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1 Fleet Landing Blvd. Comm18-0026 New Dining Facitity ''r%� COMMERCIAL PERMIT PERMIT NUMBER JS� COMM 18-0026 CITY OF ATLANTIC BEACH ISSUED: 5/8/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 11/4/2019 MUST CALL INSPECTION PHONE91 + ) 247-5814 BY + PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORMTO THE CURRENT • 1 OF • ' + BUILDING • AND OF + NTIC 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: 1 FLEET LANDING BLVD COMMERCIAL NEW NEW DINING FACITITY $3961600.00 COMMERCIAL @FLEET LANDING TYPE OF • • GROUP: 169397 0200 SECTION LAND COMPANY: ADDRESS: Lecesse Construction T.G. Lee Blvd 4135 Orlando FL 32822 Services, LLC • ADDRESS: NAVAL CONTINUING CARE RETIREMENT 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 FOUNDATION 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 Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $8604.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $4302.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 4S5-0000-322-1006 0 $50.00 Issued Date: 5/8/2019 1 of 2 COMMERCIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH COMM18-0026 800 SEMINOLE ROAD ISSUED: 5/8/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 11/4/2019 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW COMMERCIAL BLDG 001-0000-329-1007 0 $75.00 PW REVIEW COMMERCIAL BLDG 001-0000-329-1004 0 $150.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $194.34 STATE DCA SURCHARGE 455-0000-208-0600 0 $129.56 ZONING REVIEW COMMERCIAL AND INDUSTRIAL USES 001-0000-329-1003 0 $300.00 TOTAL: $13,854.90 Issued Date: 5/8/2019 2 of 2 r � Revision Request/Correction to Comments *'"ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ci 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: J `0 Z(8 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Dater Z lti k) Project Address: C �L ECZ �+�/U�( ilk C� — V i (v i Contractor/Contact Name: L G CG�S C= Q n.p.S Contact Phone: 4o`7- 4 J --EEc�, nail: P 4 lel- - 4 Description of Proposed Revision/Corrections: S C-c� 1-::,\T 7 A C- (fin I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No El*Yes(additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (office Use only) APR 2 6 2019 ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: 4:65ldin nning&Zonln Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date re Services Updated 10/17/18 A tai s. �1 I_e,c. arc_ A Sense of Transmittal Community TO City of Atlantic Beach 800 Seminole Road 0 r Q 00 Z Atlantic Beach,FL 32233 ATTN Building Department DATE 8 April 2019 TRANSMISSION FedEx Overnight PROJECT Fleet Landing Main Street PROJECT NO. 153001 Please see 0 (4)sets of Full Size sheets revised in response to review comments,signed and sealed • (1)letter to the City of Atlantic Beach Zoning in response to review comments • (1)letter to the City of Atlantic Beach Building Department in response to Fire Department Review Comments • (1)letter to the City of Atlantic Beach Building Department with copies of the following supporting documents: - Product Approval Information Sheet (2) Notice of Acceptance y1xos 1 .•v APR 2 6 2019 SIGNED ANDREW KORB, Project Manager A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 1 41 4 LIN 0ERWOOD AVENUE SUITE 301 WAUWATOSA, WI 53213-2653 4 1 4.4 3 1 .3 1 31 TEL 4 1 4.4 3 1 .05 3 1 FAX WWW.A G A R C H.C O M -j y�J`f j• � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 3/25/19 Permit#: . COMM18-0026 Applicant: Lecesse Construction Services Site Address: One,Fleet Landing Blvd. Address: 5850 TG Lee Blvd. Orlando,Fl. Review: 1 Phone: 407-458-5555 RE#: Email: drobinson lecesseconstruction.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: NOTE: Foundation Only Permit# FOUN18-0005, for this project, was issued 02/05/19. Application is disapproved for the following issues: 1. Occupancy Classification is stated as A-3, but appears to be A-2; the occupancy load is stated differently on different pages and is not clear. Please provide a new Design Criteria and Code Analysis, including verification of plumbing fixture count. Please note that the Fire Marshal's Office is requesting a separate Code Analysis, per the FFPC. 2. Florida Product Approval Form is incomplete. Please provide a completed Florida Product Approval Form, including all roofing and underlayments, and soffit and outdoor ceiling materials. 3. Concrete roof tiles will require a separate permit. 4. Spray foam insulation is indicated on plans. Please provide the ES Report for the specific foam proposed and indicate, on report, options to be used, including foam, ignition barrier, and thermal barrier. 5. Please submit truss engineering, signed off by EOR as meeting his design. 6. Please provide Finished Floor Elevation(FFE). This project is in an AE-6 Flood Zone. COAB has a 2.5 Ft. Freeboard requirement, resulting in a minimum 8.5 Ft. FFE. If LOMR is planned,please advise. 7. Please complete and return the attached Floodplain Permit Form. 8. Revised pages may generate additional comments. Dan Arlington, CBO (904)247-5813 darlington@coab.us 1 Plan reviewed 10/9/2018 Returned for Corrections: The plans submitted for review have been returned for corrections. Please correct and or provide the additional requested information to obtain plans approval. When resubmitting corrected sheets, provide a type written itemized narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded, clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a"complete set" (not just the revised sheets) of electronic documents. When submitting electronic plans, each discipline shall upload a single PDF file containing multiple sheets rather than separate PDFs for each sheet. Please re-upload in this fashion. 1. Fire Code specific code summary The building code and fire code differ on occupancy types, uses, and occupant loads and can make the proper application of the code difficult. For example the building code classifies restaurants under 50 as business where the fire code classifies them as mercantile, thus the need separate code summaries. Please provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code (current edition) to include all the following information listed below. Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and clarifications. Provide required Fire Code specific code summary: Please Reference 6"' Edition Florida Fire Prevention Code Based on NFPA, 1 Fire Code 2015 Edition & NFPA 101 Life Safety Code 2015 Edition. •Occupancy type sub-classification (per NFPA 101 6.1) •Building construction type (per NFPA 101 8.2.1) •Gross square footage • Number of stories • Building height • Interior wall and ceiling finish requirements (per NFPA 101 10.2 •Allowable dead end limits •Allowable Common path of travel limits •Allowable travel distance limits •Any fire protection systems (sprinkler, fire alarm, etc.) •Statement from architect or engineers that their design to the best of their knowledge complies with the 6"' Edition Florida Fire Prevention Code (FFPC). •Also all existing building must provide classification of rehabilitation work categories per NFPA 101 43.1 Provide classification of rehabilitation work categories per NFPA 101 43.1 This information is important because the level of rehabilitation work determines how the code will be applied. The 6 rehabilitation work categories are as follows: (1) Repair (2) Renovation (3) Modification (4) Reconstruction (5) Change of use or occupancy classification (6) Addition 2. Life Safety Floor Plan: The City of Jacksonville's Fire Marshal's Office requires the submittal of a Life Safety Floor Plan for building permits for all new construction and existing building alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the required info listed below was not included in your original submittal. It is understood that all listed items may not apply in your situation. Required Occupant Load Calculation: • Provide design occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Area calculations should be shown with graphic seating configurations or fixtures in order to substantiate occupant load chosen. Exit Locations: •Designate main entrance and all secondary exits. All required exits shall terminate at a"public way". Access to the public way shall be accessible and must be via a stable, firm, and slip resistant conveyance such as a concrete sidewalk with a min. 5'x5' landing and 44" walkway. Multi story buildings should designate area of rescue with required communication means. Separation of exits using the one half (non-sprinkled) or one third (sprinkled) the diagonal distance rule should be shown on plans. Required Egress Capacity: • Egress inches for means of egress components (doors, stairs, etc.) Required measurements: (Worst case only need be shown.) • Dead end corridors measurements. •Common path of travel measurements. •Total travel distance to exits. Required separation: •Show all fire barriers, smoke barriers, and smoke partitions. All rated walls per new directive from building official wall detail needs to include UL listing and needs to confirm by architect or engineer as being accurate. Required Lock Latch details: •Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. Required Electrical Stop/Disconnect Details: •Any required Emergency stops or Shunt trips. • Main Electrical disconnects access/location. Required markings of means of egress: • Exit signs to include tactile exits signage. Required fire extinguisher Locations: • Locations per NFPA 10. Required Emergency lighting: •Show emergency illumination. 3. Occupant Load & Capacity of Means of Egress: Please re-calculate occupant load as follows: Occupant load is determined by the nature of the "use" of a building or space and the amount of space available for that"use". NFPA 101, Table 7.3.1.2 has established occupant load factors for each"use". The use of an area may differ from its occupancy classification. For example, a meeting room for fewer than 50 people in an office building is not assembly occupancy; it is business occupancy, but its occupant load is based on assembly. An occupant load is established for use in sizing the means of egress systems and in determining thresholds at which additional provisions, such as mandatory sprinklers, fire alarm, panic hardware etc. become applicable. Egress capacity and life safety features must be provided for the occupant load (expressed in number of persons)determined by dividing each"use" area of the space by the appropriate occupant load factor. The corresponding calculated occupant load must serve as the minimum starting point for egress sizing, and required life safety features regardless of whether the building operator claims that the occupant load will never reach the occupant load determined by calculation. The occupant load in any building or portion thereof assigned for use is determined by dividing the floor area assigned to that use by the occupant load factor for that use as specified in table 7.3.1.2 of NFPA 101 FFPC. PLEASE CALCULATE OCCUPANT LOAD AS FOLLOWS: 1. Determine proper occupant load factor(s) to be used per table 7.3.1.2 of NFPA 101 for each use area.. 2. Determine"net"or"gross"floor area to be calculated. 3. Calculate expected occupant load in table form showing each use area with each area added separately to correspond with square footages. It is understood that some unoccupied areas such as bathrooms, corridors, and small circulation areas in front of exits are not figured in net square footage or occupant load calculations. In table form on life safety plan delineated by cross hatching, contrasting color etc. list square footage for each"use" area and occupant load factors being applied to its use. For"use" areas using gross square footage the gross area of a space is defined as everything within its walls. For"use"areas using net square footage, the area is determined by measuring all of the non-occupied spaces, and then subtracting this area from the gross area and applying the appropriate"use"factor. In general, "net floor area" is where the public is expected to or can assemble. Accessory areas such as bathrooms, corridors, and small circulation areas in front of exits are not figured in net square footage or occupant load calculations. When dealing with a multiple use occupancy where both gross and net area figures are given for the same building, calculations shall be made by applying the gross area figure to the gross area portion of the building devoted to that "use" for which the gross area figure is specified and by applying the net area figure to the net area portion of the building devoted to the use for which the net area figure is specified. "Use" area square footage should correspond with your occupant load calculations minus any non- occupied areas or spaces as mentioned above. Frequently used occupant load factors with examples include: •One person for every 7 square feet (concentrated use) Examples are dance floor, standing or waiting areas, and rows of non-fixed chairs. •One person for every 15 square feet (less concentrated use) Examples are non-fixed tables and chairs in a restaurant or club. •One person for every 18 linear inches of bench type seating. •One person for every 24 linear inches of standing or sitting bar top space. Please allow for a 3 foot buffer area measured perpendicularly along the length of the bar that will not be calculated in "use"area to account for space taken up by chairs. •One person for every fixed seat (seating that is secured to buildings structure). Printing :: CR479789 Page 1 of 1 Duval Counh, Cite Of Jacksonville Michael Corrigan ,Tax Collector 231 E Forsyth Street Jacksonville.FL 32202 General Collection Receipt Account No:CR479789 Date: 10/9/2018 User:Prevention.Fire Email:FirePrev Rcoj.net Feed the Homeless Application Fee Name:A G Arch Address: 1414 underwood Ave Description:Plan review for Atlantic Bch comm 18.0026 TnaC'ode IndesCode SebObjeet Gt.Acet Sobsid%o UserCode Project PrejectDd Grant GnotDtt DocNo A® nt 701 EROD01I.AD ( 34930 I , I 15000 Total Due:S1S0.00 Michael Corrigan ,Tax Collector General Collections Receipt City of Jacksonville, Duval County Account No:CR479789 Date: 10/9/2018 Feed the Homeless Applkaden Fee Name A 6 Arch Address 1414 undo wd%%c Description Plan re,iew for Atlantic Bch comm 18 0026 Total Due:SIS0.00 http://financeweb.coj.net/TCCR/printing.aspx?er=CR479789 10/9/2018 • Designated waiting spaces should not encroach on required egress width of any exit and be restricted to areas other than the required means of egress. Allowable waiting areas occupant load factor should be based off use, not to exceed 1 person for every 5 sq. ft. •One person for every 100 square feet in kitchens and employee service areas. •One person for every 500 Square feet in storage for other than storage or mercantile occupancies. Note: Please make sure that all"use"areas are factored in and shown in occupant calculation. The number calculated may or may not exceed number of actual chairs on floor plan. This number is worst case scenario and to be used for sizing number of exits, egress inches, and fire protection features. 4. Determine and show required egress inches required vs what is provided for the calculated occupant load. Provided should be equal to or greater than what is provided. IGO MIGUEL Di PIERRI Fire Safety Inspector/ CDN Reviewer JFRD PREVENTION OFFICE 515 N.Julia St.,Jacksonville, Florida 32202 Office: 904-255-8561 cell: 904-763-1290— Email: D]I'l E It 11l cit COJ.NET City of Atlantic Beach APPLICATION NUMBER w.�z Building Department (To be assigned by the Building Department.) c� 800 Seminole Road C) Atlantic Beach, Florida 32233-5445 C'0 V ,na I c'�) - x�Zt'p Phone(904)247-5826- Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 1 / Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM -Department review re uired ! Yes No Property Address: �J(�( r—LC--C--r L►4&D q uildin Applicant: L r✓CE S.�F OryS l R,L) �0 ldi ng & Zonin Tree Administrator Project: L�f--J'oN �L Public Works —7 Public Utilities _ - Public Safety_______— — 'Z_ re ervices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date _ of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. [Denied []Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: /D-4 -19 —--- ---- TREE ADMIN. Second Review: []Approved as revised. []Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES i PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. []Denied ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 A Sense of Community 8 April 2019 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,FL 32233 Attention: Dan Arlington,CBO Re: Project Name:Fleet Landing APR 2 6 2019 Building Department Plan Review Comments Atlantic Beach Permit No.: COMM18-0026 AG 153001 Mr.Arlington: In response to plan review comments dated 25 March 2019,the following is our response: BUILDING DEPARTMENT 8D 1. Occupancy Classification is stated as A-3,but appears to be A-2, the occupancy load is stated differently on different pages and is not clear. Please provide a new Design Criteria and Code Analysis, including verification of plumbing fixture count. Please note that the Fire Marshals Office is requesting a separate Code Analysis per the FFPC Response: The correct Occupancy Classification is A-2. An updated Code Analysis has been provided on revised Life Safety Plan Sheet LSM-1 including plumbing fixture count as well as code requirements per the FFPC. 02. Florida Product Approval Form is incomplete. Please provide a completed Florida Product Approval form, including all roofing and underlayments,and soffit and outdoor ceiling materials. Response: Attached to this response, please find a Product Approval Information Sheet as well as both low-slope membrane and clay tile roofing information. Contractor shall apply for the appropriate permits. 803. Concrete roof tiles will require a separate permit Response: Acknowledged. 04. Spray foam insulation is indicated on plans. Please provide the ES Report for the specific foam proposed Eugene R.Guszkowski,aJ and indicate,on report, options to be used, including foam,ignition barrier,and thermal barrier. Response: Attached to this response,please find technical information for the spray foam insulation and John Joseph Cronin.AIA the BASF DC-315 thermal barrier. Anthony J.Luciano.P.E. 905 Please submit truss engineering, signed off by EOR as meeting his design. Tracey R.Schnick,AIA Response: Roof trusses are a delegated design component and the design drawings are in progress. Roof Cynthia A.Lo N.CPA trusses,signed off by the EOR shall be submitted separately. William Hochlcr.AIA 8D6 Please provide Finished Floor Elevation(FFE) This project is in an AE-6 Flood Zone. C0A9 has a 25Ft AnnM. D'Acqui;to..AIA Freeboard requirement,resufting in a minimum 8 5 Ft FFE if L OMR is planned,please advise. Eric Robert I larrmann Response: The Civil Sheet C2.8 which indicates that the FFE=11.60 NGVD(10.50 NAVD). Civil drawings Andrew Korb,ALA were previously submitted and approved under the PUD application 17-REZN-389. Michael A.Miller,ALA Russell R.McLaughlin,AIA David A.Trinkner 1414 UNDERWOOD AVENUE SUITE 301 WAUWATOSA. WI 53213 - 2653 414.431.3131 TEL 414.431.0531 FAX WWW.AGARCH.COM AG ARCHITECTURE INC. t Page 2 Project Name: Fleet Landing Building Department Plan Review Comments Atlantic Beach Permit#:COMM 18-0026 AG 153001 8 April 2019 807. Please complete and return the attached Floodplain Permit Form. Response: Floodplain Permit Form will be completed and returned separate via email. 8D8. Revised pages maygenerate additional comments. Response: Acknowledged. Should you have any questions or comments to these response items,please contact me. Very truly yours, AG ARCHITECTURE, INC. ANDREW J. KORB,AIA EUGENE R. GUSZKOWSKI,AIA Senior Associate Senior Principal j J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD !J �r ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 3/25/19 Permit#: COMM18-0026 Applicant: Lecesse Construction Services Site Address: One, Fleet Landing Blvd. Address: 5850 TG Lee Blvd. Orlando, Fl. Review: 1 Phone: 407-458-5555 RE#: I I I Email: drobinson lecesseconstruction.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: NOTE: Foundation Only Permit# FOUN18-0005, for this project, was issued 02/05/19. Application is disapproved for the following issues: 1. Occupancy Classification is stated as A-3,but appears to be A-2; the occupancy load is stated differently on different pages and is not clear. Please provide a new Design Criteria and Code Analysis, including verification of plumbing fixture count. Please note that the Fire Marshal's Office is requesting a separate Code Analysis, per the FFPC. 2. Florida Product Approval Form is incomplete. Please provide a completed Florida Product Approval Form, including all roofing and underlayments, and soffit and outdoor ceiling materials. 3. Concrete roof tiles will require a separate permit. 4. Spray foam insulation is indicated on plans. Please provide the ES Report for the specific foam proposed and indicate, on report, options to be used, including foam, ignition barrier, and thermal barrier. 5. Please submit truss engineering, signed off by EOR as meeting his design. 6. Please provide Finished Floor Elevation(FFE). This project is in an AE-6 Flood Zone. COAB has a 2.5 Ft. Freeboard requirement,resulting in a minimum 8.5 Ft. FFE. If LOMR is planned,please advise. 7. Please complete and return the attached Floodplain Permit Form. 8. Revised pages may generate additional comments. Dan Arlington, CBO (904)247-5813 darlington@coab.us 1 O��^/Cc// 604 P-( 1Z �,q�v OS. F BASF Technical Data Sheet We create chemistry ENERTITEV G LOW-DENSITY, OPEN-CELL INSULATION pFRrRIPTION- ADDITIONAL TESTING.APPROVALS&CERTIFICATIONS: ENERTITE G is a two-component low-density open-cell spray polyurethane foam system designed for use in residential construction and common commercial • ASTM E 84(Class 1)with Product Listing Insulation appficabons. ENERTrrE G is cerripattUe ,ivith most ccirnminn construction materials.but can only be processed with ELASTOSPRAI't`8000A • NFPA 285 complying assemblies available Isocyanate The benefits of ENERTITE G include • Fire Resistant assemblies available • INTERTEK Code Compliance Research Report CCRR-1032 . Eu�:r:or:raulctic: • Non-fibrous • Thickness Is not limited when Installed behind a code-prescribed thermal • Sound control barrier(per ICC-ES AC377) • Approved for certain Attic&Crawl Space Installations with and without prescriptive ignition bathers per ICC-ES AC377,Appendix Al 2 2 and TYPICAL PROPERTIES'": Appendix X PROPERTY METHOD ENERTITE G • CRITICAL RADIANT FLUX(attic insulation) PROPERTY METHOD ENERTITE G Resin: Critical Radiant Flux. ASTM E970 0 26 W icm' Specific Gravity(g 7U'F ASTM D 1638 1 135 4-In foam thickness Viscosity @ 77'F(cps) Brookfield 350 Critical Radiant Flux. ASTM E970 0 25 W ism' Cured Foam: 6-In foam thickness Density.core(pct Q 4'lifts) ASTM D 1622 0.5(nominal) Open Cell Content(%) ASTM D 6226 >9() AIR LEAKAGE Thermal Resistance(aged) PROPERTY METHOD ENERTITE G R-value(r12 hr'FrBtu in)" AS t M 0518 3.9 1 in @ 1-in thirir Air Leakage. ASTM F 2R3 <n n2 3.7 I in @ 4-in Mick 3 5-m foam thickness Response to Thermal and Humid Aging (Us'm'@ 75 Pa%P) (%linear change) 158'F 197%RH/168 hrs ASTM D 2126 <-2.0 • GREENGUARD and GREENGUARD Gold Certification for VOC emissions Water Absorption(vul%) ASTM D 2842 -40% • Mects the requirements of CDPH Section 01350 for VOC emissions and Tensile Strength ASTM D 1623 5.9 psi formaldehyde Water Vapor Transmission— • Mold resistant per AS I M C 1338—-Ness"rating(no growth) 3 5-m foam thickness Permeability(Perm-inch) ASTM E 96 59(Calculated) ADDITIONAL INFORMATION: Permeance(Perm) ASTM E 96 16.9 Surface Buming Characteristics Odor level of spray polyurethane foam is dependent or proper application using Flame Spread Index"' ASTM E a4 _25 the recommended processing parameters and proper ventilation. Smoke Developed Index ASTM E 84 <450 Caution - Facture to follow the application precautions safety data sheet Information as well as accepted Industry practices (www spraypolyurethane org) (1)These physical property values are typical for this material as applied at our development may result in unwanted foam physical properties and applications that may not facility under controlled conditions SPF perforrraw'e and actual phyoral pmpemes will vary provide the desired results This also Incudes unwanted health risks such as with differences in application(ie.ambient conditions,process equipment and settings material Mmi mhpiA •tr i A­moue "hemi nnWiiihe i mmt—Aine ithnidA M­•A:K Ii AW—aNNvinr possible respiratory Issues, sensitization or eye Irritations such as blue haze for the purpose of evaluation. Physical property specifications should be determined from actual applicators and workers located In the area being sprayed. A full understanding of production malenai the foam processing and all safely risks must be completed before spraying Call The above data was collected from samples prepared using equipment configurations our BASF spray foam team if you have questions 800-706-0712 pertinent to lab mnurbunti Parameters can be obtained upuo request by calling 800-706-1712 (2)The data con shows the R value Y this msulation 'R-means res+starx to^eat Sow The Please Contact your local Sales or Techn;cal Representative for specific questions hgher the R-vane,the greater the insulating power Compare instilahon R-values before you regarding ENERTITE G properties,approvals.or certifications buy There are other factors to consider The amount of insulation writ depend upon the climate. the type and size of your house,and the fuel use patterns and family size If you buy too much Insulation it will cost you more than what you will save on fuel To achieve proper R-values.It is essential that this msulation be installed properly (3)This numerical flame spread rating does not reflect hazards presented by this or any other mA,en.1.no_.Mi lsl em—4iti— onlyi ri.rhena,nam cya,- i,h nidA nnr M Ina­"—o and must be protected by a minimum 15-mnule thermal barrier or other code-compliant matenal 141 ASTM E 84 Is a test designed for sample thickness up to four(4)Inches. NFPA 286 Is a as allowed by applicable budding coders)and Code Officials. Building Godes provide guidelines budding code recognized alternative test conducted on large-scale assemblies to evaluate foam representing minimum requirements Further information is available at thickness in excess of four(4)inches as permitted lin 2012 IBC Section 2603 10:2006 8 2009 Consult all Authorities Having imsdictknn (AHJ) over an area fit additional .x sow-ier IBC Section 2603 9 2009 6 2012 IRC Section R316 6 2006 IRC Section R314 6 iequirerrcrls prior to beginning any project BASF Corporation 1703 Crosspoint Avenue Houston, TX 77054 I (800)706-0712 Revision Date October 10 2017 www.spf.basf corn Page 1 of 2 - ENERTITEik G LOW-DENSITY OPEN-CELL INSULATION GENERAL INFORMATION. ENERTITE G is a spray polyurethane foam (SPF) system Intended for In addition to reading and understanding the SDS,all contractors and installation by qualified contractors trained in the processing and application applicators must use appropriate respiratory.skin and eye Personal Protective of SPF systems, as well as the plural-component polyurethane dispensing Equipment(PPE)when handling and processing polyurethane chemical equipment required to do so Contractors and applicators must comply with systems. Personnel should review the following documents published by all applicable and appropriate storage. handling. processing and safety Spray Polyurethane Foam Alliance(SPFAI:AX-171 Course 101-R Chapter 1' guidelines BASF technical service personnel should be consulted in all Health Safety and Environmental Aspects of Spray Polyurethane Foam and cases where application conditions are questionable Coverings sLratl:,iy.,r ENERTITE G has an estimated theoretical yield range of 17,000-21,000 board feet per set Actual yield performance can be in excess of or below the Also,the following document is available from the Center for the referenced estimated theoretical range based on factors affecting density Polyurethanes Industries(CPI):Model Respiratory Protection Program for including, however. not limited to multiple lifts. spray pass thickness, Compliance with the Occupational Safety and Health Administration s substrate texture substrate temperature overspray loss windy conditions Respiratory Protection Program Standard 29 C F R. §1910 134 altitude container residue, equipment characteristics 8 temperatures, applicator technique, etc For help estimating yield for this and other spray As with all SPF systems. Improper application techniques should be avoided foams please consult Spray Polyurethane Foam Alliance s SPFA-121 SPF Examples of Improper application techniques include, but are not limited to Estimating Reference Guide excessive thickness of SPF.off-ratio material and spraying Into or under rising CAUTIONS AND RECOMMENDATIONS SPF Potential results of improperly installed SPF indude dangerously high reaction temperatures that may result in fire and offensive odors that may or ENERTITE G is designed for an application rate of '1, Inch minimum to 6 may not dissipate. Improperly Installed SPF must be removed and replaced inches maximum per pass Once. Installed and material has cooled, it is with properly Installed materials. possible to add additional applications in order to Increase the overall Installed thickness of SPF Thicker Installations are allowed based on large scale LARGE MASSES of SPF should be removed to an outside safe area. cut into testing. Please see ESR-3102 for additional Information. This application smaller pieces and allowed to cool before discarding into an appropriate trash procedure Is In compliance with the Spray Polyurethane Foam Alliance receptacle ISPFA) ENERTITE G Is NOT designed for use as an EXTERIOR roofing system Ail areas that are sprayed incorrectly or result in A only material.B only BASF offers a separate line of products for exlenor roofing applications For material,improperly mixed or off ratio materials,too thick of an application or more Information please Contact your sales representative two quick of a thickness build up are to be removed and replaced with property processed spray foam. All cleaning solvents and others materials Cold-storage structures such as coolers and freezers demand special design are to be captured and property disposed of and not left at the lob site. considerations with regard to thermal insulation and moisture-vapor drive ENERTITE G should NOT be Installed in these types of constructions unless SPF insulation is combustible High-intensity heat sources such as welding or the structure was designed by a design professional for specific use as cold cutting torches must not be used in contact with or in close proximity to storage ENERTITE G or any polyurethane foam The Insulation must not be used in areas that have a maximum service temperature greater than 180°F(82'C) ENERTITE G is designed for installation in most standard construction configurations using common materials such as wood and wood products, SHELF LIFE AND STORAGE CONDITIONS metal and concrete. ENERTITE G has performed successfully when sprayed onto wood substrates down to 40°F using special cold weather application ENERTITE G has a shelf life of approximately techniques For heat sink-matenals such as metal or concrete.ENERTITE G nopene Six tai months from the date of can be sprayed onto substrates down to 50'F, using a flash pass method manufacture when stored i original,unopened containers at covered. se with BASF recommends the use of mock ups or sample spray before starting the all industrial chemicals, this t sunk should be stored m a covered. secure full-scale project This will provide an opportunity to see how all materials are location and never in direct sunlight Storage temperatures above the installed and evaluate their properties prior to proceeding recommended range will shorten shell life Storage temperatures above the recommended range may also result in elevated headspace pressure within packages Climate A side,B side.Hose Temp Proportioner set pressure (Adjust in+1-5'increments ("yng on-sure) LIMITED WARRANTY INFORMATION-PLEASE READ CAREFULLY: Colder 125`F-135`F 1150-1450 psi ig00-1200 Ps,i The information herein Is to assist customers In determining whether our 05`F- 125 F 1 t products are suitable for their applications Our products are only intended for Warmer 50- 1450 psi(goo-12ou iK sale to industrial and commercial customers Customer assumes full responsibility for quality control, testing and determination of suitability of Foam plastic materials installed in walls or ceilings may present a fire hazard products for its intended application or use We warrant that our products will unless protected by an approved, fire-resistant thermal barrier with a finish meet our written liquid component specifications We make no other warranty rating of not less than 15 minutes as required by building codes Rim of any kind.either express or implied,by fact or taw,including any warranty of joistslheader areas, In accordance with the IRC and IBC. may not require merchantability or fitness for a particular purpose Our total liability and additional protection Foam plastic must also be protected against Ignition by customers exclusive remedy for all proven claims is replacement of code prescribed or property tested materials in attics and crawl spaces See nonconforming product and in no event shall we be liable for any other relevant Building Codes and www iccsafe org for more information damages While descnpbons.designsdata and infid"nabor contaned herein are presented in good faith and believed to be accurate they are provided for guidance only Baiauae many factor,may affect processing or appiiatiun,use.BASF rewinmends that the leader make tests to determine the suitability of a product for a particular purpose prior to use No warranties of any kind either expressed or implied,including warranties of merchantability or fitness for a particular purpose.are made regarding products described or designsdata or information set forth,or that the products designs data or information may be sued wttrout infringing the intellectual Droverty nghts of others In oo rase shall the descrobons informauun,data ur designs provided be considered a par of BASF s terms and Conditions of sale Further the descriptions designs data and information furnished by BASF hereunder are given grabs and BASF assumes no obligation or tabridy for the description designs,data or information given or results obtained all such being given and accepted at the reader s risk warring t nese Products a+ne used in prepare a variety,of pdyurethane products Polyurethanix are nrgernr-mMtenals and muD.- Revision Date October 10, 2017 considered combustible Page 2 of 2 ice r Qhs Fire Technology To A Higher Power ICC-ES ESR-3997 7pw FIRE • SHELL F10E Technical Data Sheet PRODUCT NAME LIQUID PROPERTIES&PHYSICAL CHARACTERISTICS I FireShell F10E is a proprietary thermal bamer P operty Value Test Method coating manufactured by TPR2 Corporation with the i Viscosity. 110-140 KU ASTM D562 following equivalent part numbers and trade names. Solids%by Volume: 68%(+/-3%) ASTM D2697 Weight Per Gallon 115 lbs (+a 0 3) ASTM D1475 • FireShell TB I VOC <50 g/L Method 24 FireSheii,iMTG ToxicityiSolvents: Non-toxic,water-based • FireShell BMSTC Mold 8 Fungus Resistance: 10-no mold growth ASTM 3273 • Blazelok TBX(trademark of Demilec Inc.) Shelf Life: 1 year from date of manufacture if stored 45-100 IF Colors: Off-white,Charcoal Black,Tintable by mfg.upon request PRODUCT DESCRIPTION Packaging 5-gal pail or 55-gal drum Storage Temperature Range(STR) >45 OF FireShell6 F10E is a water-based,single-component, non-flammable,intumescent.interior coating i PROCESSING&EQUIPMENT PARAMETERS designed to expand in the event of a fire to provide a protective layer of char that could starve fire of Properiy Vaiue oxygen and prevent flame contact with protected Tack Free Time: 60-90 minutes @ 77 IF 8 50%R.H.' surfaces. It is a non-toxic,drain-safe and non- DrylRecoat Time: 2-3 hours @ 77 OF 6 501k R.H.' fuming product Sag Resistance 34 mils on walls:24 mils on ceilings' Processing Pressure. >2200 PSI at the gun bp' FireShell6 F10E complies with building code Minimum Material Temperature. >62 IF requirements for use as an alternative thermal Ambient Temperature Range. 55-95 OF bather coating system over most SPF insulation Minimum Substrate Temperature >55 OF systems as per ICC-ES ESR 3997 available at Ambient RH%Range: 40%-60%(requires<70%) � or IRecommended Sprayer, Greco 695 or equivalent(>0.74 gpm delivery rate) Recommended Gun Graco HD Texture Gun or equivalent FireShell6 F10E has low-viscosity for ease of Recommended Tip Size: .521 -.525 reversible,self-cleaning is recommended application and can be top coated with latex paint Coverage. 80-92 sq.ft.per gal." per ESR 3997 approvals. Consult your TPR' representative for details. COMBUSTION PROPERTIES Applications for FireShell'F10E include. Prope Value Test Method Flame Soread Index: <25 ASTM E-84 • Walls.Attics,Crawl Spaces Smoke Development: <50 ASTM E-84 • Open cell SPF insulation • Closed cell SPF insulation 'Drying times and processing parameters can vary widely depending on substrate temperature, • FRP Panel Systems condition,ambient temperature,elevation,humidity,equipment and other factors. During installation, the applicator must observe the quality and characteristics of the coating and spray pattern and adjust equipment setup and/or settings as needed to ensure proper cure time,adhesion,coverage.and FireShelis F10E carries a multitude of building code. performance of the coating. industry,and environmental approvals including: Refer to the TPR,product matrix and JCC-ES ESR 3997 available at or • Meets IBC 803 1.2.1 for interior surfaces for required coverage rates for your specific SPF insulation product. Actual • Meets IBC 2603.9 over SPF coverage rates may vary depending on the finished SPF surface texture. • Meets IRC R316.6 over SPF I I • Meets!RC R302.9 4 for interior surfaces • E84 Class'A'rated TPR2 Corporation the responsibility of the applicator to take these • LEED Certified Green Product 36 Plains Road Essex,CT 06426 factors into consideration prior to installation. • Meets EPA Low-VOC Standard • SCOAMD Listed low-emitting coating APPLICATION PROCEDURES Cold material will develop higher viscosity which • FM 4975 Listed Fire-Retardant Paint Over The successful installation and effectiveness of can cause problems during processing such as Combustible Surfaces FireShell6 F10E will depend on many factors pump cavitation and poor pre-mixing material. If including the equipment capabilities 8 settings,the matenai appears thickened due to storage at cold MANUFACTURER temperature of the coating in the container,ambient temperatures.store material in a warm area prior to temperature 8 RH%,substrate temperature 8 application to bring material temperature to>62"F. FireSheII6F10E is manufactured in the U.S. moisture content,substrate We&condition. It is exclusively by 1 ICC Fire Technology To A Higher Power ICC-ES ESR-997 7pir FIRE • SHELL F10E Technical Data Sheet FireShell~=F10E can be applied with airless spray must check wet film thickness during application SURFACE PREPARATION equipment. Areas requiring special detail or touch with a wet film gauge on multiple coupons evenly up can be brushed or rolled. spaced throughout the project applicabon area. Dry SURFACE TEXTURE OF SPF WILL GREATLY film thickness(DFT)is calculated from a measured AFFECT MATERIAL ADHESION SAG When using airless spray equipment ensure the wet film thickness(WFT)equation as follows: RESISTANCE.AND COVERAGE RATE. equipment has a volume output not less than 0.74 DFT=WFT x%solids by volume gpm(gallons per minute)and an operating pressure SPF surface should have a fine,orange-peel texture of 3300 psi. The sprayer should be equipped with a To calculate vour Theoretical Aoolication Rate (or rougher),and be flat for optimum adhesion and filter screen 30-mesh. (TAR)In gallons per 100 square feet,use the material coverage. SPF surface that is bumpy,or To ensure proper pressure and delivery to the spray following equation. significantly uneven will decrease coating coverage. gun use the following rules for hose diameter& length TAR=iWFTW16 SPF that has a glossy or slick appearance may need to be abraded or'scuffed'to roughen the • Min,3/8"ID up to 75' DO NOT APPLY WHEN SUBSTRATE SURFACE surface to promote adhesion of coating. • Min 112"ID up to 200' IS BELOW 55 IF,OR WHEN WEATHER • Min 3l4"ID greater than 200' CONDITIONS WILL NOT ALLOW ADEQUATE SPF surface must be clean,dry and free of any • Min 3/8"ID&Max 6'L for whip hose CURING OF THE COATING mildew,oil,grease,dirt,or other foreign contaminants that wouid prevent proper adhesion. Always use larger diameter hose sections nearest DO NOT APPLY IF RAIN.DEW,OR FREEZING Any such contaminants must be removed from the the pump. TEMPERATURES ARE LIKELY TO OCCUR application surface BEFORE PRODUCT CAN DRY AND CURE We recommend using a Graco Reverse-A-Clean For application in high humidity or low temperature (RAC)X gun tip with no internal diffuser and an DO NOT APPLY WHEN AMBIENT environments apply product in thin passes to orifice size of.521 -.525 TEMPERATURE IS WITHIN 5°F OF THE DEW promote proper drying&curing. POINT OR IS EXPECTED TO BE WITHIN 5 IF OF ALWAYS USE EQUIPMENT AND COMPONENTS THE DEWPOINT WITHIN 24 HOURS FOLLOWING SAFETY&ENVIRONMENT rri T H THE PROPER PRESSURE AND NIATERiAL APP1_!CAT!0N DELIVERY RATINGS THAT ARE IN GOOD FireShells F10E is installed by independent WORKING ORDER. STORAGE,MIXING&THINNING contractors. It is recommended that building owners verity that your contractor maintains proper A natural bristle brush or a medium nap roller can FireShell`F t OE is available in ready-to-use,factory- credentials,insurance,licenses,and is properly be used for touch-up and edge work,or for small sealed,standard-sized,five-gallon pails or fifty-five- trained to safely install coatings. areas that are not practical for spray application. gallon drums. Other container sizes may be available upon request. FireShells F10E achieves a Class A Fire rating. It is Most SPF Insulation systems can be coated In a formaldehyde-free halogen-free,low-VOC HFC- single application to achieve building code DO NOT ALLOW MATERIAL TO FREEZE. free.and PBDE-free. compliance. Refer to the TPR2 product matrix and ICC-ES ESR 3997 available at www.tpr2.com and Storage at temperatures below acceptable minimum Always read and follow all job site safety www.icc-es.org for recommended coverage rates storage temperature may shorten shelf life. Product requirements as set forth by state and federal safety for your specific SPF insulation product warranty is void if material is stored below or above regulatory agencies such as OSHA and NIOSH. recommended storage temperature, Should your SPF product require more than one Always read and follow all Material Safety Data coat to comply with building code,individual coats DO NOT THIN Sheets provided with all shipments.Additional of FireShellO F10E should be applied in copies are available upon request from TPR2 or perpendicular direction to the previous coat to Prior to use thoroughly mix FireShell$F10E with an your technical representative, achieve a cross-hatching application. air or eiectncauy driven power mixer for a minimum of 24 minutes or until product color and viscosity is Basic PPE safety equipment is required for personal The maximum single-pass application rate for uniform Mixer speed should be set fast enough to protection including.but not limited to:long-sleeve FireShelle F10E is 27 wet mils uniformly mix the entire container but not so fast as chemically resistant overalls,rubber gloves,splash to introduce air Into the coating while mixing. For shield or safety glasses with splash guards,rubber The actual dry film thickness achieved in the field five-gallon pails use a minimum 3-mixing blade,for or leather boots w/covers. application is dependent upon many variables drums use a minimum 6'mixing blade. including method of application,and surface DO NOT USE NEAR HIGH HEAT OR OPEN textures.It Is the sole responsibility of the coating Previously opened containers.ur cuntainers that FLAME applicator w applyµE NrO;,cr uTwurni of Ti$tcr�o hmp he n,etnro i fn{Vin,ovtonriuri len 1t nlijme required to achieve the minimum dry film thickness may develop a skin on top of or at the edges of the DO NOT TAKE INTERNALLY AND PREVENT specified for the given requirements for the project. coating,which must be removed prior to mixing. CONTACT WITH SKIN OR EYES. Tn accurately achieve pmper coverage appliratnr KEEP OUT OF THE REACH OF CHILDREN. 2 Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. n 800 Seminole Rd, Atlantic Beach, FL 32233 �I-fin 9' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: , 42 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: Lz(Ci Project Address: l �' LEC--7 �:�f`->�l it i Iv I N Contractor/Contact Name: L GCC C7 t�C-- Contact Phone: 0`7 �t7 w / I`�\ PAw2e (4 . 4L4 - 4 1 -teles Description of Proposed Revision/Corrections: sc-- <(A � c� n I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No El*Yes(additional increase in building value:$ )(contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) APR 2 6 2019 �pproved ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: uildin nning&Zonings Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date re Services ) Updated 10/17/18 yY` Ar c- h i1 !_ect. ui_ e A Sense of Transmittal Community TO City of Atlantic Beach 800 Seminole Road I Atlantic Beach, FL 32233 C.) l 00 Z- ATTN Building Department DATE 8April 2019 TRANSMISSION FedEx Overnight PROJECT Fleet Landing Main Street PROJECT NO. 153001 Please see • (4)sets of Full Size sheets revised in response to review comments,signed and sealed • (1)letter to the City of Atlantic Beach Zoning in response to review comments • (1)letter to the City of Atlantic Beach Building Department in response to Fire Department Review Comments • (1)letter to the City of Atlantic Beach Building Department with copies of the following supporting documents: - Product Approval Information Sheet - (2)Notice of Acceptance LJ APR 2 6 2019 f 1 y SIGNED ANDREW KORB,Project Manager A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g 1 4 1 4 U N D E R W O O D AVENUE SUITE 30 1 W A U W A T O S A, WI 5 3 21 3-2 6 5 3 4 1 4.4 3 1 .3 1 3 1 T E L 4 1 4.4 3 1 .0 5 3 1 FAX WWW.A G A R C H.C O M ti A Sense of Community 8 April 2019 City of Atlantic Beach-Zoning 800 Seminole Road Atlantic Beach,FL 32233 Attention: Brian Broedell Re: Project Name:Fleet Landing A P R 2 6 2019 Zoning Department Comments Atlantic Beach Permit No.: COMM18-0026 AG 153001 Mr. Broedell (` , In response to plan review comments dated 24 October 2018,the following is our response: ZONING Zl. Height from grade:Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto,exclusive of chimneys. Please show the overall height on plans. Response: The height from grade to the highest point of the building is 34'-11". See attached revised Exterior Elevation Sheets AD500 and AD501 for dimensions. Should you have any questions or comments to these response items,please contact me. Very truly yours, AG ARCHITECTURE, INC. ANDREW J.KORB,AIA EUGENE R.GUSZKOWSKI,AIA Senior Associate Senior Principal Eugene R.Guszkowski,Ab John Joseph Cronin.AIA Anthony J.Luciano.P.E. Tracey R.Schnick.ALA Cynthia A.Lol'y.CPA Wilhan Rochlcr.AIA Ann M.D'Acquisto..AIA Eric Robert llarttnann Andrew).Korb,AIA Michael A.Miller,AIA Russell R.McLaughlin.AIA David A.Trinkner 1414 UNDERWOOD AVENUE SUITE 301 WAUWATOSA, WI 53213 - 2653 414.431.3131 TEL 414.431.0531 FAX WWW.AGARCH.COM AG ARCHITECTURE INC. CITY OF ATLANTIC BEACH S j 800 SEMINOLE ROAD J =" ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 10/24/2018 Permit#: COMM 18-0026 Site Address: 1 FLEET LANDING BLVD Review Status: DENIED RE#: 169397 0200 Applicant: Lecesse Construction Services, LLC Property Owner: NAVAL CONTINUING CARE RETIREMENT FOUNDATION INC Email: DROBINSON@LECESSECONSTRUCTION.COM Email: JASHBY@FLEETLANDING.COM Phone: 4074585555 Phone: 9042469900 4018729815 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: Height from grade: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. J s�L , Revision Request/Correction to Comments **ALL INFORMATION !� HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY Is REQUIRED. ' r) 800 Seminole Rd, Atlantic Beach, FL 32233 OR Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT ko(wl Q ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: Z& /iq Project Address: ( I' LZ �Iy�l�� 6 — r Contractor/Contact Name: L e-. C— o Contact Phone: 4o:7– A s 8 P\K)nI14 - 43t Description of Proposed Revision/Corrections: c {fin I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? []No El*Yes(additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 19 K Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: \ ' uildin nning onin Reviewed By Tree Administrator Public Works Public Utilities L-f — 1 _ 2 ©t J Public Safety Date re Services , Updated 10/17/18 t'ChitectUre A Sense of Transmittal Community TO City of Atlantic Beach 800 Seminole Road (vA _ 00 Z, Atlantic Beach, FL 32233 ATTN Building Department DATE 8 April 2019 TRANSMISSION FedEx Overnight PROJECT Fleet Landing Main Street PROJECT NO. 153001 Please see • (4)sets of Full Size sheets revised in response to review comments, signed and sealed • (1)letter to the City of Atlantic Beach Zoning in response to review comments • (1)letter to the City of Atlantic Beach Building Department in response to Fire Department Review Comments • (1)letter to the City of Atlantic Beach Building Department with copies of the following supporting documents: - Product Approval Information Sheet (2) Notice of Acceptance APR 2 6 2019 SIGNED ANDREW KORB, Project Manager A r c b i t e c t u r e E n g i n e e r i n g P l a n n i n g 1 41 4 U N D E R W O O D AVENUE SU IT E 30 1 W A U W A T O SA, W1 5 32 1 3-4 6 5 3 4 1 4.4 3 1 .3 1 31 TEL 414.431 .0 5 3 1 FAX WWW.A G A R C H.C O M j A Sense of Community 8 April 2019 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,FL 32233 APR ?_ x''19 Attention: Dan Arlington,CBO Re: Project Name:Fleet Landing Fire Dept.Plan Review Comments Atlantic Beach Permit No.: COMM18-0026 AG 153001 Mr.Arlington: In response to plan review comments received from Mr.Miguel DiPierri dated 9 October 2018,the following is our response: FIRE PROTECTION FPI. Fire Code specific code summary. The building code and fire code differ on occupancy types, uses,and occupant loads and can make the proper application of the code difficult For example the building code classifies restaurants under 50 as business where the fire code classifies them as mercantile, thus the need separate code summaries. Please provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code(current edition)to include all the following information listed below.Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and clarifications. Provide required Fire Code specific code summary Please Reference 6th Edition Florida fire Prevention Code Based on NFPA, 1 Fire Code 2015 Edition&NFPA 1011 ife Safety Code 2015 Edition. Response: We have updated the code summary information on both Sheets G111 and Life Safety Plan LSM-1 to address the items listed below unless otherwise noted. • Occupancy type sub-classification(per NFPA 1016. 1) • Building construction type 1per NFPA 101 S 2 1) Eugene R.Guszkowski,Ali • Gross square footage • Number of stories John Joseph Cronin.:IA • Building height Anthony 1.Luciano.P.E. Response: The maximum building height is 34'-11"and is indicated on the attached revised Exterior Tracey R.Schnick.AIA Elevation Sheets AD500 and AD501 and noted in the Building Statistics Table on Life Safety Plan Cynthia A.LoN.CPA Sheet LSM-1. • Interior wall and ceiling finish requirements(per NFPA 101 10.2) William Rnchlcr.AIA • Allowable dead end limits Ann M D'Acquisto,.AIA • Allowable Common path of travel limits Eric Robert Iianrrnann Andrew J.Korb.AIA • Allowable travel distance limits Michael A.Miller,ALA • Any fire protection systems/sprinkler, fire alarm, etc.) Russell R.McLaughlin.AIA David A.Trinkner 1414 UNDERWOOD AVENUE SUITE 301 WAUWATOSA, WI S3213 - 26S3 414.431.3131 TEL 414.431.0531 FAX WWW.AGARCH.COM AG ARCHITECTURE INC. Page 2 Project Name:Fleet Landing Fire Dept.Plan Review Comments Atlantic Beach Permit No.:COMM 18-0026 AG 153001 8 April 2019 • Statement from architect or engineers that their design to the best of their knowledge complies with the 6th Edition Florida fire Prevention Code(FFPC). • Also all existing building must provide classification of rehabilitation work categories per NFPA 101 43.1 Provide classification of rehabilitation work categories per NFPA 10143.1 This information is important because the level of rehabilitation work determines how the code will be applied. The 6 rehabilitation work categories are as follows. Response: This item is not applicable as this building is entirely new construction. FP2 Life Safety Floor Plana The City of Jacksonville's Fire Marshal's Office requires the submittal of a Life Safety Floor Plan for building permits for all new construction and existing building alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the required info listed below was not included in your original submittal It is understood that all listed items may not apply in your situation. Response: The requested information has been indicated on the attached revised Life Safety Plan Sheet LSM-1 and individual responses provided below. Required Occupant Load Calculation.- Provide alculation:Provide design occupant load using table 7 3 1.2 of NFPA 101 2015edition.Area calculations should be shown with graphic seating configurations or fixtures in order to substantiate occupant load chosen. Response: The calculations are provided in the Occupant Loads table that has been added to the revised Life Safety Plan Sheet LSM-1. The occupant load factors and calculated occupant loads of the building are shown. We have also included a graphical representation of the occupant load areas as well as the furniture plan. Exit Locations. • Designate main entrance and all secondary exits.All required exits shall terminate ata"public way" Access to the public way shall be accessible and must be via a stable, firm,and slip resistant conveyance such as a concrete sidewalk with a min. 5'x5'landing and 44"w0way. Multi story buildings should designate area of rescue with required communication means. Separation of exits using the one half non-sprinkled)or one third(sprinkled)the diagonal distance rule should be shown on plans. Response: The main entrance and all secondary exits are indicated on the revised Life Safety Plan Sheet LSM-1. One third of the maximum exit diagonal distance per the separation of exits requirement for a sprinklered building has also been indicated on the revised sheet. Exits terminate at a public way,see Site Plan Sheets G220 and G222. Required Egress Capacity, • Egress inches for means of egress components(doors,stairs, etc.) Response: The Egress Requirements table has been updated on the revised Life Safety Plan Sheet LSM-1. In addition,all exits are identified with egress width information. Required measurements.-(Worst case only need be shown.) • Dead end corridors measurements. Response: The worst case dead end corridor,at 18.5',is now indicated on the revised Life Safety Plan sheet LSM-1. Page 3 Project Name:Fleet Landing Fire Dept.Plan Review Comments Atlantic Beach Permit No.: COMM1 B-0026 AG 153001 8 April 2019 • Common path of travel measurements. Response: Measurement is now indicated on the revised Life Safety Plan Sheet LSM-1. • Total travel distance to exits. Response: The total travel distance to exits is noted on the attached revised Life Safety Plan sheet LSM-1. Required separation: • Shaw all fire barriers,smoke barriers,and smoke partitions.All rated walls per new directive from building official wall detail needs to include UL listing and needs to confirm by architect or engineer as being accurate. Response: Not applicable;there are no rated walls. Required Lock Latch details: • Lock/Latch details:Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. Response: Information regarding exit door hardware type and function has been added to the door identification boxes on the revised Life Safety Plan sheet LSM-1 as well as the Door Schedule Sheet AT103. Required Electrical Stop/Disconnect Details. • Any required Emergency stops or Shunt trips. Response: Not applicable to this project. • Main Electrical disconnects access/location. Response: The main disconnect is integral with the main panel in Electrical Room M123 and is now indicated on the revised Life Safety Plan Sheet LSM-1. Required markings of means of egress. • Exit signs to include tactile exits signage. Response: Tactile exit signage to be provided at doors adjacent to an exit passageway and at doors exiting to the exterior; see general note added to the revised Life Safety Plan Sheet LSM-1. Required fire extinguisher Locations: • Locations per NEPA 10. Response: Fire extinguisher location have been added to the revised Life Safety Plan Sheet LSM-1. Required Emergency lighting. • Show emergency illumination. Response: Emergency lighting is shown on the Life Safety Plan sheet LSM-1. FP3 Occupant Load&Capacity of Means of Egress. Please re-calculate occupant load as follows.- Occupant load is determined by the nature of the "use"of a building or space and the amount of space available for that use" NFPA 101, Table 7 3 1.2 has established occupant load factors for each use" The use of an area may differ from its occupancy classification. For example,a meeting room for fewer than 50 people in an office building is not assembly occupancy,-it is business occupancy,but its occupant load is based on assembly Response: The values in the Occupant Load Table on revised Life Safety Plan Sheet LSM-1 are based on use as described above. Page 4 Project Name:Fleet Landing Fire Dept.Plan Review Comments Atlantic Beach Permit No.:COMM 1B-0026 AG 153001 8 April 2019 An occupant load is established for use in sizing the means of egress systems and in determining thresholds at which additional provisions,such as mandatory sprinklers, fire alarm,panic hardware etc. become applicable. Egress capacity and life safety features must be provided for the occupant load(expressed in number of persons)determined by dividing each 'use"area of the space by the appropriate occupant load factor The corresponding calculated occupant load must serve as the minimum starting paint for egress sizing,and required life safety features regardless of whether the building operator claims that the occupant load will never reach the occupant load determined by calculation. The occupant load in any building or portion thereof assigned for use is determined by dividing the floor area assigned to that use by the occupant load factor for that use as specified in table 7 3 1.2 of NFPA 101 FFPC Response: Occupancies,occupant load factors,occupant loads,and egress widths shown on the revised Life Safety Plan Sheet LSM-1 comply with these requirements. PLEASE CALCULATE OCCUPANT LOAD AS FOLLOWS 1. Determine proper occupant load factors)to be used per table 7 3 1.2 of NFPA 101 for each use area. 2 Determine 'net"or"gross"floorarea to be calculated 3 Calculate expected occupant load in table form showing each use area with each area added separately to correspond with square footages. It is understood that some unoccupied areas such as bathrooms, corridors,and small circulation areas in front of exits are not figured in net square footage or occupant load calculations. In table form on life safetyplan delineated by cross hatching,contrasting color etclist square footage for each 'use"area and occupant load factors being applied to its use.For"use"areas using gross square footage the gross area of a space is defined as e verything within its walls. For 'use"areas using net square footage, the area is determined by measuring all of the non-occupied spaces,and then subtracting this area from the gross area and applying the appropriate 'use"factor In general, "net floor area"is where the public is expected to or can assemble.Accessory areas such as bathrooms, corridors,and small circulation areas in front of exits are not figured in net square footage or occupant load calculations. Response: An Occupant Load Table and Occupancy Area Key Plan has been added to the revised Life Safety Plan Sheet LSM-1. When dealing with a multiple use occupancy where both gross and net area figures are given for the same building,calculations shall be made by applying the gross area figure to the gross area portion of the building devoted to that"use"for which the gross area figure is specified and by applying the net area figure to the net area portion of the building devoted to the use for which the net area figure is specified Use 'area square footage should correspond with your occupant load calculations minus any non-occupied areas or spaces as mentioned abo ve. Frequently used occupant load factors with examples include. • One person for every 7 square feet(concentrated use)Examples are dance floor, standing or waiting areas,and rows of non-fixed chairs. • One person for every 15 square feet(less concentrated use)Examples are non-fixed tables and chairs in a restaurant or club. Page 5 Project Name:Fleet Landing Fire Dept. Plan Review Comments Atlantic Beach Permit No.:COMM18-0026 AG 153001 8 April 2019 • One person fore very 1811near inches of bench type seating. • One person for e very 241inear inches of standing or sitting bar top space. Please allow fora 3 foot buffer area measured perpendicularly along the length of the bar that will not be calculated in 'use"area to account for space taken up by chairs. • One person for every fixed seat/seating that is secured to buildings structure) • Designated waiting spaces should not encroach on required egress width of any exit and be restricted to areas other than the required means of egress.Allowable waiting areas occupant load factor should be based off use,not to exceed 1 person for e very 5 sq. h. • One person for every 100 square feet in kitchens and employee service areas. • One person for every 500 Square feet in storage for other than storage or mercantile occupancies. Note.Please make sure that all"use"areas are factored in and shown in occupant calculation. The number calculated may or may not exceed number of actual chairs on floor plan. This number is worst case scenario and to be used for sizing number of exits,egress inches,and fire protection features. Response: All occupancy use areas have been factored in and represented in the Occupant Load Table added to the revised Life Safety Plan Sheet LSM-1. The predominant use is a restaurant with a corresponding occupant load of 15s.f.per person. The Occupant Load Table follows the most restrictive load factor between the Florida Fire Prevention Code and the Florida Building Code. FP4. Determine and show required egress inches required vs what is provided for the calculated occupant load Provided should be equal to orgreater than what is provided Response: On the revised Life Safety Plan Sheet LSM-1,the Egress Requirements Table has been revised and indicates the minimum required width for doors and corridors. Each exterior door is labeled with its specific egress capacities. Should you have any questions or comments to these response items,please contact me. Very truly yours, AG ARCHITECTURE,INC. ANDREW J. KORB,AIA EUGENE R. GUSZKOWSKI,AIA Senior Associate Senior Principal Plan reviewed 10/9/2018 Returned for Corrections: The plans submitted for review have been returned for corrections. Please correct and or provide the additional requested information to obtain plans approval. When resubmitting corrected sheets, provide a type written itemized narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded, clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a"complete set' (not just the revised sheets) of electronic documents. When submitting electronic plans, each discipline shall upload a single PDF file containing multiple sheets rather than separate PDFs for each sheet. Please re-upload in this fashion. 1. Fire Code specific code summary The building code and fire code differ on occupancy types, uses, and occupant loads and can make the proper application of the code difficult. For example the building code classifies restaurants under 50 as business where the fire code classifies them as mercantile, thus the need separate code summaries. Please provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code (current edition) to include all the following information listed below. Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and clarifications. Provide required Fire Code specific code summary: Please Reference 6'h Edition Florida Fire Prevention Code Based on NFPA, 1 Fire Code 2015 Edition & NFPA 101 Life Safety Code 2015 Edition. •Occupancy type sub-classification (per NFPA 101 6.1) •Building construction type (per NFPA 101 8.2.1) •Gross square footage • Number of stories • Building height • Interior wall and ceiling finish requirements (per NFPA 101 10.2 •Allowable dead end limits •Allowable Common path of travel limits •Allowable travel distance limits •Any fire protection systems (sprinkler, fire alarm, etc.) •Statement from architect or engineers that their design to the best of their knowledge complies with the 6"' Edition Florida Fire Prevention Code (FFPC). •Also all existing building must provide classification of rehabilitation work categories per NFPA 101 43.1 Provide classification of rehabilitation work categories per NFPA 101 43.1 This information is important because the level of rehabilitation work determines how the code will be applied. The 6 rehabilitation work categories are as follows: (1) Repair (2) Renovation (3) Modification (4) Reconstruction (5) Change of use or occupancy classification (6) Addition 2. Life Safety Floor Plan: The City of Jacksonville's Fire Marshal's Office requires the submittal of a Life Safety Floor Plan for building permits for all new construction and existing building alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the required info listed below was not included in your original submittal. It is understood that all listed items may not apply in your situation. Required Occupant Load Calculation: • Provide design occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Area calculations should be shown with graphic seating configurations or fixtures in order to substantiate occupant load chosen. Exit Locations: • Designate main entrance and all secondary exits. All required exits shall terminate at a"public way". Access to the public way shall be accessible and must be via a stable, firm, and slip resistant conveyance such as a concrete sidewalk with a min. 5'x5' landing and 44" walkway. Multi story buildings should designate area of rescue with required communication means. Separation of exits using the one half (non-sprinkled) or one third (sprinkled) the diagonal distance rule should be shown on plans. Required Egress Capacity: • Egress inches for means of egress components (doors, stairs, etc.) Required measurements: (Worst case only need be shown.) • Dead end corridors measurements. •Common path of travel measurements. •Total travel distance to exits. Required separation: •Show all fire barriers, smoke barriers, and smoke partitions. All rated walls per new directive from building official wall detail needs to include UL listing and needs to confirm by architect or engineer as being accurate. Required Lock Latch details: • Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. Required Electrical Stop/Disconnect Details: •Any required Emergency stops or Shunt trips. • Main Electrical disconnects access/location. Required markings of means of egress: • Exit signs to include tactile exits signage. Required fire extinguisher Locations: • Locations per NFPA 10. Required Emergency lighting: •Show emergency illumination. 3. Occupant Load & Capacity of Means of Egress: Please re-calculate occupant load as follows: Occupant load is determined by the nature of the"use' of a building or space and the amount of space available for that"use". NFPA 101, Table 7.3.1.2 has established occupant load factors for each "use". The use of an area may differ from its occupancy classification. For example, a meeting room for fewer than 50 people in an office building is not assembly occupancy; it is business occupancy, but its occupant load is based on assembly. An occupant load is established for use in sizing the means of egress systems and in determining thresholds at which additional provisions, such as mandatory sprinklers, fire alarm, panic hardware etc. become applicable. Egress capacity and life safety features must be provided for the occupant load (expressed in number of persons) determined by dividing each "use" area of the space by the appropriate occupant load factor. The corresponding calculated occupant load must serve as the minimum starting point for egress sizing, and required life safety features regardless of whether the building operator claims that the occupant load will never reach the occupant load determined by calculation. The occupant load in any building or portion thereof assigned for use is determined by dividing the floor area assigned to that use by the occupant load factor for that use as specified in table 7.3.1.2 of NFPA 101 FFPC. PLEASE CALCULATE OCCUPANT LOAD AS FOLLOWS: 1. Determine proper occupant load factor(s) to be used per table 7.3.1.2 of NFPA 101 for each use area.. 2. Determine"net" or"gross"floor area to be calculated. 3. Calculate expected occupant load in table form showing each use area with each area added separately to correspond with square footages. It is understood that some unoccupied areas such as bathrooms, corridors, and small circulation areas in front of exits are not figured in net square footage or occupant load calculations. In table form on life safety plan delineated by cross hatching, contrasting color etc. list square footage for each "use' area and occupant load factors being applied to its use. For"use" areas using gross square footage the gross area of a space is defined as everything within its walls. For"use' areas using net square footage, the area is determined by measuring all of the non-occupied spaces, and then subtracting this area from the gross area and applying the appropriate"use'factor. In general, "net floor area" is where the public is expected to or can assemble. Accessory areas such as bathrooms, corridors, and small circulation areas in front of exits are not figured in net square footage or occupant load calculations. When dealing with a multiple use occupancy where both gross and net area figures are given for the same building, calculations shall be made by applying the gross area figure to the gross area portion of the building devoted to that"use" for which the gross area figure is specified and by applying the net area figure to the net area portion of the building devoted to the use for which the net area figure is specified. "Use" area square footage should correspond with your occupant load calculations minus any non- occupied areas or spaces as mentioned above. Frequently used occupant load factors with examples include: •One person for every 7 square feet (concentrated use) Examples are dance floor, standing or waiting areas, and rows of non-fixed chairs. •One person for every 15 square feet (less concentrated use) Examples are non-fixed tables and chairs in a restaurant or club. •One person for every 18 linear inches of bench type seating. •One person for every 24 linear inches of standing or sitting bar top space. Please allow for a 3 foot buffer area measured perpendicularly along the length of the bar that will not be calculated in "use' area to account for space taken up by chairs. •One person for every fixed seat (seating that is secured to buildings structure). s • Designated waiting spaces should not encroach on required egress width of any exit and be restricted to areas other than the required means of egress. Allowable waiting areas occupant load factor should be based off use, not to exceed 1 person for every 5 sq. ft. •One person for every 100 square feet in kitchens and employee service areas. •One person for every 500 Square feet in storage for other than storage or mercantile occupancies. Note: Please make sure that all "use" areas are factored in and shown in occupant calculation. The number calculated may or may not exceed number of actual chairs on floor plan. This number is worst case scenario and to be used for sizing number of exits, egress inches, and fire protection features. 4. Determine and show required egress inches required vs what is provided for the calculated occupant load. Provided should be equal to or greater than what is provided. MIGUEL Di PIERRI Fire Safety Inspector/ CDN Reviewer JFRD PREVENTION OFFICE 515 N. Julia St.,Jacksonville, Florida 32202 Office: 904-255-8561 cell: 904-763-1290— Email: DIPIE RRI@COJ.NET Printing :: CR479789 Page 1 of 1 Duval County,City Of Jacksonville Michael Corrigan ,Tax Collector 231 E Forsyth Street Jacksonville.FL 32202 General Collection Receipt Account No:CR479789 Date: 10/9/2018 User:Prevention,Fire Email:FirePre%acoi.net Feed the Homeless Application Fee Name:A G Arch Address: 1414 underwood Ave Description:Plan review for Atlantic Bch comm 18.0026 TranCede Inde:Code SubObject GLAcct SubsWNo UserCode Project ProjectDd Grant GrantDd DaeN9 Amount 701 j EROD011 AD I 34930 I I 1 I I I I I I 150.00 Total Due:5150.00 Michael Corrigan ,Tax Collector General Collections Receipt City of Jacksonville, Duval County Account No:CR479789 Date: 10/9/2018 Feed the Homeless Application Fee Name.A G.Arch Address:1414 underwood Ave Description:Plan review for Atlantic Bch comm 18.0026 Total Due:$150.00 httn://financeweb.coi.net/TCCR/nrinting.asnx?cr—CR479789 10/9/2018 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 CC2il M 5 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ON C C-Lc--&-T LilcvoniAD Department review required Yes No uildin Applicant: L �L'.E S_�E ©r�S l�UC'.3c c� nning &Zonin Tree Administrator Project: N[=IADIJ(N iy'� �AO_u��� Public Works Public Utilities �Services `z Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING \ ' Reviewed by: - Date: t 0-4 -19 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. [—]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Johnston, Jennifer From: Dipierri, Miguel <DiPierri@coj.net> Sent: Tuesday, April 30, 2019 8:19 AM To: Johnston, Jennifer Subject: comm 18-0026 Attachments: COJ.PDF Approved AOJ&& kv MIGUEL Di PIERRI Fire Safety Inspector/ CDN Reviewer JFRD PREVENTION OFFICE 515 N. Julia St.,Jacksonville, Florida 32202 Office: 904-255-8561 cell: 904-763-1290— Email: DIPIERRIACOJ.NET 1