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697 BEACH AVE GARAGE BONUS ROOM DOCS jr 1 e v CITY OF ATLANTIC BEACH -_ .. A 111 r. J 800 SEMINOLE ROAD J ` r : ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 '''.0111 RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247 -5814 JOB INFORMATION: Job ID: 16 -RADD -473 Job Type: RESIDENTIAL ADDITION Description: GARAGE AND BONUS ROOM Estimated Value: $75,000.00 Issue Date: 4/27/2016 Expiration Date: 10/24/2016 PROPERTY ADDRESS: Address: 697 BEACH AVE RE Number: 170119 -0000 PROPERTY OWNER: Name: WENTZ ET AL, WILLIAM MICHAEL Address: 99 N LINCOLN AVE PROPERTY OWNER: Name: COLLINS JTRS, ZANE MICHAEL Address: 99 LINCOLN AVE GENERAL CONTRACTOR INFORMATION: Name: BOSCO BUILDING CONTRACTORS Address: 2158 MAYPORT RD QA TODD ALBERT BOSCO Phone: - - PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right -of -way. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on -site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right - of -Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Sunshine Recycling.) Full right -of -way restoration, including sod, is required. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 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. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINNI. (,ODES. 0 ,i.,...,„„ 4, T, CITY OF ATLANTIC BEACH s � 800 SEMINOLE ROAD - rl ATLANTIC BEACH, FL 32233 J 4 INSPECTION PHONE LINE 247 -5814 A.1 riitit) FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $190.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $380.00 STATE DCA SURCHARGE $5.70 STATE DBPR SURCHARGE $5.70 Total Payments: $731.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION �� E . CITY OF ATLANTIC BEACH a ®p 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 697 Beach Ave Permit Number: /6 .- 1- '(7 7 Legal Description 5 -69 16- 2S -29E .13 ATLANTIC BEACH Parcel # Lot 6 (EX W 90FT) Block 15 Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ ` j j y°i , (, "roposed Work heated /cooled non - heated /cooled Class of Work (circle one): [New 1 Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial l;nIt =MI If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No IN /A I Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: New 20x20 stand -alone garage with second story bonus room, west side of existing house. Property Owner Information: U V E ri ! Name: Andrew Dehart Address: 697 Beach Ave 1E/ l5 City Atlantic Beach State FLZip 32233 Phone I 4 MEMEMONMIIIII E -Mail or Fax # (Optional) 11111111111111MIN11111111111 Contractor Information: I tWWII. a Company Name: Bosco Building Contractors, Inc. Qualifying Agent: odd A. Bosco Address: 2158 Mayport Rd City Atlantic Beac' — ip 32233 Office Phone 904 -241 -0320 Job Site/ Contact Number 904- 241 -0320 Fax # 904 - 241 -0326 State Certification/Registration # CBC 1250212 Architect Name & Phone # Engineer's Name & Phone # Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be pe brmed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority o violate or cancel the provisions of any other fede .1, state, or local law regulating construction or the performance of construction. Si atureofOw t�L /i J•"%1 i tm Signature of Contr r ‘2"--- Print Name Print Name Todd A. Bosco Sworn to and subscribed before me Sworn to and subscribed before me this 11 Day of '..,/,...p , 201: this z, Day of ),,c.y , 201'S n / ( 71 ....._ _:,.../4..-_, 4-,-- ._.,6 Notary Public WILLIAM L. POPE No a ry i blic Notary Public, State of Florida WILLIAM L. POPE Revised 01.26.10 My Comm. Expires Oct. 19, 2015 Notary Public, State of Florida Commission No. EE 128745 My Comm. Expires Oct- 19, 2015 Commission No, EE 128745 ■ DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: I P 6 /e 2 246 Development Size Habitable Space 6 to 6 S, F, Non - Habitable `f o o s. F Impervious area Miscellaneous Information Occupancy Group Z-3 Type of Construction l0 Number of Stories 2 Zoning District .CS- 2 Max. Occupancy Load Fire Sprinklers Required Flood Zone ,( Conditions /Comments: City of Atlantic Beach ) :1! -Aar.4. Building and Zoning ri 800 Seminole Road • r A ) 11; r Atlantic Beach, Florida 32233 !J ` - liar Telephone (904) 247 -5826 \ Fax (904) 247 -5845 r http: / /www.coab.us December 11, 2015 697 Beach Avenue DEP Letter FLE COP Mr. Todd Bosco, The City of Atlantic Beach did a preliminary review of your plans with a revision date of December 2, 2015 for a new detached garage to the west of an existing single family home at 697 Beach Avenue. The proposed construction does not contravene any local setbacks and zoning codes. The project will still need a formal submittal and review by all applicable staff prior to final approval. Please feel free to contact me at (904) 247 -5817 if you have any questions. Sincerely, Jeremy Hubsch 06 4c fa jp. U Building and Zoning Director ,;, L.,.,\60.1:4/6 ZONING REVIEW COMMENTS it ' ' City of Atlantic Beach s) Building and Zoning Department g g P 800 Seminole Road Atlantic Beach, Florida 32233 -5445 N�0.219r Phone: (904) 247 -5826 Fax: (904) 247 -5845 Email: dreeves @coab.us Date: 3/3/16 Permit: 16 -RADD -473 Applicant: Bosco Building Contractors Review: 1st Address: 21158 Mayport Rd, Atlantic Beach, FL 32233 Site Address: 697 Beach Ave Phone: (904) 241 -0320 RE #: 170119 -0000 Email: N/A F " rg 6i.,..... - Correction Comments 1. DEP Plans: The plans submitted do not match the plans reviewed for the DEP letter written on December 11 2015. Please submit the plans that that letter was based on. 2. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no trees are to be removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Derek W. Reeves Planner dreeves @coab.us Or% 0 v -,1 1-J-virl CITY OF ATLANTIC BEACH r 800 Seminole Road J �� Atlantic Beach, Florida 32233 J Telephone (904) 247 -5800 r FAX (904) 247 -5845 ir 'ter. t % REVISION REQUEST SHEET Date: 4/19/16 Received by: Resubmitted: Permit Number: 16 -RADD -473 Original Plans Examiner: Project Name: Dehart czaraae and Bonus-Space Project Address: 697 Beach Ave -_ Contractor: Bosco Building Contractors, Inc. Contact Name: Todd Bosco Contact Phone : 904 - 241 -0320 Contact e -mail: ToddABoscoCBC.com; Josh(aBoscoCBC,com Revision / Plan Check / Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: Pending Hold: ' Structural : II'' I APR 1 y 2016 _ Plumbing: i—__ 1,) . .... , Mechanical : Electrical : Misc: i:- . • 1 1 . • - 1 - •. .— . i as • .•• • . •asse-2 Additional Increase in Building Value: S Additional S.F. Site Plan Revised: _ Public W / U Approval: By signing below. I (print name) Josh otta affirm that the above revision is inclusive of the proposed changes. 4/19/16 Signat of Contractor / Agent (Contractor must sign if increase in valuation) Date Office Use Only L; .. ) 7 • / � Y Approved: „ Rejected: Notified by : Date Review Co ments: ro✓-ea Q S S;. Urn Heti `I �r� i/ Date Plans Ex iner crwtrd ' : a lc ! "` °S, CITY OF ATLANTIC BEACH } e, A ., 800 SEMINOLE ROAD ;' , Z y ®P ATLANTIC BEACH, FL 32233 ii (904) 247 -5800 �J.21w BUILDING DEPARTMENT REVIEW COMMENTS Date:3 /15/16 — 3/31/16 Permit #: 16 -RADD -473 Applicant: Bosco Site Address: 697 Beach Ave. Address: 2158 Mayport Rd. Review: 2 Phone: 241 -0320 RE #: Email: josh@aboscocbc.com Correction Comments: Application is disapproved for the following issues: 1. General information: - Property is seaward of the CCCL. -East portion of main house is in the AO Flood Zone (Flood depth =2ft.) - Design criteria — 130 mph, Wind Exposure Category D. 3/31/16 See Review 1. Only one comment was addressed. No new plans or engineering were submitted. Please address all comments and submit all requested documents. 5. - •:. ' , _ . • .. . . . . - - . • . Corrected and approved. 6. Unvented attic indicated. Please submit details, including insulation ESR. 7. Too many items...not a complete list. Dan Arlington 247 -5813 darlington @coab.us 1 CITY OF ATLANTIC BEACH 800 S EMINOLE ROAD jV ; ATLANTIC BEACH, FL 32233 (904) 247 -5800 �Sf1 BUILDING DEPARTMENT REVIEW COMMENTS Date:3 /15/16 Permit #: 16 -RADD -473 Applicant: Bosco Site Address: 697 Beach Ave. Address: 2158 Mayport Rd. Review: 1 Phone: 241 -0320 RE #: Email: Correction Comments: Application is disapproved for the following issues: 1. General information: - Property is seaward of the CCCL. -East portion of main house is in the AO Flood Zone (Flood depth =2ft.) - Design criteria —130 mph, Wind Exposure Category D. 2. The Coastal Construction Control Line (CCCL) delineating State controlled land is landward of this property. Please submit all DEP approved documents, including the approved DEP plans. The approved DEP plans will be returned to the builder after plan review. 3. This project must comply with FBC- R301.2.5 and FBC -B 3109, including the requirement for a deep pile foundation. 4. Please clarify engineering, including above items, conventional roof framing, ceiling joists, gable bracing, floor trusses,...not a complete list, too many items. 5. Florida Product Approval not complete or specific. 6. Unvented attic indicated. Please submit details, including insulation ESR. 7. Too many items...not a complete list. A Dan Arlington 247 -5813 darlington @coab.us � `, CITY OF ATLANTIC BEACH I J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247 -5800 H am. BUILDING DEPARTMENT REVIEW COMMENTS Date:3/15/16 FILE .\ _, Permit #: 16 -RADD -473 Applicant: Bosco Site Address: 697 Beach Ave. Address: 2158 Mayport Rd. Review: 1 Phone: 241 -0320 RE #: Email: Correction Comments: Application is disapproved for the following issues: 1. General information: - Property is seaward of the CCCL. -East portion of main house is in the AO Flood Zone (Flood depth =2ft.) - Design criteria — 130 mph, Wind Exposure Category D. 2. The Coastal Construction Control Line (CCCL) delineating State controlled land is landward of this property. Please submit all DEP approved documents, including the approved DEP plans. The approved DEP plans will be returned to the builder after plan review. 3. This project must comply with FBC- R301.2.5 and FBC -B 3109, including the requirement for a deep pile foundation. 4. Please clarify engineering, including above items, conventional roof framing, ceiling joists, gable bracing, floor trusses,...not a complete list, too many items. 5. Florida Product Approval not complete or specific. 22 6. Unvented attic indicated. Please submit details, including insulation ESR. D E C E O V I7 7. Too many items...not a complete list. APR 1 9 2016 Dan Arlington 247 -5813 darlington @coab.us I Li) 4 s s rn 1 Doc # 2015247726, OR BK 17350 Page 11, Number Pages: 1, Recorded 10/28/2015 at 09:43 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Pe r frm /6 - q9 9 FILE COPY NOTICE OF COMMENCEMENT Permit No. /6-Rap - 4f 7,3 Tax Folio No. State of Florida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of property and address if available): 697 Beach Ave. Atlantic Beach. FL - 5 - 69 16 2S - 29E .13 Atlantic Beach Lot 6 (EX W 90FT) Block 15 2. General Description of improvements: New 20x20 stand -alone garage with second story bonus room, west side of existing house. 3. Owner Information: a) Name and Address: Andrew Dehart 697 Beach Ave, Atlantic Beach, FL 32233 b) Interest in property: General c) Name and address of simple titleholder (if other than owner): 4. Contractor Information: a) Name and Address: Bosco Building Contractors, Inc 2158 Mayport Rd, Atlantic Beach, FL 32233 P b) Phone Number: (904) 241 - 0320 5. Surety Information: a) Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a) Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a) 7, Florida Statutes: a) Name and Address: b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. a) Name and Address: b) Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one (1) year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are e to the best of my knowledge and belief. . Ai 1PrI4 I a 'if/ 1 Signature of Own f owner's Authorized Officer /Director /Partner/Manager Signatory s 'rinted Name & 'itle/Office o pepaito._ Florida Department of FILE COPY Environmental Protection • Bob Martinez Center 2600 Blair Stone Road Tallahassee, Florida 32399 -2400 o '''ental 0°4; (850) 245 -8336 GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: DU -482 GP Permit Expires: January 11, 2018 Andrew and Bridget Dehart c/o Todd A. Bosco Bosco Building Contractors, Inc. 2158 Mayport Road Atlantic Beach, Florida 32233 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Section 62B- 34.050, Florida Administrative Code, and any preconstruction requirements. Project Description: Construction of a 20 -foot by 20 -foot, two -story habitable addition/garage located on the West side of the existing dwelling landward of the General Permit Line. Project Location: Between approximately 003 feet and 53 feet North of the Department of Environmental Protection's reference monument R- 50, in Duval County. Project Address: 697 Beach Avenue Atlantic Beach, Florida 32233. Special Instructions: A preconstruction conference is required Contact Trey Hatch at (904) 655 -1765 to schedule a conference. The permittee shall comply with all general permit conditions. Questions regarding this notice should be directed to the undersigned at the above address. 01/11/2016 Keith Davie, Permit Manager Date oae-e r-�1wAoG4.-) 01/11/2016 Deputy Clerk Date KLD /dw cc: Permit File Permit Information Center Trey Hatch, Field Inspector- trey.hatch @dep.state.fl.us Todd A. Bosco, Agent- josh @boscoCBC.com City of Atlantic Beach Building Official 4 Post Conspicuously on the Site DEP Form 73 -102 (Updated 9/05) 1 FINAL CERTIFICATION E�K 171:,1 Coastal Construction Control Line Program ,,;0 Division of Water Resource Management Florida Department of Environmental Permit Number: DU -482 GP iL FLORIDA Protection 2600 Blair Stone Road - Mail to: Mail Station 3522 Tallahassee, Florida 32399 -2400 U PermitteeName: Andrew and Bridget Dehart E -Mail to: CCCL @dep.state.fl.us This is to certify that the work under the permit for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. FOR WORK INCLUDING: Construction of a 20 -foot by 20 -foot, two -story habitable addition/garage located on the West side of the existing dwelling landward of the General Permit Line. NOTE: Any deviations from the permit and any portions of the permitted work not actually performed shall be noted and described in detail as an exception to this certification. Signature of Engineer or Architect Date Typed or Printed Name of Engineer or Architect (Seal) State of Florida Registration Number DEP Form 73 -115B (Updated 12/13) 4 Florida Department of Environmental Protection (DEP) Division of Water Resource Management �pSutriii0p „ Coastal Construction Control Line Program Pow r$' n r 2600 Blair Stone Road, Mail Station 3522 � Tallahassee, Florida 32399 -2400 } ) (850)245 -8336 FLOR \ l General Conditions for General Permits Section 62B- 34.050, Florida Administrative Code (1) The terms, conditions, requirements, limitations, and restrictions set forth in this section are general conditions and are binding upon the permittee for all General Permits in this rule chapter. These conditions are enforceable under Chapter 161, F.S. (2) Prior to commencing construction activities under this rule chapter, which are authorized by this Bureau, a formal notification from the Bureau must be received authorizing the proposed activity. The notice form, DEP Form 73 -102 (Updated 7/05), entitled "General Permit Notice to Proceed" is hereby incorporated by reference. (3) A copy of the Notice to Proceed and the approved plans shall be conspicuously displayed at the project site for the duration of the activity. (4) A preconstruction conference shall be held at the site between the contractor, the owner or authorized agent, and a staff representative of the Bureau prior to the initiation of any work permitted under this rule chapter. The purpose of this conference is to establish the manner in which the proposed work will be performed to ensure adequate protection of the beach and dune system and native vegetation. The optimum siting of the construction fence and any walkover shall be determined during the pre- construction conference by the staff representative in order to provide maximum protection to the existing vegetation located on the site. The locations of the proposed structures shall be staked out for the preconstruction conference. (5) A foundation location certification shall be completed by the applicant, signed by a surveyor licensed in the state of Florida, and submitted to the Bureau immediately following installation of the foundation piles for the most seaward major structure authorized by this General Permit. This certification shall be submitted using DEP Form 73 -114B (Updated 9/05) entitled "Foundation Location Certification," which is hereby incorporated by reference. The Department shall perform such verification within seven (7) working days of receipt of the certification. If the Department does not respond to the certification within seven (7) working days then construction may proceed. No further work may proceed until the Department has verified the foundation location information and authorized additional work to proceed. (6) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized. (7) Permits shall be suspended or revoked for good cause, in accordance with Section 161.053(20), F.S. In addition, a permit shall be suspended, revoked or modified by the Department if shoreline changes occurring subsequent to issuance of the permit render the previously authorized activities inconsistent with Chapter 161, F.S., or Chapter 62B -34, F.A.C. (8) The assessment of civil fines or issuance of an order to alter or remove any work, or both, may result from work performed that was not authorized in the permit, pursuant to Section 161.054, F.S., and Chapter 62B -54, F.A.C. (9) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles and their nests and nesting habitat, and adjacent properties and structures. (10) The permittee shall allow any duly authorized member of the staff to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department. (11) The state of Florida, the Department, or its officers and employees shall in no way be liable for any damage, no matter how occasioned and no matter what the amount, to persons or property which might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (12) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in Part II of this rule chapter. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (13) No construction, operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure. (14) All fill material placed seaward of the Coastal Construction Control Line shall be sand that is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter, and shall be obtained from a source landward of the Coastal Construction Control Line. (15) To ensure compliance with this rule, all topographic restoration and revegetation work is subject to the approval and acceptance by the Department staff. General Conditions for General Permits (effective November 21, 2005) Page 1 (16) No temporary lighting of the construction area is authorized during the marine turtle- nesting season (May 1 through October 31 of each year for all counties except for Brevard, Indian River, St. Lucie, Martin, Palm Beach and Broward. Nesting season for these counties is the period from March 1 through October 31 of each year.). (17) This permit is issued to a specified property owner and is not valid for any other person. (18) This General Permit does not eliminate the necessity to obtain any required federal, state, local, and special district authorizations prior to the start of activity authorized by Part II of this rule chapter. (19) Elevated walkovers that provide access to the beach shall meet the following design criteria: (a) The decking of the walkover structure shall be elevated a sufficient distance above the existing vegetation to allow for sand build -up and clearance above the vegetation and not exceed 4 feet in width. (b) The piles for the walkover structure shall not be greater that 4 -inch by 4 -inch posts and shall not be encased in concrete. (c) The walkover shall extend at least up to the existing line of vegetation but not farther than 10 feet seaward of the vegetation. (d) Where armoring exists and no vegetation line exists seaward of the armoring, the walkover shall extend a maximum of 5 feet seaward of the armoring. (e) The optimum siting of the walkover structure shall be determined by the staff representative during the pre- construction conference to provide maximum protection to the existing dune topography and vegetation located on the site (20) The duration for all permits is two years. (21) Final certification, by an engineer or architect licensed in the state of Florida, shall be provided to the Department within thirty (30) days following completion of the work on major structures. This certification shall state that all locations and elevations specified by the permit have been verified; all major structures are specifically constructed in accordance with Chapter 62B -34, F.A.C.; other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the approved plans, project description or permit conditions, and any work not performed. Such certification shall not relieve the permittee of the provision contained in subsection 62B- 34.050(6), F.A.C. The final certification shall be submitted using DEP Form 73 -1158 (Updated 7/05), entitled "Final Certification," which is hereby incorporated by reference. General Conditions for General Permits (effective November 21, 2005) Page 2 Map Direct: Beaches and Coastal Systems Page 1 of 1 t , , 0.. ,R, t al S ystems { `„, _ ... +sir, + t. 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DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION F1LE COPY REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND CLASSIC PLUS ICC ICC ICC ES Nkr PMG LISTED Look for the trusted marks of Conformity! ��* "2014 Recipient of Prestigious Western States Seismic Policy Council __s A Subsidiary of INT iac (WSSPC) Award in Excellence" rY a 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 ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as J N6�w+m ocvs to any finding or other matter in this report, or as to any product covered by the report. 1 TOM l .„ oc «<^ Copyright ° 2016 ICC Evaluation Service, LLC. All rights reserved. S ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1826 Reissued February 2016 This report is subject to renewal February 2018. www.icc - es.orq 1 (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 Max, Classic Eco and Classic Section: 07 21 00— Thermal Insulation Plus are used to provide thermal insulation in buildings and REPORT HOLDER: to seal areas such as plumbing and conduit penetrations against air infiltration. The insulations are for use in wall cavities and floor assemblies; and in attic and crawl space ICYNENE, INC. installations as described in Section 4.4. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 The Classic, Classic Max and Classic Eco insulations are CANADA for use in Type V construction under the IBC and dwellings (905) 363 -4040 under the IRC; fire- resistance -rated construction when www.icvnene.com installed in accordance with Section 4.5; and in Types I through IV construction when installed in accordance with EVALUATION SUBJECT: Section 4.6. The Classic under insulation IBC are for use in Type V -B ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND construction under the IBC and nonfire- resistance -rated CLASSIC PLUS construction under the IRC. 1.0 EVALUATION SCOPE The attributes of the insulations have been verified as 1.1 Compliance with the following codes: conforming to the provisions of ICC 700 -2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that • 2012 and 2009 International Building Code (IBC) decisions on compliance for those areas rest with the user • 2012 and 2009 International Residential Code (IRC) of this report. The user is advised of the project - specific provisions that may be contingent upon meeting specific • 2012 and 2009 International Energy Conservation conditions, and the verification of those conditions is Code (IECC) outside the scope of this report. These codes or standards • 2013 Abu Dhabi International Building Code (ADIBC)t often provide supplemental information as guidance. t The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced 3.0 DESCRIPTION in this report are the same sections in the ADIBC. 3.1 General: • Other Codes (see Section 8.0) 3.1.1 Classic and Classic Max: Icynene Classic and Properties evaluated: Classic Max are low- density, open -cell, polyurethane foam plastic insulations and air barrier systems that are • Surface burning characteristics 100 percent water -blown with an installed nominal • Physical properties density of 0.5 pcf (8 kg /m The insulations are two - component, spray - applied products. The two components • Thermal performance (R- values) of the insulation are polymeric isocyanate (A- Component, • Attic and crawl space installation also known as Base Seal ® ) and proprietary resin (B- Component, Classic or Classic Max Resin). When • Fire resistance stored at temperatures between 50 °F (10 °C) and 100 °F • Air permeability (38 °C), the components have a shelf life of six months. • Noncombustible construction 3.1.2 Classic Eco: The Icynene Classic Eco foam plastic insulation is two- component, low- density, open cell, spray - 1.2 Evaluation to the following green standard: applied, foam plastic with a nominal density of • 2008 ICC 700 National Green Building StandardTm (ICC 0.5 pcf (8 kg /m The polyurethane foam is produced by 700 -2008) combining a polymeric isocyanate (A component) and proprietary resin, Classic Eco (B component). When stored Attributes verified: at temperatures between 50 °F (10 °C) and 100 °F (38 °C), • See Section 2.0 the components have a shelf life of six months. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed „` as an endorsement of the subject of the report or a recommendation for its use. There is no warranty' by ICC Evaluation Service, LLC, express or implied, as eat to to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 8 ESR -1826 1 Most Widely Accepted and Trusted Page 2 of 8 3.1.3 Classic Plus: The Icynene Classic Plus foam 3.5.2 DC 315: DC 315 intumescent coating is a water - plastic insulation is two- component, low density, open cell, based coating supplied in 5- gallon (19L) pails and spray - applied, foam plastic with a nominal density of 55- gallon (208L) drums. The coating material has a shelf 0.7 pcf (11 kg /m The polyurethane foam is produced by life of 24 months when stored in factory- sealed containers combining a polymeric isocyanate (A component) and at temperatures between 41 °F (5 °C) and 95 °F (35 °C). proprietary resin, Classic Plus (B component). When 4.0 INSTALLATION stored at temperatures between 50 °F (10 °C) and 100 °F (38 °C), the components have a shelf life of twelve months. 4.1 General: 3.2 Surface Burning Characteristics: The manufacturer's published installation instructions and 3.2.1 Classic and Classic Max: When tested in this report must be strictly adhered to and a copy of these accordance with ASTM E84 /UL 723, at a thickness of instructions and this evaluation report must be available on 6 inches (152 mm) and a nominal density of 0.5 pcf the jobsite at all times during installation. (8 kg /m Icynene Classic and Classic Max have a flame 4.2 Application: spread index of 25 or less and a smoke-developed index 4.2.1 General: Icynene Classic, Classic Max, Classic Eco of 450 or less. Thicknesses of up to 7 inches (190.5 mm) i and Classic Plus foam plastic insulations must be applied for wall cavities and 11 inches (292 mm) for ceiling on the jobsite using two- component, 1 -to -1 ratio, spray cavities are recognized based on room corner fire testing equipment specified by Icynene, Inc. The foam plastic in accordance with NFPA 286, when covered with must not be sprayed onto a substrate that is wet, or minimum 1 /2-inch-thick (13 mm) gypsum board or an covered with frost or ice, loose scales, rust, oil or grease. equivalent thermal barrier complying with the applicable The foam plastic insulation must not be used in electrical code. Greater thicknesses of insulation are recognized as outlet or junction boxes or in contact with rain or water, described in Section 4.4.1.2.1. and must be protected from the weather during and 3.2.2 Classic Eco: When tested in accordance with after application. Where the insulation is used as air - ASTM E84 /UL 723, at a thickness of 6 inches (152 mm) impermeable insulation, such as in unvented attic spaces and a nominal density of 0.5 pcf (8 kg /m Icynene Classic regulated by IRC Section R806, the insulation must be Eco has a flame spread index of 25 or less and a smoke- installed at a minimum thicknesses noted in Section 3.4. developed index of 450 or less. Greater than 6 -inch The insulation can be installed in one pass to the (152 mm) thicknesses of insulation are recognized, based maximum thickness. Where multiple passes are required, on the flame spread index of 25 or less, when the the cure time between passes is negligible. insulation is covered with minimum %- inch -thick (13 mm) 4.2.2 Classic and Classic Max: The insulation must be gypsum wallboard or equivalent thermal barrier complying used in areas where the maximum service temperature is with the applicable code. no greater than 180 °F (82 °C). The insulation must be 3.2.3 Classic Plus: When tested in accordance with applied when the temperature is at or above 14 °F ( -10 °C) ASTM E84 /UL 723, at a thickness of 4 inches (152 mm) and be protected from the weather during and after and a nominal density of 0.7 pcf (11 kg /m Icynene application. Classic Plus has a flame spread index of 25 or less and a 4.2.3 Classic Eco: The insulation may be used in areas smoke - developed index of 450 or less. Greater than where the maximum service temperature is no greater than 4 -inch (102 mm) thicknesses of insulation are recognized, 180 °F (82 °C). The insulation must be applied when the based on the flame spread index of 25 or less, when the temperature is at or above 14 °F ( -10 °C) and be protected insulation is covered with minimum '/2- inch -thick (13 mm) from the weather during and after application. gypsum wallboard or equivalent thermal barrier complying with the applicable code. 4.2.4 Classic Plus: The insulation may be used in areas 3.3 Thermal Resistance: where the maximum service temperature is no greater than 180 °F (82 °C). The insulation must be applied when the Icynene Classic, Classic Max, Classic Eco and Classic temperature is at or above 14 °F ( -10 °C) and be protected Plus have thermal resistance (R- values) at a mean from the weather during and after application. temperature of 75 °F (24 °C) as shown in Table 1. 4.3 Thermal Barrier: 3.4 Air Permeability: 4.3.1 Classic and Classic Max: Icynene spray applied foam plastic insulations are 4.3.1.1 Application with a Prescriptive Thermal considered air - impermeable insulation in accordance with Barrier: Icynene Classic and Classic Max foam plastic 2012 IRC Sections R202 and R806.5 and 2009 IRC insulations must be separated from the interior of the Sections R202 and R806.4, at the following thicknesses: building by an approved thermal barrier, such as 1 /2 -inch • Classic and Classic Max: Minimum, 3 inches (76 mm) (12.7 mm) gypsum wallboard installed using mechanical based on testing in accordance with ASTM E2178. fasteners in accordance with the applicable code, or an • Classic Eco: Minimum, 5 inches (140 mm) based on equivalent 15 minute thermal barrier complying with the testing in accordance with ASTM E283. applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier • Classic Plus: Minimum, 2 inches (51 mm) based on is not required between the foam plastic and the attic or testing in accordance with ASTM E2178. crawl space, but is required between the foam plastic insulation and the interior of the building. Thicknesses of 3.5 Intumescent Coatings: up to 7 inches (190.5 mm) for wall cavities and 3.5.1 No Burn Pius XD: No Burn Plus XD intumescent 11 inches (292 mm) for ceiling cavities are recognized coating is a latex -based coating supplied in 1- gallon (4L) based on room corner fire testing in accordance with NFPA and 5- gallon (19L) pails and 55- gallon (208 L) drums. The 286, when covered with minimum 1 /2- inch -thick (13 mm) coating material has a shelf life of 12 months when stored gypsum board or equivalent thermal barrier complying with in factory- sealed containers at temperatures between 40 °F the applicable code. (4.4 °C) and 90 °F (32.2 °C). ESR -1826 1 Most Widely Accepted and Trusted Page 3 of 8 4.3.1.2 Application without a Prescriptive Thermal 2. There are no interconnected attic, crawl space or Barrier or Ignition Barrier: The prescriptive 15- minute basement areas. thermal barrier or ignition barrier may be omitted when 3 Air in the attic or crawl space is not circulated to other installation is in accordance with this section. The parts of the building. insulation and coating may be spray - applied to the interior facing of walls, the underside or roof sheathing of roof 4. Combustion air is provided in accordance with IMC . rafters, and in crawl spaces, and may be left exposed as Section 701. an interior finish without a prescribed 15- minute thermal 5. Attic ventilation is provided when required by IBC barrier or ignition barrier. The thickness of the foam plastic Section 1203.2 or IRC Section R806, except when applied to the underside of the roof sheathing must not air - impermeable insulation is permitted in unvented exceed 14 inches (356 mm). The thickness of the spray attics in accordance with 2012 IRC Section R806.5 or foam insulation applied to vertical wall surfaces must not 2009 IRC Section R806.4, as applicable. exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum 6. Under -floor (crawl space) ventilation is provided when thickness of 20 wet mils [13 dry mils (0.33 mm)], applied at required by IBC Section 1203.3 or IRC Section a rate of 1.25 gallons (4.7 L) per 100 square feet (9.2 m R408.1, as applicable. The coating must be applied over the insulation in 4.4.1.2.1 Attics - Classic and Classic Max: In attics, accordance with the coating manufacturer's instructions Icynene Classic and Classic Max foam plastic insulations and this report. Surfaces to be coated must be dry, clean, may be spray - applied to the underside of the roof and free of dirt, loose debris and other substances that sheathing and /or rafters, as described in this section. The could interfere with adhesion of the coating. The coating is thickness of the foam plastic applied to the underside of applied in one coat with low- pressure airless spray the roof sheathing must not exceed 14 inches (356 mm). equipment. The thickness of the spray foam insulation applied 4.3.2 Classic Eco: to vertical wall surfaces must not exceed 5.5 inches (140 mm). The insulation must be covered on all surfaces 4.3.2.1 Application with a Prescriptive Thermal with one of the coatings described in Section 3.5. The Barrier: Icynene Classic Eco polyurethane foam plastic coating must be applied over the insulation in accordance insulation must be separated from the interior of the with the coating manufacturer's instructions and this report. building by an approved thermal barrier of /2- inch -thick Surfaces to be coated must be dry, clean, and free of dirt, (13 mm) gypsum wallboard or an equivalent 15- minute loose debris and other substances that could interfere with thermal barrier complying with, and installed in accordance adhesion of the coating. The coating is applied in one coat with, IBC Section 2603.4 or IRC Section R316.4, as with low- pressure airless spray equipment. The coating applicable. must be applied to a thickness as follows: 4.3.3 Classic Plus: • No Burn Plus XD at a minimum thickness of 6 wet mils 4.3.3.1 Application with a Prescriptive Thermal (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], Barrier: Icynene Classic Plus polyurethane foam plastic applied at a rate of 0.4 gallon (1.5 L) per 100 square insulation must be separated from the interior of the feet (9.2 m building by an approved thermal barrier of 1/2- inch -thick • DC 315 at a minimum thickness of 4 wet mils (0.1 mm) (13 mm) gypsum wallboard or an equivalent 15- minute [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per thermal barrier complying with, and installed in accordance 100 square feet (9.2 m with, IBC Section 2603.4 or IRC Section R316.4, as applicable. The coatings must be applied when ambient and substrate temperature is at least 60 °F (16 °C) and no more 4.4 Attics and Crawl Spaces: than 95 °F (35 °C). All other surfaces (including glass) must 4.4.1 Classic and Classic Max: be protected against damage from the coating. The insulation may be installed in unvented attics when the 4.4.1.1 Application with a Prescriptive Ignition Barrier: foam plastic is applied at a minimum thickness of When Icynene Classic and Classic Max foam plastic 3.5 inches (89 mm) as described in this section in insulations are installed within attics where entry is made accordance with 2012 IRC Section R806.5 or 2009 IRC only for service of utilities, an ignition barrier must be Section R806.4, as applicable. installed in accordance with IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as applicable. The 4.4.1.2.2 Attics - Classic Max: When Classic Max is ignition barrier must be consistent with the requirements applied in unvented attics conforming to 2012 IRC Section for the type of construction required by the applicable code R806.5 or 2009 IRC Section R806.4, the insulation may be and must be installed in a manner so that the foam plastic applied to the underside of roof sheathing and /or rafters to insulation is not exposed. The Classic or Classic Max a minimum thickness of 3 inches (90 mm) and may be insulation may be installed in unvented attics when the applied to vertical wall surfaces to a minimum thickness of foam plastic is applied at a minimum thickness of 3 inches 3 inches (90 mm). Maximum thickness on the underside (76 mm) in accordance with 2012 IRC Section R806.5 or of roof sheathing or on vertical wall surfaces is 20 inches 2009 IRC Section R806.4, as applicable. (508 mm). The insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent 4.4.1.2 Application without a Prescriptive Ignition coating. Barrier: Where Icynene Classic and Classic Max foam plastic insulations are installed in an attic or crawl space The attic must have attic access complying with IRC without a prescriptive ignition barrier, in accordance with Section R807, horizontally placed in the floor, and opening Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 and 4.4.1.2.4, the outward toward the living space. Items penetrating the roof following conditions apply: deck or walls, such as skylight wells and vents, must be covered with a minimum of 3 inches (90 mm) of the 1. Entry to the attic or crawl space is only for service of Classic Max insulation, utilities and no storage is permitted. 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene ESR -1826 I Most Widely Accepted and Trusted Page 4 of 8 Classic and Classic Max insulations may be spray - applied and this report. Surfaces to be coated must be dry, clean, to vertical walls and the underside of floors, as described in and free of dirt, loose debris and other substances that this section. The thickness of the foam plastic applied to could interfere with adhesion of the coating. The coating is the underside of the floors must not exceed 14 inches applied in one coat with low- pressure airless spray (356 mm). The thickness of the spray foam plastic equipment. The coating must be applied to a thickness as insulation applied to vertical wall surfaces must not exceed follows: 3 inches (88.9 mm). The foam plastic does not require • No Burn Plus XD at a minimum thickness of 10 wet mils an ignition barrier or a coating. (0.3 mm) [6 dry mils (0.2 mm)], applied at a rate of 4.4.1.2.4 Use on Attic Floors: When used on attic floors, 0.63 gallon (2.4 L) per 100 square feet (9.2 m Icynene Classic and Classic Max foam plastic insulations • DC 315 at a minimum thickness of 8 wet mils (0.2 mm) may be installed at a maximum thickness of 11 inches [6 dry mils (0.2 mm)], applied at a rate of 0.5 gallon (292 mm) between joists in attic floors. The insulation must (1.9 L) per 100 square feet (9.2 m be separated from the interior of the building by an approved thermal barrier. The coatings specified in Section The coating must be applied when ambient and 4.4.1.2.1 and the ignition barrier in accordance with IBC substrate temperature is at least 60 °F (16 °C) and no more Section 2603.4.1.6 and IRC Section R316.5.3, may be than 95 °F (35 °C). All other surfaces (including glass) must omitted. be protected against damage from the coating. 4.4.2 Classic Eco: Icynene Classic Eco insulation may be installed in 4.4.2.1 Application with a Prescriptive Ignition Barrier: unvented attics when i the foam plastic is applied at a When Icynene Classic Eco is installed within attics or crawl minimum thickness of 5 /2 inches (140 mm) as described in spaces where entry is made only for service of utilities, an this section, in accordance with 2012 IRC Section R806.5 ignition barrier must be installed in accordance with IBC or 2009 IRC Section R806.4, as applicable. Section 2603.4.1.6 and IRC Sections R316.5.3 and 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene R316.5.4, as applicable. The ignition barrier must be Classic Eco insulation may be spray - applied to vertical consistent with the requirements for the type of walls and the underside of floors, as described in this construction required by the applicable code and must be section. The thickness of the foam plastic applied to the installed in a manner so that the foam plastic insulation is underside of the floors must not exceed 14 inches not exposed. Icynene Classic Eco may be installed in (356 mm). The thickness of the spray foam plastic unvented attics when the foam plastic is applied at a insulation applied to vertical wall surfaces must not exceed minimum thickness of 5.5 inches (140 mm) in accordance 3 inches (88.9 mm). The foam plastic does not require with 2012 IRC Section R806.5 or 2009 IRC Section an ignition barrier or a coating. R806.4, as applicable. 4.4.2.2.3 Use on Attic Floors: Icynene Classic Eco 4.4.2.2 Application without a Prescriptive Ignition insulation may be installed at a maximum thickness of Barrier: Where Icynene Classic Eco insulation is installed 5 inches (152 mm) between joists in attic floors when in accordance with Sections 4.4.2.2.1, 4.4.2.2.2 and covered with one of the coatings applied as described in 4.4.2.2.3, the following conditions apply: Section 4.4.2.2.1. The insulation must be separated from 1. Entry to the attic or crawl space is to service utilities, the interior of the building by an approved thermal barrier. and no storage is permitted. 4.4.3 Classic Plus: 2. There are no interconnected attic or crawl space 4.4.3.1 Application with a Prescriptive Ignition Barrier: areas. When Icynene Classic Plus is installed up to a maximum 3. Air in the attic or crawl space is not circulated to other thickness of 4 inches (102 mm) within attics or crawl parts of the building. spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC 4. Combustion air is provided in accordance with IMC Section 2603.4.1.6 and IRC Sections R316.5.3 and Section 701. R316.5.4, as applicable. The ignition barrier must be 5. Attic ventilation is provided when required by IBC consistent with the requirements for the type of Section 1203.2 or IRC Section R806, except when construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is air impermeable insulation is permitted in unvented attics in accordance with 2012 IRC Section R806.5 or not exposed. Icynene Classic Plus may be installed in 2009 IRC Section R806.4, as applicable. unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) in accordance 6. Under -floor (crawl space) ventilation is provided when with 2012 IRC Section R806.5 or 2009 IRC Section required by IBC Section 1203.3 or IRC Section R806.4, as applicable. R408.1, as applicable. 4.4.3.2 Application without a Prescriptive Ignition 4.4.2.2.1 Attics and Crawl Spaces: In attics and crawl Barrier: Where Icynene Classic Plus insulation is installed spaces, Icynene Classic Eco insulation may be spray- in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and applied to the underside of the roof sheathing and /or 4.4.3.2.3, the following conditions apply: rafters, the underside of wood floors, and vertical surfaces, 1. Entry to the attic or crawl space is to service utilities, as described in this section. The thickness of the foam and no storage is permitted. plastic applied to the underside of the top of the space must not exceed 13 inches (343 mm). The thickness of 2. There are no interconnected attic or crawl space the spray foam plastic insulation applied to vertical wall areas. surfaces must not exceed 5 inches (140 mm). The foam 3. Air in the attic or crawl space is not circulated to other plastic must be covered on all surfaces with one of the parts of the building. coatings described in Section 3.5. The coating must be applied over the Icynene Classic Eco insulation in 4. Combustion air is provided in accordance with IMC accordance with the coating manufacturer's instructions Section 701. F_SR -1826 I Most Widely Accepted and Trusted Page 5 of 8 5. Attic ventilation is provided when required by IBC Max insulation nominally 2 inches (51 mm) thick. Section 1203.2 or IRC Section R806, except when Axial loads applied to the wall assembly must be limited air - impermeable insulation is permitted in unvented to the least of the following: attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. • 1,805 pounds (8029 N) per stud. 6. Under -floor (crawl space) ventilation is provided when • Design stress of 0.78 F'c. required by IBC Section 1203.3 or IRC Section • Design stress of 0.78 F'c at a maximum l /d of 33. R408.1, as applicable. 4.5.1.2 Assembly 2 (Limited Load - bearing Wood Stud 4.4.3.2.1 Attics: In attics, Icynene Classic Plus insulation Wall): Minimum nominally 2 -by-4 [1 by 3 inches may be spray - applied to the underside of the roof (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade sheathing and /or rafters, the underside of wood floors, and studs spaced 16 inches (406 mm) on center with two vertical surfaces, as described in this section. The layers of 1 /2- inch -thick (12.7 mm) Type X gypsum thickness of the foam plastic applied to the underside of wallboard installed vertically with joints staggered on each the top of the space must not exceed 14 inches (356 mm). face, attached with 8d box nails, 2 inches (64 mm) long The thickness of the spray foam plastic insulation applied and spaced 7 inches (178 mm) on center along the studs to vertical wall surfaces must not exceed 8 inches for the face layer and 6d cement coated box nails, 2 inches (203 mm). The foam plastic insulation must be covered on (51 mm) long and spaced 24 inches (610 mm) on center all exposed surfaces with DC315 intumescent coating at a along the studs. The stud cavity contains Icynene Classic minimum thickness of 4 wet mils (0.1 mm) [3 dry mils or Classic Max insulation nominally 2 inches (51 mm) thick. (0.08 mm)J, applied at a rate of 0.25 gallon (0.95 L) per 100 square feet (9.2 m The coating must be applied Axial loads applied to the wall assembly must be limited over the Icynene Classic Plus insulation in accordance with to the least of the following: the coating manufacturer's instructions and this report. • 1,805 pounds (8029 N) per stud. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with • Design stress of 0.78 F'c. adhesion of the coating. The coating is applied in one coat Design stress of 0.78 F'c at a maximum l /d of 33. • with low- pressure airless spray equipment. The coating must be applied when ambient and 4.5.1.3 Assembly 3 (Floor /Ceiling): Minimum nominally substrate temperature is at least 60 °F (16 °C) and no more 2 -by -10 [1 by 9 inches (38 mm by 235 mm)] Douglas than 95 °F (35 °C). All other surfaces (including glass) must fir, No. 2 grade wood joists spaced 24 inches (610 mm) on be protected against damage from the coating. center, with minimum 1 -by -3 [ 3 /4 by 2 inches (19.1 by 64 mm)] spruce bridging at mid -span. Floor decking Icynene Classic Plus insulation may be installed in must be minimum 1 / 2 - inch -thick (12.7 mm) exterior grade unvented attics when the foam plastic is applied at a plywood installed perpendicular to joists and fastened with minimum thickness of 2 inches (51 mm) as described in 2- inch -long (51 mm) ring shank nails 6 inches (152 mm) on this section, in accordance with 2012 IRC Section R806.5 center at the joints and 12 inches (305 mm) on center at or 2009 IRC Section R806.4, as applicable. the intermediate joists. Plywood joints must occur over 4.4.3.2.2 Crawl Spaces: In crawl spaces, Icynene joists. Icynene Classic or Classic Max insulation must be Classic Plus insulation may be spray - applied to vertical applied to the underside of the plywood deck between the walls and the underside of floors, as described in this joists to a depth of 5 inches (127 mm). Two layers of section. The thickness of the foam plastic applied to the minimum 5 / inch -thick (15.9 mm), Type X gypsum underside of the floors must not exceed 14 inches wallboard must be attached perpendicular to the joists on (356 mm). The thickness of the spray foam plastic the ceiling side of the assembly. The first layer must be insulation applied to vertical wall surfaces must not exceed attached with 1 (32 mm), Type W drywall 8 inches (203 mm). The insulation must be covered with screws, spaced 24 inches (610 mm) on center. The DC -315 coating is described in Section 4.4.3.2.1. second layer must be applied perpendicular to the joists, offset 24 inches (610 mm) from the base layer. The second 4.4.3.2.3 Use on Attic Floors: Icynene Classic Plus layer must be attached with 2- inch -long (51 mm), Type S insulation may be installed at a maximum thickness of drywall screws spaced 12 inches (305 mm) on center. 13 inches (330 mm) between joists in attic floors. The Additional fasteners must be installed along the butt joints insulation must be separated from the interior of the of the second layer, securing the two layers together. building by an approved thermal barrier. The insulation These fasteners must be 1 inch -long (38 mm), Type G does not require an ignition barrier or a coating. drywall screws placed 2 inches (51 mm) back from each 4.5 One -hour Fire - resistance -rated Assemblies: end of the butt joint and spaced 12 inches (305 mm) on center. The wallboard joints on the exposed side must be 4.5.1 Classic and Classic Max: treated with paper tape embedded in joint compound and 4.5.1.1 Assembly 1 (Limited Load - bearing Wood Stud topped with an added coat of compound, and the fastener Wall): Minimum nominally 2 -by-4 [1 by 3 inches heads must be coated with joint compound in accordance (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade with ASTM C840 or GA -216. studs spaced 16 inches (406 mm) on center with a base 4.5.1.4 Assembly 4 (Non- loadbearing Steel Stud Wall): layer of 1 / 2 -inch-thick (12.7 mm) wood fiber sound board Nominally 6- inch -deep (152.4 mm), No. 18 gage, installed horizontally on each face with vertical joints galvanized steel studs spaced 16 inches (406.4 mm) on located over the studs, attached with 6d box nails, 2 inches center, are friction -fit into No. 18 gage galvanized steel (51 mm) long and spaced 24 inches (610 mm) on center 5 / 8 -inch-thick floor and ceiling track with a layer of / inch -thick along the studs, and a second layer of (15.9 mm),Type X gypsum board applied to the interior (15.9 mm) Type X gypsum wallboard installed vertically on side with the long edge parallel to steel studs and secured each face, attached with 8d box nails, 2 inches (64 mm) using No. 6, 1 inch -long (31.7 mm), self- drilling drywall long and spaced 7 inches (178 mm) on center along the screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene Classic or Classic ESR -1826 1 Most Widely Accepted and Trusted Page 6 of 8 perimeter and 12 inches (305 mm) on center in the field. Optional: It is permitted to add code - complying EPS, The gypsum board joints must be treated with vinyl or XPS, foil- faced, rigid polyurethane board stock or casein, dry or premixed joint compound applied in two polyurethane spray foam on the exterior of the wall coats to cover all exposed screw heads and gypsum board (between the DensGlass sheathed wall and the brick), butt joints, and a minimum 2- inch -wide (51 mm) paper, while maintaining the 1 -inch (25.4 mm) air space. The plastic, or fiberglass tape embedded in the first layer of length of the brick ties must be increased to account for the compound over butt joints of the gypsum board. The stud thickness of the insulation. cavity is filled with Icynene Classic or Classic Max insulation up to 6 inches (152 mm) thick. DensGlass 4.6 Exterior Walls in Type 1, II, III and IV Construction: Exterior Sheathing, 1 /2 inch (12.7 mm) thick, is installed 4.6.1 General: When used on exterior walls of Types I, II, parallel to steel studs with vertical joints offset a minimum III or IV construction, the assembly must comply with IBC of 16 inches (406 mm) from the vertical joints of the Section 2603.5 and this section, and the Classic, Classic gypsum board and the horizontal joints offset a minimum of Max and Classic Eco insulations must be installed at a 24 inches (610 mm) from the horizontal joints of the maximum thickness of 6 inches (152 mm). The potential grsum board. The sheathing is attached using No. 6, heat of Icynene insulations tested in accordance with 1 /4- inch -long (31.7 mm), self - drilling drywall screws NFPA 259 is as follows: spaced 8 inches (203 mm) on center around the perimeter Classic and Classic Max: 494 Btu /ft (5.6 MJ /m per and in the field. Hohmann & Barnard DW -10 brick ties, • 6 inches (152 mm) long by 1 inches (38 mm) wide, are inch of thickness spaced 16 inches (406.4 mm) on center vertically on each • Classic Eco: 168 Btu /ft (1.9 MJ /m per inch of steel stud, and secured, using two 1 inch -long (41.3 mm) thickness. self - drilling screws, through 4 -inch (102 mm) red clay brick [3 inches (88.9 mm) by 2 inches (57.1 mm) by 4.6.2 Exterior Face: Nominally 6- inch -deep (152 mm), 7 inches (197 mm)] laid in a running bond pattern with No. 18 gage, galvanized steel studs spaced 16 inches Type S mortar, leaving a nominally 1 -inch (25.4 mm) air (406 mm) on center, are fastened to No. 18 gage, gap between the brick and the exterior sheathing. galvanized steel floor and ceiling track using No. 8, / inch -long (22.2 mm), self- tapping pan head framing Optional: It is permitted to add code - complying, screws. GP DensGlass Exterior Sheathing, 1 /2 inch expanded polystyrene (EPS), extruded polystyrene (XPS), (12.7 mm) thick, is installed over the exterior side of steel foil- faced, rigid polyurethane board stock or polyurethane studs with the long end perpendicular to the steel studs, spray foam on the exterior of the wall (between the using No. 6, Type S, 1 -inch (31.7 mm) long, self- tapping DensGlass sheathed wall and the brick), while bugle head screws spaced 8 inches (203 mm) on center maintaining the 1 -inch (25.4 mm) air space. The length of around the perimeter and in the field. The stud cavity is the brick ties must be increased to account for the filled with Icynene Classic, Classic Max or Classic Eco thickness of the insulation. insulation to a nominal thickness of 6 inches (152 mm). 4.5.2 Classic Eco (Non- Ioadbearing Steel Stud Wall): 4.6.3 Interior Face: Type X gypsum board, 5 /8 inches Nominally 6- inch -deep (152 mm) deep, No. 18 gage, (15.9 mm) thick, is installed with the long dimension galvanized steel studs spaced 16 inches (406 mm) on perpendicular to steel studs with No. 6, Type S, 1 inch - center, are friction -fit into No. 18 gage galvanized steel long (31.7 mm), self- tapping, bugle head screws spaced floor and ceiling track with a layer of 5 / 8 - inch -thick 8 inches (203 mm) on center around the perimeter and in (15.9 mm), Type X gypsum board installed to the interior the field. The gypsum board joints must be treated with side with the long edge parallel to steel studs and secured vinyl or casein, dry or premixed joint compound applied in using No. 6, 1 inch -long (31.7 mm), self - drilling drywall two coats to cover all exposed screw heads and gypsum screws spaced 8 inches (203 mm) on center around the board butt joints, and a minimum 2- inch -wide (51 mm) perimeter and 12 inches (305 mm) on center in the field. paper, plastic, or fiberglass tape embedded in the first The gypsum board joints must be treated with vinyl or layer of compound over butt joints of the gypsum board. casein, dry or premixed joint compound applied in two 4.6.4 Exterior Wall Covering: Details of the exterior wall coats to cover all exposed screw heads and gypsum board covering must be provided to the code official by the report butt joints, with a minimum 2-inch-wide (51 mm) paper, holder, designer or specifier, with an engineering analysis plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud demonstrating that (1) the exterior wall covering conforms cavity is filled with Icynene Classic Eco insulation up to to ASTM E136 and (2) the addition of the wall covering to 6 inches (152 mm) thick. DensGlass Exterior Sheathing, the assembly described in this section does not negatively 1 / 2 inch (12.7 mm) thick, is installed parallel to steel studs affect conformance of the assembly with the requirements with vertical joints offset a minimum of 16 inches (406 mm) of IBC Section 2603.5. from the vertical joints of the gypsum board and the 5.0 CONDITIONS OF USE horizontal joints offset a minimum of 24 inches (610 mm) The Icynene Classic, Classic Max, Classic Eco and Classic from the horizontal joints of the gypsum board. The Plus spray - applied polyurethane foam plastic insulations sheathing is attached using No. 6, 1 described in this report comply with, or are suitable (31.7 mm), self - drilling drywall screws spaced 8 inches alternatives to what is specified in, those codes listed in (203 mm) on center around the perimeter and in the field. Section 1.0 of this report, subject to the following Hohmann & Barnard DW -10 brick ties, 6 inches (152 mm) conditions: long by 1 inches (38 mm) wide and spaced 16 inches (406 mm) on center vertically on each steel stud, are 5.1 This evaluation report and the manufacturer's secured, using two 1 inch -long (41.3 mm) self - drilling published installation instructions, when required by screws, through 4 -inch (102 mm) red clay brick [3 inches the code official, must be submitted at the time of (88.9 mm) by 2 inches (57.1 mm) by 7 inches permit application. (197 mm)] laid in a running bond pattern with Type S 5.2 The insulation must be installed in accordance with mortar. A nominally 1 -inch (25.4 mm) air gap is left the manufacturer's published installation instructions, between the brick and the exterior sheathing. this evaluation report and the applicable code. If there ESR -1826 I Most Widely Accepted and Trusted Page 7 of 8 is a conflict between the installation instructions and 6.7 Test report in accordance with NFPA 285, and related this report, this report governs. engineering analysis (Classic, Classic Max and 5.3 The insulation must be separated from the interior of Classic Eco). the building by an approved 15- minute thermal 6.8 Reports of tests in accordance with NFPA 259 barrier, except as noted in this report. (Classic, Classic Max and Classic Eco). 5.4 Since the performance of Classic Max, when installed 6.9 Reports of fire tests in accordance with ASTM E970 in unvented attics without a code - prescribed ignition (Classic, Classic Max and Classic Plus). barrier or an intumescent coating, is based on fire 6.10 For Classic Max, an engineering evaluation, including performance of an unvented attic, the installation full-scale fire testing, small -scale testing and fire must be approved by the code official as conforming modeling (Section 4.4.1.2.2). with the provisions of Section 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. 7.0 IDENTIFICATION 5.5 When Classic Max insulation is installed under All packages and containers of Classic, Classic Max, Section 4.4.1.2.2 of this report, a certificate must be Classic Eco and Classic Plus insulations must be labeled placed in the attic stating that the foam plastic with the Icynene, Inc., name and address; the product insulation has been installed in accordance with name; component designation (A or B); the flame spread Conditions 1 to 5 of Section 4.4.1.2 and the terms of index and the smoke - developed index; the shelf life Section 4.4.1.2.2 of ESR -1826; any alterations to the expiration date; the name of the inspection body (ICC -ES); attic or insulation must be consistent with those and the evaluation report number (ESR- 1826). requirements. Intumescent coatings are identified with the 5.6 The insulation must not exceed the thicknesses and manufacturer's name and address, the product trade name densities noted in this report. and use instructions. 5.7 The insulation must be protected from the weather 8.0 OTHER CODES during and after application. 8.1 Scope: 5.8 The insulation must be applied by licensed dealers In addition to the codes referenced in Section 1.0, the and installers certified by Icynene, Inc. products recognized in this report were evaluated for 5.9 Use of the insulation in areas where the probability of compliance with the requirements of the following codes: termite infestation is "very heavy" must be in • 2006 International Building Code (2006 IBC) accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. • 2006 International Residential Code (2006 IRC) 5.10 Jobsite certification and labeling of the insulation must • 2006 International Energy Conservation Code (2006 comply with IRC Sections N1101.4 and N1101.4.1 IECC) and IECC Sections 303.1.1 and 303.1.2, as 8.2 Uses: applicable. 5.11 A vapor retarder must be installed in accordance with The products comply with the above - mentioned codes as the applicable code. described in Sections 2.0 to 7.0 of this report, with the revisions noted below. 5.12 Icynene Classic, Classic Max, Classic Eco and • Application with a Prescriptive Ignition Barrier: See Classic Plus foam plastic insulations are Sections 4.4.1.1 (Classic and Classic Max) 4.4.2.1 manufactured in Mississauga, Ontario, Canada, under (Classic Eco) and 4.4.3.1 (Classic Plus), except attics a quality control program with inspections by ICC-ES. must be vented in accordance with 2006 IBC Section 6.0 EVIDENCE SUBMITTED 1203.2, and crawl space ventilation must be in 6.1 Data in accordance with the ICC -ES Acceptance accordance with 2006 IBC Section 1203.3, as Criteria for Spray - applied Foam Plastic Insulation applicable. Additionally, an ignition barrier must be (AC377), dated November 2012 (editorially corrected installed in accordance with 2006 IRC Section R314.5.3 April 2013). or R314.5.4, as applicable. • Application without a Prescriptive Ignition Barrier: 6.2 Reports of tests in accordance with AC377 Appendix See Sections 4.4.1.2 (Classic and Classic Max), 4.4.2.2 X [Classic and Classic Max (Section 4.4.1.2.1); (Classic Eco) and 4.4.3.2 (Classic Plus), except attics Classic Eco (Section 4.4.2.2.1) and Classic Plus must be vented in accordance with 2006 IBC Section (Sections 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C 1203.2 or 2006 IRC Section R806, and crawl space [Classic and Classic Max (Section 4.4.1.2.3); and ventilation must be in accordance with 2006 IBC Section Classic Eco (Section 4.4.2.2.2)]. 1203.3 or 2006 IRC Section R408, as applicable. 6.3 Test reports on air leakage rate in accordance with • Jobsite Certification and Labeling: See Section 5.10, ASTM E283 (Classic Eco). except jobsite certification and labeling must comply 6.4 Test report on air leakage rate in accordance with with 2006 IECC Sections 102.1.1 and 102.1.11, as ASTM E2178 (Classic, Classic Max and Classic applicable. Plus). • Protection Against Termites: See Section 5.9, except 6.5 Reports of room corner fire testing in accordance with use of the insulation in areas where the probability of NFPA 286 (Classic, Classic Max, Classic Eco, and termite infestation is "very heavy" must be in Classic Plus), accordance with 2006 IRC Section R320.5. 6.6 Test reports in accordance with ASTM E119 (Classic, Classic Max and Classic Eco). ESR -1826 1 Most Widely Accepted and Trusted Page 8 of 8 TABLE 1 THERMAL RESISTANCE (R VALUES) R - VALUE ( °F•ft /Btu) THICKNESS Classic and Classic Max Classic Eco Classic Plus (inches) 1 3.7 3.7 4.0 2 7.4 7.4 8.0 3 11 11 12 3.5 13 13 14 4 14 14 16 5 18 18 20 5.5 20 20 22 6 22 22 24 7 25 25 28 7.5 27 27 30 8 29 29 32 9 32 32 36 9.5 34 34 38 10 36 36 40 11.5 41 41 42 13.5 — 49 54 14 50 50 56 For SI: 1 inch = 25.4 mm, 1 °F•ft /Btu = 0.176 110 °K•m /W. 1 R- values are calculated based on tested K values at 1- and 3.5 -inch thicknesses. 2 R- values greater than 10 are rounded to the nearest whole number. t\ ro�r , till "" = International Fireproof Technology, Inc. Paint To Protect' 17528 Von Karman Ave. Irvine, CA 92614 949 - 975 -8588 `� FIDE CC � 3 N . 7 ( C c ICC -ES ESR -3702 Verifies that DC315 Meets Code Requirements Click here to view Report �c� AC 456 CCRR Compliant Report (Click here for report) DC If a coating has not passed a full scale test on a manufacturer's foam it 315 applied over Spray Polyurethane Foam (SPF), is cannot be used on that foam; there are no exceptions in the IBC Code! an Alternative Barrier System in "Section 2603.9 Building Code Fire Performance Requirements for SPF: Special Approval" as a thermal barrier. To be approved lir as an Alternative Barrier System, DC 315 is applied The International Building Code (IBC) mandates that SPF be separated over a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier, or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration of 15 approved covering. DC 315 passed certified NFPA 286 and UL 1715 test minutes by an accredited fire testing facility. Products over a variety of open and closed cell spray applied urethane foams that were conducted by ISA certified testing facilities. All tests performed that pass an ignition barrier tested under comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC AC 377 Appendix X are not appropriate alternative thermal barriers and Section 803.1.2, and Section 2603.9; 2012 IBC Section 803.1.2 and Section cannot be used. Depending on your particular application, either ignition 2603.10 under "Special Approvals for Thermal Barriers over Foam or thermal barriers are required by the International Building Code (IBC). Plastics ". DC315 is WHI marked and certified via 3` party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies (e.g. Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large - V.O.C. 47g /L scale fire tests, such as NFPA 286, UL 1715, UL 1040, or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377, Appendix X Specific Gravity 1.30 + / -0.05 g /cc Application Equipment pryin` @77 °F & 50% R.H. — To touch 1 — 2 hours, to DC 315 can be applied by brush, roller or airless sprayer. 1 recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. ( Flash Point None Sprayers: Pump: (Graco) UltraMax 695 or equivalent Reducing or Cleaning W ater PSI: 3000 Shelf Ufe 1 year from date of manufacture in unopened containers and stored at 1 0 °C to 27 °C (50 °F to GPM: 1.00 80 °F) Tip: 517 - 521 or equivalent. 581bs. Filter: 30 mesh, removal of filter is recommend from gun and S Gal. Container Weight machine Hose: 3/8" diameter airless spray line for the first 100' from pump Advantages of Using DC315 SPF and X" x 3' whip • DC 315 is the only 3 party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent • Marked and Listed by Warnock Hersey Intertek W/N 20947 P51: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517 - 523 or equivalent. • Industry leading spread rate Filter: 30 mesh, removal of filter is recommend from gun and • Passed CAL 1350 - safe for use in schools and high occupancy machine buildings • Passed strict EPA — V.O.C. and AQMD air emission requirements (for Hose: 3/8" diameter airless spray line for the first 100' from pump all 50 states) and X" x 3' whip • Approved for Incidental Food Contact complies with NSF /ANS1 -51 Pump: (Graco) GMAX 7900 or equivalent requirements of USDA PSI: 3300 • Easily applied with a sprayer, roller, or brush with no complicated — GPM: 2.2 mixing • 1 year shelf life Tip: 517 - 529 or equivalent. • Fast and easy clean -up, with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and • Compatible with any paintable construction material machine • Meets Life Safety Code 101 Hose: 3/8" diameter airless spray line for the first 100' 300' from • Meets LEED's point requirements pump and'' /." x 3'whip • No formaldehyde Pump: (Graco) GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an, "Alternative Thermal Barrier Coating System" over Spray GPM: 4.0 Polyurethane Foam (SPF). Tip: 517 - 529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8 " diameter airless spray line for the first 100' from Thermal or Ignition barriers in compliance with current IBC codes, pump and' /. "x 3' whip Prior to Applying DC 315 to Ensure Proper Adhesion: Surfaces must General Safety, Toxicity, Health Data be clean, dry and free of all foreign matter. Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3 - 4 mils Wet Film Thickness (WFT) of DC 315 and allowed to dry EMERGENCY NUMBER at 800 - 424 -9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315, via airless sprayer over an area needing treatment. We WARNING: Do not allow product to freeze. Store above 10 °C (50 °F) at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes, gloves and use protective cream on face, IFTI's best practices installer must obtain and read all current installation hands and other exposed areas. documents. Installation documents include Application Guide, EYE PROTECTION: Ventilation Guide and Job Work Report. Safety glasses, goggles, or a face shield are recommended. These documents can be downloaded at www.painttoprotect.com or by calling IFTI at 949.975.8588. "Job Work Records are an excellent way to SKIN PROTECTION: track your installations and confirm compliance to your Building Official or Chemical resistant gloves are recommended, cover as much of the Authority Having Jurisdiction. In the event of a concern on a job the exposed skin area as possible with appropriate clothing. installer is able to provide documented proof of the installation, for this reason IFTI recommends using these forms for all thermal barrier jobs." RESPIRATORY PROTECTION is MANDATORY! Respiratory protective equipment, impervious foot wear and protective Material Preparation clothing are required at all times during spray application. DC315 must be thoroughly mixed prior to application. Failure to do so will compromise the materials performance and may create issues with INGESTION: Do not take internally. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is Consider the application and environmental concentrations in deciding if recommended. Material should be stirred from the bottom up making additional protective measures are necessary. sure the bottom and sides are scraped with a paint stick during the mixing process to ensure all materials are completely mixed prior to the Limited Warranty application. Material should be mixed to a creamy consistency with no This product will perform as tested if applied and maintained according to lumps. Thinning is not usually needed, but if the material has been our directions, instructions and techniques. If this product is found to be exposed to prolonged periods of high temperatures during storage, defective upon inspection by its representative, the seller will, at its evaporation of the water based material may have taken place. Typically option, either furnish an equivalent amount of new product or refund the the liquid level should be about 3 inches from the top of the 5 gallon pail. purchase price to the original purchaser of this product. Seller will not be If the level of material is lower, water may be added during the mixing to liable for any representations made by any retail seller or applicator of the address this issue. product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER Temperature and Humidity PRODUCT, THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH Ensure temperature and humidity are within specified limits for THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT application. Failure to monitor and compensate for increased humidity PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER may lead to blistering and /or delamination and will void warranty. Obtain LIMITATIONS APPLY. For the complete terms of the limited warranty, go to a ventilation guide prior to commencing installation. Ideal conditions are www.painttoprotect.com. Some states /provinces do not allow the 16 °C -32 °C (62 °F to 90 °F) and a maximum of 65% Relative Humidity. exclusion or limitation of incidental or consequential damages, so the above limitations may not apply to you. To make a warranty claim, write Ventilation to Technical Service, International Fireproof Technology, Inc., 17528 Von When spraying in enclosed spaces, regardless of size, adequate ventilation Karman Avenue, Irvine, CA 92614 or email Customer Service at is required to remove excess moisture from the application area. The use ptp@painttoprotect.com of fans may be required in some cases to ensure a minimum of 0.3 air changes per hour. Prior to starting a job please be sure to download a complete current ventilation guide at www.painttoprotect.com Rev: 12/18/2014 5:17 PM Job Work Record Should be Filled Out For Each and Every Job. Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 10 Days of Job Completion. 'Fir) TREE & VEGETATION AFFIDAVIT ? • City of Atlantic Beach Department of Community Development Planning & Zoning Division � 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247 -5800 (F) 904 247 -5845 PERMIT # SECTION I - APPLICANT INFORMATION [ Owner(s) X Legal Authorized Agent* NAME OF APPLICANT Todd Bosco NAME OF COMPANY Bosco Building Contractors, Inc. ADDRESS OF COMPANY 2158 Mayport Rd, Atlantic Beach, FL 32233 PHONE (904) 241 -0320 CELL EMAIL todd @boscocbc.com;josh @boscocbc.com CONTRACTOR CERTIFICATION NUMBER CBC 1250212 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II - SITE INFORMATION STREET ADDRESS OF PROPERTY 69f Beach Ave, Atlantic Beach, FL 32233 If an address has not been assigned to this property, contact the AB Building Department at (904) 247 -5826 to request an address. ' LEGAL DESCRIPTION 5 -69 16- 2S -29E .13 LOT 6 (EX W 90FT) BLOCK 15 SUBDIVISION Atlantic Beach REAL ESTATE NUMBER 170119-0000 LOT OR PARCEL SIZE: 4036 SQ FT 3229 AC RESIDENTIAL X COMMERCIAL OTHER (SPECIFY) ElkiitaamaimisiirommirmosiMINnilak 11111111•11 I affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and /or I have participated in a pre - application meeting with the Administrator of those regulations. Subsequen •ffi m th.t no regulated trees and no regulated vegetation will be damaged, destroyed and /or removed from the above .es •. or . dj, c , ' erties in conjunction with this project. A URE OF OWNER ,� SIGNATURE OF OWNER Signed and sworn before me on this 7N"day of A /' 2 6.1( , by State of f Ore 'J'4 County of ptt v* I• Identification verified: -/14W/,/ Oath sworn: p Yes V No ' )- AO / ,.. L , „ • : WILLIAM L POPE t.• MY CrIMMICSIQN # FF 24:030 Notary Signature � � • , � ; EXPIRES: October 19, 2019 ., ; off Bonded Nu Notary Public Underwriters My Commission expires: CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904) 247 -5800 FAX (904) 247 -5845 F )? REVISION REQUEST SHEET Date: 3/21/16 Received by: Resubmitted: Permit Number: 16 -RADD -473 Original Plans Examiner: Project Name: Dehart Garage Project Address: 697 Beach Ave, Atlantic Beach, FL 32233 Contractor: Bosco Building Contractors, Inc. Contact Name: Todd A. Bosco _- Contact Phone : 904- 241 -0320 Contact e-mail: Todd @BoscoCBC.com; Josh @BoscoCBC.com Revision / Plan Check / Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: New structural engineering and product approval sheet corrections Additional Increase in Building Value: $ S.F. Site Plan Revised: Public W / U Approval: By signing below. I (print name) Josh Rotta affirm that the above revision is inclusive of the proposed chan es. 3/21/16 Signature of Cont ctor / Agent (Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by : Plan Review Comments: - © E tI V E (i I 111111 Ammulmufa t review required Yes No L ._ Building — Ian ing oning —. Tree Administrator Plans Examiner Public Works Public Utilities _ -- Public Safety Fire Services Date c«s.d tv:ons NAV. 2 1 ' CITY OF ATLANTIC BEACH : - ) ' , - # 4 • 0 4 6 , • ; 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5845 •P t oci0 REVISION REQUEST SHEET Date: 2-'7- g Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: ,D ty.d. Rei dc+, Project Addr- s: 4 j Contractor: I ,,, ., Agmf,empar,.,.. Contact Name: . ilital,_ Contact Phone : c-/ /- 012 44 Contact e-mail:,),95L. (Z i• S ... 0 1, —■ Revision / Plan Check / Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: A/0 Vete 1 , (50S' 0. 1 --- Pk., Additional Increase in Building Value: $ 91' Additional S.F. Site Plan Revised: Public W / U Approval: By signing below. I (print name) CIA 1 ... gE44, affirm that the above revision is inclusive of the proposed chafes. 40 ,7- 9- 141 , Signature -4 Contracto ' :- t (Contractor must sign if increase in valuation) Date Office Use Only 11,A 7.© E VE Date: Approved: Rejected: . 0 I Li Plan Review Comments: MAR 7 2016 ' — I V? Department review required Yes No Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Plans Examiner Date Created 8/20/15 Rev. 2 (i - LA City of Atlantic Beach .,,/?4, Building g apartment APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233 -5445 / • Phone (904) 247 -5826 • Fax (904) 247 -5845 v E -mail: building- dept @coab.us Affir City web site: httpJ /www.coab.us Date routed: Z APPLICATION REVIEW AND TRACKING FORM Property Address: 69-7. &Dt h //i/L De.artment review required Yes No *1 - 111111111111111.01 Applicant: ;. Tree Administrator _- Project: 0 I , " ___ 'ublic Wor. Public Safety _- ;Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: 11111111111 11111111111111111 APPLICATION STATUS Reviewing Department First Review: 1 !Approved. la► « —gyp (Circle one. enied. � Comments: /`' BUILDING 5 a CEO 10-4M4— �� s PLANNING & ZONING Reviewed by: • TREE ADMIN. Date: 3 / (6 Second Review: Ugpproved as revised. 1 (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: UApproved as revised. 1 Denied. Comments: Reviewed by: Date: sed 07/27/10 X q 4/4 110-ew _4- 973 Lod- 1%.?oz. x 3/ — fl 9f'7 - -- -- 1/0 .-Y.6 X QU I /W9 1 6 /r1' - - x !o /3,r o�► �r� �y K. % \r s, / 13d' ,: - I, 31Y0 60 1417 P I _kr= c,1/4( -- ---- - - - - -- r L , , , l . Vii 4 ;044 7 4,‘ rs' wo, City of Atlantic Beach Atlantic Beach, Florida 32233 -5445 1 1 � s ' Building Department E GATIONNUMBER 800 Seminole Road DD� d by the Building Department) jsGC Phone (904) 247 -5826 • Fax (904) 27 -584 b' 31 `7 73 E -mail: buildingdept @coabus ( EB 2 4 2U16 trir e, City web -site: http: / /wwwcoabus Z B � : _ -_ - - -- APPLICATION REVIEW AND TRACKING FORM Property Address: 69-7, &a A /J ''L De•artment review required N 5 e_ d 'bulls*. . == Applicant: Project: Tree Administrator _- 1 I e a 1 S #O 4 Ls p ublic Wor Public Safety _- ;Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection m. 11 . 11 ._Il .111111111111111111111 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 IIIIIIIIIIIIMNIIIIIIIIII Other: APPLICATION STATUS Reviewing Department First Review: (Circle one.) Approved. ❑Denied. Comments: / BUILDING ice `�/ / �iG G!/iI'l� 4 PLANNING & ZONING _ _ Reviewed by: --_7--— il TREE ADMIN. Date: 21 Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES • PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. nDenied. Comments: Reviewed by: Date: sed 07/27/10 ;;s 'r City of Atlantic Beach � ; , Building Department DE Rom APPLICATION NUMBER 7.3 . + 800 Seminole Road CEIVED (To be assigned by the Building Department.) Atlantic Beach, Florida 32233 -5445 FRB 2 4 2096 / F�� \ ' h Phone (904) 247 -5826 • Fax (904) '47-5846 lr - "1 - 01111T , ' ' E -mail: buildin de t coab.us 47 58 g p @ Date routed: Z City web site: http: / /www.coa BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 69i, &Dt dh /11/L De • artment review required Yes No Applicant: S e �ui a l•_ _- 0 `"P in. &____ Project: Tree Administrator _- 1 I !C Q A trh S # O • to blic Wor. Public Safety �- Review fee $ j Dept Signature • �'� Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: (Circle one.) pproved. 1 Denied. Comments: BUILDING PLANNING & ZONING Zr ate: Reviewed by: 5 3 3 rk TREE ADMIN. D Second Review: nApproved as revised. nDenied. IC WO KS Comments: PUBLICS I [ES PUBLIC AFETY • Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. nDenied. Comments: Reviewed by: Date: tevised 07/27/10 • Dehart Garage HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 ji oftware RHVA C RESIDENTIAL HVAC LOADS Prepared By: Alexa Laughren Home Energy Services PO Box 28162 Jacksonville, FL 32226 904- 757 -3569 Monday, February 22, 2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dehart Garage Jacksonville, FL 32218 Page 2 Project Report I General' Project Information Project Title: Dehart Garage Designed By: Alexa Laughren Project Date: Monday, February 22, 2016 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Alexa Laughren Company Address: PO Box 28162 Company City: Jacksonville, FL 32226 Company Phone: 904 - 757 -3569 Company E -Mail Address: admin @hesjax.com Company Website: www.hesjax.com Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 n/a n/a 70 n/a Summer: 94 77 47% 50% 75 48 heck Figures Total Building Supply CFM: 405 CFM Per Square ft.: 1.012 Square ft. of Room Area: 400 - Square ft. Per Ton: 488 Volume (ft of Cond. Space: 4,000 Building Loads Total Heating Required Including Ventilation Air: 5,446 Btuh 5.446 MBH Total Sensible Gain: 8,901 Btuh 90 % Total Latent Gain: 944 Btuh 10 % Total Cooling Required Including Ventilation Air: 9,845 Btuh 0.82 Tons (Based On Sensible + Latent) Notes -' Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \Dehart.rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services N Dehart Garage Jacksonville, FL 32218 1 Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input 2 8 m Data Dry Bulb Wet Bulb Rel.0 ReLHum Dry B b Difference] n/e Summer. 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 650 ft. /min 450 ft. /min Maximum Velocity: 900 ft. /min 750 ft. /min Minimum Height: 0 in 0 in. Maximum Height: 0 in. 0 in. Outside Air Data AMEN Winter Summer Infiltration Specified: 0.250 AC /hr 0.250 AC /hr 17 CFM 17 CFM Infiltration Actual: 0.250 AC /hr 0.250 AC /hr Above Grade Volume: X 4,000 Cu.ft. X 4,000 Cu.ft. 1,000 Cu.ft. /hr 1,000 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 17 CFM 17 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (17 CFM) Summer Infiltration Specified: 0.250 AC /hr (17 CFM) C:\ ... \Dehart.rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dehart Garage Jacksonville, FL 32218 1 1 1 Page 4 Load Preview Report • Net R l ' Sen Lat Net Sen His C s Duct Sotlpe Ton /Ton Area, Gain Gain Gain Loss CF CF M CFM Size Binding 0.82 488 400 8,901 944 9645 5,446 110 405 405 System 1 0.82 488 400 8,901 944 9645 5,446 110 405 405 9x9 Zone 1 400 8,901 944 9,845 5,446 110 405 405 9x9 1 -Bonus Room & Bath 400 8601 944 9645 5,446 110 405 405 4-6 C:\ ... \Dehart.rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services 11 1 Page 5 Jacksonville, FL 32218 Dehart Garage Duct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L /100 Loss Velocity Length Flow Flow Flow Size_ System 1 Supply Runouts Zone 1 1 -Bonus Room & Bath Built -In 450 750 0.01 0 1 515.6 110 , 4%, 405 4-6 Other Ducts in System 1 Supply Main Trunk Built -In 650 900 0.003 0.1 719.9 110 I MIF 405 9x9' Summary System 1 Heating Flow: 110 I Cooling Flow: 405 C:\ ... \Dehart.rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Home Energy Services Dehart Garage Jacksonville, FL 32218 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Totall, Gain GaILL 4- 6-o L Oescription Quan pane low -e (e = 0.20 or Tess), 07 8 1, Gain 436 0 2,743 2,743 high performance, operable window, a =0.05 on surface 2, any frame, u -value 0.35, SHGC 0.3 12C -Osw: Wall- Frame, R -13 insulation in 2 x 4 stud 532.2 1,840 0 1,234 1,234 cavity, no board insulation, siding finish, wood studs 18A1 -21o: Roof /Ceiling -Roof Joists Between Roof Deck 400 714 0 564 564 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R -21 open cell 1/2 Ib. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist 20P -19: Floor -Over open crawl space or garage, Passive, 400 760 0 280 280 R -19 blanket insulation, any cover Subtotals for structure: 4,750 0 4,821 4,821 People: 2 400 460 860 Equipment: 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 17, Summer CFM: 17 696 544 348 892 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 872 872 Total Building Load Totals: 5,446 944 8,901 9,845 heck Figures Total Building Supply CFM: 405 CFM Per Square ft.: 1.012 Square ft. of Room Area: 400 Square ft. Per Ton: 488 Volume (ft of Cond. Space: 4,000 '_Building 'Dads Total Heating Required Including Ventilation Air: 5,446 Btuh 5.446 MBH Total Sensible Gain: 8,901 Btuh 90 % Total Latent Gain: 944 Btuh 10 % Total Cooling Required Including Ventilation Air: 9,845 Btuh 0.82 Tons (Based On Sensible + Latent) :Notes' Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \Dehart .rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dehart Garage Jacksonville, FL 32218 11 0 Page 7 Building Pie Chart Floor 14% Infiltration 13% Roof 13% Building Loss r `, Glass 26% 5,446 Btuh Wall 34% For 3% Roof 6% AED Excursion 9% Infiltration 9% Wall 13°/0 tf Building Gain 9,845 Btuh Equipment 24% Glass 28% People 9% C:\ ... \Dehart.rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dehart Garage Jacksonville, FL 32218 Page 8 I Manual S Performance Data - System 1 - System 1 Cooling Loads and Design Conditions „ Outdoor Dry Bulb: 94 Sensible Gain: 8,901 Outdoor Wet Bulb: 77 Latent Gain: 944 Indoor Dry Bulb: 75 Total Gain: 9,845 Indoor RH: 50 Load SHR: 0.90 Elevation: 26 Supply Airflow: 405 Latitude: 30 Entering Dry Bulb: 75 Altitude Factor: 1 Entering Wet Bulb: 62.5 Equipment Performance Data at System Design Conditions — AEI Air Source Heat Pump Model: MUZ- HE12NA +MSZ- HE12NA, Nominal Capacity: 12,000 Entered Interpolation Data: OM EDB EWB Air Flow ODB Total Power 75 °F CFM °F Capacity I Sensible MBtuh S/T Capacity - - 1 MBtuh FM 85 12.1 1.07 0.901 10.9 364 95 11.3 1.16 0.903 10.2 85 13 1.12 0.769 10 95 12 1.21 0.767 9.2 Interpolation Results: Percent Load of Load Sensible Capacity: 10,270 8,901 115% Latent Capacity: 1,110 944 118% Total Capacity: 11,380 9,845 116% Power Input: 1.15 C:\ ... \Dehart rh9 Monday, February 22, 2016, 3:16 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ' Home Energy Services Dehart Garage Jacksonville, FL 32218 lik Page,.I System 1 Room Load Summary De o z Htg Min Run Run Clg Clg Min A oom Area Sens Htg Duct Duct Sens Lat Clg Sys o Name SF Btuh CFM Size Vel Btuh Btuh CFM CFA -- -Zone 1--- 1 Bonus Room & 400 5,446 110 4 -6 516 8,901 944 405 405 Bath System 1 total 400 5,446 110 8,901 944 405 405 System 1 Main Trunk Size: 9x9 in. Velocity: 720 ft. /min Loss per 100 ft.: 0.134 in.wg Jing Summary C,�ong Sensible/Latent Sensible Latent Btuh = T otal Net Required: 0.82 90% / 10% 8,901 944 9,845 Actual: 1.00 75% / 25% 9,000 3,000 12,000 quipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: MUZ- HE12NA MUZ- HE12NA Indoor Model: MSZ- HE12NA Brand: MR. SLIM MR. SLIM Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 18 SEER Sound: 0 0 Capacity: 12,200 Btuh 12,000 Btuh Adjusted Capacity: n/a 11,380 Btuh - Sensible Capacity: n/a 9,000 Btuh Adjusted Sensible Capacity: n/a 10,270 Btuh Latent Capacity: n/a 3,000 Btuh Adjusted Latent Capacity: n/a 1,110 Btuh AHRI Reference No.: n/a 7065527 C:\ ,.. \Dehart.rh9 Monday, February 22, 2016, 3:16 PM COP 3 -7. CAPACITY CORRECTION TABLE BY TEMPERATURE (1) Cooling Capacity Indoor air Outdoor intake air DB temperature ( °F) Model IWB 75 85 95 105 115 (°F TC SHC TPC TC SHC TPC TC SHC TPC TC SHC TPC TC SHC TPC 71 11.0 7.6 0.67 10.3 7.1 0.73 9.7 6.6 0.79 9.0 6.2 0.83 8.3 5.7 0.86 MUZ 67 10.4 8.6 0.63 9.7 8.0 0.69 9.0 7.4 0.75 8.4 6.9 0.80 7.7 6.3 0.83 63 9.8 9.4 0.60 9.1 8.7 0.66 8.5 8.1 0.72 7.7 7.3 0.77 7.0 6.7 0.80 71 14.7 9.4 1.08 13.7 8.7 1.18 12.9 8.2 1.27 12.0 7.6 1.34 11.0 7.0 1.39 MUZ HE12NA 67 13.9 10.7 1.02 13.0 10.0 1.12 12.0 9.2 1.21 11.2 8.6 1.28 10.3 7.9 1.34 63 13.1 11.8 0.97 12.1 10.9 1.07 11.3 10.2 1.16 10.3 9.3 1.23 9.4 8.5 1.28 71 17.2 11.1 1.04 16.0 10.4 1.14 15.1 9.7 1.23 14.0 9.1 1.29 12.9 8.3 1.35 MUZ HE15NA 67 16.2 12.7 0.98 15.1 11.8 1.08 14.0 10.9 1.17 13.0 10.2 1.24 12.0 9.3 1.30 63 15.3 13.9 0.94 14.1 12.9 1.04 13.2 12.0 1.12 12.0 10.9 1.19 10.9 10.0 1.24 71 21.1 12.2 1.46 19.7 11.4 1.60 18.5 10.7 1.72 17.2 9.9 1.81 15.8 9.1 1.89 MUZ HE18NA 67 20.0 14.2 1.38 18.6 13.2 1.52 17.2 12.2 1.64 16.0 11.4 1.74 14.7 10.4 1.82 63 18.7 15.8 1.31 17.4 14.7 1.45 16.2 13.6 1.57 14.7 12.4 1.67 13.4 11.3 1.74 71 27.6 17.0 2.33 25.8 15.9 2.55 24.2 14.9 2.75 22.5 13.9 2.90 20.7 12.8 3.01 MUZ HE24NA 67 26.1 19.6 2.20 24.3 18.2 2.42 22.5 16.9 2.62 20.9 15.7 2.78 19.2 14.4 2.91 63 24.5 21.7 2.10 22.7 20.1 2.32 21.1 18.7 2.50 19.2 17.0 2.67 17.6 15.5 2.78 NOTE: 1. IWB: Intake air wet -bulb temperature TC: Total Capacity (x10 Btu /h) SHC: Sensible Heat Capacity ( ■10 Btu /h) TPC: Total Power Consumption (kW) 2. SHC is based on 80 °F of indoor Intake air DB temperature. Due to continuing improvement, above specification may be subject to change without notice. MSZ -HE -28 M- Series - MSZ -HE Heat Pump Systems (August 2014) MITSUBISHI ELECTRIC CORPORATION © 2014 Mitsubishi Electric US. Inc FILE c. FORM R405 -2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Dehart Garage Builder Name: Bosco Custom Homes Street: 697 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number Owner: Dehart Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing Addition 9. Wall Types (640.0 sqft.) Insulation Area 2. Single family or multiple family Single- family a. Frame -Wood, Exterior R =13.0 640.00 ft b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of BedroomBedrms In Addition) 0(0) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (400.0 sqft.) Insulation Area a. Roof Deck (Unvented) R =21.0 400.00 ft 6. Conditioned floor area above grade (ft 400 b. N/A R= ft2 Conditioned floor area below grade (ft 0 c. N/A R= ft2 11. Ducts R ft 7. Windows(107.8 sqft.) Description Area a. U- Factor: Dbl, U =0.35 107.78 ft' SHGC: SHGC =0.30 b. U- Factor: N/A ft ' 12. Cooling systems kBtu /hr Efficiency SHGC: a. Central Unit 12.0 SEER:18.00 c. U- Factor: N/A ft ' SHGC: 13. Heating systems kBtu /hr Efficiency d. U- Factor: N/A ft' a. Electric Heat Pum SHGC: P 12.0 HSPF:8.50 Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems - None required 8. Floor Types (400.0 sqft.) Insulation Area a. Cap: N/A a. Floor over Garage R =19.0 400.00 ft2 EF: 0.000 b. Conservation features b. N/A R= ft' None c. N/A R= ft2 15. Credits Pstat Glass /Floor Area: 0.269 Total Proposed Modified Loads: 14.37 PASS Total Baseline Loads: 14.39 I hereby certify that the plans and specifications covered by Review of the plans and ' * 114E ST this calculation are in compliance with the Florida Energy specifications covered by this •' .............. "'9TFp Code. Home Energy Services calculation indicates compliance Z : y ,, `• . ° „4.6 % � . , Al xa J a4enr,er, , with the Florida Energy Code. ? rr .t° „Sp PREPARED BY: T Before construction is completed z - ., �._ �' e DATE: 2/22/2016 this building will be inspected for ° cc ` ` : t7 "1C); C, j a: compliance with Section 553.908 „`.. a I hereby certify that this building, as designed, is in compliance Florida Statutes. .."A..."";:-. •' ; y,C with the Florida Energy Codd. : `� 7 , C wt;3v OWNER /AGENT: BUILDING OFFICIAL: DATE: _ 2/72/701R DATE: _ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 2/22/2016 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 1 of 4 FORM R405 -2014 PROJECT Title: Dehart Garage Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 400 Lot # Owner: Dehart Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 697 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single- family FL , New /Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 , 400 3200 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated 1 System 1 400 3200 No 1 0 1 Yes Yes Yes FLOORS ✓ # Floor Type Space R - Value Area Tile Wood Carpet 1 Floor over Garage System 1 400 ft' 19 0.2 0 0.8 ROOF V / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 447 ft 0 ft Medium 0.96 No 0.9 No 21 26.6 V ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 400 ft N N CEILING V # Ceiling Type Space R - Value Area Framing Frac Truss Type _ 1 Under Attic (Unvented) System 1 0.1 400 ft 0 Wood 2/22/2016 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 4 FORM R405 -2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type S R -Value Ft In Ft In Area R -value Fraction Absor. Grade% 1 W Exterior Frame - Wood System 1 13 ! 20 0 8 0 160.0 ft' 0 0.23 0.8 0 _ 2 N Exterior Frame - Wood System 1 13 20 0 8 0 160.0 ft' 0 0.23 0.8 0 3 E Exterior Frame - Wood System 1 13 20 0 8 0 160.0 ft' 0 0.23 0.8 0 4 S Exterior Frame - Wood System 1 13 20 0 8 0 160.0 ft' 0 0.23 0.8 0 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang # Ornt ID Frame Panes NFR U- Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low -E Double Ye 0.35 0.3 60.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low -E Double Yes .35 0.3 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 2 Vinyl Low -E Double Yes 0.35 0.3 17.8 ft' 8.5 ft 0 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft' 84 ft' 80ft 8ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 266.7 14.64 27.53 .2409 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 12 kBtu/hr 1 Ductless COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 18 12 kBtu /hr 360 cfm 0.75 1 Ductless SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert 1 Company Name System Model # Collector Model # Area Volume FEF None None ft 2/22/2016 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405 -2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Venting Jan Feb €X� Mar [Xi Apr € i X May [ i Jun lJ Jul € X l Aug l Sep [ X i Oct [ Xd Nov i 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 (WEN) 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 • 2/22/2016 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 4 of 4 FORM R405 -2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 697 Beach Ave, Atlantic Beach, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Frame - Wood, Exterior R= 13.0 640.00 ft b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 0(0) d. N/A R= ft 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R =21.0 400.00 ft 6. Conditioned floor area (ft 400 b. N/A R= ft' 7. Windows** Description Area c. N/A R= ft2 a. U- Factor: Dbl, U =0.35 107.78 ft2 11. Ducts R ft SHGC: SHGC =0.30 b. U- Factor: N/A ft2 SHGC: 12. Cooling systems kBtu /hr Efficiency c. U- Factor: N/A ft' a. Central Unit 12.0 SEER:18.00 SHGC: d. U- Factor. N/A ft' 13. Heating systems kBtu /hr Efficiency SHGC: a. Electric Heat Pump 12.0 HSPF:8.50 Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems - None required Cap: N/A a. Floor over Garage R =19.0 400.00 ft' a. EF: b. N/A R= ft2 c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .• ;fHE sr •. . Construction through the above energy saving features which will be installed (or exceeded) -p1 ... .... ...._...1T in this home before final inspection. Otherwise, a new EPL Display Card will be completed :' 4$;; '' �' ,; �\ . based on installed Code compliant features. ; �: : „. , mo o ' : Builder Signature: Date: 2/22/2016 i 0 a IT . • : L • * �' .. is Address of New Home: 697 Beach Ave City /FL Zip: Atlantic Beach, FL \. /. 4 ,..-- - .......'y..`'S'�:�' 32233 ...... . *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. Contact the EnergyGauge Hotline at (321) 638 -1492 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. 2/22/2016 3:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 i FORM R405 -2014 Flor Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 697 Beach Ave Permit Number Atlantic Beach , FL , I MANDATORY REQUIREMENTS See individual code sections for full details. ? 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. ? R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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. ? R402.4.2 Fireplaces. New wood - burning fireplaces shall have tight - fitting flue dampers and outdoor combustion air. ? R402.4.3 Fenestration air IeakageWindows, 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 Us /m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. ? R402.4.4 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 E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 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. ? R403.2.2 Sealing (Mandatory)all ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post- construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553 99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post- construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L /min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 2/22/2016 3:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405 -2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 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., ? R403.3.1 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. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot -water circulating pump when the system is not in use R403.4.3 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 A inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls . R403.4.4.1.1 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). . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. . R403.4.4.2.1 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. 7 R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ? R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor_ 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2 . No ventilation or air - conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3 If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R -11 and the ceiling shall be insulated to a minimum or R -19, space permitting, or R -10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. ? R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 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 403.6, 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. 2/22/2016 3:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405 -2014 MANDATORY REQUIREMENTS - (Continued) ? R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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 multi - 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 multi - family units, the capacity of equipment may be sized in accordance with good design practice. ? R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. . R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ▪ R403.6.1.2.3 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 R403.6.1. ? R403.6.1.3 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. ? R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ? R403.8 Snow melt 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 55 °F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40 °F. ? R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI /APSP -15. The energy requirements for portable spas shall be in accordance with ANSI /APSP -14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. ▪ R403.9.1.2 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. ? R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment Exceptions: • 1. Where public health standards require 24 -hour pump operations. 2. Where pumps are required to operate solar- and waste - heat - recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ? R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site - recovered energy, such as a heat pump or solar energy source computed over an operating season. ? RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low - voltage lighting shall not be required to utilize high - efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ? R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R -6. ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R -19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R -10 is allowed. 2/22/2016 3:39 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405 -2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Dehart Garage Builder Name: Bosco Custom Homes Street: 697 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Dehart Jurisdiction: 261100 Design Location: FL, Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air - permeable insulation shall not be used as a sealing material. Ceiling /attic The air barrier in any dropped ceiling /soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window /door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above - garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical /phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 2/22/2016 3:39 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 1 tAny:, City of Atlantic Beach Building Department APPLICATION NUMBER �` £ r (To be assigned by the Building Department.) . 800 Seminole Road Atlantic Beach, Florida 32233 -5445 / /W Phone (904) 247 -5826 Fax (904) 247 -5845 l�— /� 01w.) E -mail: building- dept @coab.us AN 69 City web -site: http: / /www.coab.us Date routed: Z- APPLICATION REVIEW AND TRACKING FORM Property Address: 9 1 &Dt dh De • artment review required Yes No B Applicant: DP a i Mat a i n• & Zof Tree Administrator Project: I 22 == 1 01 S �O i tj 'ublic Wor. Public Safety iReview fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection ....MP M II 11.= 11.11111111111111 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. 2Denied. (Circle one.) Comments: St,C A d() BUILDING PLANNING & ZONING Reviewed by: TREE ADMIN. Date: Second Review: AJApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY • y v � — Reviewed b : , / Date: FIRE SERVICES Third Review: ❑Approved as revised. nDenied. Comments: Reviewed by: Date: sed 07/27/10