in 1.0 EVALUATION SCOPE nonfire- resistance-rated construction under the IBC and IRC and in Types I through IV construction when installed in 1.1 Compliance with the following codes: accordance with Section 4.6. • 2015,2012 and 2009 International Building Code°(IBC) The attributes of the insulations have been verified as conforming to the provisions of ICC 700-2008 Section • 2015, 2012 and 2009 International Residential Code® 703.2.1.1.1(c) as an air impermeable insulation. Note that (IRC) decisions on compliance for those areas rest with the user • 2015,2012 and 2009 International Energy Conservation of this report. The user is advised of the project specific Code®(IECC) provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is • 2013 Abu Dhabi International Building Code(ADIBC)t outside the scope of this report. These codes or standards tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced often provide supplemental information as guidance. in this report are the same sections in the ADIBC. 3.0 DESCRIPTION Properties evaluated: 3.1 General: • Surface burning characteristics 3.1.1 Classic, Classic Ultra and Classic Ultra Select: • Physical properties Icynene Classic, Classic Ultra and Classic Ultra Select are low-density, open-cell, polyurethane foam plastic • Thermal performance(R-values) insulations and air barrier systems that are 100 percent • Attic and crawl space installation water-blown with an installed nominal density of 0.5 pcf (8 kg/m3). The insulations are two-component, spray- • Fire–resistance-rated construction applied products.The two components of the insulation are • Air permeability polymeric isocyanate (A-Component, also known as Base Seal®) and proprietary resin (B-Component, Classic, • Exterior walls of Types I–IV construction Classic Ultra or Classic Ultra Select Resin). When stored at temperatures between 50°F (10°C) and 100°F (38°C), 1.2 Evaluation to the following green standard: the components have a shelf life of six months. • 2008 ICC 700 National Green Building Standard1' 3.1.2 Classic Plus: The Icynene Classic Plus foam (ICC 700-2008) plastic insulation is two-component, low density, open cell, Attributes verified: spray-applied, foam plastic with a nominal density of 0.7 pcf(11 kg/m3). The polyurethane foam is produced by • See Section 2.0 combining a polymeric isocyanate (A component) and ICC-ES Evaluation Reports are not w be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed el CD as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. , Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 7 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 7 proprietary resin, Classic Plus (B component). When instructions and this evaluation report must be available on stored at temperatures between 50°F (10°C) and 100°F the jobsite at all times during installation. (38°C),the components have a shelf life of twelve months. 4.2 Application: 3.2 Surface Burning Characteristics: 4.2.1 General: Icynene Classic, Classic Ultra, Classic 3.2.1 Classic, Classic Ultra and Classic Ultra Select: Ultra Select and Classic Plus foam plastic insulations must When tested in accordance with ASTM E84/UL 723, at a be applied on the jobsite using two-component, 1-to-1 thickness of 6 inches (152 mm) and a nominal density of ratio, spray equipment specified by Icynene, Inc. The foam 0.5 pcf (8 kg/m3), Icynene Classic, Classic Ultra and, plastic must not be sprayed onto a substrate that is wet, or Classic Ultra Select have a flame spread index of 25 or covered with frost or ice, loose scales, rust, oil or grease. less and a smoke-developed index of 450 or less. There is The foam plastic insulation must not be used in electrical no thickness limit when installed behind a code-prescribed outlet or junction boxes or in contact with rain or water, and 15-minute thermal barrier, except as noted in Section must be protected from the weather during and after 4.3.1.2 and Table 2. application. Where the insulation is used as air- impermeable insulation, such as in unvented attic spaces 3.2.2 Classic Plus: When tested in accordance with regulated by 2015 IBC Section 1203.3 or IRC Section ASTM E84/UL 723, at a thickness of 4 inches (152 mm) R806, the insulation must be installed at a minimum and a nominal density of 0.7 pcf (11 kg/m3), Icynene thicknesses noted in Section 3.4. The insulation can be Classic Plus has a flame spread index of 25 or less and a installed in one pass to the maximum thickness. Where smoke-developed index of 450 or less. There is no multiple passes are required, the cure time between thickness limit when installed behind a code-prescribed passes is negligible. 15-minute thermal barrier, except as noted in Section 4.3.1.2 and Table 2. 4.2.2 Classic, Classic Ultra and Classic Ultra Select: The insulation must be used in areas where the maximum 3.3 Thermal Resistance: service temperature is no greater than 180°F (82°C). The Icynene Classic, Classic Ultra, Classic Ultra Select and insulation must be applied when the temperature is at or Classic Plus have thermal resistance (R-values) at a mean above 14°F (-10°C) and be protected from the weather temperature of 75°F(24°C)as shown in Table 1. during and after application. 3.4 Air Permeability: 4.2.3 Classic Plus: The insulation may be used in areas where the maximum service temperature is no greater than Icynene spray-applied foam plastic insulations are 180°F (82°C). The insulation must be applied when the considered air-impermeable insulation in accordance with temperature is at or above 14°F (-10°C) and be protected 2015 IBC Section 1203.3 and 2015 and 2012 IRC Sections from the weather during and after application. R202 and R806.5 (2009 IRC Sections R202 and R806.4), 4.3 Thermal Barrier: at the following thicknesses: • Classic, Classic Ultra and Classic Ultra Select: 4.3.1 Classic, Classic Ultra, Classic Ultra Select and Minimum, 3 inches (76 mm) based on testing in Classic Plus: accordance with ASTM E2178. 4.3.1.1 Application with a Prescriptive Thermal Classic Plus: Minimum, 2 inches (51 mm) based on Barrier: Icynene Classic, Classic Ultra, Classic Ultra • Classic in accordance with ASTM E2178.1Select and Classic Plus foam plastic insulations must be testingseparated from the interior of the building by an approved 3.5 Intumescent Coatings: thermal barrier, such as 1/2-inch (12.7 mm) gypsum wallboard installed using mechanical fasteners in 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent accordance with the applicable code, or an equivalent coating is a latex-based coating supplied in 1-gallon (4L) 15-minute thermal barrier complying with the applicable and 5-gallon (19L) pails and 55-gallon (208 L) drums. The code. When installation is within an attic or crawl space as coating material has a shelf life of 12 months when stored described in Section 4.4, a thermal barrier is not required in factory-sealed containers at temperatures between 40°F between the foam plastic and the attic or crawl space, but (4.4°C)and 90°F(32.2°C). is required between the foam plastic insulation and the 3.5.2 DC 315 Coating: DC 315 coating (ESR-3702), interior of the building. There is no thickness limit when manufactured by International Fireproof Technology, installed behind a code-prescribed 15-minute thermal International Inc. / Paint To Protect Inc., is a water-based barrier,except as noted in Section 4.3.1.2 and Table 2. intumescent coating supplied in 5-gallon (19L) pails and 4.3.1.2 Application without a Prescriptive Thermal 55-gallon (208L) drums. The coating material has a shelf Barrier or Ignition Barrier: The prescriptive 15-minute life of 12 months when stored in factory-sealed containers thermal barrier or ignition barrier may be omitted when at temperatures between 50°F(10°C)and 80°F(27°C). installation is in accordance with the following 3.5.3 Fireshell® F10E Coating: Fireshell® F10E coating, requirements: manufactured by TPR2 Corporation (ESR-3997), is a 4.3.1.2.1 The insulation must be covered on all surfaces water-based intumescent coating supplied in 5-gallon(19L) with a fire protective coating at the minimum thickness set pails and 55-gallon (208L)drums.The coating material has forth in Table 2. a shelf life of 12 months when stored in factory-sealed containers at temperatures between 45°F(7.2°C)and 95°F 4.3.1.2.2 The maximum installed thickness of the (35°C) insulation must not exceed the thicknesses set forth in Table 2. 4.0 INSTALLATION 4.3.1.2.3 The coating must be applied over the insulation 4.1 General: in accordance with the coating manufacturer's instructions The manufacturer's published installation instructions and and this report. this report must be strictly adhered to and a copy of these 4.4 Attics and Crawl Spaces: ESR-1826 I Most Widely Accepted and Trusted Page 3 of 7 4.4.1 Classic,Classic Ultra and Classic Ultra Select: The coatings must be applied when ambient and 4.4.1.1 Application with a Prescriptive Ignition Barrier: substrate temperature is at least 60°F (16°C) and no more When Icynene Classic, Classic Ultra and Classic Ultra than 95°F (35°C). All other surfaces (including glass) must Select foam plastic insulations are installed within attics be protected against damage from the coating. The where entry is made only for service of utilities, an ignition insulation may be installed in unvented attics when the barrier must be installed in accordance with IBC Section foam plastic is applied at a minimum thickness of 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as 3.5 inches (89 mm) as described in this section in applicable. The ignition barrier must be consistent with the accordance with 2015 IBC Section 1203.3, 2015 and 2012 requirements for the type of construction required by the IRC Section R806.5 or 2009 IRC Section R806.4, as applicable code and must be installed in a manner so that applicable. the foam plastic insulation is not exposed. The Classic, 4.4.1.2.2 Attics-Classic Ultra and Classic Ultra Classic Ultra or Classic Ultra Select insulation may be Select: When Classic Ultra or Classic Ultra Select is installed in unvented attics when the foam plastic is applied applied in unvented attics conforming to 2015 IBC Section at a minimum thickness of 3 inches(76 mm)in accordance 1203.3 and 2015 and 2012 IRC Section R806.5 or 2009 with 2015 IBC Section 1203.3 or 2015 and 2012 IRC IRC Section R806.4, the insulation may be applied to the Section R806.5(2009 IRC Section R806.4), as applicable. underside of roof sheathing and/or rafters to a minimum 4.4.1.2 Application without a Prescriptive Ignition thickness of 31/2 inches (90 mm) and may be applied to Barrier: Where Icynene Classic, Classic Ultra and Classic vertical wall surfaces to a minimum thickness of 3 /2 inches Ultra Select foam plastic insulations are installed in an attic (90 mm). Maximum thickness on the underside of roof or crawl space without a prescriptive ignition barrier, in sheathing or on vertical wall surfaces is 20 inches (508 accordance with Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 mm). The insulation may be left exposed to the attic and 4.4.1.2.4,the following conditions apply: without a prescriptive ignition barrier or an intumescent coating. 1. Entry to the attic or crawl space is only for service of The attic must have attic access complyingwith IRC utilities and no storage is permitted. Section R807, horizontally placed in the floor, and opening 2. There are no interconnected attic, crawl space or outward toward the living space. Items penetrating the roof basement areas. deck or walls, such as skylight wells and vents, must be 3. Air in the attic or crawl space is not circulated to other covered with a minimum of 31/2 inches (90 mm) of the parts of the building. Classic Ultra or Classic Ultra Select insulation. 4. Combustion air is provided in accordance with IMC 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene Section 701. Classic, Classic Ultra or Classic Ultra Select insulations may be spray-applied to vertical walls and the underside of 5. Attic ventilation is provided when required by IBC floors, as described in this section. The thickness of the Section 1203.2 or IRC Section R806, except when foam plastic applied to the underside of the floors must not air-impermeable insulation is permitted in unvented exceed 14 inches (356 mm). The thickness of the spray attics in accordance with 2015 IBC Section 1203.3 or foam plastic insulation applied to vertical wall surfaces 2015 and 2012 IRC Section R806.5 (2009 IRC must not exceed 31/2 inches (88.9 mm). The foam plastic Section R806.4), as applicable. does not require an ignition barrier or a coating. 6. Under-floor(crawl space) ventilation is provided when 4.4.1.2.4 Use on Attic Floors:When used on attic floors, required by 2015 IBC Section 1203.4(2012 and 2009 Icynene Classic, Classic Ultra or Classic Ultra Select foam IBC Section 1203.3) or IRC Section R408.1, as plastic insulations may be installed at a maximum applicable. thickness of 111/2 inches (292 mm) between joists in attic 4.4.1.2.1 Attics-Classic, Classic Ultra and Classic floors. The insulation must be separated from the interior of Ultra Select: In attics, Icynene Classic, Classic Ultra and the building by an approved thermal barrier. The coatings Classic Ultra Select foam plastic insulations may be spray- specified in Section 4.4.1.2.1 and the ignition barrier in applied to the underside of the roof sheathing and/or accordance with IBC Section 2603.4.1.6 and IRC Section rafters, as described in this section. The thickness of the R316.5.3, may be omitted. foam plastic applied to the underside of the roof sheathing 4.4.2 Classic Plus: must not exceed 14 inches(356 mm). The thickness of the 4.4.2.1 Application with a Prescriptive Ignition Barrier: spray foam insulation applied to vertical wall surfaces must When Icynene Classic Plus is installed up to a maximum not exceed 5.5 inches (140 mm). The insulation must be thickness of 4 inches (102 mm) within attics or crawl covered on all surfaces with one of the coatings described spaces where entry is made only for service of utilities, an in Section 3.5. The coating must be applied over the ignition barrier must be installed in accordance with IBC insulation in accordance with the coating manufacturer's Section 2603.4.1.6 and IRC Sections R316.5.3 and instructions and this report. Surfaces to be coated must be R316.5.4, as applicable. The ignition barrier must be dry, clean, and free of dirt, loose debris and other consistent with the requirements for the type of substances that could interfere with adhesion of the construction required by the applicable code and must be coating. The coating is applied in one coat with low- installed in a manner so that the foam plastic insulation is pressure airless spray equipment. The coating must be not exposed. Icynene Classic Plus may be installed in applied to a thickness as follows: unvented attics when the foam plastic is applied at a • No Burn Plus XD at a minimum thickness of 6 wet mils minimum thickness of 2 inches (51 mm) in accordance (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], with 2015 IBC Section 1203.3, 2015 and 2012 IRC Section applied at a rate of 0.4 gallon (1.5 L) per 100 square R806.5 or 2009 IRC Section R806.4, as applicable. feet(9.2 m2). 4.4.2.2 Application without a Prescriptive Ignition • DC 315 at a minimum thickness of 4 wet mils (0.1 mm) Barrier: Where Icynene Classic Plus insulation is installed [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and 100 square feet(9.2 m2). 4.4.3.2.3,the following conditions apply: ESR-1826 I Most Widely Accepted and Trusted Page 4 of 7 • 1. Entry to the attic or crawl space is to service utilities, (38 mm by 89 mm)]southern pine (G = 0.55), No. 2 grade and no storage is permitted. studs spaced 16 inches (406 mm) on center with a base 2. There are no interconnected attic or crawl space areas. layer of 1/2-inch-thick (12.7 mm) wood fiber sound board installed horizontally on each face with vertical joints 3. Air in the attic or crawl space is not circulated to other located over the studs, attached with 6d box nails, 2 inches parts of the building. (51 mm) long and spaced 24 inches (610 mm) on center 4. Combustion air is provided in accordance with IMC along the studs, and a second layer of 5/8-inch-thick Section 701. (15.9 mm)Type X gypsum wallboard installed vertically on 5. Attic ventilation is provided when required by IBC each face, attached with 8d box nails, 21/2 inches (64 mm) Section 1203.2 or IRC Section R806, except when long and spaced 7 inches (178 mm) on center along the air-impermeable insulation is permitted in unvented studs. The stud cavity contains Icynene Classic, Classic attics in accordance with 2015 IBC Section 1203.3 or Ultra or Classic Ultra Select insulation nominally 2 inches 2015 and 2012 IRC Section R806.5 or 2009 IRC (51 mm)thick. Section R806.4, as applicable. Axial loads applied to the wall assembly must be limited 6. Under-floor (crawl space) ventilation is provided when to the least of the following: required by 2015 IBC Section 1203.4 (2012 and 2009 • 1,805 pounds(8029 N)per stud. IBC Section 1203.3) or IRC Section R408.1, as • Design stress of 0.78 F'c. applicable. 4.4.2.2.1 Attics: In attics, Icynene Classic Plus insulation • Design stress of 0.78 F'c at a maximum le/d of 33. may be spray-applied to the underside of the roof 4.5.1.2 Assembly 2 (Limited Load-bearing Wood Stud sheathing and/or rafters, the underside of wood floors, and Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches vertical surfaces, as described .in this section. The (38 mm by 89 mm)]southern pine (G = 0.55), No. 2 grade thickness of the foam plastic applied to the underside of studs spaced 16 inches (406 mm) on center with two the top of the space must not exceed 14 inches (356 mm). layers of 1/2-inch-thick (12.7 mm) Type X gypsum The thickness of the spray foam plastic insulation applied wallboard installed vertically with joints staggered on each to vertical wall surfaces must not exceed 8 inches face, attached with 8d box nails, 21/2 inches (64 mm) long (203 mm). The foam plastic insulation must be covered on and spaced 7 inches (178 mm) on center along the studs all exposed surfaces with DC315 intumescent coating at a for the face layer and 6d cement coated box nails, 2 inches minimum thickness of 4 wet mils (0.1 mm) [3 dry mils (51 mm) long and spaced 24 inches (610 mm) on center (0.08 mm)], applied at a rate of 0.25 gallon (0.95 L) per along the studs. The stud cavity contains Icynene Classic, 100 square feet(9.2 m2). The coating must be applied over Classic Ultra or Classic Ultra Select insulation nominally the Icynene Classic Plus insulation in accordance with 2 inches(51 mm)thick. the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, Axial loads applied to the wall assembly must be limited loose debris and other substances that could interfere with to the least of the following: adhesion of the coating. The coating is applied in one coat • 1,805 pounds(8029 N)per stud. with low-pressure airless spray equipment. • Design stress of 0.78 F'c. The coating must be applied when ambient and substrate temperature is at least 60°F (16°C) and no more ■ Design stress of 0.78 F'c at a maximum le/d of 33. than 95°F (35°C). All other surfaces (including glass) must 4.5.1.3 Assembly 3 (Floor/Ceiling): Minimum nominally be protected against damage from the coating. 2-by-10 [11/2 by 91/4 inches (38 mm by 235 mm)] Douglas Icynene Classic Plus insulation may be installed in fir, No. 2 grade wood joists spaced 24 inches(610 mm)on unvented attics when the foam plastic is applied at a center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by minimum thickness of 2 inches (51 mm) as described in 64 mm)] spruce bridging at mid-span. Floor decking this section, in accordance with 2015 IBC Section 1203.3, must be minimum 1/2-inch-thick (12.7 mm) exterior grade 2015 and 2012 IRC Section R806.5 or 2009 IRC Section plywood installed perpendicular to joists and fastened with R806.4, as applicable. 2-inch-long (51 mm)ring shank nails 6 inches(152 mm)on 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene center at the joints and 12 inches (305 mm) on center at Classic Plus insulation may be spray-applied to vertical the intermediate joists. Plywood joints must occur over walls and the underside of floors, as described in this joists. Icynene Classic, Classic Ultra or Classic Ultra Select section. The thickness of the foam plastic applied to the insulation must be applied to the underside of the plywood deck between the joists to a depth of 5 inches (127 mm). underside of the floors must not exceed 14 inches Two layers of minimum 5/8-inch-thick (15.9 mm), Type X (356 mm). The thickness of the spray foam plastic gypsum wallboard must be attached perpendicular to the insulation applied to vertical wall surfaces must not exceed joists on the ceiling side of the assembly. The first layer 8 inches (203 mm). The insulation must be covered with must be attached with 11/4-inch-long (32 mm), Type W DC-315 coating as described in Section 4.4.2.2.1. drywall screws, spaced 24 inches(610 mm)on center.The 4.4.2.2.3 Use on Attic Floors: Icynene Classic Plus second layer must be applied perpendicular to the joists, insulation may be installed at a maximum thickness of offset 24 inches(610 mm)from the base layer.The second 13 inches (330 mm) between joists in attic floors. The layer must be attached with 2-inch-long (51 mm), Type S insulation must be separated from the interior of the drywall screws spaced 12 inches (305 mm) on center. building by an approved thermal barrier. The insulation Additional fasteners must be installed along the butt joints does not require an ignition barrier or a coating. of the second layer, securing the two layers together. 4.5 One-hour Fire-resistance-rated Assemblies: These fasteners must be 11/2-inch-long (38 mm), Type G 4.5.1 Classic,Classic Ultra and Classic Ultra Select: drywall screws placed 2 inches (51 mm) back from each end of the butt joint and spaced 12 inches (305 mm) on 4.5.1.1 Assembly 1 (Limited Load-bearing Wood Stud center. The wallboard joints on the exposed side must be Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches treated with paper tape embedded in joint compound and ESR-1826 I Most Widely Accepted and Trusted Page 5 of 7 topped with an added coat of compound, and the fastener 5.1 This evaluation report and the manufacturer's heads must be coated with joint compound in accordance published installation instructions, when required by with ASTM C840 or GA-216. the code official, must be submitted at the time of 4.5.1.4 Assembly 4(Non-loadbearing Steel Stud Wall): permit application. Nominally 6-inch-deep (152.4 mm), No. 18 gage, 5.2 The insulation must be installed in accordance with galvanized steel studs spaced 16 inches (406.4 mm) on the manufacturer's published installation instructions, center, are friction-fit into No. 18 gage galvanized steel this evaluation report and the applicable code. If there floor and ceiling track with a layer of 5/8-inch-thick is a conflict between the installation instructions and (15.9 mm),Type X gypsum board applied to the interior this report,this report governs. side with the long edge parallel to steel studs and secured using No. 6, 11/4-inch-long (31.7 mm), self-drilling drywall 5.3 The insulation must be separated from the interior of screws spaced 8 inches (203 mm) on center around the the building by an approved 15 minute thermal perimeter and 12 inches (305 mm) on center in the field. barrier,except as noted in this report. The gypsum board joints must be treated with vinyl or 5.4 Since the performance of Classic Ultra and Classic casein, dry or premixed joint compound applied in two Ultra Select, when installed in unvented attics without coats to cover all exposed screw heads and gypsum board a code-prescribed ignition barrier or an intumescent butt joints, and a minimum 2-inch-wide (51 mm) paper, coating, is based on fire performance of an unvented plastic, or fiberglass tape embedded in the first layer of attic, the installation must be approved by the code compound over butt joints of the gypsum board. The stud official as conforming with the provisions of Section cavity is filled with Icynene Classic, Classic Ultra or Classic 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. Ultra Sele®t insulation up to 6inches (152 mm) thick. 5.5 When Classic Ultra and Classic Ultra Select insulation DensGlass®Exterior Sheathing, 1/2 inch (12.7 mm)thick, is is installed under Section 4.4.1.2.2 of this report, a installed parallel to steel studs with vertical joints offset a certificate must be placed in the attic stating that the minimum of 16 inches (406 mm) from the vertical joints of foam plastic insulation has been installed in the gypsum board and the horizontal joints offset a accordance with Conditions 1 to 5 of Section 4.4.1.2 minimum of 24 inches (610 mm) from the horizontal joints and the terms of Section 4.4.1.2.2 of ESR-1826; any of the gypsum board. The sheathing is attached using alterations to the attic or insulation must be consistent No. 6, 1 /4-inch-long (31.7 mm), self-drilling drywall screws with those requirements. spaced 8 inches (203 mm)on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties, 5.6 The insulation must not exceed the thicknesses and 6 inches (152 mm) long by 11/2-inches (38 mm) wide, are densities noted in this report. spaced 16 inches (406.4 mm) on center vertically on each 5.7 The insulation must be protected from the weather steel stud, and secured, using two 15/8-inch-long (41.3 mm) during and after application. 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 5.8 The insulation must be applied by licensed dealers 73/4 inches (197 mm)] laid in a running bond pattern with and installers certified by Icynene, Inc. Type S mortar, leaving a nominally 1-inch (25.4 mm) air 5.9 Use of the insulation in areas where the probability of gap between the brick and the exterior sheathing. termite infestation is "very heavy" must be in Optional: It is permitted to add code-complying, accordance with IRC Section R318.4 or IBC Section expanded polystyrene (EPS), extruded polystyrene (XPS), 2603.8, as applicable. foil-faced, rigid polyurethane board stock or polyurethane 5.10 Jobsite certification and labeling of the insulation must spray foa® on the exterior of the wall (between the comply with 2015 IRC Sections N1101.10.1 and DensGlass® sheathed wall and the brick), while N1101.10.1.1 (2012 IRC Sections N1101.12.1 and maintaining the 1-inch (25.4 mm) air space. The length of N1101.12.1.1 or 2009 IRC Sections N1101.4 and the brick ties must be increased to account for the N1101.4.1) and 2015 and 2012 IECC Sections thickness of the insulation. C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 4.6 Exterior Walls in Type I, II, Ill and IV Construction: (2009 IECC Sections 303.1.1 and 303.1.1.1), as 4.6.1 General:When used on exterior walls of Types I, II, applicable. III or IV construction, the assembly must comply with IBC 5.11 A vapor retarder must be installed in accordance with Section 2603.5 and this section, and the Classic, Classic the applicable code. Ultra and Classic Ultra Select insulations must be installed 5.12 Icynene Classic, Classic Ultra, Classic Ultra Select at a maximum thickness described in Table 3. The and Classic Plus foam plastic insulations are potential heat of Icynene insulations tested in accordance manufactured in Mississauga, Ontario, Canada, under with NFPA 259 is as follows: a quality control program with inspections by ICC-ES. • Classic, Classic Ultra and Classic Ultra Select: 6.0 EVIDENCE SUBMITTED 494 Btu/ft2(5.6 MJ/m2)per inch of thickness 6.1 Data in accordance with the ICC-ES Acceptance 4.6.2 Specific Wall Assemblies: Wall assemblies Criteria for Spray-applied Foam Plastic Insulation complying with Section 4.6 must be as described in (AC377),dated April 2016. Table 3. 6.2 Reports of tests in accordance with AC377 Appendix 5.0 CONDITIONS OF USE X [Classic, Classic Ultra and Classic Ultra Select The Icynene Classic, Classic Ultra, Classic Ultra Select (Section 4.4.1.2.1) and Classic Plus (Sections and Classic Plus spray-applied polyurethane foam plastic 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C [Classic, insulations described in this report comply with, or are Classic Ultra and Classic Ultra Select (Section suitable alternatives to what is specified in, those codes 4.4.1.2.3)]. listed in Section 1.0 of this report, subject to the following 6.3 Test report on air leakage rate in accordance with conditions: ASTM E2178 (Classic, Classic Ultra and Classic Ultra ESR-1826 I Most Widely Accepted and Trusted Page 6 of 7 Select and Classic Plus). product name; component designation (A or B); the flame 6.4 Reports of room corner fire testing in accordance with spread index and the smoke-developed index, the NFPA 286(Classic, Classic Ultra, Classic Ultra Select expiration date; the name of the inspection body(ICC-ES); and Classic Plus). and the evaluation report number(ESR-1826). 6.5 Test reports in accordance with ASTM E119 (Classic, No Burn Plus XP Intumescent coating described in Classic Ultra and Classic Ultra Select). Section 3.5.1 is identified with the manufacturer's name and address,the product trade name and use instructions. 6.6 Test report in accordance with NFPA 285, and related The International Fireproof Technology, Inc. / Paint To engineering analysis (Classic, Classic Ultra and Protect Inc. DC 315 coating described in Section 3.5.2 is Classic Ultra Select). identified with the manufacturer's name and address, the 6.7 Reports of tests in accordance with NFPA 259 product trade name, date of manufacture, shelf life or (Classic, Classic Ultra and Classic Ultra Select). expiration date, the manufacturer's application instructions 6.8 Reports of fire tests in accordance with ASTM E970 and the evaluation report number(ESR-3702). (Classic, Classic Ultra, Classic Ultra Select and Fireshell F10E coating is labeled with the manufacturer's Classic Plus). name and address; the product name; the date of 6.9 For Classic Ultra and Classic Ultra Select, an manufacture, the shelf life or expiration date; the engineering evaluation, including full-scale fire testing, manufacturer's instructions for application, and the small-scale testing and fire modeling (Section evaluation report number(ESR 3997). 4.4.1.2.2). 7.0 IDENTIFICATION All packages and containers of Classic, Classic Ultra, Classic Ultra Select and Classic Plus insulations must be labeled with the Icynene, Inc., name and address; the TABLE 1—THERMAL RESISTANCE(R-VALUES) R-VALUE(°F•ft2•h/Btu) THICKNESS Classic,Classic Ultra and Classic Plus (inches) Classic Ultra Select 1 3.7 4.0 2 7.4 8.0 3 11 12 3.5 13 14 4 14 16 5 18 20 5.5 20 22 6 22 24 7 25 28 7.5 27 30 8 29 32 9 32 36 9.5 34 38 10 36 40 11.5 41 42 13.5 — 54 14 50 56 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110°K•m2/W. 'R-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. ESR-1826 I Most Widely Accepted and Trusted Page 7 of 7 TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER' INSULATION TYPE MAXIMUM MAXIMUM FIRE-PROTECTIVE COATING MINIMUM THEORETICAL TESTS THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS& APPLICATION SUBMITTED (Walls&Vertical (Ceilings,Underside of Roof TYPE(Applied to all Foam RATE OF FIRE- Surfaces) Sheathing/Rafters&Floors) Surfaces)2 PROTECTIVE COATING' CLASSIC,CLASSIC 6 14 20 mils WDCET 15 1.25 gal/100 ft2 NFPA 286 //13 mils DFT ULTRA AND CLASSIC ULTRAFireshell F10E SELECT 71/2 111/2 21 mils WFT/14 mils DFT 1.31 gal/100 ft2 NFPA 286 CLASSIC PLUS 61/2 111/2 20 mils WFT 313 mils DFT 1.25 gal/100 ft2 NFPA 286 For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2=0.093 m2;NA=not applicable. 'See Section 4.3.1.2. 2See Sections 3.5.2 and 3.5.3. 3As reported in the manufacturer's application instructions.Actual application rate,based on specific project conditions,must be in accordance with the manufacturer's application instructions. TABLE 3—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System— 1—Concrete wall. Use either 1,2 or 3 2—Concrete masonry wall. 3 —Minimum 35/8-inch-deep (92 mm), No. 20 gage, C-shaped steel studs, spaced a maximum of 24 inches on center with lateral bracing every 4 feet(1219 mm)as required by code.Sheathing shall be a described in Exterior Sheathing below. Floorline Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline, attached with Z-clips. Thickness must match stud cavity depth. Cavity Insulation—Use either 1,2,3,4 1—None. or 5 2—Partial cavity fill with a maximum air space of 2 inches(51 mm)or full cavity depth not exceeding 75/8 inches(194 mm)of Classic, Classic Plus, Classic Ultra or Classic Ultra Select(ESR-1826); MD- R-210(ESR-3493);MD-C-200(ESR-3199);or Proseal(ESR-3500). 3—Any insulation qualified as noncombustible in accordance with ASTM E136. 4—Glass fiber batt insulation°. 5—Mineral fiber insulations. Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719.2). Exterior Sheathing—Only for Base Wall 1—Minimum'/2-inch-thick(12.7 mm),),glass mat gypsum sheathing complying with ASTM C1177. System No.3— 2 — Sheathing shall be attached with No. 6, 11/4- inch-long (32 mm)self-tapping screws located Use either 1 or 2 8 inches (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of wallboard. Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Insulation Maximum thickness of 51/2 inches (140 mm) of Proseal Eco (MD-R-210) (ESR-3493) or Proseal (ESR-3500). Exterior Wall Covering— 1 — Brick - standard nominally 4-inch-thick (102 mm) clay brick; brick veneer anchors —standard Use either 1,2,3,4,5,6 or 7 types installed a maximum of 24 inches OC vertically on each stud". 2 — Stucco - minimum 3/4-inch-thick (19.1 mm), exterior cement plaster and lath with a secondary water-resistive barrier may be installed between the exterior insulation and the lath. 3—Natural stone(limestone,granite,marble,sandstone),minimum 2-inch-thick(51 mm)`. 4 — Cast artificial stone, minimum 11/2-inch-thick (38 mm), complying with AC51 and subject of a current ICC-ES evaluation report'. 5—Terracotta cladding,minimum of 11/4—inch-thick(32 mm)`. 6—Precast concrete panels,minimum of 11/2—inch-thick(32 mm)`. 7—Concrete masonry units(CMU),minimum of 1'/2—inch-thick(38 mm)`. b.The maximum air gap between exterior insulation and cladding shall be 2 inches(51 mm). Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used. rik PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: PF/1rt;CsTePermit #ie&EOa 3 Project Address: ISS ! O c4i)/✓ (S 1-v0. '4 rk. 6c t/. As required by Horida 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 Droduct approval may be obtained at:www.tloridabuilding.o Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging 2.Sliding 3.Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1.Single hung 2.Horizontal slider 3.Casement 51,164/ -t 4 c rc(e."t81C'n t 4.Double hung 1/ 04''Tje f'TS'RM SRS K2��i 1, S.i 9, 7 5.Fixed J41/4 4/tr0,/ RAr / ,2, , 6.Awning SMo,/-To fiu t f;khe-eir i Si" 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker II.Dual action OFFICE COPY # :. .,..-rs rye JUL 2 4 2018 Buifdin() DepE tment City of Atiarlkuch, FL OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: pe,stu-rg/ Permit #1eES!8-- 02 3 ( Project Address: /SS/ 0Cf,Ar j1,iip• A7-Adtmr77C /.6,gc/f As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide roduct approval may be obtained at: www.floridabuilding.oLi. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 'cirri.' C4fTd'"1 L.);4/00w pTP,-J, /f ill — , ¢ v 2. Sliding ' c.L.1Srem viylkU'> Syr -fn /3,1,-flv 1 LI 3. Sectional 4. Roll up J4/}ns ;8il-6.A6 - Pktg 14, 0;,t9, 7- 5. Automatic 6. Other " B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement -5//115y row 02-,,-Rio ? 4. Double hungS i M o.,�T c n/ 5— -i y- y�i ? 5. Fixed 5/.,/o.,✓fU:-1/ 2.34*, Ki4- - 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding H a 2 Di e Pr R Q4 tem aj r^. c� f /3_19'1 s44-, 2. Soffits 3. EIFS • 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1. Asphalt shingles A-11-1+.5 if'401/V PI earn 0 6e l }'�S icb 16 303' t Pc 2.Underlaymentsf y a� > ��'1F�y� r,�, 74/6.294/4 ,7--- /6� ,k -Rt tom. 1Ga. 9 6.! 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes • 12.Roofing slate r 13.Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 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 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description 1Limitation 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) no 90,rc° ."a • 7-) SCO �,',L ,QfTc To I Company Name: l�fJ (3 .Pt�''� G�..� r fli1�'� `• Mailing Address: 2/54 r1 Af R T ' City: . fa-c,�S c,/l/t'(& State: Fl-- Zip Code: .5x.23 Telephone Number: ( 9614-) o-4-I -0J -D Fax Number: ( yp 4-) Cell Phone Number: (*4-) 2.13--0 9,04- E-mail Address: 719.90 JcOC49G,GQ Pervious Pavers Tremron Jacksonville Pavers, Retaining Walls, Fire Pits Atlanta, Miami... Page 1 of 3 TREMRON 411111 HOME(HTTPS://WWW.TREMRON.COM) PRODUCTS(HTTPS://WWW.TREMRON.COM/PRODUCTS) (https://www.tremron.corn) INSPIRATION(HTTPS://WWW.TREMRON.COM/INSPIRATION) CATALOG(HTTPS://WWW.TREMRON.COM/HARDSCAPE-CATALOG) COMPANY(HTTPS://WWW.TREMRON.COM/ABOUT) RESOURCES(HTTPS://WWW.TREMRON.COM/PROFESSIONALS) PERVIOUS PAVERS Horne (https://www.tremron.com) / Pavers (https://www.tremron.com/products#green- collection) / Pervious Pavers • • • f ... • • +v r-- tea" nF -'t ew.� 4 ! Y.ti.,,t/ . .H • +5� 1`f-• P i kap t x CKy a 4 t ; I° r y }u ti �".� f $ ...r xs' "+ .ti :fit' xv is i A wv�3e � �,.,.,�y '• .:7 :il.;a• '..,:y'W-� " ..wt j .v 'ae-'3.`• Rc: .�`'. 'b`-. tF1 °ar . ...:-.„••••. AQUA PAVER PERVIOUS PAVERS (HTTPS://W WW.TREMRON.COM/PAVERS/AQUA- PAVER) A permeable, environmentally-friendly interlocking paver designed to allow water SF RIMA to flow through the paver and be recaptured in the subsoil. Pervious Pavers are (HTTPS://WWW.TREMRON.COM/PAVERS/SF- RIMA) available in 4x8 or Olde Towne sizes. Tremron pervious pavers are recommended 4X8 PERMEABLE for parking areas that do not receive heavy vehicular traffic. (Not recommended (HTTPS://WWW.TREMRON.COM/BfWARS(4)a 8s) PERMEABLE) aCl OLDE TOWNE PERMEABLE (HTTPS://WWW.TREMRON.COM/PAVERS/OLDE- TOWNE-PERMEABLE) PRODUCT SPECS COLORS https://www.tremron.com/pavers/pervious-pavers 7/31/2018 Pervious Pavers Tremron Jacksonville Pavers, Retaining Walls, Fire Pits I Atlanta, Miami... Page 2 of 3 TURF BLOCK PERVIOUS PAVERS 4X8 (HTTPS://W W W.TREMRON.COM/PAVERS/T BLOCK) PRODUCT CODE: PV21O4OE PERVIOUS PAVERS THICKNESS: 2-i•(60MM) (HTTPS://W WW.TREMRON.COM/PAVERS/PER PAVERS) DIMENSIONS: 4•x8• SF PER CUBE: 120 CUBE WEIGHT: 3120 Les FINISH: STANDARD 041P PERVIOUS PAVERS OLDE TOWNE PRODUCT CODE: PV21340E THICKNESS: 2-',<•(60MM) DIMENSIONS: 6•x4•,6•x6•,6•x9• SF PER CUBE: 124 CUBE WEIGHT: 3330 Les FINISH: STANDARD PERVIOUS PAVERS PHOTOS reitaTismi • i. yam... f (https://www.tremron.com/social-media/facebook) (https://www.tremron.com/social-media/twitter) $+ (https://www.tremron.com/social-media/google-plus) (https://www.tremron.com/social-media/houzz) (https://www.tremron.com/social-media/pinterest) in (https://www.tremron.com/social-media/linkedin) O (https://www.tremron.com/social-media/youtube) (https://www.tremron.com/social-media/instagram) https://www.tremron.com/pavers/pervious-pavers 7/31/2018 Pervious Pavers Tremron Jacksonville Pavers, Retaining Walls,Fire Pits I Atlanta, Miami... Page 3 of 3 Products About Us Resources Contact Us Catalog (https://www.tremr*Irittpm/,twwtya.cttrr)err catalog) PAVING SLABS ABOUT US PAY ONLINE (HTTPS://WWW.TREMRgNTCf®61/PA019UTRSMIRQM®61/li9ID'INf.FREMRON.COM/PR( gIC4WR /1 ) SLABS) 2885 St.Clair Street PLANT LOCATIONS INSPIRATION Jacksonville,FL 32254111 PAVERS (HTTPS://WWW.TREMRgNICRPSI IIIMIRH WVOIOQAGrdB TRy. 900 (HTTPS://WWW.TREMRCFRKKA97PRODUCTS#PAVERS ONLINE STORE (866)358-5900 RETAINING WALLS DESIGN CENTERS (HTTP://STORE.TREMRON.COM) (https://www.tremron.com/hard (HTTPS://WWW.TREMRgN1OiB6A/PAQL19 JIFIBMWETE J6iv3LOCATIONS#DESIGN- View All Locations catalog) MOBILE APP WALLS) CENTERS) (https://www.tremron.com/locations) (HTTPS://WWW.TREM RON.COM/APP) ACCENTS LOCATE A SALES PROFESSIONALS (HTTPS://WWW.TREMRCREJCOM/PRODUCTS#ACNTNTTS) PS: /AW W.TRE M RON.COM/PROFESSIONALS) (HTTPS://WWW.TREMRCc ACCESSORIES REP) (HTTPS://WW W.TREMRON.COM/PRODUCTS#ACCESSORIES) CONTACT (HTTPS://WWW.TREMRON.COM/CONTACT) JACKSONVILLE PAVERS(HTTPS://WWW.TREMRON.COM/LOCATIONS/MANUFACTURING•PLANTS/JACKSONVILLE) I MIAMI PAVERS (HTTPS://WWW.TREMRON.COM/LOCATIONS/MANUFACTURING-PLANTS/MIAMI) I ATLANTA PAVERS(HTTPS)//WWW.TREMRON.COM/LOCATIONS/MANUFACTURING- PLANTS/ATLANTA) I ORLANDO PAVERS(HTTPS)//WWW.TREMRON.COM/LOCATIONS/DESIGN-CENTERS/ORLANDO) I TAMPA PAVERS (HTTPS://W W W.TRE M RON.COM/LOCATIONS/MANUFACTURI NG•PLANTS/LAKELANO) ©2018 ALL RIGHTS RESERVED TREMRON PAVERS(HTTPS://WWW.TREMRON.COM) PRIVACY POLICY(HTTPS://WWW.TREMRON.COM/PRIVACY-POLICY) TERMS(HTTPS://WWW.TREMRON.COM/TERMS) https://www.tremron.com/pavers/pervious-pavers 7/31/2018 Bosco Building Contractors, Inc. 2158 Mayport Road,Atlantic Beach, Florida 32233 July 24,2018 Items received from Bosco Building Contractors, Inc. by the City of Atlantic Beach Building Department: 2–Stamped survey's 2–Revocable encroachment agreements 2–Permeable paver ratio 2– ICC-ES Evaluation reports 2–Product approval sheets with installation instructions 1–Calculating minimum FFE 2– Energy performance level display cards 1 – Building review comments 1– Public works plan review comments 1–Zoning review comments 3–Survey's 2–Full set of drawin: 7/Z Signed: '- A Date: • / ---- MIN.2 3/8 IN.(60 MM)THICK PERMEABLE CONC.PAVERS WITH ASTM NO.8,89.OR 9 STONE IN JOINTS 1/ // 2 IN.(50 MM)THICK ASTM NO.8 BEDDING STONE — MIN. 6 IN. (150 MM)THICK COMPACTED ASTM NO.57 BASE STONE 12 INJ300IMIN4, '1 1 PLASTIC OR METAL EDGE RESTRAINT WITH SPIKES MAX. 1FT.(300 MM)O.C. - SOIL WITH VEGETATIVE COVER if.-.1• 1:;:ile68. 1•4:.*:;:eir,414.41%.:'.*«i:".11",..-.1 ? 1;' •• I I ;JrI— -4.'....#4°h011'ef4;b C)8)011N1.81•:4Y01%,C)12)CP46.1VV•r 4:4,:4'.,-'" '''•. — - COMPACTED AGGREGATE BERM laititik ii•••gn....:#44 iher;"•:`;:;-‘ai";i 2.•4:; r.;1=-111 ON SIDES VVRAPPEO IN II• - -- -- - - .• ' • --" ." — GEOTEXTILE \ UNCOMPACTED NATIVE SOIL SUBGRADE OPTIONAL GEOTEXTILE UNDER BASE PER DESIGN ENGINEER NOTES: 1. PEDESTRIAN AND RESIDENTIAL USE ONLY 2. DESIGN.MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW ICPI GUIDE SPECIFICATIONS. 3. PAVER SURFACES SLOPE:MAX.1% 4. SOIL SUBGRADE MAX. SLOPE: 1/2% 5. THICKER BASE AND/OR DRAIN PIPES MAY BE REQUIRED IF PATIO RECEIVES RUNOFF FROM ADJACENT IMPERVIOUS SURFACES OR ROOFS. . 30 PERMEABLE INTERLOCKING CONCRETE ICPI-78 PAVEMENT PATIO WITH AGGREGATE BERMS DRAWING NO. 8CAL L NO SCALE , ,. TREMRON HOME(HTTPS://WWW.TREMRON.COM) PRODUCTS(HTTPS://WWW.TREMRON.COM/PRODUCTS) (https://www.tremron.com) INSPIRATION(HTTPS://WWW.TREMRON.COM/INSPIRATION) CATALOG(HTTPS://WWW.TREMRON.COM/HAROSCAPE-CATALOG) COMPANY(HTTPS://WWW.TREMRON.COM/ABOUT) RESOURCES(HTTPS://WWW.TREMRON.COM/PROFESSIONALS) PERVIOUS PAVERS Home (https://www.tremron.com) / Pavers (https://www.tremron.com/products#green- collection) / Pervious Pavers 4. Lei •-J i ... i"';'�''.Ar*-,' "x�..a' .. -fit i+ '+--. .�. y + �e �.'- ` ` •Y `�•-` �" �- i 0,, AQUA PAVER PERVIOUS PAVERS (HTTPS://WWW.TREMRON.COM/PAVERS/AQUA- PAVER) A permeable, environmentally-friendly interlocking paver designed to allow water to flow through SF RIMA the paver and be recaptured in the subsoil. Pervious Pavers are available in 4x8 or Olde Towne (HTTPS://WWW.TR EM RON.COM/PAVERS/SF- RIMA) sizes. Tremron pervious pavers are recommended for parking areas that do not receive heavy 4X8 PERMEABLE vehicular traffic. (Not recommended for roadways) (HTTPS://WWW.TREMRON.COM/PAVERS/4X8- PERMEABLE) OLDE TOWNE PERMEABLE (HTTPS://WWW.TREMRON.COM/PAVEF.SM31I RJCT SPECS COLORS TOWNE-PERMEABLE) TURF BLOCK (HTTPS://WWW.TREMRON.COM/PAVERS/TURF- BLOCK) PERVIOUS PAVERS (HTTPS://WWW.TREMRON.COM/PAVERS/PERVIOUS- PAVERS) PERVIOUS PAVERS 4X8 PRODUCT CODE: PV21040E THICKNESS: 2-W(60MM) DIMENSIONS: 4"X8" SF PER CUBE: 120 CUBE WEIGHT: 3120 LBS FINISH: STANDARD PERVIOUS PAVERS OLDE TOWNE . 011104* PRODUCT CODE: PV21340E THICKNESS: 2-3/4"(60MM) DIMENSIONS: 6'X4",6"X6^,6•X9" SF PER CUBE: 124 CUBE WEIGHT: 3330 LBS FINISH: STANDARD PERVIOUS PAVERS PHOTOS , '' rt: ,z `M` - 'r yr, i • v .J wd _ f (https://www.tremron.com/social-media/facebook) !I (https://www.tremron.com/social-media/twitter) g+ (https://www.tremron.com/social- media/google-plus) f; (https://www.tremron.com/social-media/houzz) NJ (https://www.tremron.com/social-media/pinterest) in (https://www.tremron.com/social-media/linkedin) 0 (https://www.tremron.com/social- media/youtube) In (https://www.tremron.com/social-media/instagram) OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Debesten Residence Builder Name: Hammond Air Conditioning Street: 1551 Ocean Blvd. Permit Office: Duval City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jim Debesten Jurisdiction: Design Location: FL,Jacksonville County:: duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3620.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1840.00 ft= b.Frame-Wood,Exterior R=19.0 1780.00 W 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1825.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=20.0 1825.00 ft2 6. Conditioned floor area above grade(ft2) 3445 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(739.8 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 8 295 a. U-Factor: Dbl,U=0.32 739.85 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 8 335 SHGC: SHGC=0.19 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 28.8 SEER:15.00 b.Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 28.6 HSPF:8.70 SHGC: b.Electric Heat Pump 35.4 HSPF:8.70 Area Weighted Average Overhang Depth: 4.480 ft. Area Weighted Average SHGC: 0.190 14.Hot water systems a.Natural Gas Tankless Cap: 1 gallons 8. Floor Types (3445.0 sqft.) Insulation Area EF:0.820 a.Floor Over Other Space R=0.0 1620.00 ft2 b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 1620.00 ft2 None c.other(see details) R= 205.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 84.01 PASS Glass/Floor Area: 0.215 Total Baseline Loads: 93.74 I hereby certify that the plans and specifications covered by Review of the plans and . �'CKE STAT;'• this calculation are in compliance with the Florida Energy specifications covered by this .;,.....94,\ Code. ) calculation indicates compliance : h:•//49�".• r.,�� with the Florida EnergyCode. :f:n,ti,, ... *,.�0• 1 n/ i1.11S ENGINEERING LU' . PREPARED BY: Mi e hmur Before construction is completed 6 1? �yIt-«�;4 ) 7/2/18 `�"" DATE: this building will be inspected for ; o`: Li ' y compliance with Section 553.908 *% a �; r. , I herebycertifythat this building, as desiged, is in compliance Florida Statutes. 'r' ;7. with the Florida Energy Code. • COD yyg I'�•:'' OWNER/AGENT: �` j BUILDING OFFICIAL: 7 /71) - DATE: DATE: (� G ', - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.25 ACH50(R402.4.1.2). 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 r • FORM R405-2017 PROJECT Title: Debesten Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3445 Lot# Owner Name: Jim Debesten Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Hammond Air Conditioning Rotate Angle: 270 Street: 1551 Ocean Blvd. Permit Office: Duval Cross Ventilation: County: duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE I Design Location TMY Site Design Temp Int Design Temp Heating Design Daily Temp 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1620 16200 2 Block2 1825 18250 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InflID Finished Cooled Heated 1 1st Floor 1620 16200 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1825 18250 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor Over Other Space 2nd Floor ___ ___ 1620 ft2 0 0.3 0.3 0.4 2 Raised Floor 2nd Floor ___ ___ 205 ft' 19 0.3 0.3 0.4 3 Slab-On-Grade Edge Insulatio 1st Floor 178 ft 0 1620 ft' ____ 0.3 0.3 0.4 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 2041 ft' 456 ft' Medium 0.96 No 0.9 No 20 26.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1825 ft' N N 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 , FORM R405-2017 CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0 Blown 1825 ft2 0.11 Wood WALLS Adjacent S Cavity Width Height Sheathing Framing Solar Below # Ornt Tr) ace Wall Type p . - n Area R-Value Frartion Ahsnr (rade% _ 1 N=>W Exterior Concrete Block-Int Insul 1st Floor 5 35 10 350.0 ft0 0.75 0 2 S=>E Exterior Concrete Block-Int Insul 1st Floor 5 35 10 350.0 ft2 0 0.75 0 3 E=>N Exterior Concrete Block-Int Insul 1st Floor 5 54 10 540.0 ft2 0 0.75 0 4 W=>S Exterior Concrete Block-Int Insul 1st Floor 5 12 10 120.0 ft2 0 0.75 0 5 W=>S Exterior Concrete Block-Int Insul 1st Floor 5 48 10 480.0 ft2 0 0.75 0 6 N=>W Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft2 0.23 0.75 0 7 S=>E Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft2 0.23 0.75 0 8 E=>N Exterior Frame-Wood 2nd Floor 19 54 10 540.0 ft2 0.23 0.75 0 9 W=>S Exterior Frame-Wood 2nd Floor 19 54 10 540.0 ft' 0.23 0.75 0 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees). / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 N 24.0 ft2 8 ft 0 in 2 ft 0 in None None 2 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 N 84.0 ft2 8 ft 0 in 2 ft 0 in None None 3 S=>E 2 Vinyl Low-E Double Yes 0.32 0.19 N 58.7 ft2 12 ft 0 in 2 ft 0 in None None 4 S=>E 2 Vinyl Low-E Double Yes 0.32 0.19 N 20.6 ft2 12 ft 0 in 2 ft 0 in None None 5 S=>E 2 Vinyl Low-E Double Yes 0.32 0.19 N 24.0 ft2 6 ft 0 in 2 ft 0 in None None 6 E=>N 3 Vinyl Low-E Double Yes 0.32 0.19 N 42.0 ft2 1 ft 2 in 2 ft 0 in None None 7 E=>N 3 Vinyl Low-E Double Yes 0.32 0.19 N 12.4 ft2 1 ft 2 in 2 ft 0 in None None 8 E=>N 3 Vinyl Low-E Double Yes 0.32 0.19 N 35.0 ft2 1 ft 2 in 2 ft 0 in None None 9 W=>S 4 Vinyl Low-E Double Yes 0.32 0.19 N 49.8 ft2 1 ft 2 in 2 ft 0 in None None 10 W=>S 4 Vinyl Low-E Double Yes 0.32 0.19 N 23.3 ft2 1 ft 2 in 2 ft 0 in None None 11 N=>W 6 Vinyl Low-E Double Yes 0.32 0.19 N 24.0 ft' 8 ft 0 in 2 ft 0 in None None 12 N=>W 6 Vinyl Low-E Double Yes 0.32 0.19 N 84.0 ft2 8 ft 0 in 2 ft 0 in None None 13 S=>E 7 Vinyl Low-E Double Yes 0.32 0.19 N 37.3 ft2 1 ft 2 in 2 ft 0 in None None 14 E=>N 8 Vinyl Low-E Double Yes 0.32 0.19 N 72.0 ft2 1 ft 2 in 2 ft 0 in None None 15 E=>N 8 Vinyl Low-E Double Yes 0.32 0.19 N 16.0 ft2 1 ft 2 in 2 ft 0 in None None 16 E=>N 8 Vinyl Low-E Double Yes 0.32 0.19 N 42.0 ft2 1 ft 2 in 2 ft 0 in None None 17 W=>S 9 Vinyl Low-E Double Yes 0.32 0.19 N 18.7 ft2 1 ft 2 in 2 ft 0 in None None 18 W=>S 9 Vinyl Low-E Double Yes 0.32 0.19 N 72.0 ft2 1 ft 2 in 2 ft 0 in None None 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000397 3588.5 197.01 370.5 .3765 6.25 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.7 28.6 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.7 35.4 kBtu/hr 2 sys#2 COOLING SYSTEM __1/ # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 28.8 kBtu/hr 900 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 15 34.8 kBtu/hr 1080 cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- --Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 8 295 ft2 Attic 285 ft2 Default Leakage Attic (Default) (Default) 1 1 2 Attic 8 335 ft2 Attic 325 ft2 Default Leakage Attic (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r Ma X Jun Jul A Se Oct Nov Dec HeatinX Jan X Feb X Mar !xi r MaJun Jul A SeOct [XNov X Dec Ventin Jan Feb X Mar Apr [ MayJun Jul Augu Sep [X Oct [X Nov Dec 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 7 'NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index, the more efficient the home. 1551 Ocean Blvd., Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1840.00 ft2 b.Frame-Wood,Exterior R=19.0 1780.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 1825.00 ft2 6. Conditioned floor area(ft2) 3445 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 ft2 a. U-Factor: Dbl,U=0.32 739.85 ft2 11.Ducts R a.Sup:Attic,Ret:Attic,AH:Attic 8 29595 SHGC: SHGC=0.19 b.Sup: Attic,Ret:Attic,AH:Attic 8 335 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 28.8 SEER:15.00 SHGC: b.Central Unit 34.8 SEER:15.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 28.6 HSPF:8.70 Area Weighted Average Overhang Depth: 4.480 ft. b.Electric Heat Pump 35.4 HSPF:8.70 Area Weighted Average SHGC: 0.190 8. Floor Types Insulation Area 14.Hot water systems a.Floor Over Other Space R=0.0 1620.00 ft2 a.Natural Gas Cap: 1 gallons EF:0.82 b.Slab-On-Grade Edge Insulation R=0.0 1620.00 ft2 b. Conservation features c.other(see details) R= 205.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building r• '�KgESTgj Construction through the above energy saving features which will be installed (or exceeded) ' O `4, in this home before final inspection. Otherwise, a new EPL Display Card will be completed rk3 "''. ,`,':n•:, based on installed Code complian ur :•ti »,,,, 0': Builder Signature: Date: 7 201 /6 toi) :k a Address of New Home: /5-5/ £7 f V� V:,,40 City/FL Zip: •-.,, .., t �` � tr .�233 ......... *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEEFFAUI T. ED Ir"-- C\ : 1�/J 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 JUI_ 2 n 2018 r��n�irtrnent � h FL FORM R405-2017 ENERGY L (EPL) ESTIMAT X* = 90 The lower home. 1. New construction or existing Insulation Area 2. Single family or multiple family Exterior R=5.0 1840.00 ft2 R=19.0 1780.00 ft' 3. Number of units,if multiple family R= ft2 4. Number of Bedrooms R= ft2 5. Is this a worst case? Insulation Area a.Roof Deck(Unvented) R=20.0 1825.00 ft' 6. Conditioned floor area(ft2) 3445 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.32 739.85 ft' 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Attic 8 295 SHGC: SHGC=0.19 b.Sup: Attic,Ret:Attic,AH:Attic 8 335 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 28.8 SEER:15.00 SHGC: b.Central Unit 34.8 SEER:15.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 28.6 HSPF:8.70 Area Weighted Average Overhang Depth: 4.480 ft. b.Electric Heat Pump 35.4 HSPF:8.70 Area Weighted Average SHGC: 0.190 8. Floor Types Insulation Area 14.Hot water systems a.Floor Over Other Space R=0.0 1620.00 ft2 a.Natural Gas Cap: 1 gallons EF:0.82 b.Slab-On-Grade Edge Insulation R=0.0 1620.00 ft' c.other(see details) R= 205.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) :.0@ . ...� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. fn://1/6p,,:: :°o' : C7 i Builder Signature: Date: a Address of New Home: City/FL Zip: :f.�; ` �.--/4C./ COD WB � *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/2/2018 8:03 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1551 Ocean Blvd. Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL 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 Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 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 R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagewindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Lis/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the 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. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan 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 whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUN (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 • R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatory)he 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. 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Debesten Residence Builder Name: Hammond Air Conditioning Street: 1551 Ocean Blvd. Permit Office: Duval City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Jim Debesten Jurisdiction: Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spas. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers 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. 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Debesten Residence Builder Name: Hammond Air Conditioning Street: 1551 Ocean Blvd. Permit Office: Duval City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: Cond.Floor Area:: 3445 sq.ft. Cond.Volume: 34450 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: 1 FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) * : 3 Pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. 1 I hereby certify that the above envelope leakage Testing shall be conducted by either .••••THE ST,g j•.., performance results demonstrate compliance individuals as defined in Section with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or 'i;, °'J accordance with Section R402.4.1.2. individuals licensed as set forth in ? :`n,,,,'rft•.; ;::.' ;;;. ,;,O Section 489.105(3)(f), (g), or(i)or an ' C . approved third party. A written report of 0 . a SIGNATUR the results of the test shall be signed • , aa: ; by the third party conducting the test .. :, y� and provided to the code official. • CoD . PRINTED NAME: . fpecu`a "•••••.........• ' DATE: BUILDING OFFICIAL: '/ G 6 DATE: 7/2/2018 8:04 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Debesten Residence Address type: S Building Type: User Bedrooms: 3 Lot#: Owner: Jim Debesten Conditioned Area: 3445 Block/SubDivision: Total Stories: 2 PlatBook: Builder Name: Hammond Air Conditioning Worst Case: No Street: 1551 Ocean Blvd. Permit Office: Duval Rotate Angle: 270 County: duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fan: FL, New/Existing: New(From Plans) Terrain: Suburban Year Construct: 2018 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE INTL A 32 93 70 75 1281 49 Medium UTILITY Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0.00 0.11 Natural Gas Therm EnergyGauge Default 0.00 1.72 Fuel Oil Gallon EnergyGauge Default 0.00 1.10 Propane Gallon EnergyGauge Default 0.00 1.40 SURROUNDINGS ----------Shade Trees------------- --------Adjacent Buildings------ Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Block1 1620 16200 2 Block2 1825 18250 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1st Floor 1620 16200 Yes 2 1 Yes Yes Yes 2 2nd Floor 1825 18250 No 2 2 Yes Yes Yes 7/2/2018 8:05:16 PM EnergyGauge®/USRCZB v6.0 Page 1 Building Input Summary Report FLOORS (Total Exposed Area = 1825 sq.ft.) # Floor Type Space Exposed Perim Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor Over Other Space 2nd Floor --- --- 1620 ft 0.3 0.3 0.4 2 Raised Floor 2nd Floor -- --- 205 ft 19 0.3 0.3 0.4 3 Slab-On-Grade Edge Ins 1st Floor 178 0 1620 ft -- 0.3 0.3 0.4 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Instil. (deg) 1 Gable or shed Metal 2041 ft2 456 ft2 Medium 0.96 No 0.9 No 20 26.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1825 ft2 N N CEILING (Total Exposed Area = 1825 sq.ft.) # Ceiling Type Space R-Value Ins.Type Area Framing Fraction Truss Type 1 Under Attic(Unvented) 2nd Floor 0.0 Blown 1825.0ft2 0.11 Wood WALLS (Total Exposed Area = 3620 sq.ft.) Note:First wall orientation below is as entered.Actual orientation is modified by the rotate angle(270 degrees)as shown in the"Project"section on page 1. Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade 1 N=>W Exterior Conc.Blk-Int Ins 1st Floor 5 35.0 0 10.0 0 350.0ft2 0 0.75 0% 2 S=>E Exterior Conc.Blk-Int Ins 1st Floor 5 35.0 0 10.0 0 350.0ft2 0 0.75 0% 3 E=>N Exterior Conc.Blk-Int Ins 1st Floor 5 54.0 0 10.0 0 540.0ft2 0 0.75 0% 4 W=>S Exterior Conc.Blk-Int Ins 1st Floor 5 12.0 0 10.0 0 120.0ft2 0 0.75 0% 5 W=>S Exterior Conc.Blk-Int Ins 1st Floor 5 48.0 0 10.0 0 480.0W 0 0.75 0% 6 N=>W Exterior Frame-Wood 2nd Floor 19 35.0 0 10.0 0 350.0ft2 0.23 0.75 0% 7 S=>E Exterior Frame-Wood 2nd Floor 19 35.0 0 10.0 0 350.0ft2 0.23 0.75 0% 8 E=>N Exterior Frame-Wood 2nd Floor 19 54.0 0 10.0 0 540.0W 0.23 0.75 0% 9 W=>S Exterior Frame-Wood 2nd Floor 19 54.0 0 10.0 0 540.0W 0.23 0.75 0% WINDOWS (Total Exposed Area = 740 sq.ft.) Wall ---Overhang--- # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 N N 24.0ft2 8.0 ft 0 in 2.0 ft 0 in None None 2 N=>W 1 Vinyl Low-E Double Yes 0.32 0.19 N N 84.0ft2 8.0 ft 0 in 2.0 ft 0 in None None 3 S=>E 2 Vinyl Low-E Double Yes 0.32 0.19 N N 58.7ft2 12.0 ft 0 in 2.0 ft 0 in None None 4 S=>E 2 Vinyl Low-E Double Yes 0.32 0.19 N N 20.6ft2 12.0 ft 0 in 2.0 ft 0 in None None 5 S=>E 2 Vinyl Low-E Double Yes 0.32 0.19 N N 24.0W 6.0 ft 0 in 2.0 ft 0 in None None 6 E=>N 3 Vinyl Low-E Double Yes 0.32 0.19 N N 42.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 7 E=>N 3 Vinyl Low-E Double Yes 0.32 0.19 N N 12.4ft2 1.0 ft 2 in 2.0 ft 0 in None None 8 E=>N 3 Vinyl Low-E Double Yes 0.32 0.19 N N 35.0W 1.0 ft 2 in 2.0 ft 0 in None None 9 W=>S 4 Vinyl Low-E Double Yes 0.32 0.19 N N 49.8ft2 1.0 ft 2 in 2.0 ft 0 in None None 10 W=>S 4 Vinyl Low-E Double Yes 0.32 0.19 N N 23.3ft2 1.0 ft 2 in 2.0 ft 0 in None None 11 N=>W 6 Vinyl Low-E Double Yes 0.32 0.19 N N 24.0ft2 8.0 ft 0 in 2.0 ft 0 in None None 12 N=>W 6 Vinyl Low-E Double Yes 0.32 0.19 N N 84.0ft2 8.0 ft 0 in 2.0 ft 0 in None None 7/2/2018 8:05:17 PM EnergyGauge®/USRCZB v6.0 Page 2 Building Input Summary Report WINDOWS(Continued) 13 S=>E 7 Vinyl Low-E Double Yes 0.32 0.19 N N 37.3ft2 1.0 ft 2 in 2.0 ft 0 in None None 14 E=>N 8 Vinyl Low-E Double Yes 0.32 0.19 N N 72.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 15 E=>N 8 Vinyl Low-E Double Yes 0.32 0.19 N N 16.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 16 E=>N 8 Vinyl Low-E Double Yes 0.32 0.19 N N 42.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 17 W=>S 9 Vinyl Low-E Double Yes 0.32 0.19 N N 18.7ft2 1.0 ft 2 in 2.0 ft 0 in None None 18 W=>S 9 Vinyl Low-E Double Yes 0.32 0.19 N N 72.0ft2 1.0 ft 2 in 2.0 ft 0 in None None INFILTRATION # Scope Method SLA CFM50 ELA EqLA ACH ACH50 Space(s) 1 Wholehouse Proposed ACH(50) 0.00040 3589 197.01 370.50 0.3765 6.3 All MASS # Mass Type Area Thickness Furniture Fraction Space 1 No Added Mass 0 ft2 0 ft 0.30 1st Floor 2 No Added Mass 0 ft2 0 ft 0.30 2nd Floor HEATING SYSTEM # System Type Subtype AHRI# Efficiency Capacity ---Geothermal HeatPump--- Ducts Block kBtu/hr Entry Power Volt Current 1 Electric Heat Pump Split 3645739 HSPF:8.70 28.6 0.00 0.00 0.00 sys#1 1 2 Electric Heat Pump Split 3645945 HSPF:8.70 35.4 0.00 0.00 0.00 sys#2 2 COOLING SYSTEM # System Type Subtype AHRI# Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm 1 Central Unit Split 3645739 SEER:15 28.8 900 0.75 sys#1 1 2 Central Unit Split 3645945 SEER:15 34.8 1080 0.75 sys#2 2 HOT WATER SYSTEM # System Type Subtype Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Natural Gas Tankless Exterior 0.82 1.00 gal 60 gal 120 deg Standard =>R-3 255 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS Duct --------Supply------ -----Retum--- Air CFM 25 CFM 25 HVAC# # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 8.0 295 ft2 Attic 8.0 285 ft2 Default Leakage Attic (Default)(Default) 1 1 2 Attic 8.0 335 ft2 Attic 8.0 325 ft2 Default Leakage Attic (Default)(Default) 2 2 7/2/2018 8:05:17 PM EnergyGauge®/USRCZB v6.0 Page 3 Building Input Summary Report TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Cooling []Jan []Feb []Mar []Apr []May [X]Jun [X]Jul [X]Aug [X]Sep []Oct []Nov []Dec Heating [X]Jan [X]Feb [X]Mar []Apr []May []Jun []Jul []Aug []Sep []Oct [X]Nov [X]Dec Venting []Jan []Feb [X]Mar [X]Apr []May []Jun []Jul []Aug []Sep [X]Oct [X]Nov []Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 HARD WIRED LIGHTING ID Type Screen Location Total# Quantity# Comp Fl All Other Fl Bulb Type Schedule Watts per bulb 1 Hard-Wired Default Exterior 20 2 HERS2011 60 MISC ELECTRICAL LOADS ID Type Screen Location Item Quantity Catagory Operating Schedule Off Standby 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 %Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 %Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 %Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 %Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 %Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 226 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 %Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan peak: 0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 %Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 7/2/2018 8:05:17 PM EnergyGauge®/USRCZB v6.0 Page 4 Building Input Summary Report APPLIANCES & LIGHTING SCHEDULES(Continued) lgts-in peak: 0 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 %Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 Igts-out peak: 73 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 %Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 0 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 %Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL peak: 0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 %Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 7/2/2018 8:05:17 PM EnergyGauge®/USRCZB v6.0 Page 5 of 5 Residential Equipment Selection Summary EnergyGauge Debesten Residence 7/2/2018 1551 Ocean Blvd. Block 1, Heating Systeml, Cooling Systeml Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 78 F Summer Wet Bulb: 67 F Design Loads (Manual J or equivalent) Heating: 31.770 Sensible Cooling: 20.249 Latent Cooling: 7.195 Air Flow Estimate Heating CFM: 1000 Cooling CFM: 1000 Equipment Information -Heating Type: Electric Heat Pump Manufacturer: Carrier Nominal Capacity: 28.60 Outdoor Model: 25HBC530A**30 AHRI Number: 3645739 Indoor Model: tFX4DN(B,F)031 Equipment Information -Cooling Type: Electric Heat Pump Manufacturer: Carrier Speed: Single-Speed Outdoor Model: 25HBC530A*"30 AHRI Number: 3645739 Indoor Model: tFX4DN(B,F)031 AHRI/Nominal Capacity: 28.80 OEM Capacity at Design Conditions------------ Total Latent Sensible Sens plus excess Latent 28.8 7.2 21.6 21.6 Manual S Compliance-Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90—115% Actual: 105 % Passes Manual S for Total PASS Latent: Required: 100— 150% Actual: 100 % Manual S for Latent PASS Sensible: Required: 90% or more Actual: 107 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. I hereby certify that Prepared by: 1111644%-- the I idA- l -- the equipment selected is in accordance with ACCA Manual S. Date: 7/2/18 Residential Equipment Selection Summary EnergyGauge Debesten Residence 7/2/2018 1551 Ocean Blvd. Block 2, Heating System2, Cooling System2 Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 78 F Summer Wet Bulb: 67 F Design Loads(Manual J or equivalent) Heating: 23.662 Sensible Cooling: 23.126 Latent Cooling: 7.382 Air Flow Estimate Heating CFM: 1325 Cooling CFM: 1325 Equipment Information -Heating Type: Electric Heat Pump Manufacturer: Carrier Nominal Capacity: 35.40 Outdoor Model: 25HBC536A**30 AHRI Number: 3645945 Indoor Model: tFX4DN(B,F)037 Equipment Information -Cooling Type: Electric Heat Pump Manufacturer: Carrier Speed: Single-Speed Outdoor Model: 25HBC536A**30 AHRI Number: 3645945 Indoor Model: tFX4DN(B,F)037 AHRI/Nominal Capacity: 34.80 OEM Capacity at Design Conditions Total Latent Sensible Sens plus excess Latent 35 7.7 27.3 27.5 Manual S Compliance-Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90—115% Actual: 115 % Passes Manual S for Total PASS Latent: Required: 100— 150% Actual: 104 % Manual S for Latent PASS Sensible: Required: 90% or more Actual: 119 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. I hereby certify that Prepared by: Th/.4' 4 U t the equipment selected is in accordance with ACCA Manual S. Date: 7/2/18 Residential System Sizing Calculation Summary Jim Debesten Project Title: 1551 Ocean Blvd. Debesten Residence Atlantic Beach, FL 7/2/2018 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb(77F) Humidity difference(49gr.) Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 55432 Btuh Total cooling load calculation 58652 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 119.1 66000 Sensible (SHR= 0.75) 112.3 49500 Heat Pump +Auxiliary(0.0kW) 119.1 66000 Latent 113.2 16500 Total (Electric Heat Pump) 112.5 66000 WINTER CALCULATIONS Winter Heating Load (for 3445 sqft) Load component _ Load Window total 740 sqft 9707 Btuh Cdlings(6916)I waus(22.3%) Wall total 2880 sqft 12388 Btuh Door total 0 sqft 0 Btuh Windows{17.9%) Ceiling total 1825 sqft 3580 Btuh Floor total See detail report 9033 Btuh Infiltration 346 cfm 15583 Btuh Duct loss 5140 Btuh ( Fioors(16.3%) L Ducts(9.396) Subtotal 55432 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 55432 Btuh SUMMER CALCULATIONS infli.(28.196) Summer Cooling Load (for 3445 sqft) Load component Load Window total 740 sqft 9778 Btuh Wall total 2880 sqft 5534 Btuh Walis(9.4%)) Door total 0 sqft 0 Btuh Ceilings(3.9%) Ceiling total 1825 sqft 2270 Btuh FloorsfD.3%i Floor total 154 Btuh Windows(16.7%) Infiltration 259 cfm 5701 Btuh Infil.(24.4%) Internal gain 16420 Btuh Duct gain 3517 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 700 Btuh Latentint(1.4%) Total sensible gain 44075 Btuh Blower(1.2%} Latent gain(ducts) 5142 Btuh Latent gain(infiltration) 8635 Btuh Latent gain(ventilation) 0 Btuh Oucts(14.5%) Latent gain(internal/occupants/other) 800 Btuh Int.Gain(28.0%) Total latent gain 14577 Btuh TOTAL HEAT GAIN 58652 Btuh EnergyGauge®System Sizing rikdv 'I 8th Edition Edition PREPARED BY: DATE: 7/2/18 EnergyGauge®/USRCZB v6.0 System Sizing Calculations - Winter Residential Load - Whole House Component Details Jim Debesten Project Title: 1551 Ocean Blvd. Debesten Residence Atlantic Beach, FL Building Type: User 7/2/2018 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.19 Vinyl 0.32 W 24.0 13.1 315 Btuh 2 2, NFRC 0.19 Vinyl 0.32 W 84.0 13.1 1102 Btuh 3 2, NFRC 0.19 Vinyl 0.32 E 58.7 13.1 770 Btuh 4 2, NFRC 0.19 Vinyl 0.32 E 20.6 13.1 271 Btuh 5 2, NFRC 0.19 Vinyl 0.32 E 24.0 13.1 315 Btuh 6 2, NFRC 0.19 Vinyl 0.32 N 42.0 13.1 551 Btuh 7 2, NFRC 0.19 Vinyl 0.32 N 12.4 13.1 163 Btuh 8 2, NFRC 0.19 Vinyl 0.32 N 35.0 13.1 459 Btuh 9 2, NFRC 0.19 Vinyl 0.32 S 49.8 13.1 653 Btuh 10 2, NFRC 0.19 Vinyl 0.32 S 23.3 13.1 306 Btuh 11 2, NFRC 0.19 Vinyl 0.32 W 24.0 13.1 315 Btuh 12 2, NFRC 0.19 Vinyl 0.32 W 84.0 13.1 1102 Btuh 13 2, NFRC 0.19 Vinyl 0.32 E 37.3 13.1 490 Btuh 14 2, NFRC 0.19 Vinyl 0.32 N 72.0 13.1 945 Btuh 15 2, NFRC 0.19 Vinyl 0.32 N 16.0 13.1 210 Btuh 16 2, NFRC 0.19 Vinyl 0.32 N 42.0 13.1 551 Btuh 17 2, NFRC 0.19 Vinyl 0.32 S 18.7 13.1 245 Btuh 18 2, NFRC 0.19 Vinyl 0.32 S 72.0 13.1 945 Btuh Window Total 739.8(sqft) 9707 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 242 5.39 1305 Btuh 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 247 5.39 1331 Btuh 3 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 451 5.39 2430 Btuh 4 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 47 5.39 253 Btuh 5 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 480 5.39 2589 Btuh 6 Frame-Wood -Ext (0.077) 19.0/0.0 242 3.17 767 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 313 3.17 991 Btuh 8 Frame-Wood -Ext (0.077) 19.0/0.0 410 3.17 1299 Btuh 9 Frame-Wood -Ext (0.077) 19.0/0.0 449 3.17 1424 Btuh Wall Total 2880(sqft) 12388 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Metal (0.048) 0.0/20.0 1825 2.0 3580 Btuh Ceiling Total 1825(sqft) 3580Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Interior (0.000) 0.0 1620.0 sqft 0.0 0 Btuh 2 Raised -Open (0.050) 19.0 205.0 sqft 2.1 421 Btuh 3 Slab On Grade (1.180) 0.0 178.0 ft(perim.) 48.4 8612 Btuh Floor Total 3445 sqft 9033 Btuh Envelope Subtotal: 34709 Btuh EnergyGauge®/USRCZB v6.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Jim Debesten Project Title: 1551 Ocean Blvd. Debesten Residence Atlantic Beach, FL Building Type: User 7/2/2018 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.60 34450 1.00 345.8 15583 Btuh Duct load (DLM of Mixed ducts) 5140 Btuh All Zones Sensible Subtotal All Zones 55432 Btuh WHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 55432 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 55432 Btuh EQUIPMENT 1. Electric Heat Pump Carrier#25HBC530A**30 28600 Btuh 2. Electric Heat Pump Carrier#25HBC536A**30 35400 Btuh itairMNI Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) b` or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) 01#111011 ,10 "'^`i MRMIJRNUAL 1 Version 8 EnergyGauge®/USRCZB v6.0 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Jim Debesten Project Title: 1551 Ocean Blvd. Debesten Residence Atlantic Beach, FL 7/2/2018 Reference City: Jacksonville, FL Temperature Difference: 20.0F(TMY3 99%) Humidity difference: 49gr. Component Loads for Whole House Type` Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.19,0.32 No No W 8.0ft 2.0ft 24.0 13.9 10.1 10 25 393 Btuh 2 2 NFRC 0.19,0.32 No No W 8.0ft 2.0ft 84.0 55.6 28.4 10 25 1278 Btuh 3 2 NFRC 0.19,0.32 No No E 12.0f 2.0ft 58.7 58.3 0.4 10 25 614 Btuh 4 2 NFRC 0.19,0.32 No No E 12.0f 2.0ft 20.6 20.6 0.0 10 25 214 Btuh 5 2 NFRC 0.19,0.32 No No E 6.0ft 2.0ft 24.0 8.9 15.1 10 25 465 Btuh 6 2 NFRC 0.19,0.32 No No N 1.2ft 2.0ft 42.0 0.0 42.0 10 10 436 Btuh 7 2 NFRC 0.19,0.32 No No N 1.2ft 2.0ft 12.4 0.0 12.4 10 10 129 Btuh 8 2 NFRC 0.19,0.32 No No N 1.2ft 2.0ft 35.0 0.0 35.0 10 10 363 Btuh 9 2 NFRC 0.19,0.32 No No S 1.2ft 2.0ft 49.8 43.6 6.2 10 12 527 Btuh 10 2 NFRC 0.19,0.32 No No S 1.2ft 2.0ft 23.3 20.4 2.9 10 12 247 Btuh 11 2 NFRC 0.19,0.32 No No W 8.0ft 2.0ft 24.0 13.9 10.1 10 25 393 Btuh 12 2 NFRC 0.19,0.32 No No W 8.0ft 2.0ft 84.0 55.6 28.4 10 25 1278 Btuh 13 2 NFRC 0.19,0.32 No No E 1.2ft 2.0ft 37.3 0.0 37.3 10 25 921 Btuh 14 2 NFRC 0.19,0.32 No No N 1.2ft 2.0ft 72.0 0.0 72.0 10 10 747 Btuh 15 2 NFRC 0.19,0.32 No No N 1.2ft 2.0ft 16.0 0.0 16.0 10 10 166 Btuh 16 2 NFRC 0.19,0.32 No No N 1.2ft 2.0ft 42.0 0.0 42.0 10 10 436 Btuh 17 2 NFRC 0.19,0.32 No No S 1.2ft 2.0ft 18.7 18.7 0.0 10 12 194 Btuh 18 2 NFRC 0.19,0.32 No No S 1.2ft 2.0ft 72.0 49.0 23.0 10 12 785 Btuh Excursion 195 Btuh Window Total 740(sqft) 9778 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIk,Hollow-Ext 0.13 5.0/0.0 242.0 2.1 509 Btuh 2 Concrete BIk,Hollow-Ext 0.13 5.0/0.0 246.7 2.1 519 Btuh 3 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 450.6 2.1 948 Btuh 4 Concrete BIk,Hollow-Ext 0.13 5.0/0.0 46.9 2.1 99 Btuh 5 Concrete BIk,Hollow-Ext 0.13 5.0/0.0 480.0 2.1 1010 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 242.0 1.7 419 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 312.7 1.7 541 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 410.0 1.7 710 Btuh 9 i Frame-Wood-Ext 0.08 19.0/0.0 449.3 1.7 778 Btuh j Wall Total 2880 (sqft) 5534 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Metal 0.048 0.0/20.0 1825.0 1.24 2270 Btuh Ceiling Total 1825 (sqft) 2270 Btuh Floors Type R-Value Size HTM Load 1 Interior 0.0 1620(sqft) 0.0 0 Btuh 2 Raised-Open 19.0 205(sqft) 0.8 154 Btuh 3 Slab On Grade 0.0 1620(ft-perimeter) 0.0 0 Btuh Floor Total 3445.0 (sqft) 154 Btuh Envelope Subtotal: 17737 Btuh EnergyGauge®/USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Jim Debesten Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 1551 Ocean Blvd. Debesten Residence Atlantic Beach, FL 7/2/2018 Infiltration I Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 34450 1 259.4 5701 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 15500 16420 Btuh Sensible Envelope Load: 39858 Btuh Duct load (DGMs vary for Mixed ducts) 3517 Btuh Sensible Load All Zones 43375 Btuh EnergyGauge®/USRCZB v6.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Jim Debesten Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 1551 Ocean Blvd. Debesten Residence Atlantic Beach, FL 7/2/2018 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 39858 Btuh Sensible Duct Load 3517 Btuh Total Sensible Zone Loads 43375 Btuh Sensible ventilation 0 Btuh Blower 700 Btuh Whole House Total sensible gain 44075 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 8635 Btuh Latent ventilation gain 0 Btuh Latent duct gain 5142 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 14577 Btuh TOTAL GAIN 58652 Btuh EQUIPMENT 1. Central Unit Carrier#25HBC530A**30 28800 Btuh 2. Central Unit Carrier#25HBC536A**30 34800 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) Awns'it - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(Yz)) MRNUHLJ (Ornt-compass orientation) Version 8 EnergyGauge®/USRCZB v6.0 Page 3