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1067 BEACH AVE - ACCESSORY BUILDING PERMIT ACCESSORY PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ACC18-0049 ,� ~) 800 SEMINOLE ROAD ISSUED: 11/7/2018 ATLANTIC BEACH. FL 32233 EXPIRES: 5/6/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1067 BEACH AVE ACCESSORY SINGLE OR TWO COTTAGE FROM EXISTING $200000.00 FAMILY ACCESSORY BUILDING TYPE OF REAL ESTATE ZONING: I BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170267 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: STYLES CONSTRUCTION, JACKSONVILLE 1537 PENMAN RD SUITE A FL 32250 INC. BEACH OWNER: ADDRESS: CITY: STATE: ZIP: MANDARIN EMPORIUM 2240 MAYPORT RD #7 ATLANTIC BEACH FL 32233 INC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS laaa Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. Issued Date: 11/7/2018 1 of 2 5LA.,,r'r, ACCESSORY PERMIT PERMIT NUMBER ‘0, 41,.. �, ACC18-0049 .. ffi , CITY OF ATLANTIC BEACH u� z" ISSUED: 11/7/2018 800 SEMINOLE ROAD ''%j;; EXPIRES: 5/6/2019 ATLANTIC BEACH. FL 32233 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $780.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $390.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $18.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $12.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$1,325.50 Issued Date: 11/7/2018 2 of 2 Syv.p.,- � City of Atlantic Beach APPLICATION NUMBER `Js�It.* Building Department e Iv (To be assigned by the Building Department.) �12 Ai• 800 Seminole Road `'i: '-r Atlantic Beach, Florida 32233-5445 e.e,i g --- 0(D4 ci 'P <:� SEP 1 I - Phone(904)247-5826 Fax(904)247- 5 7��g .„•--'Pr,- 9 /i4 / "�� 3i9r E-mail: building-dept@coab.us BY:.__________. Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I C / aG ?(�( De artment review required Yes No ac, ,,..a.s Building Applicant: ( E S T nnina &Zoning [ __ Tree Administrator Project: L 0 ( TACE — O/(1 ___ clic Work is i 1 les EK (.& si I )Cl 11 0 ( L.Z._ ( [V C Public Safety Fire Services cReview fee $ Dept Signature 0 Other Agency Review or Permit Required Review or Receipt Date 1 of Permit Verified By Florida Dept.of Environmental Protection\\ G, 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: r Approved. (VDenied. I INot applicable (Circle one.) Comments: BUILDING e1, S -ttO kW /1U LaSvi-Rohe, PLANNING & ZONING Reviewed by• / i d or,,; ,„1, Date: f--9/®1 TREE ADMIN. Second Review: Approved as revised. Denied. fNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed I r te,:c/7/49* FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 4 \ ,i.,-O /ya CITY OF ATLANTIC BEACH ;..,:":l .f Department of Public Works ;? 1200 Sandpiper Lane Atlantic Beach, FL 32233 ''J;t,9, (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/20/18 Applicant: Styles Construction, Inc. Permit#: ACC18-0049 Email: darrell4131@bellsouth.net Review Status: DENIED Property Owner: Mandarin Emporium, Inc. Site Address: 1067 Beach Avenue Email: ehionides@petrajax.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: APP .OVED • A Revocable Encroachment Agreement must be submitted. _� The form is on our website under Building Department - "Permit Applic s anForms" e� and also at the Building Department located at City Hall. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\ACC18-0049(Styles Construction).docx Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2of2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\ACC18-0049(Styles Construction).docx E.CEIVE -701-:);1 NOV 5 2018 " REVOCABLE ENCROACHMENT AGREEMENT \A-%2tily% BY: REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and MAN DA i..l'N Etvt POR 1 0 NI of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Go mes+ h=loSE. 1 Co ole• Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days' notice by CITY to USER,said notice to USER shall be given by certified mail, return receipt requested,to the following address tOu i \\ t1/4r1A-tC—6€.40-1F L32233. • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of easements, public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are he y assu by tit,/4 SER. / Date S i 8 Pro e Owner/Agen ( igned in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument` was acknowledged this E day of 1 .)01-1Y1 ,20 Ig , by i2. T r IS 'k(D11\c Q-S ,who personally appeared before me and (printed name of Signer) • knowledged that he - signed the instrument volu ar -..:-tile purpo.bA�aepressed it it. .•, otary Publi;...a:e c`=r Ca . Commiss,c^+==229545 I , o' '' My Comm,Expires May 11,2019 Signature of Notary Public,State of Florida ' Department Approval: Personally Known / Produced Identification(Type) / ,v �� Sco i tams, Pur c ' or s Director O:\Public Works\ADMIN\Revocable Encroachment Agreement.docx Revision Date:8/31/18 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ' = Division of Water Resource Management 2600 Blair Stone Road-Mail Station 3522 • a Tallahassee,Florida 32399-2400 ' (850)245-8336 GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: DU-541 GP Mandarin Emporium, Inc. Permit Expires: June 19,2020 do Kevin Partel, President Coastal Consulting and Restoration,PA 4230 Myrtle Street St.Augustine,Florida 32084 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 14-foot by 32-foot two-story detached landward garage and other minor activities, landward of the General Permit Line, with maximum seaward construction approximately 45 feet seaward of the coastal construction control line. Project Location: Between approximately 280 feet and 310 feet South of the Department of Environmental Protection's reference monument R- 48, in Duval County. Project Address: 1067 Beach Avenue Atlantic Beach,Florida 32233. Special Instructions: A preconstruction conference is required(Contact Trey Hatch at (904) 6.55-1765 to schedule a conference.) The permittee shall comply with all general permit conditions. General Conditions. (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 pre-construction 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 pre-construction 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(19),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. (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 73-115B (Updated 7/05), entitled "Final Certification", which is hereby incorporated by reference. Questions regarding this notice should be directed to the undersigned at the above address. 6/19/2018 Keith Davie,Permit Manager Date G 1.,pit,44144„,_ 6/19/2018 Dept lerk Date KLD/anl cc: Trey Hatch,Field Inspector-trev.hatch(adep.state.fl.us Kevin Partel,Agent-kevinpartel( gmail.com Mandarin Emporium,Inc,Property Owner-Ehionides@petrajax.com Dan Arlington,City of Atlantic Beach Building Official-darlington@a,coab.us Post Conspicuously on the Site bs@petrajax.com From: Elias Hionides <ehionides@gmail.com> Sent: Tuesday,June 19, 2018 4:04 AM To: Rich Trendel; bs@petrajax.com; stefaniserna@outlook.com Subject: Fwd: Permit Number - D0000541 GP- Electronic Notification of receipt of a request for authorization by the Florida Department of Environmental Protection, Division of Water Resource Management. X yElias Hionides _ Lehionides@petrajax.com I904-894-6620 (Pe ra C+ffices --- --- I 0: 904-241-1151 I F: 904-241-0678 Qi z petrajax.com fn �. -- — __-- I This e-mail message may contain confidential or legally privileged information and is intended only for the use of the intended recipient(s).Any unauthorized disclosure,dissemination,distribution,copying or the taking of any action in reliance on the information herein is prohibited.E-mails are not secure and cannot be guaranteed to be error free as they can be intercepted,amended,or contain viruses.Anyone who communicates with us by e-mail is deemed to have accepted these risks.Petra Management is not responsible for errors or omissions in this message and denies any responsibility for any damage arising from the use of e-mail.Any opinion and other statement contained in this message and any attachment are solely those of the author and do not necessarily represent those of the company Begin forwarded message: From:<epost DWRM Permits@dep.state.fl.us> Date:June 18, 2018 at 23:06:03 GMT+3 To:<Kevinpartel@gmail.com>,<Ehionides@petraiax.com> Cc:<keith.davie@dep.state.fl.us> Subject: Permit Number-DO000541 GP-Electronic Notification of receipt of a request for authorization by the Florida Department of Environmental Protection, Division of Water Resource Management. Owner Name: Chris Hionides Owner Company: Mandarin Emporium, Inc Agent Name: Kevin Partel Agent Company: Coastal Consulting& Restoration Permit (Application) Number: D0000541 GP Application Received Date:06/18/2018 Project Name: Hionides, addition of 2 story habitable garage Project Location: 1067 Beach Ave.,Atlantic Beach, FL 322331 1 Dear Applicant: Thank you for submitting your request for authorization to the Department regarding the above referenced project. I am currently reviewing your request and will contact you as soon as possible. The Department values your time and wants you to know that we are working to streamline our review process and reduce the overall time needed to authorize activities. Please feel free to contact me if you have any questions. I may be contacted at keith.davie@dep.state.fl.us or (850) 245-7666. If you feel you have received this email in error or if you have any questions please contact me. Thank you and I look forward to working with you. Regards, Keith Davie [Dep Customer Survey]<http://survey.dep.state.fl.us/?refemail=epost DWRM Permits@dep.state.fl.us> 2 11,Lvi-r�J, City of Atlantic Beach I APPLICATION NUMBER JS -t'* t"-\!�� Building Department (To be assigned by the Building Department.) J - '� 1`-� 800 Seminole Road. E �� _,_ 9_ Atlantic Beach, Florda 32233-5445 e c�r I 0 c4 ' Phone(904) 247-5826 • Fax(904)247-5845 C Q 4 a I�9'? E-mail: building-dept@coab.us Da I outed: ( it it g, City web-site: http://www.coab.us SEP 17 I ,—j APPLICATION REVIEW A 1 ' ! • ► FORM Property Address: I C 6 ! R eAo“ Department review required Yes No c •o , BuildingT.Applicant: Le s T nni NA&Zoni g [ _ Tree Administrator Project: a 0 l 'TAG-c 17----e_04/ ..- u lic Works is i i les EK (&'t I HCl 11 0 ( c_--f (V C� ublic Safety Fire Services cReview fee $ Dept Signature o Other Agency Review or Permit Required Review or Receipt Date f of Permit Verified By Florida Dept.of Environmental Protection �p, Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. Denied. of applicable (Circle one.) Comments: ,ot 'P ,� BUILDING PLANNING &ZONING Reviewed by. Date: 9 /i r TREE ADMIN. Second Review: Approved as revis d. Denied. I INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. (Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC UTILITIES PLAN REVIEW COMMENTS �l y� Date: 9 /7-1 g Application#:#� /1—`v v Y7 Project Address: / v(Q 7X7,6gc..„47 !/ Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment "Print" Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is 0 0 Utilities needed, call 247-5834. Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade Sewer Cleanout 0 0 and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided, contact Malcolm Clemons at 247-5834 for Backflow backflow requirements. At a minimum, will require a double check backflow 0 0 Requirement preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect &Cap Disconnect and cap water and sewer lines. 0 0 Inspection Must call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines PRIOR to demolition. ❑ ❑ ❑ 0 0 0 ❑ 0 O 0 City of Atlantic Beach APPLICATION NUMBER js�' ? Building Department (To be assigned by the Building Department.) `� 800 Seminole Road ii /� r• Atlantic Beach, Florida 32233-5445 e C,L 8 - o 4 9 '" Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 9 `l 4 /i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 6 7 a De•artment review required Yes No i Buildng { Applicant: aPIL_G_ S /�S T 4�-d . • &ZoninTree Administrator Project: OT (A u lic Works is i i les E-K. `Z I HCl ll c t C ublic Safety Fire Services cReview fee $ Dept Signature 0 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By lv Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ,Denied. Nod applicable (Circle one.) Comments: ILDIN PLANNING & ZONING Reviewed by: /1(\(?r Date: 9/2[/20` TREE ADMIN. Second Review: Approved as revised. ❑Denied. fNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: (r127- Date://-/-/ " FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: Reviewed by: . % Dat Revised 05/19/2017 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. 11 L'Ti,( ...7 ec et-} State of --1 , County of i )c;.; A-1 To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information Is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: lair,►i� w ., • , 147 (..e- 1 1.LI— ?,5`----2q E1'] f� Alt-I-: Lo-1- `7 8I k Li • Lis�t �y ;hi E�� T kere o-0!!�� ;Ir1� Ba e I $ g� fl Di R 1, ,-3z Address of property being impr ed: { _)�C 1 'P. t 1 '-\ A' f-) - -\(-\\1 -1 C_ Q CI('l i._ ?)(7. _ c General description of improvements: CrA.r aV., 1 ev\-ti ell 44 I& owner` V 1')A t2 1 P(Jc2. \ \c\fx -T`1 c___. Owners interest in site of the improvement 'J i' ( j'"\r.,-12 /N. Fee simple Titleholder \(if other than owner) f`. ', , it , Name V' '1 .. Address 1 1_ Contractor CAA-\-1 I-r'c-. / i':-I.S-ti", i.)., ( Y\, Address Pr-,--4.ji1 Phone No. (k4 •— 5'1`Z—C i 1 i')-1 Fax No. Surety(If any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name t 1 . 1 Address ifV. 1 11„.--V Phone No. 1 - t Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: `, 1 r4 Name ''.i0-• \ 14i Address \\ 1 4 Phone No. t Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill In at Ownet's option). Name j 1 r\ / Address '.\\ 1 V R sr Phone No. !1�`Ef3ut 14b. LL - 1574A 0 Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date Is specified): , ._ 2 n THIS SPACE FOR RECORDER'S USE ONLY •` OWNER m Sign : Bel re me thls.•�t day of 1 t Sr)_ ) ' 'C 1 i`-`. In the C�owty of Dw�l, ale of Florida,has persortal r ippeared }�i s u ,i----.1.-ti r-% r•.'- herein by G....,b• heiself and efrur"Tis that al-sti`tet'tashIs and declarations herein fns' " Doc#2018217666,OR BK 18527 Page 46, are hue and accurate `_�i ' Ido � Number Pages:1 =o'4.•=• Recorded 09/13/2018 04:15 PM, 1 �', ••••• �� RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL ' L__ `� — — — COUNTY Notary Public at Large,State of`-'S11r^IfACountyof .i)\iI\/C f; kRECORDING $10.00 Liycommission exps . s : d. Personally Known _ )1 it I .1 t" l (`� i- \/ or Produced Identificationr -- I 41 rpeC)INC&V 6\ • _'ot;;'Y'°� a SWAN 4• ' ' Notary Public-itataafOlatik • (-- ,ti. v.,,f'� OPY CITY OF ATLANTICBEACH J ''� OFFICE �J 800 Seminole Road �. �r Atlantic Beach,Florida 32233 inor) REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 10 1S l Revision to Issued Permit /orrections to Comments Permit# A ec- i8- 61 Project Address n(0--, P oer Q A frac C D fl Contractor/Contact Name SA4,3 Nr1'1*'1J )±1 bn Phone v 545 9 l0-1 Email d ON(el\q 31 Z l h• 1 -E Description of Proposed Revision/Corrections: Permit Fee Due $ RAC,Z /1/e.., .41.,11.0... 5 GZ 5 J/-GP' /0 A1-4,'S ne ocictin Per (--(' a.& re; v € b1 �YlLk-Q, (ai (t e �`. q- ��O C', (Z ss&__s- ; SU Additional Increase in Building Value $ // ,� Additional S.F. .e' '9 By signing below,I D2"/ s // G Ste'+ , r' affirm the Revision is inclusive of the proposed changes. (printed name) 411..! ( i-1 -- " . /%,// Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved X.**---- Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building01 ing &Zoning Reviewed By Tree Administrator Public Works / (_[_C Public Utilities \ .Public Safety Date \ Fire Services „,,s,..,,_c r r' CITY OF ATLANTIC BEACH 'A OFFICE: 800 Seminole Road } r Atlantic Beach,Florida 32233 '4J;ul>'?' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date f',7/,0,?' �/,0,?' Revision to Issued Permit_ Corrections to Comments 47 Permit# Project Address /0 1 4'G�‘ 4-1 Contractor/Contact Name S7''y/rsCay,,��,./c I.',...,.../ ,(`� c, D4rrr// S' Phone yo3/ — .S-f c -eqya Email t)a y r-c--/( 4//3/ ep 4 r!/s,,•.1-4 -4 Description of Proposed Revision/Corrections: Permit Fee Du: $ 5. CX) 40/.•) G. SCeVe D 14040.` 1e 74'a yile(-../ A,/,/dfe(N, Additional Increase in B ilding Value $ ,r/47,.c Additional S.F. ,v e.. .. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) L tiirG!-1 .-- /.. v//” Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: n Building r. Planning & Zoning G Reviewed By Tree Administrator Public Works Q� Public Utilities //f" 1 U Public Safety Date Fire Services t ys CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 \ .� : (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/27/2018 Permit it ACC18-0049 Site Address: 1067 BEACH AVE Review Status: denied RE#: 170267 0000 Applicant: STYLES CONSTRUCTION, INC. Property Owner: MANDARIN EMPORIUM INC Email: DARRELL4131@BELLSOUTH.NET Email: ehionides@petrajax.com Phone: 9045459107 Phone: 9045459107 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Requesting that contractor return to the Building Department and correct the portion of the building application that states"Describe in detail the type of work to be performed:". Requesting that the person who applied for the NOTICE OF COMMENCEMENT, reapply for this document with the corrected information on the line stating, " General description of improvements:. fter visiting the address I did not see a garage that would be improved in to a cottage. Applicant failed to submit the Engineer's name and contact phone number under the CONTRACTOR FORMATION portion of the permit application. Please return and fill in. indow installation package is for Pella windows,but the Product Approval information sheets haveJeld-Wen listed as windows for project. Verify and correct.New documents may be required. 2 copies. Rtrnovec/ Svb,r07'ed oloc s, The Architect's cover page has outdated code editions under CODE REVIEW page A300. Correct and resubmit 2 copies of this page. 6. On page A302, detail 1/A302, fails to show the 2nd floor porch/balcony on the east side of building. Detail 4/A303, 5/A303 and 6/A303 on page A303, show an elevation with a 2nd floor entry off of a porch deck on the east side of the proposed building. Detail 4/A304, on page A304, Second Floor Framing Plan, does not show any framing for the 2nd floor deck on the east side of the build. Please ✓ revise accordingly. 2 copies needed of all changes, changes to be clouded with a narrative at cloud. 7. If there is to be a 2nd story porch deck on the east side of the proposed building, supply complete framing details. Revise accordingly. 2 copies needed of all changes with changes clouded and with a narrative at the cloud. 8. There may be more comments with the submittals of new revisions. e- 02-ev`' -P w Co, yrert. 7/2201 • Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 10` ,x' Building Permit Application Updated 12/8/17 II r City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 iOt Phone:(904)247-5826 Fax:(904)247-5845 Job Address: Io1 1�eaC it tkte ltliiM cla Q4Rermit Number: ALG l C --69e-g7 Legal Description 6-t-I10.2S" 29c,. fl A klorA►C `leach Lo 1 B1L4 t RE# 11 02.6,1 -OOO ::' Lends Lyi(IQ CIN *1- rkl- ; QAtceJ [i Valuation of Woe<(Replacement Cost)$ .,h/c20,000 Heated/Cooled SF 8Non-Heated/Cooled 4/9 i • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 4/e,..,/ ,6,,,,/I,'',,/j q 5 r-c r p/44.1.;' Florida Product Approval# for multiple products use product approval form Property Owner Information Name: NIANDARi EM IPOQIO M -Inc.., Address:P 0 'but 3?0-1y 8 City fk4 Cw+tL 'e)PfC State F L Zip 322_33 Phone CIOL 2111 \\51 E-Mail E (1 CZ Vkl Dt\l CjES Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information _ / j/ Name of Company: Sjy/rs 67006,,,-477.,c-T 6',�1:equalifying Agent: �!'!^/'-e, �� S ' 1 '' ' 7` –' Address /s37 ...4:4,,,,,-,...c.,.. ,,a,, City ,73-1-9( dge-4. State /-. Zip 3z.z c -47 Office Phone 7a 5/ 3/.• a a3 S`s— Job Site/Contact Number 5--'/S – '/' -7 State Certification/Registration# C'ec-/-z-06 - E-Mail /) rr e.,/ 4'/7/ ,44.e/%sem <.,7t� , v-c f Architect Name&Phone# 7:.N,v Z—'-' / 4'ss�4', Engineer's Name&Phone# Ss! /--✓A /tr.,'-' yl- Z...., �AiS>a Workers Compensation 2 .,td pp.m/trSs .7—/'3- /43' Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAI FI'.ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO tr YOUR NOTICE OF COMMENCEMENT. 77 / (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this I7.... day of Signed and sworn to or affirmed)before me this\ day of (9.:Ac)bmIn 2C , oi$ , by Chris (. .. N--.1 l� � � ,by ]�C�\Y TQ\ (Y t 4- '/' / (Si:nature of Notary (Signature of Not.ry) SCJC i 11 Personally Known OR ....IT-Personally Known OR [ ]Produced Identific , " [ ]Produced Identification — — —— Type of Identification aY P STEFANI SERNA Type of Identification: P�. BSALCAN b �S Stste of Flunda Notary Publ' � ; �� Notary Publ• ic-State of Florida •/_ Commission # GG 235032 n Commission.1FF229545 a #c My Commission Expires ( -� My Comm,Expires May 11,2019 � ,.,,,`� lulu 04. 2022 / OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: ,c? 6 Habitable Space (ft-) Non Habitable Space (ft ) LAND INFORMATION: Zoning District 2 5- d- Flood Zone X Minimum FFE BUILDING INFORMATION: Construction Type V 6 Occupancy Group 12'Sr72/d4 f, Number of Stories 2- Max Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 OFFICE COPY ,...,,,A.,,,----„„ City of Atlantic Beach 4,6,....,„\ Community Development Dept. 800 Seminole Road J » r) �,. �� Atlantic Beach,Florida 32233 Telephone(904)247-5826 i'l o;is>%' www.coab.us June 14,2018 Re: 1067 Beach Avenue DEP Letter Mr. John Zona, The City of Atlantic Beach did a preliminary review of your plans for a two-story,detached garage with an exterior staircase and second floor access on the north side of the building to be located west of an existing single family home at 1067 Beach Avenue. All lighting is required to be sea turtle friendly. Drawings provided show that the detached garage comply with all setback and height requirements. Based on this, the proposed construction does not contravene any local setbacks or zoning codes. This letter does not constitute an approval by the City of Atlantic Beach. The project must still be submitted to the City in a permit application and be reviewed by all applicable departments prior to approval and issuance of a permit. i Please feel free to contact me at(904)247-5841 or dreeves@coab.us if you have any questions. Sincerely, Derek W. Reeves Planner FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 8/2/2018 3:54:04 PM Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Hionides Cottage Addition Builder Name: Street: 1067 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(828.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 828.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (448.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 448.00 ft2 6. Conditioned floor area above grade(ft2) 448 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(180.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 58.24 a. U-Factor: Dbl,U=0.32 180.00 ft2 SHGC: SHGC=0.24 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 17.8 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.240 14.Hot water systems 8. Floor Types (448.0 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons a.Floor over Garage R=19.0 448.00 ft2 b. Conservation features EF:0.750 b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.402 Total Proposed Modified Loads: 22.00 PASS Total Baseline Loads: 24.28 I hereby certify that the plans and specifications covered by Review of the plans and .0HE 37,1iA.;.. this calculation are in compliance with the Florida Energy specifications covered by thisO Code. .4.,'">,L4. :71� .. .,� _ �. .n . OA calculation indicates complianceco/ s+' �j V &... Ryan B.Ellis with the Florida Energy Code. : -/rra, "• .. „:....e O_ PREPARED BY: Before construction is completed i `- --::� DATE: 8x2/18 this buildingwill be inspected for '• °4: i ~� : compliance with Section 553.908 * ... '.: - :+. i * ;` I hereby certify that this ilding, de igne is in compliance Florida Statutes. with the Florida Energy de C .• OD WEA. OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: -%j-P-PChir - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Hionides Cottage Addition Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 448 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1067 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: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5%0 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block/ 448 4032 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 2nd Floor 448 4032 Yes 2 1 1 Yes Yes Yes FLOORS V # Floor Type Space R-Value Area Tile Wood Carpet 1 Floor over Garage 2nd Floor __ 448 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Instil. (deg) 1 Hip Metal 538 ft2 0 ft2 Medium 0.6 No 0.3 No 0 33.7 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 448 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 Blown 448 ft2 0.11 Wood 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Qrnt Ta Wall Typo Space R-Vahi Ft In Ft In Area R-Valu Frantinn bsor- Gradf% 1 N Exterior Frame-Wood 2nd Floor 19 32 9 288.0 ft2 0.05 0.170000 0 2 W Exterior Frame-Wood 2nd Floor 19 14 9 126.0 ft2 0.05 0.170000 0 3 S Exterior Frame-Wood 2nd Floor 19 32 9 288.0 ft2 0.05 0.170000 0 4 E Exterior Frame-Wood 2nd Floor 19 14 9 126.0 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.32 0.24 N 20.1 ft2 2 ft 0 in 1 ft 0 in None None 2 N 1 Vinyl Low-E Double Yes 0.32 0.24 N 75.0 ft2 2 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.32 0.24 N 33.5 ft2 2 ft 0 in 1 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.32 0.24 N 45.0 ft2 2 ft 0 in 1 ft 0 in None None 5 E 4 Vinyl Low-E Double Yes 0.32 0.24 N 6.4 ft2 2 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 448 ft2 448 ft2 92 ft 8.8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 470.4 25.82 48.57 .3795 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 17.6 kBtu/hr 1 sys#1 COOLING SYSTEM /- # System Ys Type Subtype Efficiency Capacity Air Flow_ SHR Block Ducts 1 Central Unit/ None SEER:14 17.8 kBtu/hr 534 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 40 gal 120 deg None 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft= DUCTS / ----Supply-- Return---- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 58.24 ft' Attic 22.4 ft' Default Leakage Attic (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling Jan Feb Mar Apr Ma X Jun 7C Jul X Au X Se Oct Nov Dec Heating X Jan X Feb ki Mar Apr May Jun Jul Aug Sep Oct Nov X Dec Venting Jan Feb Mar X Apr t t May t i Jun ' Jul t I Aug t i Sep X Oct rd Nov 'Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index, the more efficient the home. 1067 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 828.00 ft2 b.N/A R= ft2 3. Number of units.if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 448.00 ft2 6. Conditioned floor area(ft2) 448 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.32 180.00 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Attic 6 58.24 SHGC: SHGC=0.24 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 17.8 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 17.6 HSPF:8.20 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC 0.240 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Floor over Garage R=19.0 448.00 ft2 a. Propane EF:0.75 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat . . I certify that this home has complied with the Florida Energy Efficiency Code for Building j.-°"••"... r*. FIHE srAr . Construction through the above energy saving features which will be installed (or exceeded) •'a0:: i,., is in this home before final inspection. Otherwise, a new EPL Display Card will be completed '�',``', , -•,4, based on installed Code c • liant features. :„ ', ` _`, `,;;�o•� Builder Signature: ,,,.."--(„0 %.---C Date: 0'7/!g` 0` Fa:. Address of New Home: ,n‘,, 7 0,5G,14,4/ a City/FL Zip: 327.33 \r'' •..••` '• : c,'s �+C�0 H E •••; *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1067 Beach Ave Permit Number: Atlantic Beach. FL MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(MandatoryThe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4,5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section 0402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations.renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed.but not sealed.beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors.if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows,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 L/s/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room. isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code. Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(l'),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufactun handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatoryi)ieated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls.temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant Page 2 of 5 • MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential.or Florida Building Code,Mechanical.as applicable,or with other approved means of ventilation including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacyWhen installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. '. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis.such as anticipated additional loads caused by major entertainment events.shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013.when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2.Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandator151je energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Hionides Cottage Addition Builder Name: Street: 1067 Beach Ave Permit Office: Atlantic Beach City,State.Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, MAYPORT NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts. utility penetrations.and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 12e i /-e -4 a/7, ,1 C d FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Hionides Cottage Addition Builder Name: Street: 1067 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach. FL, Permit Number Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 448 sq.ft. Cond.Volume: 4032 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: 1 FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) " : 3 Pa cfm 4 Pa `Tested leakage must be less than or equal to the cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors.fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off:and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either t:.•O4 THE 3TA?F`��.,�. performance results demonstrate compliance individuals as defined in Section �1,,:•• t.;a . ; O with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or ;4.4" "i, = '%-':.s+'. accordance with Section R402.4.1.2, individuals licensed as set forth in s� r,,,, , 0 Section 489.105(3)(f), (g), or(i)or an y w 04; _ ..ye..O approved third party. A written report CCD s h,I � .a SIGNATURE: of the results of the test shall be signed *`\•., a s. by the third party conducting the test and provided to the code official. ^-. COD 'L¢� PRINTED NAME: W6 DATE: BUILDING OFFICIAL: DATE: 2 7 Zo/ 8/2/2018 3:54 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 + wrightsoft Manual S Compliance Report Job: Date: 8/1/18 Entire House By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.jax@gmail.com Project Information For: Hionidies Cottage Addition 1067 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 14066 Btuh Entering coil DB: 76.9°F Outdoor design WB: 77.4°F Latent gain: 2193 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 16259 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Comfortmaker Model: N4H418GKG**+FEM4X18**BL Actual airflow: 593 cfm Sensible capacity: 14240 Btuh 101% of load Latent capacity: 3560 Btuh 162% of load Total capacity: 17800 Btuh 109% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 9191 Btuh Entering coil DB: 67.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Comfortmaker Model: N4H418GKG**+FEM4X18*`BL Actual airflow: 593 cfm Output capacity: 17600 Btuh 191%of load Capacity balance: 22 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 2.7 kW 99% of load Temp. rise: 25 °F Meets are all requirements of ACCA Manual S. .� Wrl htSOft` 2018-Aug-0215:54:26 9 Right-Suite®Universal 2017 17.0.17 RSU17457 �Clk ...ides Guest Cottage, 1067 Beach Ave,AtI Bch.rup Calc=MJ8 Building Front faces: W Pape 1 4 wri htsoft° Project Summary Job: 9 Date: 8/1/18 Entire House By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.jax@gmail.corn Project Information For: Hionidies Cottage Addition 1067 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 7042 Btuh Structure 10896 Btuh Ducts 2149 Btuh Ducts 3169 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) 0 Btuh Bloer(none) 0 Btuh Piping 0 Btuh Equipment load 9191 Btuh Use manufacturer's data Rate/swing multiplier 1.00y Infiltration Equipment sensible load 14066 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1535 Btuh Ducts 658 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 448 448 Equipment latent load 2193 Btuh Volume(ft3) 4032 4032 Air changes/hour 0.91 0.32 Equipment total load 16259 Btuh Equiv.AVF(cfm) 61 22 Req. total capacity at 0.80 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Comfortmaker Make Comfortmaker Trade COMFORTMAKER Trade COMFORTMAKER Model N4H418GKG** Cond N4H418GKG** AHRI ref 9671610 Coil FEM4X18**BL AH RI ref 9671610 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.042 cfrn/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point= 22 °F Backup: Input= 3 kW, Output = 9085 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ^� wri I7t5Oft` 2018-Aug-0215:54:26 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 A'C'A ...ides Guest Cottage, 1067 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: W N Sheet 1 Closet 600 cfm 119 cf - 4 " 7 " 47cfm 7 "p Bedroom • � i''i c 'ien Living 7 4 7 „ M1 5 cf rat 133 cf m 119 cfnYa 12 " Job#: Scale: 1 55 Performed for: Exclusively for the use of: HHandles Cottage Addition Page 1 A Comfortable Environment Right-SuiteC Universal 2017 1067 Beach Ave Avantic Beach, FL 17.C.17 R7 2018-Aug-C22 15:15:54::48 ...age, 1067 Beach Ave,Atl Bch.rap wri htsoft Duct System Summary Job: 9 Entire House Byte: By: Exclusively for the use of: A Comfortable Environment Project Information For. Hionidies Cottage Addition 1067 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.073/0.027 in H2O 0.073/0.027 in H2O Lowest friction rate 0.064 in/100ft 0.064 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 157 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath c 1104 50 51 0.067 4.0 Ox 0 VIFx 18.7 90.0 st1 Bedroom h 2508 119 119 0.066 7.0 Ox 0 VIFx 20.1 90.0 st1 BedroomA h 2508 119 119 0.067 7.0 Ox 0 VIFx 18.5 90.0 st1 Closet c 1017 47 47 0.067 4.0 Ox 0 VIFx 17.9 90.0 st1 Kitchen Living h 2799 133 133 0.064 7.0 Ox 0 VIFx 23.7 90.0 st1 Kitchen Living-A h 2799 133 133 0.064 7.0 Ox 0 VIFx 24.2 90.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 600 600 0.064 764 12.0 0 x 0 VinIFIx Return Branch Detail Table I Grille I Htg I Clg I TEL (Design I Veloc IDiam I H x W I Stud/Joist I Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matt Trunk rb1 Ox 0 600 600 42.7 0.064 430 16.0 Ox 0 VIFx BoB4italic values have been manually overridden wrightsoft2018-Aug-0215:54:42 1 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 AM ...ides Guest Cottage, 1067 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: W f , PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: 0 1_0 -1 (3/7 i2/1 T144Yc Permit #/k6/62-00 , Project Address: \ C✓1 (C — 1 rr c - * As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.or . Category/Subcategory l Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 5. Automatic l.Uice Q4& Y1 ID G--pt-R%e6. Other B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4.Double hung 5. cu,,�Lt �� ;; 1 1-u A, 79 i '1012. 6.5 .; � �.� � 1�1- � e,� y X57 i `4ot�1-"i 7.Ono v\u 4 j �� \ I y)C --7 y ; LI 060'9 , 8. Projected 9. Mullion 10. Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding : r Lka _st c `5lµ cl f L v t Cl Dr 2 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers • 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1. Asphalt shingles r3(3, 1 D L-(-t - 2. Underlayments 1/4ire e\-t. 1-ALN U hriee r k ry ± (A, 02541 ' • 3. Roofing fasteners / 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes • 12. Roofing slate ! 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane l roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory 1 Manufacturer Product Description Limitation of Use State # Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name: �. , p S !6,0`'� J-�C :a4;LCe.l-� ,// r,c_, Mailing Address: J "-; ).p,,N,,e,,r,L � 1 , City: .j , � c State: A \ _ Zip Code: Z (�j Telephone Number: (Clog ) 9 C1 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: \3 ta' N4 -IMO 11111 TP Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: 180713 - ROOF DESIGN INFO MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Petra Project Name: 1067 Beach Cottage Model: Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: 1067 Beach Avenue City: Atlantic Beach State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014 Design Program: OnLine Plus 30.0.070 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf This package includes 3 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date 11 T15257712 Fl 10/4/18 2 1115257713 1F2 110/4/18 3 1115257714 I FG3 110/4/18 1 This job was permitted prior to December 31 , 2017. This item has been electronically signed and sealed by Albani,Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s)referenced above have been prepared by ��r, i�� MiTek USA, Inc.under my direct supervision based on the parameters �,�p�PS A. A<B��i�� provided by Ridgway Roof Trusses. . •� .•�� S�c••,2• • Truss Design Engineer's Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE:The seal on these truss component designs is a certificationSTATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters i0 '••A` P;• 41./� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were , s• O R 1`;••"c"\ fleereferenMiTek. ce purposeponly,anect d was not takeecific information n into account infor the ITek's preparation of customers •96, 1/43 •O N A; %.•` these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albanl PE No.39360 should verify applicability of design parameters and property incorporate these designs Mfrek USA,Inc.FL Cart 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 4,2018 Albani,Thomas 1 of 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 180713 Fl 1 M100 140000 10000 0 0 T15257712 1067 Beach Cottage . . . HO 1-0-0 HO 1-0-0 ow 00 al 0 0 TC h 1-4-12 1 2-8-12 1 4-0-12 15-4-12 1 6-8-12 1 8-0-12 1 9-4-12 110-8-12 112-0-12 113-4-12 12 lx3, lx3, 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 111x3 I I A Q R S T II V H X Y Z D T -r �mmeir .. - -- __ .. S. 1-0-0 :� ; �'- f F C 2x4 b .�•i� -i,mwl x4 11 P 0 Ili M L K J I H G 1x3 I I 1x3 II 1x3 11 lx3 I I 1x3 11 1x3 I I 1x3 I I 1x3 11 1x3 11 1x3 I I BCi 1-6-4 12-10-4 14-2-4 15-6-4 16-10-4 I 8-2-4 19-6-4 110-10-4 112-2-4 113-6-4 1 0 0 0 0 .-4 4 14-0-0 ALL PLATES ARE MT2020 Scale:0.434'=1' MiTeke Online Plus.' APPROX. TRUSS WEIGHT: 71.6 LBS Online Plus -- Version 30.0.070 L -K 0.01 0 T 0.00 0.01 6904 Parke East Blvd. RUN DATE: 04-OCT-18 K -J 0.01 0 T 0.00 0.01 Tampa, FL 33610 J -I 0.01 0 T 0.00 0.01 Southern Pine lumber design I -H 0.01 0 T 0.00 0.01 REFER TO ONLINE PLUS GENERAL values are those effective H -G 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR 06-01-13 by SPIB//ALSC DON G -F 0.00 0 T ADDITIONAL SPECIFICATIONS. CSI -Size- ----Lumber---- Webs TC 0.11 4x 2 SP-#2 C -A 0.13 72 C 0.00 0.13 NOTES: BC 0.01 4x 2 SP-#2 P -Q 0.02 168 C 0.00 0.02 Trusses Manufactured by: WE 0.13 4x 2 SP-*3 0 -R 0.00 158 C RIDGWAY ROOF TRUSS N -S 0.00 160 C Analysis Conforms To: Brace truss as follows: M -T 0.00 160 C FBC2014 O.C. From To L -U 0.00 160 C TPI 2007 TC Cont. 0- 0- 0 14- 0- 0 K -V 0.00 160 C Design checked for 10 psf non- or 48.0" 0- 0- 0 14- 0- 0 J -W 0.00 160 C concurrent LL on BC. BC Cont. 0- 0- 0 14- 0- 0 I -X 0.00 159 C This truss must be installed or 120.0" 0- 0- 0 14- 0- 0 H -Y 0.01 164 C 0.00 0.01 as shown. It cannot be G -z 0.07 114 C 0.00 0.07 installed upside-down. psf-Ld Dead Live F -D 0.02 3 T 0.00 0.02 Max comp. force 168 Lbs TC 20.0 40.0 Max tens. force 3 Lbs BC 5.0 0.0 TL Defl 0.00" in L/999 Connector Plate Fabrication TC+BC 25.0 40.0 LL Defl 0.00" in L/999 Tolerance = 10% Total 65.0 Spacing 24.0" Shear // Grain in A -Q 0.14 This truss is designed for a Lumber Duration Factor 1.00 creep factor of 1.5 which Plate Duration Factor 1.00 Plates for each ply each face. is used to calculate total Fb Fc Ft Emin Plate - MT20 20 Ga, Gross Area load deflection. TC 1.15 1.10 1.10 1.10 Plate - MT2H 20 Ga, Gross Area BC 1.10 1.10 1.10 1.10 Plate - MS18 18 Ga, Gross Area Jt Type Plt Size X Y JSI Total Load Reactions (Lbs) A MT20 1.0x 3.0 Ctr Ctr 0.33 Jt Down Uplift Horiz- A MT20 1.Ox 3.0 Ctr Ctr 0.00 C 1775 Q MT20 1.0x 3.0 Ctr Ctr 0.33 R MT20 1.0x 3.0 Ctr Ctr 0.33 Jt Brg Size Required S MT20 1.0x 3.0 Ctr Ctr 0.33 C 168.0" -1"-to- 167" T MT20 1.0x 3.0 Ctr Ctr 0.33 U MT20 1.Ox 3.0 Ctr Ctr 0.33 Plus 1 LL Load Case(s) V MT20 1.0x 3.0 Ctr Ctr 0.33 Plus 1 DL Load Case(s) W MT20 1.0x 3.0 Ctr Ctr 0.33 X MT20 1.0x 3.0 Ctr Ctr 0.33 Membr CSI P Lbs Axl-CSI-Bnd Y MT20 1.Ox 3.0 Ctr Ctr 0.33 Top Chords Z MT20 1.0x 3.0 Ctr Ctr 0.33 A -Q 0.11 13 C 0.00 0.11 D MT20 1.0x 3.0 Ctr Ctr 0.33 Q -R 0.10 11 C 0.00 0.10 D MT20 1.0x 3.0 Ctr Ctr 0.00 R -S 0.09 10 C 0.00 0.09 C MT20 2.0x 4.0 Ctr 0.5 0.20 S -T 0.09 10 C 0.00 0.09 P MT20 1.0x 3.0 Ctr Ctr 0.33 T -U 0.09 9 C 0.00 0.09 0 MT20 1.0x 3.0 Ctr Ctr 0.33 U -V 0.09 9 C 0.00 0.09 N MT20 1.0x 3.0 Ctr Ctr 0.33 ✓ -W 0.09 9 C 0.00 0.09 M MT20 1.0x 3.0 Ctr Ctr 0.33 W -X 0.09 9 C 0.00 0.09 L MT20 1.0x 3.0 Ctr Ctr 0.33 X -Y 0.10 9 C 0.00 0.10 K MT20 1.0x 3.0 Ctr Ctr 0.33 Y -z 0.10 10 C 0.00 0.10 J MT20 1.0x 3.0 Ctr Ctr 0.33 Z -D 0.04 2 C 0.00 0.04 I MT20 1.0x 3.0 Ctr Ctr 0.33 Thomas A.Alban'PE No.39380 Bottom Chords H MT20 1.0x 3.0 Ctr Ctr 0.33 MiTek USA.Inc.FL Cert 6634 C -P 0.01 0 T 0.00 0.01 G MT20 1.0x 3.0 Ctr Ctr 0.33 P -O 0.01 0 T 0.00 0.01 F MT20 2.0x 4.0 Ctr 0.5 0.20 6904 Parke East Blvd.Tampa FL 33610 O -N 0.01 0 T 0.00 0.01 Date N -M 0.01 0 T 0.00 0.01 REVIEWED BY: M -L 0.01 0 T 0.00 0.01 MiTek USA, Inc. p Online Plus"'®Copyright MiTek®19962018 Version 30.0.070 Engineering-Porbart 10/4/2018 1:10:46 PM Page 1 October 4,2018 Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering 180713 F2 13 14100 140000 10000 0 0 T15257713 1067 Beach Cottage . . . HO 1-0-0 HO 1-0-0 m 0 0 m .•4 p TC rl 2-7-8 I 5-1-8 1 6-5-4 I 8-7-8 I 11-1-8 1 13-9-0 P 1:3= 1x3= 4x5= 3x4= 3x3= 1x3 11 3x3= 3x4= 4x5= A M N O P Q D I BE 1-0-0 C F 2x411L A J I H G 2x411 71 426= 3x4= 3x3= 1x3 11 3x4= 4x6= W:308 W:308 R: 887 R: 887 BC 1-6-0 I 4-0-0 I 6-6-0 I 8-8-4 110-0-0 I 12-6-0 114-0-0 14-0-0 B ALL PLATES ARE MT2020 Scale:0.418"=1' MiTek® Online Plus" APPROX. TRUSS WEIGHT: 85.1 LBS Online Plus -- Version 30.0.070 J -I 0.91 3361 T 0.46 0.45 RUN DATE: 04-OCT-18 I -H 0.85 3361 T 0.46 0.39 NOTES: H -G 0.45 2169 T 0.37 0.08 Trusses Manufactured by: Southern Pine lumber design G -F 0.03 0 T 0.00 0.03 RIDGWAY ROOF TRUSS values are those effective Webs Analysis Conforms To: 06-01-13 by SPIE//ALSC UON C -A 0.19 875 C FBC2014 CSI -Size- ----Lumber---- A -L 0.64 1355 T TPI 2007 TC 0.76 4x 2 SP-#2 L -M 0.30 1290 C Design checked for 10 psf non- BC 0.94 4x 2 SP-#1 M -K 0.32 679 T concurrent LL on BC. WB 0.64 4x 2 SP-#3 K -N 0.13 595 C Provide 2X6 continuous N -J 0.22 468 T strongbacks (on edge) every Brace truss as follows: J -0 0.04 194 C 10.0 Ft. Fasten to each O.C. From To I -P 0.08 187 T truss w/ 3-10d(0.131"x3") TC Cont. 0- 0- 0 14- 0- 0 P -H 0.19 853 C nails at truss member(s). or 48.0" 0- 0- 0 14- 0- 0 H -Q 0.32 692 T This truss must be installed BC Cont. 0- 0- 0 14- 0- 0 Q -G 0.29 1269 C as shown. It cannot be or 120.0" 0- 0- 0 14- 0- 0 G -D 0.64 1357 T installed upside-down. F -D 0.19 879 C Max comp. force 3361 Lbs psf-Ld Dead Live Max tens. force 3361 Lbs TC 20.0 40.0 TL Defl -0.37" in K -J L/433 Connector Plate Fabrication BC 5.0 0.0 LL Defl -0.20" in K -J L/806 Tolerance = 10% TC+BC 25.0 40.0 Shear // Grain in 0 -P 0.32 This truss is designed for a Total 65.0 Spacing 24.0" creep factor of 1.5 which Lumber Duration Factor 1.00 Plates for each ply each face. is used to calculate total Plate Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area load deflection. Fb Fc Ft Emin Plate - MT2H 20 Ga, Gross Area TC 1.15 1.10 1.10 1.10 Plate - MS18 18 Ga, Gross Area BC 1.10 1.10 1.10 1.10 Jt Type Plt Size X Y JSI A MT20 4.Ox 5.0 1.0-0.5 0.74 Total Load Reactions (Lbs) A MT20 1.Ox 3.0 Ctr Ctr 0.00 Jt Down Uplift Horiz- M MT20 3.0x 4.0 Ctr Ctr 0.76 C 887 N MT20 3.Ox 3.0 Ctr Ctr 0.70 F 887 0 MT20 1.0x 3.0 Ctr Ctr 0.33 P MT20 3.0x 3.0 Ctr Ctr 0.64 Jt Brg Size Required Q MT20 3.Ox 4.0 Ctr Ctr 0.77 C 3.5" 1.5" D MT20 4.Ox 5.0-1.0-0.5 0.74 F 3.5" 1.5" D MT20 1.Ox 3.0 Ctr Ctr 0.00 C MT20 2.Ox 4.0 Ctr 0.5 0.47 Plus 2 Unbalanced Load Cases L MT20 4.Ox 6.0 Ctr 0.5 0.85 Plus 1 LL Load Case(s) K MT20 3.Ox 4.0 Ctr Ctr 0.76 Plus 1 DL Load Case(s) J MT20 3.Ox 3.0 Ctr Ctr 0.70 I MT20 1.Ox 3.0 Ctr Ctr 0.48 Membr CSI P Lbs Axl-CSI-Bnd H MT20 3.0x 4.0 Ctr Ctr 0.77 Top Chords G MT20 4.Ox 6.0 Ctr 0.5 0.86 A -M 0.47 1127 C 0.01 0.46 F MT20 2.Ox 4.0 Ctr 0.5 0.47 M -N 0.52 2741 C 0.10 0.42 N -O 0.49 3361 C 0.10 0.39 REVIEWED BY: O -P 0.76 3361 C 0.21 0.55 MiTek USA, Inc. P -Q 0.59 2735 C 0.05 0.54 6904 Parke East Blvd. Thomas A.Albani PE No.39380 Q -D 0.50 1129 C 0.03 0.47 Tampa, FL 33610 MiTek USA.Inc.FL Cert6634 Bottom Chords 6904 Parke East Blvd.Tampa FL 33610 C -L 0.03 0 T 0.00 0.03 REFER TO ONLINE PLUS GENERAL L -K 0.41 2185 T 0.37 0.04 NOTES AND SYMBOLS SHEET FOR Date. K -J 0.94 3229 T 0.47 0.47 ADDITIONAL SPECIFICATIONS. p Online Plus"®Copyright MiTek®1996-2018 Version 30.0.070 Engineering-Portrait 10/42018 1:10:46 PM Page 1 October 4,20 1 8 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 180713 FG3 1*2P 14100 140000 10000 0 0 T15257714 1067 Beach Cottage . . . HO 1-0-0 Ho 1-0-0 TC I 2-1-15 I 4-2-1 I 6-0-8 I 7-11-8 I 9-9-15 I 11-10-1 I 14-0-0 4x6 II 4x5= 4x5= #2x4 II 42x4 H 4x5= 4x5= #4x6 I A K L M N 0 P C 0- 0 -_�:i -374•M al 7A e+fi 1-0-0 i ., rt B 0 �„.:: ti. - ,.t D -J__ #2x4 H C) J I H G F 8 O#2x4 I I #6x8= 4x5= 4x5= 4x5= 4x5= #6x8- 7 N:308 N:308 R:1364 R:1364 BC 2-1-15 I 4-2-1 I 6-0-8 I 7-11-8 I 9-9-15 I 11-10-1 I 14-0-0 B 14-0-0 E. ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.417"=1' MiTek® Online Plus'. APPROX. TRUSS WEIGHT: 79.0 LBS Online Plus -- Version 30.0.070 I -H 0.65 5115 T 0.48 0.17 Girder Common RUN DATE: 04-OCT-18 H -G 0.74 6053 T 0.57 0.17 Loading BC *************** G -F 0.65 5115 T 0.48 0.17 Span 4- 0- 0 * 2-Ply Truss * F -E 0.42 3106 T 0.29 0.13 2 COMPLETE TRUSSES REQUIRED. E -D 0.07 0 T 0.00 0.07 Fasten plies together in Webs staggered pattern. Southern Pine lumber design B -A 0.14 1250 C Connector Rows Spacing values are those effective A -J 0.78 3293 T TC 10d Gun Nails 1 12.0 in 06-01-13 by SPIB//ALSC UON J -K 0.10 949 C BC 10d Gun Nails 1 12.0 in CSI -Size- ----Lumber---- K -I 0.50 2129 T WB 10d Gun Nails 1 8.0 in TC 0.30 2x 4 SP-#1 I -L 0.06 563 C 10d gun nails (0.131"x3") BC 0.74 2x 4 SP-#1 L -H 0.28 1205 T must be installed as noted WB 0.78 2x 4 SP-#3 H -M 0.02 205 C above, as each layer is G -N 0.02 205 C applied. Brace truss as follows: G -O 0.28 1205 T Design checked for 10 paf non- O.C. From To F -O 0.06 563 C concurrent LL on BC. TC Cont. 0- 0- 0 14- 0- 0 F -P 0.50 2129 T Use properly rated hangers for or 48.0" 0- 0- 0 14- 0- 0 E -P 0.10 949 C loads framing into girder BC Cont. 0- 0- 0 14- 0- 0 E -C 0.78 3293 T truss. or 120.0" 0- 0- 0 14- 0- 0 D -C 0.14 1250 C This truss must be installed as shown. It cannot be psf-Ld Dead Live TL Defl -0.34" in H -G L/473 installed upside-down. TC 20.0 40.0 LL Defl -0.18" in H -G L/915 NOTE: USER MODIFIED PLATES BC 5.0 0.0 Shear // Grain in L -M 0.12 This design may have plates TC+BC 25.0 40.0 selected through a plate Total 65.0 Spacing 24.0" Plates for each ply each face. monitor. Lumber Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area Max comp. force 6053 Lbs Plate Duration Factor 1.00 Plate - MT2H 20 Ga, Gross Area Max tens. force 6053 Lbs Fb Fc Ft Emin Plate - MS1B 20 Ga, Gross Area Connector Plate Fabrication TC 1.00 1.00 1.00 1.00 Jt Type Plt Size X Y JSI Tolerance = 20% BC 1.00 1.00 1.00 1.00 A MT20 4.Ox 6.0 Ctr Ctr 0.92 This truss is designed for a K MT20 4.Ox 5.0 1.2 Ctr 0.87 creep factor of 1.5 which Total Load Reactions (Lbs) L MT20 4.Ox 5.0 0.8 Ctr 0.53 is used to calculate total Jt Down Uplift Horiz- M# MT20 2.Ox 4.0 Ctr Ctr 0.12 load deflection. B 1365 NI MT20 2.Ox 4.0 Ctr Ctr 0.12 D 1365 0 MT20 4.Ox 5.0-0.8 Ctr 0.53 P MT20 4.Ox 5.0-1.2 Ctr 0.87 Jt Brg Size Required C# MT20 4.Ox 6.0 Ctr 0.1 0.94 B 3.5" 1.5" B# MT20 2.Ox 4.0 Ctr Ctr 0.20 D 3.5" 1.5" J# MT20 6.Ox 8.0-2.2-0.1 0.96 I MT20 4.Ox 5.0-1.2 Ctr 0.87 LC# 1 Girder Loading H MT20 4.Ox 5.0-0.8 Ctr 0.53 Dur Fctrs - Lbr 1.00 Plt 1.00 G MT20 4.Ox 5.0 0.8 Ctr 0.53 plf - Dead Live* From To F MT20 4.Ox 5.0 1.2 Ctr 0.87 TC V 40 80 0.0' 14.0' E# MT20 6.Ox 8.0 2.2-0.2 0.98 BC V 35 40 0.0' 14.0' D# MT20 2.Ox 4.0 Ctr Ctr 0.20 Plus 2 Unbalanced Load Cases # = Plate Monitor used Plus 1 LL Load Case(s) REVIEWED BY: Plus 1 DL Load Case(s) MiTek USA, Inc. 6904 Parke East Blvd. Membr CSI P Lbs Axl-CSI-Bnd Tampa, FL 33610 Top Chords A -K 0.11 3106 C 0.03 0.08 REFER TO ONLINE PLUS GENERAL K -L 0.22 5115 C 0.09 0.13 NOTES AND SYMBOLS SHEET FOR L -M 0.30 6053 C 0.12 0.18 ADDITIONAL SPECIFICATIONS. M -N 0.29 6053 C 0.12 0.17 N -O 0.30 6053 C 0.12 0.18 NOTES: Thomas A.Albani PE No.39380 O -P 0.22 5115 C 0.09 0.13 Trusses Manufactured by: MiTek USA,Inc.FL Cert 6834 P -C 0.11 3106 C 0.03 0.08 RIDGWAY ROOF TRUSS 6904 Parke East Blvd.Tampa FL 33810 Bottom Chords Analysis Conforms To: Date: S -J 0.07 0 T 0.00 0.07 FBC2014 J -I 0.42 3106 T 0.29 0.13 TPI 2007 Online Plus"'C Copyright MTeh®1996-2018 Version 30.0.070 Engineering-Portrait 10/42018 1:10:46 PM Pape 1 October 4,2018 . ONLINE PLUS GENERAL NOTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING 11 Center plates on joints ( 3X2, 4X2, 6X2 ) Designates the location for continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members / MAWin plate list or on drawing. only.CLBs must be properly 11* Dimensions are given in anchored or restrained to prevent s inches(i.e.1 1/2"or 1.5") imultaneous buckling of adjacent or IN-16ths(i.e.108) (W) =Wide Face Plate truss members. (N) =Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in NEMWhen truss is designed to 3x5 II the width measured FT-IN-SX(i.e.6'8.5"or =� bear on multiple supports, � perpendicular to slots. 6-08-08).Dimensions less interior bearing locations on The The second dimension is than one foot are shown X should be marked on the NH* the length measured in IN-SX only(i.e.708). ,-- truss.Interior support or parallel to slots.Plate temporary shoring must be orientation,shown nextin place before trusses are to plate size,indicates direction of slots in 6-08-08 t W=Actual Bearing installed.If necessary,shim Width(IN-SX) bearings to assure solid connector plates. . .i`708 R=Reaction(lbs.) contact with truss. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the of truss at each joint.Center the plates, unless erection of trusses,field bracing or permanent indicated otherwise. No loose knots or wane in plate truss bracing. Refer to"Building Component Safety contact area. Splice only where shown.Overall spans Information"(BCSI 1)as published by Truss Plate assume 4"bearing at each end, unless indicated Institute,218 North Lee Street,Suite 312,Alexandria, otherwise.Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and"dominoing". Care lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storage,shipping and erection.Top and bottom chords with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of refer to common wire nails,except as noted.The others to ascertain that design loads utilized on these attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed with"National Design Specifications for Wood by the structure and the live loads imposed by the local Construction"(AF&PA), "National Design Standard building code or historical climatic records.When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI/TPI 1),and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS& LOADS, CONFORM TO ARCHITECTURAL PLAN/SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. MI MiTek USA, Inc. mit6904 Parke East Blvd. Tampa, FL 33610-4115 FsIliTek IR Fax: 813-971-6117 C. O ON 8 O oc F_ LU 32' C) r5 SETBACK—; --5'SETBACK— Wl Q C) o \7 /,,,z„/ �, /////.. / /7/f/7/ //7//7/ /7l./7/7/ 7,7/,7/ /77//x;/ ////,f// /�,�//// /7/x/77/ ,„,„„- /7/f//I /7//////,, U O��f', /�� / / / / / / / / / .R1?/ A �”Q A I ! m �' R / il rs. \ c.$) / // / .o- lopi ,�• / j S ; / / H m1 // Dz Lm0 �0 / / / / // / fi /7/7 777 7/ //72/ ////)/77 //////i? //Z./ /7 //////// 7/17/77/ 77///77/77/7 /7/5 /77777/ /777 $77 /777 /\ __ i 1 A ArreNTIOF.A - ';1 1 LEM IOW 1,4 _, '...4 . 0f Life_ ,� ,� �w�m� O'DiSCLAIMERO � p�y g y - _ - --vNLn i f irr. PLUMBING/HVAC OPENINGS 0 0 ixro+wu `lo.,: J g.. n� FUMING pLR Zee".; :1for ARE TME R15PON51BNTY Or ,— x ' I,.6„ sLorl9 COLING THE CONTRACTOR OR OWNER mwT.c.w.mmn. 'T ''a'; 1 1 _ TO VERIFY ALL LOCATIONS $ Inns 3 12 m. :;:.:.�:” nAr c G BEFORE BUILDING TRUSSES .um c 1 J.Y.CnrJr4c—� ^1•m^!I^ ��ITX E[�4NG n[G1I� BEARING pap Uo IUM u ,w.w. BEARING AND SETTING TRUSSES. .. TflC ,11,COM,CV. UK zmNl of L +.ypxlaww mef0 Inr. .w� d 'i.; , CITY OF ATLANTIC BEACH r‘-. A 800 Seminole Road 15: zr Atlantic Beach,Florida 32233 iv) REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 10 ,s l la, Revision to Issued Permit /orrectjons to Comments Permit#ik CC.' 18 Project Address `Q(.nl ,Q V-4-1or L ---6(1)Q Contractor/Contact Name (4r p3 tpa1.1C 1 Dfl Phone et014 5115 9 In- 1 Email day Y a 4 31 @ leis I p4 Description of Proposed Revision/Corrections: Permit Fee Due$ /t/e w v•J,.(►;,ig a-5 ,'-Gr- , /..0,r.S liekk o ad , n Per: 4 cts t-€10 es-4 b 1 al,Lk. Cafe(i c_041_..„`. 4— BOG two ss C.s Additional Increase in Building Value$ fr/,A Additional S.F. ,,/teIg- By signing below,I sLa-ev-c P G 3r., . W affirm the Revision is inclusive of the proposed changes. (printed name) a- iod e /0.V/Sinature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ing L---- S___.--BuilncHa ., & Zoning Reviewed By Tree Administrator Public Works io /25-y.te Public Utilities .Public Safety Date Fire Services Building Permit Application Updated 12/8/17 ', City of Atlantic Beach oal,fr 800 Seminole Road,Atlantic Beach,FL 32233 ii Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 10�1 �eCial tictQ, ! \j L t10..(24Rermit Number: Legal Description to•1-1U-2S- 2 11 kilori1*C. '1PccCh Lam' 1 131k41 RE# 1 -1021.61 -0006 Lond5 Lyi m Ely *'h2rc - 'r, 94tce 13 Valuation of W (Replacement Cost)$ Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: /tie A/ 0,,41,'4/,,,4 q $ r.t r jo/sus' Florida Product Approval# for multiple products use product approval form Property Owner Information Name: I NDKRIIS EMPOQIU \ Inc, Address:P O 1j'Y 66o 4%48 City A 4c n}i C ' enC:h State fi L Zip 32233 Phone etaq 2.41 11b1 E-Mail E(f Cid I1 i bt1 k d25 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information / Name of Company: s rt C14,.,474/',c--�� /''"'-7-;4QualifyingAgent: 1. -e, 6-. S'.>T ' Address /S37 ",-,e.,h.,6„4., ,Qo ', City a7wvc ,( �. Stateo Office Phone 7a 4'— Sic - 03rs- �7- Zip 3Z-Z-s— Job Site/Contact Number S's'S —Sio-7 ,.1 State Certification/Registration# C',('c-/2sO66� E-Mail /Jr,-e / / ' 7/ de,04,e.//5-.., ‘./7L/ ; 1,-...e Architect Name&Phone# -�H.a Ze,4.,4 Q- Q55- 4', Engineer's Name&Phone# 'O1 Is./.c 74s-.,..•., I-- jam:, ,..,A kas Workers Compensation a,fa ,...--4,=-,--‘• .-7-/y- idy- Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAI Fl k'ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO r, YOUR NOTICE OF COMMENCEMENT. �, / (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this 11 day of Signed� and sworn to or affirmed)before me this 1' day of 0.:.- b2C ,aol$ , by fN ` ;• 'd,_c- OIC' , t . byTL\Y /Q1Siv)1*1'1 (Si:nature of Notary (Signatlure of Not.ry) ]Personally Known OR Sa `C ]Personally Known OR [ ]Produced Identific ,R+," ' — Type „,\;.4'4,;,.,,," STEFANI SERNA [ lProducedldentification yp of Identification Type of Identification: , ;2� V'�si . BSALCAN , .State of Florida-Notary-Pubtic i.',Ori II : Notary Public-StateeFlorida *= Commission # GG 235032 -•, _.V ';� f l l�a= _ rry, r Commission 4 FF 229545 My Commission Expires , ' ?�oF�_,,, M Comm,ExpiresMa 11,2019 `� July 04, 2022 i ya.. ,,. Y Y NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. 170267-0000 State of FLORIDA County of DUVAL To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 61'625]9E.t]]ATLAIOX BMX]LOT]BLN at a LIDS LYING ELY THEREOF BEINGS PARCEL B RECO 0111]13]32 Legal description of property being improved: Address of property being improved: 1067 BEACH AVE, ATLANTIC BEACH, FL 32233 General description of improvements: 1\1Qu3 biAo'hy\,s pka nS Owner MANDARIN EMPORIUM, INC. Address P.O. BOX 330448, ATLANTIC BEACH, FL 32233-0448 Owner's interest in site of the improvement OWNER Fee Simple Titleholder(if other than owner) n Name , y Address Contractor �2 C_� ' ,n 3k Y1..kC.k C'` Address 153 , '�-p n_Ck}1 ac.,L h`►l la 130e 0.C;,i1 L 3zZ�b Phone No. - N"f -S 45 c: 10'1 Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself or herself,designated by owner upon whom notices or other documents may e served: Name Address Phone No. Fax No. In addition to himself or herself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name \\'\ \' Address `\v\ Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is• e % ear from the date of recording unless a different date is specified): .,;5,•, 1,,,N THIS SPACE FOR RECORDER'S USE ONLY r;./ OWNER 7�,=��`' Signed: DATE GOOr ,' /D Before e th.- day of TICTIT `7' in th ounty of Duval State of Fl!ida�.I�as personally appeared o Inr �1 Y�LCJ herein by o o himself/herself and affirms that all statements and declarations herein 3 3 — are true and accurate N Br w 110 T g z Notal:11ic at Larg:Ste of "a County of 611VIC My commission ex ire 1 ' • ' o Personally Known Ni r Produced Identification — City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) j800 Seminole Road ii ��Atlantic Beach, Florida 32233-5445�.l v�Phone(904)247-5826 • Fax(904)247-58454 itE-mail: building-dept@coab.us Date routed: / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I C 67 2R ..„,“ Au,L. _ De.artment review required Yes No 4 Building Applicant: (_E S 2_Q , T •lin. &Zoning— Tree oning _- [ Tree Administrator _- Project: L OT TA-c L l_-+_Ca/t/ __, .rWorks .1n.71Mak E-K. (.0 Z I 1 .) 111 (-7 ( 1r-1 t AD C� 'ublic Safety Fire Services -- Review fee $ Dept Signature o • \5 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 1/49 Florida Dept. of Environmental Protection "\\ G, Florida Dept. of Transportation �` St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. Not applicable (Circle one.) Comments ,r n/ /� BUILDING v, a , ...57 ,(,. lacy► 1 U^/Ille t ,./.4., f,� 5 PLANNING & ZONING Reviewed byes— Date: - ZO" 15" TREE ADMIN. Second Review: Approved as revised. [1Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I (Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 poPrt `tea• ^.�' STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management 2600 Blair Stone Road-Mail Station 3522 Tallahassee,Florida 32399-2400 (850)245-8336 O' L• �prlLil P,O GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: DU-541 GP Mandarin Emporium,Inc. Permit Expires: June 19,2020 do Kevin Partel,President Coastal Consulting and Restoration,PA 4230 Myrtle Street St.Augustine,Florida 32084 You are hereby granted fmal 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 14-foot by 32-foot two-story detached landward garage and other minor activities, landward of the General Permit Line, with maximum seaward construction approximately 45 feet seaward of the coastal construction control line. Project Location: Between approximately 280 feet and 310 feet South of the Department of Environmental Protection's reference monument R- 48, in Duval County. Project Address: 1067 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. General Conditions. (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 pre-construction 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 pre-construction 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(19),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. (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 fmal certification shall be submitted using DEP Form 73-115B (Updated 7/05), entitled "Final Certification", which is hereby incorporated by reference. Questions regarding this notice should be directed to the undersigned at the above address. 6/19/2018 Keith Davie,Permit Manager Date 6/19/2018 Dep lerk Date KLD/anl cc: Trey Hatch,Field Inspector-trev.hatch(a dep.state.fl.us Kevin Parte',Agent-kevinpartel@,gmail.com Mandarin Emporium,Inc,Property Owner-Ehionides(a),petrajax.com Dan Arlington,City of Atlantic Beach Building Official-darlington(a,coab.us Post Conspicuously on the Site bs@petraj,ax.com From: Elias Hionides <ehionides@gmail.com> Sent: Tuesday,June 19, 2018 4:04 AM To: Rich Trendel; bs@petrajax.com; stefaniserna@outlook.com Subject: Fwd: Permit Number- DU000541 GP- Electronic Notification of receipt of a request for authorization by the Florida Department of Environmental Protection, Division of Water Resource Management. Elias Hionides 0 V y I ��i hionides@petrajax.com 1904-894-6620 IMMIIIIIMMIIIIIIINIIMM Flare Offices v 0: 904-241-1151 I F:904-241-0678 0_ Q petrajax.com�__—_— __ l IIMMIIIIIIMINRIMPINIMINIIIIIIIIn -- This e-mail message may contain confidential or legally privileged information and is intended only for the use of the intended recipient(s).Any unauthorized disclosure,dissemination,distribution,copying or the taking of any action in reliance on the information herein is prohibited.E-mails are not secure and cannot be guaranteed to be error free as they can be intercepted,amended,or contain viruses.Anyone who communicates with us by e-mail is deemed to have accepted these risks.Petra Management is not responsible for errors or omissions in this message and denies any responsibility for any damage arising from the use of e-mail.Any opinion and other statement contained in this message and any attachment are solely those of the author and do not necessarily represent those of the company Begin forwarded message: From:<epost DWRM Permits@dep.state.fl.us> Date:June 18, 2018 at 23:06:03 GMT+3 To: <Kevinpartel@Rmail.com>,<Ehionides@petraiax.com> Cc:<keith.davie@dep.state.fl.us> Subject: Permit Number-DU000541 GP-Electronic Notification of receipt of a request for authorization by the Florida Department of Environmental Protection,Division of Water Resource Management. Owner Name: Chris Hionides Owner Company: Mandarin Emporium, Inc Agent Name: Kevin Partel Agent Company: Coastal Consulting& Restoration Permit (Application) Number: DU000541 GP Application Received Date:06/18/2018 Project Name: Hionides,addition of 2 story habitable garage Project Location: 1067 Beach Ave.,Atlantic Beach, FL 322331 1 Dear Applicant: Thank you for submitting your request for authorization to the Department regarding the above referenced project. I am currently reviewing your request and will contact you as soon as possible. The Department values your time and wants you to know that we are working to streamline our review process and reduce the overall time needed to authorize activities. Please feel free to contact me if you have any questions. I may be contacted at keith.davie@dep.state.fl.us or(850) 245-7666. If you feel you have received this email in error or if you have any questions please contact me. Thank you and I look forward to working with you. Regards, Keith Davie [Dep Customer Survey]<http://survey.dep.state.fl.us/?refemail=epost DWRM Permits@dep.state.fl.us> 2 si.Aptrj City of Atlantic Beach Js .: )� Community Development Dept. `°< J 800 Seminole Road j' fi Atlantic Beach, Florida 32233 Telephone(904)247-5826 " pgt9% www.coab.us June 14, 2018 Re: 1067 Beach Avenue DEP Letter Mr. John Zona, The City of Atlantic Beach did a preliminary review of your plans for a two-story,detached garage with an exterior staircase and second floor access on the north side of the building to be located west of an existing single family home at 1067 Beach Avenue. All lighting is required to be sea turtle friendly. Drawings provided show that the detached garage comply with all setback and height requirements. Based on this, the proposed construction does not contravene any local setbacks or zoning codes. This letter does not constitute an approval by the City of Atlantic Beach. The project must still be submitted to the City in a permit application and be reviewed by all applicable departments prior to approval and issuance of a permit. Please feel free to contact me at(904) 247-5841 or dreeves c coab.us if you have any questions. Sincerely, Derek W. Reeves Planner