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73 Sailfish Dr COMM19-0026 Int Buildout
i' vi-c COMMERCIAL PERMIT PERMIT NUMBER . '; �� COMM19-0026 "-.4-.e�j CITY OF ATLANTIC BEACH -)11V 800 SEMINOLE ROAD ISSUED: 1/9/2020 -�o;l 9rEXPIRES: 7/7/2020 ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (''v ) 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: I VALUE OF WORK: 73 SAILFISH DR COMMERCIAL ALTERATION INTERIOR BUILDOUT $10500.00 COMMERCIAL TYPE OF REAL ESTATE ZONING: j BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 177602 0070 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: A-Team Petroleum & Tank, P.O. Box 9300 Fleming Island FL 32006 LLC DBA Petrole OWNER: ADDRESS: CITY: STATE: I ZIP: BATEH JUBRANSAILFISH C/O DONALD BATEH JACKSONVILLE FL 32257 DRIVEIVELLC LLC 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. 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 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 FIRE DEPARTMENT FEE 45500002080800 0 $150.00 Issued Date: 1/9/2020 1 of 2 LAAP,r6 COMMERCIAL PERMIT PERMIT NUMBER fs , r ,-= . ,__' CITY OF ATLANTIC BEACH COMM19-0026 tywISSUED: 1/9/2020 800 SEMINOLE ROAD `-°n yr ATLANTIC BEACH. FL 32233 EXPIRES: 7/7/2020 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.11 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.08 TOTAL:$362.69 Issued Date: 1/9/2020 2 of 2 ri�:Ly;.r, City of Atlantic Beach APPLICATION NUMBER (-s A Building Department (To be a gned by the Building Department.) A • 800 Seminole Road , Atlantic Beach, Florida 32233-5445 -O N1 IYL I QL-00 Z Phone(904)247-5826 • Fax(904)247-5845 I 'Mr �Y E-mail: building-dept@coab.us Date routed: 11 l 4 J l9 City web-site: http://www.coab.us y APPLICATION REVIEW AND TRACKING FORM Property Address: 2� A K _ z---Department review required Yes No --tem, ng Applicant: V-- .-142C)L E Drh Eo,„&T lanning &Zoning Tree Administrator Project: I Iv�rc2 (i u t L C.)C) l Public Works Public Utilities Public Safety CFire Service Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection )\::511:siaxsoocrd: 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 4.„Other: APPLICATION STATUS \J Reviewing Department First Review: ❑Approved. lied. ❑Not applicable (Circle one.) Comments: BUILDING E GO1-.i-* K PLANNING &ZONING Reviewed by: -►>‘r Date: t2-`Olt TREE ADMIN. Second Review: �►� •proved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: a. 4 -- 5 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: I�0 9,ZDZU FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r�`'"%;, Building Permit Application Updated 10/9/18 >; City of Atlantic Beach Building Department - **ALL INFORMATION "MiV 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY /] Jt;t9r IS REQUIRED. V ON Phone: (904) 247-5826 Email: Building-Dept@coab.us r Job Address: Permit Number: rV,A. 9 -0 01 J (� Legal Description 3 R - 25 2_/E . (00c3 RE# 1 7 7 Q O 2 , 007 0 Valuation of Work(Replacement Cost)$ I j150 0 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project? DYes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information / to/"D Name —rive) pt,,c 'S Ae -itecurailvf /'?C Address -7,3 Sez..d. 54� / ma ; (437 SaltCrre.t N._City 46 / State .FL Zip 3?-.'3 Phone (( (Pr/k_ �i 3GeZ- E-Mail 1 C MS4l1)O bellSoi1 t-,. Yl,04- 9 ':55=ifs 73 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information R—Te P Name of Company cikro<<U, Co,..SA,. ck:nn' Qualifying Agent VA12,\k. ft.rto,k., Address 0,3 ( )( `t`SCc 0,...r.,..`, SZ sk.v. C❑ '�as o A City lltIA i Ts le_AL State (%L Zip 3 Soo to Office Phone 504- S-8-1 - /o\8 Job Site Contact Number State Certification/Registration# L$C.\aS ?to a- E-Mail 1 R-rt-c`~l=/ /aL,,o Com"". Architect Name&Phone# Re-,41c\\ ()LI- 5o a-bs'] Engineer's Name&Phone# _ Workers Compensation Insurer \---W L.J ox A ..9‘cAt_ Vcr,... OR Exempt❑ Expiration Date `I\ 1$ 1 ae a o 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 regulating 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OReiN ATTORNEY-SFORE RECORDINGJOUR NOTI I OF COMMENCEMENT. /// , / (Signature of 0 ,ner or Agent) i (Signature of Contractor) Signed and sworn to(or affirmed),before me is 3 day of Signed and sworn to(or affirm-d)be ore me this of �Q.0 :, -n►q , b / S t. WC- , . i('' ,by ,_ ^`t 'I Ides - V, ':C<J Awl' iliVi - _ '+atu : �f.. .i.• _•1T.., - reAp�fdatii6)0NtFF• 1895 ;�. ,,, • i ' •. #FF 941898 ':;;;;747.::$.71a: EXPIRES:January 5,2020 'a EXPIRES:January 5,2020 Vit 9.i� '- Bonded Thio Notary Public Underwriters ya•' Bonded Thru Notary Public Underrriters ]Personally Known OR [ ]Personally Known OR [ ]Produced Identification [ ]Produced Identificatic p /q �j/ 6 e Type of Identification: Type of Identification: o s f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 \ r� (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 12/10/19 Permit#: COMM19-0026 Applicant: Petroleum Construction Site Address: 25 Sailfish,Unit 73 Address: PO Box 9300, Fleming Is./ Review: 1 Phone: 881-1018 RE#: 177602-0070 Email: pereau@yahoo.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 2 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Revised plans will be required, including dimensions; Alteration Method, per FBC-EB, 301.1; Code Analysis; and Design Criteria. This is a Change of Occupancy. See attached Fire Marshal's comments for other requirements. 2. Subject to the Architect's code analysis,this space has an occupant load of less than 50 and can be classified as a Business Occupancy. The Fire Marshal may classify the space as Mercantile. 3. Please submit Plumbing, Mechanical (including new HVAC sizing calculations), and Electrical pages. 4. Please submit kitchen layout, including all cooking appliances under the hood with six-inch clearance at overhang. 5. Please submit new grease trap calculations, specifications, and installation instructions. Dan Arlington, CBO (904)247-5813 darlington@coab.us 1 BATEH JUBRAN, LLC 2844 Scott Mill Estates Drive,Jax.,FL 32257 Telephone:(904)312-0100 December 3, 2019 Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, Florida 32233 Re: 73 Sailfish Drive, Atlantic Beach, FL 32233 (Sailfish Plaza) Real Estate Parcel Number: 177602-0070 Ladies and gentlemen: This letter will authorize the following contractor to obtain a permit for the improvements indicated: Contractor: Petroleum Construction, Attention: Mr. Keith Pereau License Number: CBC 1258762 PO Box 9300, Fleming Island, FL 32006 Telephone: (904) 881-1018 Proposed improvements: Restaurant Remodel Owner of improvements: Two Dudes Restaurant AB, Inc. 1137 Salt Creek Drive, Ponte Vedra Beach, FL 32082 Owner's interest in property: Leasehold Fee simple title holder (if other than Owner): Bateh Jubran,LLC. 2844 Scott Mill Estates Dr. Jacksonville,FL 32257 Please contact the undersigned if further information is needed about this authorization. Veruly ours, Eil i/ isDonBateh, Manager STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 4th of December, 2019 by Donald Bateh, Manager of Bateh Jubran, LLC., a Florida corporation, who is personally known to me. _ ,S... - o . 'u lic, State of Florida ,,,,,, ANN MARIE ANDERSON Notary Public-State of Florida .���•E Commission #GG 324159 ' ,� My Commission Expires ��',,i7i,,,,, April 16, 2023 Revision Request/Correction to Comments `*ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 0 Revision to Issued Permit OR Corrections to Comments Date: /- 7 - a- 0 Project Address: 7 3 Ca[/fish /2h2 Contractor/Contact Name: k ie Pe r Contact Phone: '1( /(Ky^ Email: Description of Proposed Revision orrections: l - Z - F P G pPeioJc--1) . I Toryvi Corsa VW affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • vyyi proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: , , proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: fiktal, / ) (Contractor must sign if increase in valuation) / *Signature of Contractor/Agent: (Office Use Only) Approved H Denied I Not Applicable to Department Permit Fee Due$ 5-67. .7 � Revision/Plan Review Comments Department Review Required: Building nning&Zoning Reviewed By Tree Administrator Public Works Public Utilities U f C [ZV zO Public Safety Date Fire Services Updated 10/17/18 z5- - 0 14\i-J\ b -o14\M C A - U D Z 6 PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: o - Habitable Space (ft2): U l Non-Habitable Space (ft2): 4 A LAND INFORMATION: Zoning District: Flood Zone: Minimum F F E: ►; (r -- BUILDING INFORMATION: Construction Type: k Occupancy Group: Number of stories: Max. Occupancy Load: 3 1 Fire Sprinklers Required: 4 (J CONDITIONS/COMMENTS: ' > 1� �« F5C.- 303 .1 .I -jylJ\r r)' • \ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD , _ ,..,), r ATLANTIC BEACH,FL 32233 (904)247-5800 73 Sailfish Drive • • 01/09/2020 • BP# COMM19-0026 NOTES. 1. Plans must be approved by Fire Marshal before first inspection. Builder proceeds at his own risk. 2. Outside seating,paving, and sheds are not part of this permit. 3. Minimum size grease interceptor is 50 GPM and 100 lbs. capacity. 4. Curb ramp for ADA parking must be widened to width of access aisle. EXISTING BUILDINGS. 1. This project falls under the provisions of the Florida Existing Building Code (FBC-EB)as a Level 2 Alteration,per FBC-EB, Section 301.1. It is the responsibility of the contractor to review FBC-EB, Chapter 8, and understand and address the requirements therein. 2. NOTE. Wherever damage, deterioration, or sub-standard construction is found during renovation or repair work, all such damage, deterioration, and sub-standard construction must be repaired,replaced, or where possible, brought up to current building codes. COMMERCIAL REMODELS. 1. Floors in commercial toilet rooms, bathrooms, and food-preparation areas must have a smooth, hard, nonabsorbent surface and a smooth, hard, nonabsorbent base, extending upward onto the walls not less 4". Walls and partitions must have smooth,hard,nonabsorbent surfaces within 2 feet of sinks, urinals,toilets,not less than 4 feet above the floor. 2. All ADA requirements,per 2012 FAC, apply in all work areas. C4% CIOiC,„ 1 Air System Sizing Summary for AHU-1 I Project Name: Two Dudes 01/07/2020 Prepared by: Doherty Sommers Architects Engineers, Inc. 10:16AM Air System Information Air System Name AHU-1 Number of zones 1 Equipment Class SPLT AHU Floor Area 595.0 ft2 Air System Type SZCAV Location Jacksonville IAP,Florida Sizing Calculation Information Calculation Months Jan to Dec Zone CFM Sizing Sum of space airflow rates Sizing Data Calculated Space CFM Sizing Individual peak space loads Central Cooling Coil Sizing Data Total coil load_ 3.2 Tons Load occurs at Jul 1600 Total coil load 37.8 MBH OA DB/WB 93.5/76.9 °F Sensible coil load 25.9 MBH Entering DB/WB 83.1 /70.1 °F Coil CFM at Jul 1600 1046 CFM Leaving DB/WB 60.1 /59.0 °F Max block CFM 1046 CFM Coil ADP 57.6 °F Sum of peak zone CFM 1046 CFM Bypass Factor 0.100 Sensible heat ratio 0.686 Resulting RH 54 % CFM/Ton 331.8 Design supply temp. 58.0 °F ft2/Ton 188.8 Zone T-stat Check 0 of 1 OK BTU/(hrft2) 63.5 Max zone temperature deviation 0.1 °F Water flow @ 10.0°F rise N/A Central Heating Coil Sizing Data Max coil load 18.8 MBH Load occurs at Des Htg Coil CFM at Des Htg 1046 CFM BTU/(hrft2) 31.6 Max coil CFM 1046 CFM Ent. DB/Lvg DB 59.4/76.1 °F Water flow @ 20.0°F drop N/A Supply Fan Sizing Data Actual max CFM 1046 CFM Fan motor BHP 0.00 BHP Standard CFM 1044 CFM Fan motor kW 0.00 kW Actual max CFM/ft2 1.76 CFM/ft2 Fan static 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM 269 CFM CFM/person 8.68 CFM/person CFM/ft2 0.45 CFM/ft2 ®�� ®01 Hourly Analysis Program 5.10 Page 1 of 7 Zone Sizing Summary for AHU-1 • Project Name:Two Dudes 01/07/2020 Prepared by: Doherty Sommers Architects Engineers, Inc. 10:16AM Air System Information Air System Name _ . AHU-1 Number of zones 1 Equipment Class SPLT AHU Floor Area 595.0 ft2 Air System Type SZCAV Location Jacksonville IAP, Florida Sizing Calculation Information Calculation Months Jan to Dec Zone CFM Sizing Sum of space airflow rates Sizing Data Calculated Space CFM Sizing Individual peak space loads Zone Terminal Sizing Data Reheat Zone Zone Design Minimum Reheat Coil Htg Unit Htg Unit Mixing Supply Supply Coil Water Coil Water Box Fan Airflow Airflow Zone Load gpm Load gpm Airflow Zone Name (CFM) (CFM) CFM/ft2 (MBH) @ 20.0°F (MBH) @ 20.0°F (CFM) Zone 1 1046 1046 1.76 0.0 0.0 - 0 Zone Peak Sensible Loads Zone Zone Zone Cooling Time of Heating Floor Sensible Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) (ftZ) Zone 1 21.9 Jul 1600 6.6 595.0 Space Loads and Airflows Time of Cooling Peak Air Heating Floor Zone Name/ Sensible Sensible Flow Load Area Space Space Name Mult. (MBH) Load (CFM) (MBH) (ft2) CFM/ft2 Zone 1 ADA Restroom 105 1 0.7 Jul 1400 33 0.4 44.0 _ 0.76 Kitchen 106 1 2.4 Jul 1400 110 1.1 115.0 0.95 Storage 104 1 0.8 Jul 1400 38 0.2 48.0 0.79 Hall 1 0.8 Jul 1400 35 0.3 66.0 0.53 Rest Room 103 1 0.3 Jul 1500 15 0.0 27.0 0.57 Dining 101 1 14.8 Jul 1700 688 4.1 188.0 3.66 Bar 102 1 2.7 Jul 1400 126 0.5 107.0 1.18 Hourly Analysis Program 5.10 Page 2 of 7 Air System Design Load Summary for AHU-1 f Project Name:Two Dudes 01/07/2020 Prepared by: Doherty Sommers Architects Engineers, Inc. 10:16AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1600 HEATING DATA AT DES HTG COOLING OA DB/WB 93.5°F/76.9°F HEATING OA DB/WB 29.0°F/24.4°F Sensible Latent Sensible Latent ZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr) Window&Skylight Solar Loads 117 ft2 8090 - 117 ft2 - Wall Transmission 153 ft' 243 - 153 ft' 427 - Roof Transmission 595 ft2 3740 - 595 ft2 2640 - Window Transmission 117 ft2 844 - 117 ft2 2734 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 595 ft2 0 - 595 ft2 825 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 707 W 2132 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 180 W 614 - 0 0 - People 31 5725 6185 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 500 0 - 0 0 Safety Factor 0%/0% 0 0 0% 0 0 >>Total Zone Loads - 21889 6185 - 6626 0 Zone Conditioning - 21898 6185 - 6939 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 1046 CFM 0 - 1046 CFM 0 - Ventilation Load 269 CFM 4038 5690 269 CFM 11880 0 Supply Fan Load 1046 CFM 0 - 1046 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain/Loss 0% 0 - 0% 0 - >>Total System Loads - 25937 11875 - 18819 0 Central Cooling Coil - 25937 11875 - 0 0 Central Heating Coil - 0 - - 18819 - »Total Conditioning - 25937 11875 18819 0 Key: Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are clg loads Hourly Analysis Program 5.10 Page 3 of 7 }iJa0.1-t City of Atlantic Beach APPLICATION NUMBER t Building Department (To be a igned by the Building Department.) 800 Seminole Road r> d0 IVB rY1 t�l-co z (o ,� � Atlantic Beach, Florida 32233-5445 Phone(904)247-5826• Fax(904)247-5845 / -;:ort !P E-mail: building-dept@coab.us Date routed: I Cr ( 416 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S j LF—I k Department review required Yes No wilding Applicant: PETROL EUry lanning &Zoning Tree Administrator Project: I IQ B U I L c o - Public Works Public Utilities Public Safety Fire Service Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District 49 Army Corps of Engineers (� Division of Hotels and Restaurants C9' Division of Alcoholic Beverages and Tobacco Other: k " N APPLICATION STATUS Reviewing Department First Review: ['Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING t` 2 PLANNING &ZONING Reviewed by: /14_ _I . . .- - Date: 1 q 1 TREE ADMIN. Second Review: ['Approved as revised. El -nied. ❑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 COMM 19-0026 73 SAILFISH DR 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. Key Plan: Provide key plan of building showing adjacent occupancy type with required separation of occupancies per 6th Edition FFPC, NFPA 101 Table 6.1.14.1.4 2Life 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. Required Lightweight Truss Signage: •Location of lightweight truss signage per FAC 69A-60.0081 (if applicable). Please see below for clarification to requirement. http://www.coi.net/Departments/Planning-and-Development/Docs/Building-Inspection-Division/bulletin-f- 01-09-light-weight-truss-rule.aspx Also if occupancy is to have any permanent open flame devices such as fire pits, gas grills, patio heaters, gas lamps etc. they should be shown on life safety plan for approval. See NFPA 1 10.11 (separate fire permits will be required for installation of these features). Multiple occupancies: NFPA 101 Chapter 6 states that when dealing with multiple occupancies the design professional can treat the occupancies involved via the mixed or separated provision of the code. If the separated occupancy provisions are chosen you simply provide separation per Table 6.1.14.4.1(a) and 6.1.14.4.1(b) with separate exits for each occupancy. If the mixed occupancy provisions are chosen you provide for the protection from hazards provisions of the code and apply the most restrictive requirements when it comes to fire protection features (both active and passive). 3.Any modifications or alterations or new construction requires a separate fire permit to cooking area or cooking equipment change or add on. tv Building Permit Application Updated 10/9/18 n City of Atlantic Beach Building Department **ALL INFORMATION Vi‘..)0N '!*.,s 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY '� "Oft IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us _. , Q 1. Job Address: S cz�( Cts 1:>QPermit Number: mm [ 1 -v 0 /,J���JJJ'"' Legal Description - 2`) - 2.9E . (OO q RE# 17 7 00 2 007 Valuation of Work(Replacement Cost)$ I,,r50 O Heated/Cooled SF , Non-Heated/Cooled . ? • Class of Work: ❑New ❑Addition ,OAlteration ❑Repair ElMove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ONo • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information Name 7000 DUd S /Lesitu a ra/214L /4-6 /'1 C Address 73 SacJ SG_ /meld iv e3 Sa-(fCreek_ De City 46 State -Ft..- Zip 3.-, '3 Phone (PV-r-t__ 33G?Z E-Mail ',II ORS/4No be f M01.4-4r+. pe 4-- 9 - 5.5"-=I/5 73 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company (1. 0 o uCo.,.5-k,c1:6^ Qualifying Agent V L,\L. R raa., Address P o koK ' e.,C c\4 n•-•:•15Tsly.,A, CI- 3 ao o t• City 11c,~\:i5 Is L .. State FL- Zip 3 Doo 1, Office Phone "104- 'sE I - /o\S Job Site Contact Number State Certification/Registration# GLS C.\aS fs...11.0)- E-Mail c)tfre-a,- (� I ccLo o . C.0"" Architect Name&Phone# /4t-vac_\\ i()`-1-. 5-0 .--cos"--) - Engineer's oa-bs") -Engineer's Name&Phone# _ Workers Compensation Insurer \- .)C---\'A A ,S\cAi F«^^ OR Exempt 0 Expiration Date `i I I is I ao a a 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 regulating 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY-BEFORE RECORDINGJOUR NOTI OF COMMENCEMENT. / , (Signature of 0 ner or Agent) i. t (Signature of Contractor) rd t't l Signed and sworn to or affirmed),before me is *it day of Signed and sworn to(or affirm-d)be ore me this day of NX-- , ,ot9 ,b i _ • . • WG , .- fel ,by ,„'i & I ''1 Ar- _, (J Allw/ s4r•.,'y"A at.1:e7" +n ' C.'.,..1-. :.I r}.?_uremykkbpRtli::.)ONItFF•41698 PrE ,a� ;,: • i I+ #FF 941898 t°` EXPIRES:January 5,2020 .. EXPIRES:January 5,2020 ��' Bonded Thru Notary Public Underwriters '`�'�iif,;1—V Bonded Thru Notary Public Underwriters "" personally Known OR [ ]Personally Known OR [ ]Produced Identification [ ]Produced Identificatio �IUU tt��t pJ o Sr qg,/ d Type of Identification: Type of Identification: Printing :: CR537673 Page 1 of 1 • Duval County, City Of Jacksonville Jim Overton ,Tax Collector 231 E.Forsyth Street Jacksonville,FL 32202 General Collection Receipt Account No:CR537673 Date: 12/6/2019 User:Prevention,Fire Email:FirePrev@coj.net FIRE MARSHALL FEE FOR SERVICES PROVIDED Name:Petroluem Construction Address:73 Sailfish St Description:Atlantic Beach Plans Review COMM 19-0026 TranCode IndexCode I SubObject I GLAcct I SubsidNo I UserCode I Project I ProjectDtl I Grant I GrantDtl I DocNo 1 Amount 701 I FRFP159F1 134222 I I I I I I I ( 1150.00 Total Due:$150.00 Jim Overton , Tax Collector General Collections Receipt City of Jacksonville,Duval County Account No:CR537673FIRE MARSHALL FEE FOR SERVICES PROVIDED Date: 12/6/2019 Name:Petroluem Construction Address:73 Sailfish St Description:Atlantic Beach Plans Review COMM 19-0026 Total Due:$150.00 httns://tcer_cni_net/nrintinu_acnx?c>r=CR537673 12/6/2019 TWO GUYS SEAFOOD RESTAURANT 73 SAILFISH DRIVE EAST ATLANTIC BEACH, FL LEGEND PROVIDE 5/8" TYPE X GWB TO <Z> EXISTING BOUNDARY WALLS TO INCREASE FIRE RATING © EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED O NEW WALL5 TO BE ERECTED F-1 EXISTING * DEMOLITION PLAN SCALE: 1/4" = 1'-0" LOCATION OF 50 ,GPM GREASE TRAP LOCATION OF A A/"\0 GIAIV [� PROPOSED FLOOR PLAN �� ]] SCALE: I/4" = I'-0" ® REVIEW ® PERMIT ❑ BID ❑ CONSTRUCTION THIS DRAWING IS THE PROP OF NM DESIGN -ARCHITECTS AND 15 NOT TO BE leMWM E! OR COPIED IN WHOLE OR IN P NHTW THEIR WRITTEN CONSENT. EAP"wlicx D TO BE USED ONLY RO.HXT AND 51 THIS PROJECT IS THE INTERIOR RENOVATION OF AN EXISTING RESTAU RANT Ls100TIPIED REURi� TO OR UPON REGiVNaaT TO BE A NEW RESTAURANT.THE WORK REQUIRED IS TO BE DONE IN ACCORDANCE WITH THE FOLLOWING CODES: ELORI DA BUILDING CODE 2017 (GTH EDITION FLORIDA BUILDING CODE 2017 MECHANICAL ® os FLORIDA BUILDING C2017��� ODE PLUMBI NG NATIONAL E LECTRICAL CODE 20 17 F ---j] REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" EXISTIN REST R i EXISTING KITCHEN STORAGE M COOLER �oll �I BAR SEATING CAPACITY 32 I i EATING PLAN L- SCALE: 1/4" = 1 '-0 PROJECT DATE z 23 NOV 2019 SCALE DRAWN 1/4'= PO' NDR d d d w oz 0 ILL d LU d J 0 LL - W � 0 z 0 W 0 N U CV Q Z C(� w Z g CL d w 0 O U w PROJECT DATE J91 12 23 NOV 2019 SCALE DRAWN 1/4'= PO' NDR 5HEET A-2 • J91 125D241 I i 9 A2.1 DWG to w a a w O U U Z w co C0 0 O IY ix 0 ❑ O U m p CV S47� to CD In Lo CD Lo �, H Q Q Q Q Q 0 C7 ❑ m CD UUU Um ❑ 000 0U„ U 0 r r M M W w Q O II II II II d U = ��-U) z W > > N W N v »� =U > wUl ® ❑ .d p Zu, 000 oLL 0W N`M co W � Q 11 II tl II tl LU U Y 0 Q=H (L 06 w c o dCD m f" W G) ~ In m co i IdO r to O N W N Q_ � O F LL t7 w ri oU) Cl) U w Q N I11NQ LLI d0 00 W C9 C0 i . ,LLI , - a zzag to w a a w O U U Z w co C0 0 O IY ix 0 ❑ O U m p CV S47� to CD In Lo CD Lo �, H Q Z V W 0 C7 ❑ m CD Q J ❑ w Lu 0- N E U 0 Cl) w Q O 0- O O E 0 U = z w U a W > > N W N � 0 X CL w > wUl ® ❑ .d p Ucn J c0 U O3 �L v U) W C9 Z F- (� W Lo JU- .-.0_ ® Q } Y Y 0 Q=H 'i I I 1 Q❑ W o U 2 >QZ W G) V �' ui o CV m In IdO r to O N W �I E LL C) O to N W W a zzag 0 z Lo �O Lo Q m v N cliN M UO L� I LU q 0- Lf)O Qco Z cn p z N UJ d U QW W w �N cna z Q a w.. 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ARCHITECTURAL G-1 CODE DATA G-2 LIFE SAFETY PLAN G1 ARCHITECTURAL SITE PLAN A-1 EXISTING &NEW FLOOR PLAN WALL TYPES, ROOM FINISH SCHEDULE A-2 REFLECTED CEILING PLAN /EXISTING &NEW DOOR &HARDWARE SCHEDULE A-3 NOT USED A-4 ACCESSIBILITY GUIDELINES PLUMBING P-1 PLUMBING NOTES, SCHEDULES, AND DETAILS P-2 DOMESTIC WATER AND SANITARY WASTE PLANS MECHANICAL M-1 MECHANICAL PLAN ELECTRICAL E-1 ELECTRICAL PLAN PROJECT LOCATION n n n n l n n n OVERALL BUILDING PLAN Q SCALE: N.T.S. LOCKS ON EXIT DOORS SHALL NOT REQUIRE THE USE OF AIKEY, A TOOL OR SPECIAL KNOWLEDC->PE OR EFFORT FOR OPERATION FROM (EGRESS SIDE UNLESS THEY MEET THEA: REQUIREMENTS OF NFPA 101 7.1.2.5. NOTE A: EXIT DOOR TACTILE SIGNAGE READING: EXIT SIGNAGE SHALL COMPLY W/ANSUCABO A117.1; MOUNT 60" AFF TO CENTERLINE OF SIGN PROVIDE MIN 6" HIGH LETTERS ON THE TENANT'S SUITE LETTERS MUST BE VISIBLE & LEGIBLE FROM THE STREET THEREFORE: THE ADDRESS NUMBER MAY NEED TO BE LARGER THAN THE MINIMUM OF 6" - COORD W/FIRE MUIRSHAL PROJECT LOCATION PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODE BUSINESS (B) WATER CLOSETS 1 WC PER 25 FOR THE FIRST 50 1 WC PER 50 FOR THE REMAINDER EXCEEDING 50 1 WATER CLOSETS CAN ACCOMMODATE 25 PATRONS LAVATORIES 1 PER 40 FOR THE FIRST 80 1 PER 80 FOR THE REMAINDER EXCEEDING 80 1 LAVATORIES CAN ACCOMMODATE 40 PATRONS TOTAL OCCUPANT LOAD - 38 19 MALES 19 FEMALES 2 REQUIRED WATERCLOSETS; 2 PROVIDED 2 REQUIRED LAVATORIES; 2 PROVIDED DRINKING FOUNTAINS (FLORIDA PLUMBING CODE SECTION 410.1): DRINKING FOUNTAINS SHALL CONFORM TO ASME Al 12.19.1 M, ASME Al 12.19.2M OR ASME Al 12.19.9M, AND WATER COOLERS SHALL CONFORM TO ARI 1010. WHERE WATER IS SERVED IN RESTAURANTS, DRINKING FOUNTAINS SHALL NOT BE REQUIRED. 1 REQUIRED SERVICE SINK - 1 SERVICE SINK PROVIDED SITE VICINITY PLANa STREET MPTP Q SCALE: N.T.S. SCALE: N.T.S. PROJECT DESCRIPTION THE PROJECT IS A TENANT BUILD -OUT IN AN EXISTING BUILDING, LOCATED IN ATLANTIC BEACH, FLORIDA. IT IS A CHANGE OF USE FROM MERCANTILE TO BUSINESS. THE TENANT SPACE IS CURRENTLY MIMI'S ORIENTAL MARKET. THE BUILDING IS CONSTRUCTED OF LOAD-BEARING CMU AND STEEL BAR JOIST, GIRDERS AND METAL DECK. CODE RE UIREMENTS FLORIDA FIRE PREVENTION CODE 6TH EDITION (ENCOMPASSING 2015 ON NFPA 1 & NFPA 101) FLORIDA BUILDING CODE 6th EDITION (2017) OCCUPANCY CLASSIFICATION OF TENANT SPACE: BUSINESS (B) FBC 304.1; NFPA 3.3.34, 3.3.188.3 AND CHAPTER 38 A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT OF LESS THAN 50 PERSONS SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY (FBC 303.1.1) CONSTRUCTION: FBC SECTION 602.2 -TYPE IIB, UNSPRINKLED ALLOWABLE HEIGHTS AND BUILDING AREAS: TABLES 504.3 & 506.2 - TYPE IIB, UNSPRINKLED TENANT AREA: 787 SF ALLOWABLE STORIES: 2 FBC TABLE 504.4 BUILDING AREA: 8,800 SF ALLOWABLE HEIGHT: 55 FT FBC TABLE 504.3 TYPE 1113- TABLE FBC 601 ALLOWABLE AREA: 9,500 SF FBC TABLE 506.2 BUILDING ELEMENT TYPE IIB TLA TIS (FT) INCLUDING COLUMNS, GIRDERS, TRUSSES 0 BEARING WALLS BEAC E EXTERIOR 0 INTERIOR O X�. OTHERS EXTERIOR 0 NONBEARING WALLS AND PARTITIONS 5W INTERIOR -- 0 FLOOR CONSTRUCTION <30 INCLUDING SUPPORTING BEAMS AND JOISTS 0 ROOF CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS AND JOISTS Q W Z W ,I,I At ICI Fkt ;T ot:ar'y S(-havI , Z U) H 0 ti Ft O ` THE BEACHES Q ' Y L,, r'4 w a l e Ir- t o- 1� I IJQky rvl.lrkUt l IvIsp d atR 2019 G uoul 9 SITE VICINITY PLANa STREET MPTP Q SCALE: N.T.S. SCALE: N.T.S. PROJECT DESCRIPTION THE PROJECT IS A TENANT BUILD -OUT IN AN EXISTING BUILDING, LOCATED IN ATLANTIC BEACH, FLORIDA. IT IS A CHANGE OF USE FROM MERCANTILE TO BUSINESS. THE TENANT SPACE IS CURRENTLY MIMI'S ORIENTAL MARKET. THE BUILDING IS CONSTRUCTED OF LOAD-BEARING CMU AND STEEL BAR JOIST, GIRDERS AND METAL DECK. CODE RE UIREMENTS FLORIDA FIRE PREVENTION CODE 6TH EDITION (ENCOMPASSING 2015 ON NFPA 1 & NFPA 101) FLORIDA BUILDING CODE 6th EDITION (2017) OCCUPANCY CLASSIFICATION OF TENANT SPACE: BUSINESS (B) FBC 304.1; NFPA 3.3.34, 3.3.188.3 AND CHAPTER 38 A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT OF LESS THAN 50 PERSONS SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY (FBC 303.1.1) CONSTRUCTION: FBC SECTION 602.2 -TYPE IIB, UNSPRINKLED ALLOWABLE HEIGHTS AND BUILDING AREAS: TABLES 504.3 & 506.2 - TYPE IIB, UNSPRINKLED TENANT AREA: 787 SF ALLOWABLE STORIES: 2 FBC TABLE 504.4 BUILDING AREA: 8,800 SF ALLOWABLE HEIGHT: 55 FT FBC TABLE 504.3 TYPE 1113- TABLE FBC 601 ALLOWABLE AREA: 9,500 SF FBC TABLE 506.2 BUILDING ELEMENT TYPE IIB STRUCTURALFRAME (FT) INCLUDING COLUMNS, GIRDERS, TRUSSES 0 BEARING WALLS ALL EXTERIOR 0 INTERIOR O NONBEARING WALLS AND PARTITIONS OTHERS EXTERIOR 0 NONBEARING WALLS AND PARTITIONS 5W INTERIOR -- 0 FLOOR CONSTRUCTION <30 INCLUDING SUPPORTING BEAMS AND JOISTS 0 ROOF CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS AND JOISTS TYPE IIB - TABLE FBC 602 FIRE SEPARATION DISTANCE TYPE OF CONSTRUCTION GROUP B (FT) Q� �o < 5 ALL 1 > 5 5 O OTHERS 1 < LL <C 5W >10 N 04 o 9 J <30 IIB 0 > 30 ALL 0 SEPARATED ACCESSORY OCCUPANCIES (FBC TABLE 508.4): SEPARATION OF A BUSINESS OCCUPANCY FROM A BUSINESS OR MERCANTILE OCCUPANCY N - NO RATING REQUIRED SEPARATED ACCESSORY OCCUPANCIES (FLORIDA FIRE PREVENTION CODE TABLE 6.1.14.4.1(a & b): SEPARATION OF A BUSINESS OCCUPANCY FROM AN BUSINESS OR MERCANTILE OCCUPANCY. NO REQUIREMENT WHERE THE BUILDING IS TWO STORIES OR LESS IN HEIGHT AND THE TOTAL SQUARE FOOTAGE IS LESS THAN 10,000 SF, NO SEPARATION IS REQUIRED OCCUPANT LOAD: MINIMUM OCCUPANT LOAD - FBC TABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 38.1.7): KITCHEN & BAR AREA: 100 GROSS SF PER PERSON (FFPC) & 200 GROSS SF PER PERSON (FBC) DINING AREA: 15 NET SF PER PERSON (UN -CONCENTRATED ASSEMBLY - TABLE & CHAIRS) STORAGE AREA: 300 GROSS SF PER PERSON KITCHEN & BAR 180 SF (GROSS)/100 & 200 SF PER PERSON = 2 OCCUPANTS = 1 OCCUPANT STORAGE 49 SF (GROSS)/300 SF PER PERSON = 1 OCCUPANT = 1 OCCUPANT DINING 303 SF (GROSSY15 SF PER PERSON (ACTUAL SEATS 36) = 36 OCCUPANTS = 36 OCCUPANTS TOTAL = 39 OCCUPANTS = 38 OCCUPANTS INTERIOR FINISHES: PER FFPC PER FBC MINIMUM AS REQUIRED BY FBC TABLE 803,9 (UNSPRINKLED): OCCUPANCY VERTICAL EXITS EXIT ACCESS CORRIDORS ROOMS & ENCLOSED SPACES BUSINESS A B C AS REQUIRED BY NFPA 101 TABLE A.10.2.2: OCCUPANCY VERTICAL EXITS EXIT ACCESS OTHER SPACES BUSINESS A OR B A OR B A, B OR C O 6 CLASS A INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 REVIEWED FOR CODE COMPLI� CLASS B INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 CITY OF ATLANTIC BEACH CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 SEE PERMITS FOR ADDITIONAL CLASS I INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT LESS THAN 0.45 W/cm2 REQUIREMENTS ►AND CONDITION CLASS II INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT MORE THAN 0.22 W/cm2 BUT REVIEWED BY: DATE: d LESS THAN 0.45 W/cm2 MEANS OF EGRESS: *Moqf--[> MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: ^1 FBC TABLES 1005.1 & 1016.2, & TABLE A.7.6.1: (�A ID TE. MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLED): BUSINESS - 200 FT (� NFPA 101 - 200 FT (BUSINESS FFPC 38.2.6.3) MAXIMUM DEAD END CORRIDOR LENGTH (UNSPRINKLED): 50 FT (FBC 1018.4) NFPA 101 - 50 FT (BUSINESS FFPC 38.2.5.2.1) EGRESS WIDTH PER PERSON SERVED: OTHER EGRESS COMPONENTS (CORRIDORS, RAMPS, ETC.) =.2' (0.2"x 15 OCCUPANTS =3" REQUIRED) MINIMUM CORRIDOR AISLE WIDTH: 44" (36' WHEN OCCUPANT LOAD IS LESS THAN 50 - FFPC 38.2.3.2) MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32"(32"/.02" PER PERSON= 160 PERSONS) DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1008.1.2) ^ L COMMON PATH OF TRAVEL (UNSPRINKLED): 75 FT (FBC 1014.3); NFPA 100 - 75 FT (BUSINESS) FFPC 38.2.5.3.1. JAN 7 2020 160P INDICATES EXIT OR EXIT ACCESS, NUMBER OF PERSONS (P) DISCHARGING AT EXIT OR EXIT ACCESS, 32„ AND EGRESS CLEAR WIDTH (AT DOORS).`'�`C SAMPLE EGRESS TRAVEL PATH AND DISTANCE E' 1 HR FIRE -RATED TENANT SEPARATION WALL (UL DESIGN U419) -� FIRE EXTINGUISHER TYPE "A” (UL RATING 3A-40B:C) 5 LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MODEL #5MB-6H (A KIDDE COMPANY) FIRE EXTINGUISHER TYPE "B" (UL RATING 2-A:K) 6 LITER (1.56 GAL) EXTINGUISHER FOR CLASS K FIRES EQUAL TO KITCHEN ONE MODEL #KS -6000 BY PYRO-CHEM CLASS A FIRES (ORDINARY COMBUSTIBLE MATERIALS SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) Q� CLASS B FIRES (LIQUIDS, TARS, OILS, GASES) CLASS C FIRES (ELECTRICAL EQUIPMENT) C� CLASS K FIRES (COOKING MEDIA -VEGETABLE OR ANIMAL OIL AND FATS) MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SF �OA MAXIMUM FLOOR AREA PER 2A UNIT = 3,000 SF MAXIMUM TRAVEL DISTANCE MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER = 75 FT TO A "K" EXTINGUISHER = 30 FT MAXIMUM TRAVEL DISTANCE TO A "K" EXTINGUISHER = 30 FT DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. Q00 0 Q� �o O O .e..:. M LL <C 5W I--- Cl) Q N 04 o 9 J O W J _j U) c3 v ) v) Q W Z W Q W W Z U) H 0 ti Z J O ❑❑ V ❑❑ Z ❑ u� M w M W �Z o� w Ur of Cl �Z mN ZCl O W to Oto 4 LLa U) F -s o 0 © _N w O D- 4-- 0 0 +. U Q-0 o ca aim © =U LYNN �'o �/ O U� O O L.L a M -) 0) � LL LL DRAWN BY: ABS CHECKED BY: CAS DATE: 01-07-20 I SHEET G- 1 0 O O M LL <C �-- Z I--- Cl) Q N 04 o 9 J W rn W J _j m v ) v) Z W Q W W Z U) H 0 ti Z J O Q 1� DRAWN BY: ABS CHECKED BY: CAS DATE: 01-07-20 I SHEET G- 1 FINISHES: GYPSUM BOARD: PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD (ASTM C630/630M) IN WASH DOWN AND WET AREAS; COORD w/OWNER'S REP PROVIDE TILE BACKER BOARD (DEN -SHIELD OR APPROVED EQUAL) ON WALLS TO RECEIVE CERAMIC TILE (ASTM C1178) PROVIDE FIRE RATED GYPSUM BOARD TYPE "X" 5/8 THICK ON FIRE RATED PARTITION (ASTM C36) INSTALLED PER UL ASSEMBLY REQUIREMENTS GYPSUM BOARD INSTALLATION: INSTALLPER GA -216 & GA -600. ERECT EXTERIOR GYPSUM SHEATHING IN ACCORDANCE WITH ASTM C1280. PROVIDE A GYPSUM BOARD ACCESSORIES AS REQUIRED: ACOUSTIC SEALANT, CORNER BEADS, EDGE TRIM (GA -216), JOINT MATERIALS (ASTM C475 & GA -216) - REINFORCING TAPE, JOINT COMPOUND, ADHESIVE & WATER. GYPSUM BOARD FINISHES: LEVEL 1 - ABOVE FINISHED CEILINGS CONCEALED FROM VIEW LEVEL 2 - WALLS BEHIND CABINETRY LEVEL 3 - WALLS EXPOSED TO VIEW LEVEL 4 - CEILING EXPOSED TO VIEW LEVEL 5 - SPECIAL WALLS TO RECEIVE WRITING SURFACES (COORD ANY LOCATIONS OF LEVEL 5 FINISH WALLS %A,/OWNER) INSULATION: PROVIDE ACOUSTIC INSULATION (ASTM C665) AROUND ALL TOILET AND BATHROOMS AND AS NOTED ON THE WALL TYPE SCHEDULE. INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED R-11 MIN. PROVIDE BATT INSULATION (ASTM C665) IN EXTERIOR WALLS AND SOFFIT AREAS WITH R -VALUES AS NOTED ON PLANS AND SECTIONS. BATT INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED. INSULATION SHALL HAVE FLAME/SMOKE PROPERTIES 75/450 IN ACCORDANCE WITH ASTM E84 FRAMING MATERIALS: STUDS AND TRACKS (ASTM C645, GA -216, GA -600) SHALL BE GALVANIZED SHEET STEEL, 0.0188" THICK (25 GA), 0.284 (22 GA), 0.0359(20 GA); C -SHAPE, WITH KNURLED FACES. ANCHOR TO SUBSTRATE WITH TIE WIRES, NAILS, SCREWS, AND OTHER METAL SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION TO RIGIDLY SECURE MATERIALS IN PLACE METAL STUD INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA -216 & GA -600 DEFLECTION: MAXIMUM DEFLECTION OF INTERIOR NON -LOAD BEARING PARTITIONS SHALL BE L/240 AT 5 PSF. PROVIDE LATERAL REINFORCING AS REQUIRED CEILING FRAMING INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA -216 & GA -600 DEFLECTION: LEVEL CEILING TO A TOLERANCE OF L/600. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. ACOUSTICAL CEILING TILES: ACOUSTICAL CEILING TILE EQUAL TO: ARMSTRONG FINE FISSURED, SQUARE LAY -IN, 24" x 24"x 5/8", 15/16" GRID - WHITE. ACOUSTICAL CEILINGS SHALL COMPLY w/ THE FOLLOWING: ASTM C635, ASTM C636, ASTM C665, ASTM E580, ASTM C12.84 AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. INSTALLATION: INSTALL LAY -IN CEILING IN ACCORDANCE WITH ASTM C636 AND ASTM E580. INSTALL SYSTEM CAPABLE OF SUPPORTING IMPOSED LOADS TO DEFLECTION OF L/360 MAXIMUM ACCESSORIES: PROVIDE ALL NECESSARY ACCESSORIES; GALVANIZED SUPPORT HANGERS AND CHANNELS, PERIMETER MOLDINGS (SAME MATERIAL AND FINISH AS THE GRID- L -SHAPED MOLDING FOR MOUNTING AT THE SAME ELEVATION AS FACE OF GRID) TOUCH UP PAINT AS REQUIRED TO MATCH GRID. VINYL COMPOSITION TILE (VCT) & VINYL BASE (VB): VCT EQUAL TO: ARMSTRONG STANDARD EXCELON 12" x 12" x 1/8" AND SHALL COMPLY WITH ASTM F 1066 PERFORMANCE REQUIREMENTS A. Conform to applicable code for fire performance ratings as follows: 1. Flooring, critical radiant flux (CRF): Minimum 0.45 watt per square centimeter, per ASTM E 648. 2. Flooring, smoke developed: Maximum 450, per ASTM E662. 3. Wall base, flame spread: Maximum 75, per ASTM E84. 4. Wall base, smoke developed: Maximum 450, per ASTM E84. CERAMIC AND QUARRY TILE INSTALL TILE PER THE TCA (TILE COUNCIL OF AMERICA) HANDBOOK FOR TILE INSTALLATION. IUr1TG ALL FINISHES AND COLORS SHALL BE APPROVED BY OWNER PRIOR TO ORDERING LIFE SAFETY PLAN SCALE: 3/8"=1'-0" 2 PERSON TABLES: 2 x 2= 4 SEATS 4 PERSON TABLES: 6 x 4 = 24 SEATS BAR STOOLS: 8x 1 = 8 SEATS TOTAL: 36 SEATS 5% OF SEATING IS REQUIRED TO ACCESSIBLE 5% OF 32 SEATS IS 2 SEATS 5% OF SEATING SHALL BE ACCESSIBLE COMPLYING WITH SECTION 902 FBC-ACCESS 226.1) (28" HIGH MIN.; 34" HIGH MAX FBC-ACCESS 902.3) o�F�cF coA DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. Q ❑❑ ❑ 00 n C6 Q�o W w M rn W O �Z 40 W (' U s� , Z o mN Z W Ca 04 r0 Otn Q U) F- ALL c .d o d © �C F_ a� W Q Z U a Q CO —oo aims � ❑❑ V ❑ Z ❑❑ ❑ W�/ n W W 0 M rn W M 0) �Z 40 W (' oO) 0 Z o mN Z W Ca 04 r0 Otn Q U) F- ALL c .d o d © �C F_ a� W Q Z W W Q CO —oo aims � = 0 V. � o v CO)d- -a cv ca o of C14 (14 O 0 Q CU 0 Mama) 0) 00 J LL LL DRAWN BY: ABS CHECKED BY: CAS DATE: 01-07-20 SHEET G-2 n 0 0 M LL CNM O�Z � W cy) wJ LL co L Q z W � �C F_ LL � W Q Z W W i0 U F_ H o IM Q 0 J z g a z O � a LU � LLL -' w J I— � I— I— w LU =O CO z DRAWN BY: ABS CHECKED BY: CAS DATE: 01-07-20 SHEET G-2 SAILFISH PLAZA SHOPPING PLAZA ATLANTIC BEACH, FLORIDA I ASPHALT PAVEMENT NEW CONCRETE 0I I I I I I — I I I I O O W I 00 I� Z I I I I I I 04Lij CONC. CURB 24'-0" 24'-0" DRAINAGE 0c) 0 N CONC. CURB rd ASPHALT PAVEMENT 00 EXISTING GUTTER edra ARCHITECTURAL SITE PLAN SAILFISH DRIVE EAS SCALE: 3/16"=1'-0" SITE IS TO DRAIN TOWARD SAILFISH DRIVE 7Atlantic PontBeach, c DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS &DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION &CONSENT. Q w t U Q ❑ Z ❑ v M w m LU LLL O p1.C)j Lu � Z CD Lo za cc O v) 4 � a U3 I— � � o 0 © U � w 6i , �z Corn civ Q—o ow= � cai� co TUS © y U SYN N .0 '00'C3 Q Q �� 0 0 00 M�00 LL LL u—� Q N C? wJ oQZ � W � � o m (n � Cl) U ZWQ Jw 0 ~ Z Q U � � U) to _ 0 W �z o 3: Q ❑ Z ❑ v M w m LU LLL O p1.C)j Lu � Z CD Lo za cc O v) 4 � a U3 I— � � o 0 © U � w 6i , �z Corn civ Q—o ow= � cai� co TUS © y U SYN N .0 '00'C3 Q Q �� 0 0 00 M�00 LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 01-07-20 SHEET C-1 u—� Q N C? wJ oQZ � W � � o m (n � Cl) U ZWQ Jw 0 ~ Z Q U � � U) to _ 0 W �z o 3: Q g w Z O H U C/) � w W Q W J Q D W W = O C/) Z DRAWN BY: CAS CHECKED BY: CAS DATE: 01-07-20 SHEET C-1 LEGEND PROVIDE 5/8" TYPE X GWB TO EX15TING BOUNDARY WALL5 TO INCREASE FIRE RATING EXISTING WALL5 TO REMAIN EXISTING WALLS TO BE REMOVED OO NEW WALL5 TO BE CON5TRUCTED 3 5/8", 25 GA METAL STUDS @ I G" O.C. w/ 112" GYP BOARD ON EACH 51DE OPTIONAL AT TOILET ROOMS - R- I 1 50UND ATTENUATION BATT IN5ULATION O NEW PLUMBING WALL TO BE CON5TRUCTED G", 25 GA METAL 5TUD5 @ I G" O.C. w/ 1/2" GYP BOARD ON EACH 51 DE EXISTING FLOOR PLAN Q AN51 5Y5TW TRACK '^ AT CEILIU TO BE SCREWEt EXIST. CEILING ( 3 5/8" METAL STUDS WITH 1/2" GYP BOARD ON EACH SIDE TRACK AT FLOOR WALL BASE — EXIST. 2'-0" x 4'-0" SUSP. ACOUSTIC. TILE CEILING GRID POWER FASTERN MTL. RUNNER @ 24" O.C. AND 2" FROM EACH END TYPICAL WALL SECTION SCALE: NOT TO SCALE FLOOR PLAN SCALE: 1/4"=1'-0" GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017) 1008.1.2. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE 101 (2015) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 6th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). FBC 1010.1.5 6. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 7. THE GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES ON ALL REQUIRED COMPONENTS AND CLADDING. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE RATED BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS DINING 101 VCT VB PT ACT 8'-11" (n BAR W W b' M U) M Z a 102 VCT VB PT ACT 8'-11" RESTROOM FW -0 NW �Q L.L. EPDXY O 103 VCT VB PT ACT V-11" STORAGE 104 VCT VB PT VINYL -FACED ACT 8'-11" ADA RESTROOM a 105 VCT VB PT ACT 8'-11" EXISTING KITCHEN ULz S/S & 106 VCT VB EPDXY PT VINYL -FACED ACT 8'-5" STAINLESS STEEL PANELS UNDER HOOD OCT — Arr)I ICTIrAI r1C:II 1Ai(1 Tll C ne. r.'-.... . O z W CT = CERAMIC TILE SC EP = EPDXY PAINT S/S FRP = FIBERGLASS REINFORCED PANEL VB LVT = LUXURY VINYL TILE VCT PP = POLISHED PORCELAIN PT = PAINT IILVIL1 1.41 VVPILL DH0C SEALED CONCRETE STAINLESS STEEL PANELS VINYL BASE VINYL COMPOSITION TILE WALLS WITHIN 2'-0" OF SERVICE SINKS, URINALS & WATERCLOSETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE THE FLOOR COORDINATE ALL FINISHES WITH TENANT NOTES: 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 718, PROVIDE FIREBLOCKING IN CONCEALED WALL SPACES INCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (FBC 718,2.2). SEE FBC 718.2.1 FOR FIREBLOCKING MATERIAL OPTIONS. 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE. 5. PROVIDE FIRE-RERADANT WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS. COORDINATE LOCATIONS OF CEILING & WALL MOUNTED TELEVISIONS WITH TENANT IN FIELD. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM (OPTIONAL - COORD w/TENANT). INTERIOR CONCRETE SLAB INSTALLATION NOTES: 1. #4 x 12" LONG DOWELS @ 36" O.C. W/6" IN THE EXISTING SLAB AND 6" IN THE NEW SLAB - ANCHOR DOWELS INTO EXISTING SLAB, TYP, TRENCHES LESS THAN 12" DO NOT REQUIRE DOWELS. TRENCHES LESS THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. THE DOWELS SHALL BE INSTALLED IN A STAGGERED PATTERN OFFSET 18" ON EACH SIDE OF THE TRENCH. TRENCHES GREATER THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. 2. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 -1.4 x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO GENERAL NOTES: 1- PATCH AND REPAIR ALL EXISTING MATERIALS AND FINISHES AT WALLS, FLOORS AND CEILINGS WHERE AFFECTED OR DAMAGED BY NEW CONSTRUCTION OR REMOVAL OF EXISTING CONSTRUCTION. MATERIALS AND FINISHES SHALL MATCH EXISTING CONSTRUCTION AND FINISHES. ALL OPENINGS IN FLOORS, WALLS AND CEILINGS RESULTING FROM DEMOLITION OPERATIONS SHALL BE INFILLED WITH MATERIAL TO MATCH EXISTING CONSTRUCTION AND FINISHES. FIRE RATINGS OF EXISTING WALLS SHALL BE MAINTAINED. 2. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER. 3. VERIFY EXISTING FIRE RATINGS ON EXISTING PARTITIONS. PARTITIONS THAT ARE CUT TO INSTALL PLUMBING, ELECTRICAL & MECHANICAL SYSTEMS SHALL BE PATCHED AS REQUIRED TO MAINTAIN FIRE RATINGS. 4. REMOVE EXISTING SWITCHES, RECEPTACLES, JACKS, CONDUITS, ETC. ON WALLS NOTED TO BE REMOVED. �Eit Atlantic Bench, Ponte Vedra Beach, DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. 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I - i r � LI � ------------------------------------ cn - - - of Of w W CN Q V z J LU U a W F— u _! z L.L LU _1 cr. O_ D] 0 LJJ U W LL z W Q � J V Z tD z t/i J X w Lit U 5 9z 3-w z 0.W — 3zgV §Ww•ze wzrZZ y W C W Z p H Z W U d W 0 o 5 aoI3m papN3 W U W Q a— dg z� a =�w3 13 IX LOOM ,U,'OZ¢ a��° w o coaZ= 2�a0° > w w C3 comm co m w irZa-0 y aLu z W,6F-� Lu wo2aa.. Z co to 0 Q 92zQ uj z p T oxLU�o � 2 w F- o-/ u_ � o w W CN Q V z J LU U a W F— u _! z L.L LU _1 cr. O_ D] 0 LJJ U W LL z W Q � J V Z tD z t/i J X w Lit U 5 9z 3-w z 0.W — 3zgV §Ww•ze wzrZZ y W C W Z p H Z W U d W 0 o 5 aoI3m papN3 W U W Q a— dg z� a =�w3 13 IX LOOM ,U,'OZ¢ a��° w o coaZ= 2�a0° > w w C3 comm co m w irZa-0 y aLu z W,6F-� Lu wo2aa.. Z co to PLUMBING NOTES 1. ALL WORK & MATERIAL SHALL BE PERFORMED & INSTALLED IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODES, & ALL CURRENT AMENDMENTS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 3. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL, MECHANICAL AND STRUCTURAL FRAMING. 4. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 5. ALL WASTE AND VENT PIPING SHALL SLOPE AT 1% UNLESS INDICATED OTHERWISE. 6. ALL VENT PIPING SHALL BE ATTACHED TO WALL NO FURTHER THAN 3" AWAY. 7. REMOVE ALL FACTORY MARKINGS ON EXPOSED PVC PIPING, USE ACETONE, XYLENE, MEK OR ANOTHER APPROPRIATE SOLVENT. 8. FCO's SHALL BE INSTALLED FLUSH TO FINISHED FLOOR. NO DISHING PERMITTED. 9. ALL UNDERFLOOR WASTE PIPING SHALL BE PVC UNLESS STATED OTHERWISE BY LOCAL CODES AND REGULATIONS. 10. ALL FLOOR DRAINS LOCATED IN THE TOILET ROOMS, MECHANICAL ROOMS AND OTHER LOCATIONS NOT SUBJECT TO PERIODIC WASHDOWN SHALL BE PROVIDED WITH TRAP PRIMERS. 11. ALL VENT PIPING SHALL BE FULL LINE SIZE IF A WCO IS SHOWN, OR AS INDICATED. 12. FLOOR DRAIN LINE SIZE AND VENTING IN ACCORDANCE WITH 2017 FLORIDA PLUMBING CODE INCLUDING LATEST REVISIONS, COMBINATION WASTE AND VENT SYSTEM. 13, ALL VENT PIPING SHALL BE LOCATED WITHIN MASONRY WALLS AND OTHER WALL CONSTRUCTION THAT MAY BE USED TO ENCLOSE THE VENT PIPING, PIPING SHOWN ON DRAWINGS MAY NOT REFLECT THIS INSTALLATION METHOD BECAUSE OF THE DEGREE OF DETAIL INCONSISTENT WITH 1/8" PLANS, IF PIPING CANNOT BE INSTALLED WITHIN THESE STRUCTURES, APPROVAL OF THE ENGINEER OF ANOTHER INSTALLATION METHOD IS REQUIRED. 14. ALL HOT WATER PIPING SHALL BE INSULATED WITH 3/4" FG AND ASJ. 15. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12" (INCHES) FROM ANY VERTICAL SURFACE AND 10' (FEET) FROM ANY OUTSIDE AIR INTAKES. 16. PLUMBING FIXTURE DESCRIPTION SHALL TAKE PRECEDENCE WHEN EXISTS A CONFLICT WITH THE DESCRIPTION AND MODEL NUMBER. FLOOR ORIFICE THREE COMPARTMENT SINK WITH LEVER WASTES. PLATE VENT VENT (AIR INTAKE) INLET OUTLET FLOWCONTROL SANITARY VENT- CLEANOU ZURN LIGFT COMMERCIAL FLOOR SINK FLOW SRN ERCEPT R PIPING NOTES 1. PROVIDE TRAPEZE PIPE HANGERS FOR PIPES 3 OR MORE. DOUBLE NUT U -BOLTS EVERY THIRD HANGER. U -BOLT SHALL BE LOOSELY FASTENED. INTENT IS NOT TO BIND OR HOLD PIPE, BUT ONLY TO PROVIDE LATERAL SEPARATION. 2. PROVIDE 1" X 1" X 1/8" ANGLE WELDED TO BOTH SIDES OF PIPE OF BAR JOIST IF PIPE HANGAR IS MORE THAN 6" AWAY FROM PANEL POINTS. 3. PROVIDE WATER HAMMER ARRESTORS FOR ALL GANG TOILET AREAS OR ANY OTHER SINGLE OR MULTIPLE WATER USING DEVICE. 4. FASTEN ALL INSULATION PIPE SHIELDS TO PIPE INSULATION WITH ADHESIVE. 5, ALL PIPE SUPPORT SYSTEMS SHALL NOT CRUSH THE INSULATION WHEN RESTING UPON THE SUPPORT. THE USE OF METAL SADDLES IS NECESSARY WHEN THE WEIGHT OF PIPE EXCEEDS THE WEIGHT SUPPORT LIMIT OF THE INSULATION. 6. PIPE SIZES MAY BE SHOWN FOR THE SAME PIPING ON MORE THAN ONE PLAN. IN CASE OF PIPE SIZE DISCREPANCY, THE LARGER PIPE SIZE SHALL BE CONSIDERED CORRECT DURRING THE BIDDING AND DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT/ENGINEER OTHERWISE. 7. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD DOMESTIC WATER AT ALL RESTROOM LOCATIONS AND HEAT TRAPS FOR WATER HEATERS. 8. PROVIDE 3/4" IMCOA INSULATION ON DOMESTIC COLD WATER PIPING ABOVE CEILING. 9. PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SHALL BE INSULATED AND HAVE SPACE SEALED WITH FIRE STOP MATERIAL. 10. PROVIDE A POSI-SET SYSTEM GAS CONNECTION SYSTEM FOR ALL GAS APPLIANCES. 3" GREASE WASTE TO GREASE TRAP 3" OUTLET TO SANITARY - GREASE TRAP DETAIL SCALE: N.T.S. NOTE: NO PLUMBING, GAS, MECHANICAL OR ELECTRICAL CONNECTIONS OR INSTALLATIONS SHALL BE MADE UNTIL THE GENERAL CONTRACTOR, SUBCONTRACTOR AND OWNER/TENANT HAVE FIELD VERIFIED ALL EQUIPMENT REQUIREMENTS WITH EQUIPMENT SUPPLIER. UNDERCOUNTER GREASE TRAP MARK MAX FLOW RATE MAX CAPACITY DESIGN BASIS MODEL GT -1 25 GPM 50# ZURN GT02700-25 O P-1 WATER CLOSET -HANDICAPPED FLOOR MOUNTED, ELONGATED, VITREOUS CHINA, TANK TYPE, RIM c@ 18" AFF, OPEN FRONT SEAT, NO COVER, WITH CONCEALED CHECK & S.S HINGE POST; W GREASE INTERCEPTOR CALCULATIONS.- MINIMUM ALCULATIONS:MINIMUM FLOW RATE: COMBINED SINK FIXTURE VOLUME (GALLONS) X 0.75 / 2.0 MIN DECANT TIME _ (20 X 16 X 12 /1728) X 3 X 7.481 X0.75/2.0=18.7 GPM MINIMUM MOP SINK RAP -TaLE (� _ I: HANDSINK I -moi p.�HELF I �' cl- FfF61 EXISTING KITCHEN ADA RESTROO EXISTING I w I 105 m I HEATER i i o I I I w U LL I O 0 C 0 I '� I T I I ITI-�IN SPACE; TION I I I I 1/2"CW& N NI � 1/2" HW STODGE RESTROOM - 1 103 -- I I I I I it I I I I I REACH -IN SOLID P-1 I I DOOR REF P-2 -------------- I o I I El D 3 I I - -------- I I I I I I I _ I I AFD I I I PROVIDE __ I MIXING V - �U Ul ID -I j HANDSINKI DINING I 101 I I I I I � BAR I 'I I 102 I � I I I I I I I I I I I . I I I I I I I I I I I I I I i I I I GREASE ANSUL SYSTEM DOMESTIC WATER PLAN SCALE: 1/4"= V-0" PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION PIPE SIZES (INCHES) CW HW SAN VENT O P-1 WATER CLOSET -HANDICAPPED FLOOR MOUNTED, ELONGATED, VITREOUS CHINA, TANK TYPE, RIM c@ 18" AFF, OPEN FRONT SEAT, NO COVER, WITH CONCEALED CHECK & S.S HINGE POST; W �-i- � F- N QM U)z 1/2" CHROME PLATE, BRASS WHEEL STOP, ANGLE STOP 1/2 __ 4 2 P-2 LAVATORY - HANDICAPPED VITREOUS CHINA, WALL HUNG, 4" CENTERS; FAUCET: CHROME PLATED BRASS, WRIST BLADE LEVERS, GRID DRAIN, CHROME P -TRAP, 1/2" WHEEL HANDLE 0 LLw J m z mN zo W °gym_CN STOPS 1!2 1/2 1-1/4 2 P-3 HAND SINK PARIS SINK MODEL OHZ; FURNISHED BY OWNER; PROVIDE TEMPERING VALVE TO LIMIT TEMPERATURE TO 110°F 1/2 W Q w a) � »rnrn 1/2 1-1/4 2 MV MIXING VALVE WATTS SERIES LFUSG-B-M2, UNDER SINK GUARDIAN; THERMOSTATIC MIXING VALVE, LEAD FREE BRASS 4 -PORT, "H" PATERN BODY; DUAL CHECK VALVES, _V �o'q'd �U)NN U -0mccu -a70 O 0 0 r-nsoo INTEGRAL SCREENS; SET TEMPERATURE LIMIT TO 110°F 1/2 1/2 -- -- FD FLOOR DRAIN CAST IRON W/ FLANGE, INTEGRAL REVERSING COLAR, SEEPAGE OPENINGS, 7" ON 3" BODY, SATEN NICKEL, BRONZE STRAINER, 1 -RAP PRIMER TAP & TY -SEAL J 0- w OUTLET -- -- 3 2 NOTES: 1. ALL EXPOSED PIPING TO LAVATORIES TO BE PROVIDED WITH FACTORY FORMED INSULATION COVERS FOR THE P -TRAP AND SUPPLIES, EQUAL TO TRUEBRO HANDI-LAV GUARD. 2. LAVATORIES AND HAND SINKS SHOULD BE 0.5 GPM OR PROVIDE WITH 0.5 GPM AERATOR TO LIMIT FLOW. 3. SEE MANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. P-3 u 3" VTR ANSUL SYSTEM r rOKINIPrT PXICTIkI(: CONNECT RELOCATED MOP SINK TO EXISTING SANITARY SANITARY WASTE PLAN SCALE: 1/4"= V-0" �'C� I ti CONNECT TO 2 J�� I FS EXISTING SANITARY GT EXISTING 3 COMP CONNECT TO EXISTING SANITARY SANITARY RISER JI.HLt: IV. I .J. KI DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS, THESE DRAWINGS, PLANS & DESIGNSARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. 00 (3 ❑❑ ❑ z ❑ O U O M 00 W �-i- � F- N QM U)z rn w w J � ry m�� oLo =Q W (D 0 0 LLw J m z mN zo W °gym_CN mow�// cy) z oc/) Q� Cn ILLd �a Q U) �0 �U L) UO a)z W Q w a) � »rnrn coma) Z J z o_ � omow _V �o'q'd �U)NN U -0mccu -a70 O 0 0 r-nsoo o 0 m Mem 0) LL LL DRAWN BY: DTD CHECKED BY: CMD DATE: 01-07-20 SHEET P-1 ❑ O O 00 F-- �-i- F- F- N QM o<z �< w w J � ry m�� I..L =Q F-W'� C)�"_ LLw J m Q I- ❑ mow�// cy) z O Q F_ Q Z J z o_ � Z W m J 0- w J � F- W W = U) O z DRAWN BY: DTD CHECKED BY: CMD DATE: 01-07-20 SHEET P-1 i i EXHAUST, HOOD (Itx) NEW STORAGE r' ACH-IN 5XV 510m ITF N x N DINING 101 EF RESTROOM Fl -or NEW NEW EF -1 50PA MACHIN (RLC) (RLC) y (RLC) MECHANICAL PLAN SCALE: i/a^=il-a.. MECHANICAL NOTES EXISTING SPLIT 1. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN AIR DISTRIBUTION DEVICE SCHEDULE DUCTS, & TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO COOLING CAPACITY ADDITIONAL COST. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. FACE SIZE LOCATION OF DUCTWORK IS APPROXIMATE. PRIOR TO FABRICATING _ DUCTWORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CLEARANCES AND EXISTING DUCT REPORT ANY DISCREPANCIES BETWEEN DRAWINGS & ACTUAL FIELD TO ROOF W/ CONDITIONS TO THE ENGINEER. PRIOR TO INSTALLING EQUIPMENT, CAP SURFACE 12"X 12" CONTRACTOR SHALL ENSURE EQUIPMENT CLEARANCES WILL BE MAINTAINED. 1,2 2. FABRICATE & INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT AREA CONSTRUCTION STANDARDS, LATEST EDITION. (Ea) (Ea) 3. CONDENSATE DISPOSAL SHALL BE IN ACCORDANCE WITH 2017 FMC INCLUDING TOTAL FLOW ALL LATEST REVISIONS. ESP 4. CONDENSATE PIPING SHALL BE TRAPPED AND SIZED PER MANUFACTURER'S MARK RECOMMENDATIONS. 3 DUCT 5. INDOOR & OUTDOOR UNITS SHALL HAVE SINGLE POINT OF CONNECTION. )NNECT TO 6. PROVIDE CONICAL TAKE -OFFS FOR ALL ROUND TAPS INTO RECTANGULAR ]STING EXHAUST DUCT DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM POWER (W) ADJUSTMENT. VOLTS/PH/HZ 7. COORDINATE DIFFUSER BOXES, SUPPLY, & RETURN GRILLES & OTHER MOCP MECHANICAL DEVICES WITH LIGHT FIXTURES, SPRINKLER PIPING & PLUMBING. MODEL NUMBER 8. PROVIDE LOW AMBIENT CONTROLS AS NECESSARY TO ALLOW COOLING AT EF -1 TEMPERATURES DOWN TO 45*F, N/A 9. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT & (CFM) DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM CEILING SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER 96 MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE 120/1/60 ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES & DEVICES AT NO 671R ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR NOTES: 1. INTERLOCK WITH LIGHT SWITCH. 2. PROVIDE BACKDRAFT DAMPER. REQUESTED BY ANOTHER CONTRACTOR OR TRADE. 48 10.REFRIGERANT LINES FROM CU's TO AHU's SHALL BE SIZED PER (A) MANUFACTURER'S RECOMMENDATIONS. (kW) 11. ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD & CURRENT PROTECTION. 0- 160 CFM - 6"o 165 - 250 CFM - 8110 255 - 380 CFM - 10"fid 385 - 470 CFM - 12"o 475 - 700 CFM - 14"o 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. 12.PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR ALL AHU's THAT DELIVER HZ 2000 CFM OF SUPPLY AIR OR GREATER FOR UNIT SHUTDOWN, CONTRACTOR SHALL PROVIDE AUDIBLE & VISUAL ALARM IN A CONSTANTLY OCCUPIED 21.4 1.2 -- 40 -- LOCATION. ALARM SHALL BE LABELED "DUCT TROUBLE". NOTES: 13. PROVIDE AHU's WITH PROGRAMMABLE THERMOSTATS. SC130361 14.PROVIDE UNITS WITH 1" DISPOSABLE FILTER & FILTER HOUSING, TIME DELAY BY THE ENGINEER. RELAY & LOCKOUT RELAY. 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. 15. PROVIDE UNITS WITH A 5 YEAR WARRANTY FOR COMPRESSORS & ONE YEAR ON OTHER PARTS. 16. ALL DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS, & SHALL HAVE A MINIMUM R VALUE OF 6. 106 17.MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AIR BALANCE REPORT, 0 EQUIPMENT AND LABOR WARRANTIES AND PROVIDE A COMPLETE, 115 OPERATIONAL MECHANICAL SYSTEM IN COMPLIANCE WITH ALL APPLICABLE 81 CODES. HALL 18. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 FLORIDA 0 MECHANICAL CODE (INCLUDING ALL LATEST REVISIONS), NFPA 90A, ASHRAE 66 62-2010, AN D AS H RAE 90.1. EXISTING SPLIT SYSTEM COOLING UNITS AIR DISTRIBUTION DEVICE SCHEDULE MARK COOLING CAPACITY DESCRIPTION FACE SIZE MOUNTING FACE SIZE BASIS OF DESIGN NOTES A 400 SUPPLY 18"x 18" SURFACE 12"X 12" MATCH WITH EXISTING 1,2 NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. AREA -- (Ea) (Ea) ZONE TOTAL FLOW 0/A ESP EXHAUST FAN SCHEDULE MARK SERVICE EW13 TOTAL AIR (CFM) TOTAL E.S.P. (W.G) UNIT TYPE DRIVE POWER (W) AMPS VOLTS/PH/HZ MANUFACTURER MOCP HEATER MODEL NUMBER NOTES EF -1 TOILET ROOM N/A 70 (CFM) 0.10 CEILING DIRECT 96 0.8 120/1/60 NUTONE 671R 1,2 NOTES: 1. INTERLOCK WITH LIGHT SWITCH. 2. PROVIDE BACKDRAFT DAMPER. 0.12 48 (A) (A) (kW) BRANCH & FLEX DUCT SCHEDULE 0- 160 CFM - 6"o 165 - 250 CFM - 8110 255 - 380 CFM - 10"fid 385 - 470 CFM - 12"o 475 - 700 CFM - 14"o 705 -1100 CFM - 16"o NOTE: BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. EXISTING SPLIT SYSTEM COOLING UNITS MARK INDOOR FAN DATA COOLING CAPACITY MOUNTING FACE SIZE MATERIAL BASIS OF DESIGN INDOOR FAN OUTDOOR FAN ELECTRICAL DATA 400 WALL MOUNTED 18"x 18" ALUMINUM GREENHECK EVH-660D RATE COMP. OUTDOOR AREA -- (Ea) (Ea) ZONE TOTAL FLOW 0/A ESP FLA MOTOR EDB EW13 AMBIENT TOTAL SENSIBLE MARK SEER RLA (A) FAN FLA BASIS OF DESIGN MCA MOCP HEATER MCA MOCP 107 N/A 79 (CFM) (CFM) (W.G.) (A) (HP) (°F) (°F) ('F) (BTU/HR) (BTU/HR) 0 0.12 48 (A) (A) (kW) (A) (A) VOLTS HZ PHASE ANU-1 1200 400 0.5 30 1 80 67 95 36,000 -- /CU -1 s 16 21.4 1.2 -- 40 -- 18 25 208 60 1 GOODMAN CA*F3636*6C / NOTES: 0 SC130361 1. UNITS PROVIDED SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, UNLESS APPROVED BY THE ENGINEER. 0 2. PROVIDE EACH UNIT WITH A THERMOSTAT MOUNTED @ 48" AFF. 3. CONDENSING UNIT MOUNTED ON ROOF. OUTDOOR AIR VENTILATION LOUVER SCHEDULE MARK DESCRIPTION TOTAL AIR (CFM) MOUNTING FACE SIZE MATERIAL BASIS OF DESIGN NOTES L-1 OUTDOOR AIR INTAKE 400 WALL MOUNTED 18"x 18" ALUMINUM GREENHECK EVH-660D RATE 1,2 NOTES: 1. COORDINATE FINISH WITH ARCHITECT. 2. PROVIDE BIRD SCREEN AND GRAVITY DAMPER. AREA -- OUTDOOR AIR VENTILATION UNIT CALCULATION RETURN AIR ASHRAE 62.1.2004 EXHAUST AIR Vbz = (Rp)(Pz) + (Ra)(Az) AHU-1 SPACE PEOPLE OUTDOOR AIR ZONE AREA OUTDOOR ZONE FLOOR I°XHAUST -- BREATHING -- RATE POPULATION AIR RATE AREA -- (Ea) (Ea) ZONE -1400 (Rp) (Pz) (Ra) (Az) -- 1120 TOTAL DINING 101 7.5 20 0.18 188 M z N/A 184 BAR 102 7.5 8 0.18 107 N/A 79 RESTROOM 103 0 0 0 27 gZ CL 70 0 STORAGE 104 0 0 0.12 48 N/A 6 ADA RESTROOM Z Q � U W 105 0 0 0 44 70 0 EXISTING KITCHEN J F_ 106 0 0 0 115 81 0 HALL 0 0 0.06 66 Uj Z N/A 4 TOTAL O/A REQUIRED 400 CFM to O/A PROVIDED THROUGH AHU-1 = 400 CFM TOTAL EXHAUST = 221 CFM 273 AIR BALANCE SCHEDULE UNIT OUTSIDE AIR RETURN AIR SUPPLY AIR EXHAUST AIR PRESSURE AHU-1 400 1500 1900 -- 400 EF -1,2 -- -- -- -120 -120 EF -3 -- -- -- -1400 -1400 MUA-1 1120 -- -- -- 1120 TOTAL 1520 1500 1900 -1520 0 ROUTE CONDENSATE OUT BACK OF BUILDING AIR HANDLER x 1-1/2" DRAIN PAN -- PLYWOOD SHEATHING CORK PADS UNISTRUT - PERPENDICULAR TO JOIST NOTE: UNISTRUT SUPPLIER TO VERIFY SUPPORTS WITH WEIGHT OF UNIT AND EXISTING STRUCTURE AHU DETAIL SCALE: N.T.S. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT, ini 3 ❑❑ U ❑❑ ❑ Z ❑ M W M W rn CD C) cW o0 G Z mN ZO W co Otn ul) LL a a �U �z �~ co CO >CD Oto m © W= a�oo a)J tom, CO)r yV 2() �,o�� -amcc �- aN O V O .O L.L. Q M 0 LL LL cq O US O O ¢° M ~ � o Z ~ cy) Q N L 0- n W_j CIO VJ W Q Q LL W Z Q 0 F' J U C� W M z ❑❑ U ❑❑ ❑ Z ❑ M W M W rn CD C) cW o0 G Z mN ZO W co Otn ul) LL a a �U �z �~ co CO >CD Oto m © W= a�oo a)J tom, CO)r yV 2() �,o�� -amcc �- aN O V O .O L.L. Q M 0 LL LL DRAWN BY: DTD CHECKED BY: CMD DATE: 01-07-20 SHEET p�M-1 a O O M ~ � o Z ~ cy) Q N W W_j CIO VJ W Q Q LL W Z Q 0 F' J Wf'- F- C� W M z O ~ J F - Q f gZ CL 0 J U_ U W Z Q � U W Lu J F_ F- F - W Uj Z O to Z DRAWN BY: DTD CHECKED BY: CMD DATE: 01-07-20 SHEET p�M-1 ELECTRICAL LEGEND 2' X 4' RECESSED LED TROFFER LIGHT FIXTURE. 'EX' DENOTED EXISTING FIXTURE 2' X 2' RECESSED LED TROFFER LIGHT FIXTURE. 'EX' I DENOTED EXISTING FIXTURE EX I I I I I I I I EXISTING KITCHEN EXIT SIGN WITH INTEGRAL 90 MINUTE EMERGENCYLnEx BATTERY. SHADED SIDE REPRESENTS ILLUMINATED los i 1 ADA RESTROC I I I FACE. EX DENOTES EXISTING FIXTURE. I— I I — Io j I— I E X I I I EMERGENCY LIGHT FIXTURE WITH INTEGRAL 90 MINUTE .............. BATTERY AND TEST SWITCH. �� EX SINGLE POLE SWITCH. NUMBER DENOTES SWITCH LOOP. SINGLE POLE TOGGLE SWITCH WITH BUILT IN DUAL—TECHNOLOGY OCCUPANCY SENSOR, 20 AMP, 120/277 VOLT, WITH COVER PLATE. WIRE ARC. ARROWS REPRESENT HOMERUNS. HASHMARKS REPRESENT CONDUCTORS (LONG HASHMARK IS NEUTRAL). GROUND CONDUCTOR NOT SHOWN. GENERAL DOTES 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ITEMS TO PROVIDE A COMPLETE ELECTRICAL INSTALLATION WITH ALL EQUIPMENT IN PROPER WORKING ORDER. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL CONDITIONS AFFECTING THE EXECUTION OF HIS CONTRACT. A SUBMISSION OF BID SHALL BE CONSIDERED EVIDENCE THAT HE HAS VISITED THE SITE. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEC AND ALL STATE AND LOCAL CODES. 4. THE ELECTRICAL CONTRACTOR SHALL PAY ALL FEES, TAXES, AND PERMIT FEES PERTAINING TO THE ELECTRICAL WORK. 5, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF HIS WORK AND THE WORK OF THE GENERAL CONTRACTOR AND ALL OTHER SUBCONTRACTORS. 6. ALL ELECTRICAL WORK AND MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. 7. THE ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS AND FOOD SERVICE DRAWINGS FOR LOCATION OF EQUIPMENT. DO NOT SCALE PLANS. 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED PLUGS AND CORDS AT ALL EQUIPMENT INDICATED ON DRAWINGS AND SCHEDULES, 9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION POWER FOR ALL TRADES. 10. REFER TO EQUIPMENT CONTRACTOR ROUGH—IN DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL ELECTRICAL OUTLETS. 11. VERIFY THE EQUIPMENT CIRCUITS WITH THE SHOP DRAWINGS PRIOR TO INSTALLATION. 12. COORDINATE ALL ELECTRICAL WORK WITH THE HVAC CONTRACTOR. IN GENERAL, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER CONNECTIONS, DISCONNECT SWITCHES, FUSES, CONDUIT FOR CONTROL WIRING, AND FINAL TERMINATIONS OF POWERED EQUIPMENT. 13. CONFIRM LOCATIONS OF ALL LIGHT FIXTURES WITH TENANT. KEY NOTES XX 1. PROVIDE LITHONIA TROFFER LIGHT FIXTURE CAT 2GTL2-20L—RW-A19—GZ10—LP840 (OR EQUAL). (TYP. FOR ALL NEW 2X2 FIXTURES. PROVIDE ALL REQUIRED HARDWARE AS NECESSARY TO PROPERLY INSTALL LIGHT FIXTURES 2. ADD ALL NEW LIGHTING TO EXISTING LIGHTING CIRCUIT. EXTEND CONDUIT AND CONDUCTORS AS NECESSARY. MATCH EXISTING CIRCUT. 3. PROVIDE LITHONIA EMERGENCY LIGHT FIXTURE CAT# ELM2L—SDRT. PROVID POWER FOR EMERGENCY LIGHT FIXTURES AHEAD OF ANY SWITCHING ON THE SAME BRANCH CIRCUIT AS NORMAL LIGHTING FOR AREA SERVED. (TYP. FOR ALL EMERGENCY LIGHTS) EX I I —------� I� 1 II I I I I I I I I I I I I .............. .............. -------- ------- 77 DINING 101 W� O ............. - .... L X cl [3 F-1 1:1 � ELECTRICAL PLAN SCALE: 3/8••= V-01' 0AA�cF Cn DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITFKOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. ❑❑ b ❑❑ ❑ z ❑ �o F_ M ~ N C? i QLLco < Z W co W Q LL 1-- W Q cf z ui cn W 0 a oLo W 0 0 Cz co 60 Z O z J a cG G W Q 04 M r_N 0� Q� �L um c/) }. U c: U ° o OZ LLJ U W J • �I_ >rn Q.A-Z�99 W 3: co _ (,) Lo O IRT NT U -v cu ca C 'C O Q O d rl- coo 0 1-0-0 00 W U- = cn o z DRAWN BY: JAG CHECKED BY: CMD DATE: 01-06-20 SHEET E-1 r) 0 �o F_ M ~ N C? i QLLco < Z W co W Q LL 1-- D U) U Q Q W Jw C)F-- m z ui Z) U)C) [� W ti Z J a F z J a Z O Q U U) W U W J W LU bi o W = cn o z DRAWN BY: JAG CHECKED BY: CMD DATE: 01-06-20 SHEET E-1 To whom it may concern: Gary Newman Insurance does not have a problem with Two Dudes Sea Food restaurant putting up some tables in front of our business when we are closed,which would be past 5pm on any day. Sincerely, r1.--------- Kevin Newman Gary Newman Insurance Inc. 904-241-0777 67 Sailfish Drive East Atlantic Beach, FL 32233 Find messages,documents,photos or people F Back (114 ♦ r Archive ! Move m Delete © Spam �F I Inbox 12 Tom. Please print Yahoo/lnbox Tom0. Unread ® Tom<tcorsano@bellsouth.net> at Fri,Mar 6 at 4:14 PM Starred To:pdrakedean@yahoo.com Edit contacbellsouth.net Drafts 130 Sent To: City of Atlantic Beach Archive From: Planet Bicycle Spam Trash We give Two Dudes our A Less immediate neighbor to the south Views Hide on sailfish drive permission to Photos Documents put tables out front of our store Deals front when we are closed. Receipts Groceries • - Travel Folders Hide av,lia �. -ptAklur icyGlz-- + New Folder « « y ... Reply,Reply All or Forward ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN trt R'\0 City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:Co7mm l‘it—O024 " Revision to Issued Permit OR Corrections to Comments Date: 31112.4 Project Address: '1 3 S cu 1 jti pg a5 - Contractor/Contact Name: R(fah Peru 71 /CM Email: erea-u Ya�/02.Cv�'�" Contact Phone: d� ' pr Description of Proposed Revision/Corrections: ark, Le ties Ot..,3Re_ l��mpv i S e.f . I iv ; t_ I S0RV f I « cs._ v affirm the revision/correction to comments is inclusive of the proposed changes. (pri . name) • Will proposed revision/corrections add additional square footage to original submittal? YNo ❑ Yes (additional s.f.to be added: • Will,proposed revision/corrections add additional increase in building value to original submittal? ?io ❑*Yes (additional increase in buildingval ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments OG( k;03 Department Review Required: iIdin�) e-fr anning&Zonin. Reviewed By Tree Administrator Public Utilities F Z Public Safety Date Fire Services Updated 10/17/18 Giles, Christian From: Tom <tcorsano@bellsouth.net> Sent: Monday, March 09, 2020 2:00 PM To: Building, Dept Subject: Fwd: Two Dudes Restaurant Sent from my iPhone Begin forwarded message: From: donald bateh<donaldbateh@gmail.com> Date: March 9, 2020 at 1:58:15 PM EDT To: Tom<tcorsano@bellsouth.net>,Jimmy Jubran<jamaljubran@yahoo.com> Subject: Two Dudes Restaurant Bateh Jubran, LLC 2844 Scott Mill Estates Drive • Jacksonville FL 32257 RE: Building Department Letter To Whom It May Concern, This letter is to inform the City of Atlantic Beach that Bateh Jubran, LLC will allow tables to be used in front of Two Dudes Restaurant space as well as tables in front of the immediate tenant spaces after the close for business. Thank you, Donald Bateh Manager Bateh Jubran,LLC 1